Banks Road _ Ellis Road Final Plans.pdf

TAX ID 0531 114

ANGIE AND JOHNNY CARTER

N/F

TAX ID 0538 032

LIVING TRUSTNIPPER JOYCE B

N/F

TAX ID 0531 080

NATHAN PYLES

N/F

TAX ID 0531 114

ANGIE AND JOHNNY CARTER

N/F

TAX ID 0538 032

LIVING TRUSTNIPPER JOYCE B

N/F

TAX ID 0531 080

NATHAN PYLES

N/F

TAX ID 0531 114

ANGIE AND JOHNNY CARTER

N/F

TAX ID 0538 032

LIVING TRUSTNIPPER JOYCE B

N/F

TAX ID 0531 080

NATHAN PYLES

N/F

PLANS COMPLETED 03-13-2026

ADT (2024)

BANKS RD AT ELLIS RD

TRAFFIC SIGNAL IMPROVEMENTS

DEPARTMENT OF PUBLIC WORKS

FAYETTE COUNTY

PROJECT LOCATIONLOCATION SKETCH

DATE

PREPARED BY:

01-

BANKS RD

EXIST R/W

DESIGN

REVISIONS

PLAN AND PROFILE OF PROPOSED

DRAWING NO.

FAYETTE COUNTY

BANKS RD

E L L

IS

R D

EXIST R/W

EXIST R/W

EXIST R/W

DESIGN SPEED:

ELLIS RD: LOCAL

BANKS RD: MINOR ARTERIAL

ROADWAY CLASSIFICATION

100% IN CONG. DIST. NO. 3.

FAYETTE COUNTY AND IS

THIS PROJECT IS 100% IN

BANKS RD: 35 MPH

ELLIS RD: 35 MPH

DESIGN DATA:

LL 153

LL 168

E X I S T

W

E X I

W

ELLIS RD - 5,595 VPD

BANKS RD - 9,726 VPD

(NAVD) OF 1988.

NORTH AMERICAN VERTICAL DATUM

1983)/94 WEST ZONE, AND THE

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

MEAN THE DEPARTMENT OF TRANSPORTATION.

DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO

THE CONTEXT THEREOF MEANS THESTATE HIGHWAY

" HIGHWAY DEPARTMENT ", OR " DEPARTMENT " WHEN

DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ",

DEPARTMENT OF GEORGIA ", "STATE HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY

PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL PAPERS, WRITINGS, DOCUMENTS, DRAWINGS, OR

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES

NOTE :

THE SPECIFICATIONS.

DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF

THE ATTENTION OF BIDDER IS SPECIFICALLY

DO NOT BIND FAYETTE COUNTY IN ANY WAY.

ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND

INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE

DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED

THESE PLANS OR IN ANYWAY INDICATED THEREBY, WHETHER BY

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON

A CONFLICT.

WHICH THEY REVISE OR IN WHICH THERE IS

CONSTRUCTION STANDARDS AND DETAILS BOOK

WITHIN THIS PLAN SET SUPERSEDE THE 2025

FORMS/ALLITEMS.ASPX. ANY REVISIONS CONTAINED

INFO/GDOTPUBS/CONSTRUCTIONSTANDARDSANDDETAILS/

BOOK IS AVAILABLE AT: HTTP://MYDOCS.DOT.GA.GOV/

THE 2025 CONSTRUCTION STANDARDS AND DETAILS

DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS.

WITH THE 2025 CONSTRUCTION STANDARDS AND

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE

NOTE :

INDEX.HTML?ID=962A2591F91A4303AEAFE016BA8DB96B

HTTPS://ITOS.MAPS.ARCGIS.COM/APPS/WEBAPPVIEWER/

GDOT STATE FUNCTIONAL CLASSIFICATION MAP:

50 100 200

SCALE IN FEET

3500 Parkway Lane

Peachtree Corners, Ga. 30092

Phone 678-336-7740

Fax 678-336-7744

Web www.pondco.com

Suite 500

03/13/2026

AN - Hanger Bracket Detail27-0006

AN - Power Pedestal Pole Detail27-0005

N - Summary of Quantities27-0004

Signal Plan27-0003

N - General Notes27-0002

- Legend27-0001

Index Drawing02-0001

Cover Drawing01-0001

12/10/24

02-0001

DRAWING NO. DESCRIPTION DRAWING NO. DESCRIPTION

INDEX

BANKS RD AT ELLIS RD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/13/2026 mccoyj

GPLOT-ORD

gplotborder-ORD-PO.tbl

11051_01-0002_copy.dgn

3:12:26 PM

GPLN-CE

PROJECT NUMBER

INDEX

BANKS RD AT ELLIS RD

Signal Plan

Signal Plan

Signal Plan

Signal Plan

Signal Plan

BLA

ELA

LEGEND - TRAFFIC SIGNALS

STRAIN POLE

TIMBER POLE

DOWN GUY

MAST ARM

STREET LIGHT

3 SECTION FACE

3 SECTION FACE W/BACKPLATE

4 SECTION FACE

4 SECTION FACE W/BACKPLATE

OVERHEAD SIGN

PEDESTAL POLE

PED SIGNAL FACE

SIGN POST

STRAIN POLE

CONTROLLER CABINET

TIMBER POLE

DOWN GUY

MAST ARM

STREET LIGHT

3 SECTION FACE W/BACKPLATE

4 SECTION FACE W/BACKPLATE

OVERHEAD SIGN

PEDESTAL POLE

PED SIGNAL FACE

PULLBOX, TP 2

SIGN POST

CONDUIT, (OPEN TRENCH)

CONDUIT, DIRECTIONAL BORE

RADAR DETECTION DEVICE

VIDEO DETECTION DEVICE

MAGNETOMETER DETECTION DEVICE

EXISTING R/W LINE

PROPERTY LINE

CONSTRUCTION CUT LIMIT

CONSTRUCTION FILL LIMIT

REQUIRED R/W LINE

AGENCY SPECIFIC

BEGIN LIMIT OF ACCESS

END LIMIT OF ACCESS

REQ'D LIMIT OF ACCESS

REQ'D LIMIT OF ACCESS & R/W

ORANGE BARRIER FENCE

ESA - ENV. SENTITIVE AREA

(SEE ERIT TABLE)

EASEMENT FOR CONTRUCTION

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

3 SECTION FACE W/BACKPLATE

4 SECTION FACE W/BACKPLATE

RELOCATEDPROPOSEDEXISTING

CURB CUT RAMP

CONDUIT

CURB CUT RAMP, ALL TYPE

VIRTUAL DETECTION ZONE

RADAR

RADAR DETECTION DEVICE

VIDEO DETECTION DEVICE

MAGNETOMETER DETECTION DEVICE

4/5 SECTION (CLUSTER/T-SHAPE) FACE

W/BACKPLATE

VIRTUAL DETECTION ZONE

RADAR

4/5 SECTION (CLUSTER/T-SHAPE) FACE

W/BACKPLATE

PEDESTAL POLE

PED SIGNAL FACE

PULLBOX, TP 3

PULLBOX, TP 6

CONTROLLER CABINET

EXISTING PULLBOX, TP 2

EXISTING PULLBOX, TP 3

EXISTING PULLBOX, TP 6

POWER SEVICE

PULLBOX, TP 4S

REQ'D R/W

BANKS RD AT ELLIS RD

SIGNAL PLANS

LEGEND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

1/7/2026 mccoyj

GPLOT-ORD

11051_27-0001_copy.dgn

12:40:49 PM

27-0001

TRAFFIC SIGNAL GENERAL NOTES

1.

2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET BUT NO

MORE THAN 19 FEET CLEARANCE FROM BOTTOM OF SIGNAL HEADS TO TOP OF ROAD

SURFACE AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY BETWEEN CENTERS

OF SIGNAL FACES.

3. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN VICINITY OF

NEW TRAFFIC SIGNAL POLES PRIOR TO ORDERING. AT THE DISCRETION OF THE

ENGINEER, MINOR SHIFTS (UP TO 5 FEET, MAXIMUM) IN LOCATION OF NEW

SIGNAL POLES ARE ACCEPTABLE TO AVOID UNDERGROUND UTILITIES. PER AASHTO

REQUIREMENTS, MINIMUM LATERAL OFFSET OF 14' FROM EDGE OF PAVEMENT SHALL

FOR ALL PROPOSED TIMBER POLES AND CABINET ASSEMBLY. PLEASE BE MAINTAINED

5.

6.

7.

MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW PROCEDURES OUTLINED IN

THE DOT SPECIFICATION.

10.

PROVIDED AS GENERAL GUIDELINES TO INSTALLER, ACTUAL ATTACHMENT

HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER TO PROVIDE REQUIRED

SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE FROM EXISTING UTILITIES.

11.

THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO SEPARATE

EXPENSE TO THE COUNTY, ANY BARRIER WALL, FENCE, DITCH PAVING,

CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT, SIGNS, GUARDRAILS,

LANDSCAPING, GRASSING, UTILITY SERVICE LINES, STORM DRAIN

PIPES,MASONRY WALLS AND PAVING THAT IS REMOVED, DAMAGED OR DESTROYED

DUE TO CONTRACTOR'S ACTIVITIES.

12.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

MEASURES TO ENSURE COMPLIANCE TO ALL STATE AND FEDERAL LAWS AND

GUIDELINES, THE COST SHALL BE CONSIDERED INCIDENTAL AND BE INCLUDED

. NO ADDITIONAL PAYMENTS PAY ITEM 210-0100 GRADING COMPLETE IN THE

THIS IS SHALL BE MADE TO THE CONTRACTOR FOR EROSION CONTROL.

13.

ANY ADDITIONAL TRAFFIC MARKINGS, SYMBOLS OR STRIPING TO BE REMOVED

THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH

MODIFYING EXISTING AND ESTABLISHING NEW POWER AND COMMUNICATIONS

SERVICES FOR TRAFFIC SIGNALS, VIDEO DETECTION SYSTEMS AND/OR CCTV

CAMERAS ON THIS PROJECT. IF A UTILITY TRANSFORMER IS REQUIRED FOR

TRAFFIC SIGNAL EQUIPMENT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO INCLUDE THE COST, AS PART OF THEIR BID PRICE, FOR THAT TRAFFIC

SIGNAL INSTALLATION, IF THE RESPECTIVE UTILITY REQUIRES PAYMENT FOR

INSTALLATION.

COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLATION AND SUPPORT

DEVICES, UNTIL THE NEW TRAFFIC SIGNAL INSTALLATION HAS

SATISFACTORILY COMPLETED A TEST PERIOD, OF UNINTERRUPTED OPERATION,

FOR 30 DAYS. UPON COMPLETION OF THE TEST PERIOD, THE CONTRACTOR

THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MONTHLY POWER AND

THE COMPLETE TRAFFIC SIGNAL AND INSTALLATION SHALL CONFORM

TO ALL APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES, CURRENT EDITION.

PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE

SHALL BE PAID (THAT ARE NOT SHOWN ON THE PLANS)AND/OR REPLACED

WILL COMPLETE A TRANSFER OF UTILITY COST TO FAYETTE COUNTY

. PLACEMENT OF THE SIGNAL NOTE THAT PLANS SHOW 15' LATERAL OFFSET MINIMUM.

14.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON EXISTING UTILITY

TIMBER POLES WHEN ATTACHING SPAN WIRE OR INTERCONNECT CABLE TO THE POLES

UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

8.

9.

ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT ARE NOT REMOVED

OR RELOCATED SHALL BE REPLACED IN ACCORDANCE WITH CURRENT GDOT STANDARDS.

(THE MAINTAINING AGENCY).

PROVIDED BY THE COUNTY.

FINAL ACCEPTANCE. CONTRACTOR TO FIELD IMPLEMENT SIGNAL TIMINGS, AS

INSTALLATION IS TO BE CHECKED AND ACCEPTED BY FAYETTE COUNTY, PRIOR TO

INCLUSIVE OF SODDING TO MATCH IN KIND, INCLUDING

WATERING AND ESTABLISHMENT.

DETECTION IN FIELD. ALL ASSOCIATED COSTS, INCLUDING PRUNING OF TREES,

SHALL BE INCLUDED IN PAY ITEM 647-1000.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING PLACEMENT OF RADAR

404-387-3164

THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

CITY OF FAYETTEVILLE

CITY OF FAYETTEVILLE

WATERTELECOMMUNICATIONS

800-624-9675

770-460-4660

770-460-4660

706-763-9207

678-708-7112

770-252-7448

HEADS SHALL BE RETAINED AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL

COORDINATE WITH THE OFFICE OF UTILITIES FOR ALL "MAKE READY" WORK.

FOR IN THE TRAFFIC CONTROL LUMP SUM ITEM,

16.

INCLUDED IN THE PRICE BID FOR “TRAFFIC CONTROL”.

ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE

17. ALL SIGNS SHALL HAVE TYPE (XI) RETROREFLECTIVE SHEETING UNLESS OTHERWISE

NOTED.

18. IN RESIDENTIAL AREAS, TEMPORARY AND PERMANENT SIGNS SHALL BE LOCATED ON

OR AS CLOSE AS POSSIBLE TO PROPERTY LINES.

19. EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT

CONSTRUCTION. MAINTENANCE CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES.

20. THE WORK-SITE TRAFFIC CONTROL SUPERVISOR (WCTS) SHALL BE RESPONSIBLE

FOR THE ELIMINATION OF ANY CONFLICTING PAVEMENT MARKINGS. THE WCTS SHALL

NOT USE “BLACK OUT PAINT” TO ERADICATE CONFLICTING MARKINGS. THE ENGINEER

SHALL MAKE THE FINAL DETERMINATION WHETHER THE CONFLICTING MARKINGS HAVE

BEEN ADEQUATELY ELIMINATED.

21. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS

OR AS CLOSE AS POSSIBLE TO PROPERTY LINES.NOT TO INTERFERE WITH SIGHT

22. FAYETTE COUNTY RESERVES THE RIGHT TO MODIFY THIS MAINTENANCE OF TRAFFIC

PLAN AS FIELD CONDITIONS WARRANT. IF ADDITIONAL TRAFFIC CONTROL DEVICES

DISTANCES ALONG ANY ADJACENT SIDE ROAD OR DRIVEWAY.

ARE REQUIRED, THESE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL

EXPENSE TO THE COUNTY.

23. TEMPORARY TRAFFIC CONTROL PLANS MUST BE SUBMITTED BY THE CONTRACTOR TO

FAYETTE COUNTY PUBLIC WORKS DEPARTMENT. FOR INFORMATION CALL (770) 320-6010.

24. CHANGEABLE MESSAGE SIGNS, INFORMING MOTORISTS OF LANE AND/OR ROAD CLOSURES

AND/OR TRAFFIC SHIFTS SHALL BE INSTALLED A MINIMUM OF 2 WEEKS PRIOR TO THE

25. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PREPARE A MAINTENANCE OF

TRAFFIC PLAN FOR APPROVAL BY FAYETTE COUNTY BEFORE STARTING CONSTRUCTION.

ROAD CLOSURE. THESE SIGNS SHALL BE INSTALLED AT OR AS NEAR AS POSSIBLE TO

PAYMENT SHALL BE INCLUDED IN THE PRICE FOR TRAFFIC CONTROL. THE CONTRACTOR

SHALL CONSTRUCT THE PROJECT IN PHASES TO ADHERE TO THE RESTRICTED ROAD CLOSURE

26. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO ALL DRIVEWAYS AT ALL TIMES.

THE ROAD CLOSURE (SEE SPECIFICATIONS BELOW):

(ROAD NAME) WILL BE CLOSED TO THRU TRAFFIC

FROM (SIDE ROAD) TO (SIDE ROAD)

FROM (DATE) THRU (DATE)

(REASON FOR CLOSURE)

FOR INFO CALL (770) 320-6010

TIMELINE AND DATES AS STATED IN THE CONTRACT SPECIFICATIONS.

15.

SHALL INCLUDE THE COST OF STAGED CONSTRUCTION, ALL MAINTENANCE OF

TRAFFIC, INCLUDING AGGREGATE SURFACE, INSTALLATION AND REMOVAL OF ANY

TEMPORARY SIGNING, CHANNELING DEVICES, BARRICADES, OTHER INTERIM TRAFFIC

CONTROL DEVICE NECESSARY FOR THE CONSTRUCTION AND MAINTENANCE OF TRAFFIC,

LUMP SUM TRAFFIC CONTROL, THE PRICE BID FOR LUMP SUM TRAFFIC CONTROL

AND PROJECT SAFETY. FOR COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC

SIGNS, POSTS, BARRICADES, ETC. SHALL BE FROM THE GDOT QUALIFIED PRODUCTS

LIST (QPL). ALL DEVICES SHALL BE CRASHWORTHY UNDER NCHRP AND MASH TEST

PROCEDURES. THE ENGINEER MAY DIRECT MINOR ADDITION, DEVICES AND SIGNINGS

BE ADDED TO THE TRAFFIC CONTROL PLAN. THE COST OF NORMAL ITEMS ADDED BY

CONTROL DEVICES (MUTCD), CURRENT EDITION AND SECTION 150. ALL DEVICES,

THE ENGINEER SHALL BE INCLUDED IN LUMP SUM TRAFFIC CONTROL EXCEPT FOR THE

ADDITION OF A CHANGED MESSAGE SIGNS. THE CONTRACT UNIT PRICE WILL BE PAID

FOR THE CHANGEABLE MESSAGE SIGNS (OR A UNIT PRICE WILL BE DEFINED WHEN A

CHANGEABLE MESSAGE SIGN IS NOT INCLUDED IN THE CONTRACT).

MAINTENANCE OF TRAFFIC GENERAL NOTES

BANKS RD AT ELLIS RD

SIGNAL PLANS

GENERAL NOTES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/13/2026 mccoyj

GPLOT-ORD

11051_27-0001_copy - Copy.dgn

2:59:30 PM

27-0004

TAX ID 0531 114

ANGIE AND JOHNNY CARTER

N/F

TAX ID 0538 032

LIVING TRUSTNIPPER JOYCE B

N/F

TAX ID 0531 080

NATHAN PYLES

N/F

TAX ID 0531 114

ANGIE AND JOHNNY CARTER

N/F

TAX ID 0538 032

LIVING TRUSTNIPPER JOYCE B

N/F

TAX ID 0531 080

NATHAN PYLES

N/F

PL PL

SPEED LIMIT = 35 MPH

BANKS RD

SPEED LIMIT = 35 MPH

BANKS RD

S P E E

D

L I

M I T

M P

H E L L I

LL 168

LL 153

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

E X I

W

E X I

W

TAX ID 0531 114

ANGIE AND JOHNNY CARTER

N/F

TAX ID 0538 032

LIVING TRUSTNIPPER JOYCE B

N/F

TAX ID 0531 080

NATHAN PYLES

N/F

D3-1#2

R6

R4

R2 D3-1#3D3-1#1

P R I

V A

E

I

V E

W A Y

SEE NOTE 4 BELOW

1-2" POWER SERVICE CONDUIT, NM, TP 2, 2 IN, 1 EA (30 LF)

INSTALL ON EXISTING POWER POLE:

EXIST. R/W

PULL BOX, TP 3

N:1262194.993, E:2214093.893

GUY AND ANCHOR ASSEMBLY

TREATED TIMBER POLE, CL-2, 40 FT

INSTALL:

SEE NOTE 5 BELOW

N:1262134.288, E:2214068.046

MICROWAVE RADAR DETECTION SYSTEM (RDS R2,R3)

LUMINAIRE BRACKET ARM, 15 FT

GUY AND ANCHOR ASSEMBLY

TREATED TIMBER POLE, CL-2, 40 FT

INSTALL:

(TYP)

IN8

STEEL STRAND WIRE CABLE

INSTALL:

N:1262199.414, E:2213923.737

PULL BOX, TP 3

MICROWAVE RADAR DETECTION SYSTEM (RDS R4,R6)

LUMINAIRE BRACKET ARM, 15 FT

GUY AND ANCHOR ASSEMBLY

TREATED TIMBER POLE, CL-2, 40 FT

INSTALL:

SEE NOTE 5 BELOW

N:1262134.372, E:2213914.750

GUY AND ANCHOR ASSEMBLY

TREATED TIMBER POLE, CL-2, 40 FT

INSTALL:

(TYP)

260' FROM STOP BAR

6'X6' SETBACK DETECTION ZONE

INSTALL:

SEE NOTE 3 BELOW

W3-1 SIGN

REMOVE EXISTING:

SEE NOTE 3 BELOW

R1-1 SIGNS AND FLASHER BEACONS

REMOVE EXISTING:

SEE NOTE 3 BELOW

STREETNAME SIGN ASSEMBLY

REMOVE EXISTING:

N:1262142.829, E:2213972.446

OM4-3 SIGNS AND POSTS

W1-7 SIGN AND POST

INSTALL:

W1-7 SIGN

REMOVE EXISTING:

(TYP)

24" SOLID WHITE

REFRESH/INSTALL:

(TYP)

6" SOLID WHITE

REFRESH/INSTALL:

35 MPH SPEED LIMIT SIGN AND POST

RETAIN EXISTING:

W3-1 SIGN

REMOVE EXISTING:

AND POST

35 MPH SPEED LIMIT SIGN

RETAIN EXISTING:

R3

(TYP)

TIE IN TO EXISTING STRIPING

N:1262157.124, E:2213687.129

W3-3/W16-8P SIGN AND POST

INSTALL:

N:1262448.247, E:2213948.595

W3-3/W16-8P SIGN AND POST

INSTALL 250' FROM STOP BAR (TYP):

N:1262180.810, E:2214330.485

W3-3/W16-8P SIGN AND POST

INSTALL:

D3-1#1

TYPE 1 RPMS

INSTALL:

6" SOLID DOUBLE YELLOW

REFRESH:

, YELLOW @ 40' SPACING O.C.,

SEE NOTE 4 BELOW

POWER PEDESTAL

PULL BOX, TP 6

CONDUIT, NM, TP 2, 2 IN, 4 EA

2070 LX CONTROLLER

332 CABINET WITH BASE

INSTALL:

CONDUIT, NM, TP 3, 2 IN, 4 EA

SEE NOTE 7 BELOW

RUMBLE STRIPS

REMOVE EXISTING:

SEE NOTE 2 BELOW

5" SOLID DOUBLE YELLOW

REMOVE EXISTING:

24" SOLID WHITE

INSTALL:

SIGNAL PLANS

TRAFFIC SIGNAL INSTALLATION NO. 1

BANKS RD AT ELLIS RD

SIGNAL HEAD

PROPOSED

SIGNAL HEAD

EXISTING

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PEDESTRIAN

SIGNAL HEAD

PROPOSED 4-SECTION

SIGNAL LEGEND

PROPOSED 5-SECTION OR

4-SECTION SIGNAL HEAD

DETECTION LEGEND

PROPOSED MAGNETOMETER

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

PROPOSED RADAR

OVERHEAD STREET NAME SIGNS

RETRO-REFLECTIVE BACK PLATE

LED SIGNAL HEADS WITH

2,3,4,6

12"

12"

12"

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

OMIT

PHASING DIAGRAM

OMIT

OMIT

D3-1#1 D3-1#2

WARNING SIGNS

OM4-3 (18"X18")

OM4-3 (18"X18")

W1-7 (48"X24")

OMIT

WARNING SIGNS

W3-3 (36"X36")

TAX ID 0531 114

ANGIE AND JOHNNY CARTER

N/F TAX ID 0531 080

NATHAN PYLES

N/F

TAX ID 0538 032

JOYCE B NIPPER LIVING TRUST

N/F

H I

D D

N

V A L L

Y

W16-8P (8"X28")

W3-3 (36"X36")

W16-8P (8"X24")

D3-1#3

PROPOSED VIRTUAL DETECTION ZONE

6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING UTILITIES PRIOR TO CONSTRUCTION.

GRADING COMPLETE.

SHALL BE UTILIZED FOR REMOVAL. PAYMENT SHALL BE INCLUDED IN PAY ITEM 210-0100

384' AND 584', RESPECTIVELY, FROM THE PROPOSED STOP BAR. HYDRO-BLASTING METHOD

CONTRACTOR SHALL REMOVE THE EXISTING FOUR RUMBLE STRIP LOCATIONS AT 184', 260', 7.

RIGHT OF WAY.

ALL POLES, GUY WIRES AND RELATED EQUIPMENT SHALL BE INSTALLED WITHIN EXISTING 8.

OF WAY IMPACTS. SEE SHEET 27-0004 FOR INFORMATION REGARDING THIS BID ALT #1.

ANCHOR ASSEMBLY IS NEEDED, THIS ASSEMBLY SHALL BE INSTALLED TO AVOID ANY RIGHT

DUE TO CONSTRAINED RIGHT OF WAY, IF CONTRACTOR DETERMINES THAT SIDEWALK GUY9.

CONTRACTOR SHALL UTILIZE HYDRO-BLASTING METHOD ONLY FOR

ERADICATION.

PROPOSED TIMBER AND TO ENSURE SUFFICIENT OPERATION OF RADAR DETECTION.

R

G

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/13/2026 mccoyj

GPLOT-ORD

3:16:14 PM

GPLN-CE 30 60 120

SCALE IN FEET

PROJECT NUMBER

TAX ID 0531 088

DAN LATHAM

N/F

TAX ID 0538 032

JOYCE B NIPPER LIVING TRUST

N/F

27-0003

LIST OF MATERIALS IS FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS AND QUANTITIES REQUIRED FOR INSTALLATION.

MATERIALS UNIT

CABINET CONTROLLER ASSEMBLIES

A.

E.

F. SWITCH PACK (LOAD SWITCH)

L.

PULL BOX, PB-2

EA

EA

EA

EA

REEL

EA

EA

EA

EA

A. 7 CONDUCTOR, PER 1000 FT

PULL BOX, PB-6

CABINET ASSEMBLY, 332

SIGNAL CABLE (14 AWG)

2018ECLIP SIGNAL MONITOR, TYPE B (ETHERNET)

HARDWARE FOR SPAN WIRE MOUNTING

MISC. MATL. TO COMPLETE INSTALLATION LUMP SUM

LIST OF MATERIALS

BACKPLATE FOR ONE-WAY, 3 SECTION, 12" SIGNAL HEAD, ABS PLASTIC, BLACK W/ RETROREFLECTIVE STRIP

CONTROLLER UNIT, MODEL 2070LX

PAY ITEMS

ITEM NO. DESCRIPTION

150-1000

680-5275 LUMINAIRE BRACKET ARM, 15 FT

UNIT

LUMP SUM

EA

DESCRIPTION UNIT

DETECTION SYSTEMS

LIST OF MATERIALS

937-6010

A. MOUNTING ASSEMBLY

B. CABLES

EA

LF

- BANKS RD AT ELLIS RDMICROWAVE DETECTION SYSTEM NO. 1 LUMP SUM

TRAFFIC CONTROL

ELECTRICAL POWER SERVICE ASSEMBLY, AERIAL SERVICE POINT.

*THE CONTRACTOR SHALL COORDINATE WITH COWETA-FAYETTE EMC REGARDING POWER SERVICE POINT. PAYMENT FOR ALL NECESSARY COMPONENTS/EQUIPMENT SHALL BE INCLUDED IN PAY ITEM 939-5010

QUANTITY

QUANTITY

QUANTITY

937-6010 LUMP SUM - BANKS RD AT ELLIS RDMICROWAVE DETECTION SYSTEM NO. 1 1

939-5010 EAELECTRICAL POWER SERVICE ASSEMBLY (AERIAL SERVICE POINT)* 1

PULL BOX, PB-3 EA 1

EA3-SECTION, 12" SIGNAL HEAD LED-, BLACK HOUSING W/BLACK FRONT, PLASTIC 8

682-6233 CONDUIT, NONMETAL, TP 3, 2 IN LF 120

639-2002 LF IN8

STEEL WIRE STRAIN CABLE, 450

M. EAAUXILIARY OUTPUT FILE 1

639-1240 EATREATED TIMBER POLE, CL 2, 40 FT (OVERALL POLE HEIGHT, INCL EMBEDDED DEPTH PLUS ABOVE GROUND) 4

639-1600 EAGUY AND ANCHOR ASSEMBLY** 4

647-1000 LUMP SUMTRAFFIC SIGNAL INSTALLATION NO.1 - BANKS RD AT ELLIS RD 1

653-1704 LFTHERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE 120

682-6120 CONDUIT, RIGID, 2 IN (INCL WEATHERHEAD) LF 30

653-1906 LFTHERMOPLASTIC SOLID TRAF STRIPE, 6 IN, WHITE 380

653-2602 LFTHERMOPLASTIC SOLID TRAF STRIPE, 6 IN, YELLOW 290

OVERHEAD STREET NAME SIGNS

D3-1#1

D3-1#2

636-2070 LFGALV STEEL POSTS, TP 7 93

636-1036 SFHIGHWAY SIGNS, TP 1 MATL. REFL SHEETING,TP 11 81

W16-8P WARNING SIGNS

BORDER

R=1.5 in

TH=0.9 in

IN=0.5 in

WHITE TEXT ON GREEN BORDER

D3-1#3

4.1 19.8 4.2

28 in

C

C i n

BORDER

R=1.5 in

TH=0.375 in

IN=0.375 in

4.1 15.7 4.2

24 in

C

C i n

BORDER

R=1.5 in

TH=0.375 in

IN=0.375 in

BLACK TEXT ON YELLOW BORDER

BLACK TEXT ON YELLOW BORDER

610-9001 EAREM SIGN 5

656-0050 LFREMOVE EXIST SOLID TRAF STRIPE, 5 IN, THERMOPLASTIC 300

654-1001 EARAISED PAVEMENT MARKERS TP 1 8

700-9300 SOD SY

682-9950 DIRECTIONAL BORE - 5 IN LF 100

210-0100 LUMP SUMGRADING COMPLETE 1

8.2 in 33 in 6 in 21 in 6 in 13.7 in 8.2 in

8'

.5

D

.5

.5

.5

.5

D

.5

BORDER

R=1.5 in

TH=0.9 in

IN=0.5 in

WHITE TEXT ON GREEN BORDER

BORDER

R=1.5 in

TH=0.9 in

IN=0.5 in

WHITE TEXT ON GREEN BORDER

9.1 in 50.7 in 6 in 21 in 9.2 in

8'

.5

D

.5

.5

D

.5

.5

D

.5

8.2 in 13.7 in 6 in 33 in 6 in 21 in 8.2 in

8'

.5

.5

.5

D .5

**BID ALT #1 - REPLACE GUY ANCHOR ASSEMBLY FOR GUY ANCHOR ASSEMBLY, SIDEWALK

639-1600 GUY AND ANCHOR ASSEMBLY-SIDEWALK** EA 4

BANKS RD AT ELLIS RD

SIGNAL PLANS

SUMMARY OF QUANTITIES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

3/13/2026 mccoyj

GPLOT-ORD

3:08:05 PM

27-0004

SIGNAL PLANS

NOTES:

(AERIAL SERVICE POINT).

PAY ITEM 939-5010 ELECTRICAL POWER SERVICE ASSEMBLY

POWER SERVICE CONNECTION SHALL BE INCLUDED IN

PAYMENT FOR EQUIPMENT SHOWN ABOVE REQUIRED FOR

CONTROLLER CABINETS IS NOT PERMITTED.

MOUNTING OF POWER METERS OR DISCONNECTS ON SIGNAL 1.

2.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

1/7/2026 mccoyj

GPLOT-ORD

11051_27-0001_copy.dgn

12:38:55 PM

POWER PEDESTAL POLE DETAIL

27-0005

SIGNAL PLANS

27-0006

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

10/30/2025 mccoyj

GPLOT-ORD

11051_27-0001.dgn

1:42:19 PM

HANGER BRACKET DETAIL

P.I. No.PROJECT NUMBER