Newnan Crossing _ Diplomat Pkwy Signal Plan 2.pdf

PDF 3 MB Posted Jul 27, 2026

Attached to: Traffic Signal Installation and Related Construction 2026
Solicitation number: PE-63850-NONST-2027-000000031
Issued by: Crisp County, Georgia

About this file

Written by GovTribe AI · Jul 31, 2026

This is a Traffic Signal Installation Plan document prepared for the City of Newnan, Georgia, detailing the signal design and construction specifications for the intersection of Newnan Crossing Boulevard East, Diplomat Parkway, and Stonebridge Crossing. The project encompasses the installation of a complete traffic signal system including controller and cabinet assembly with battery backup, radar detection equipment, and all associated materials and labor necessary for full operational implementation. In addition to traffic signal installation, the project scope includes related construction activities: sidewalk construction, curb and gutter installation, curb ramps, mill and overlay of asphalt surface, and application of thermoplastic pavement markings and retroreflective pavement markers (RPMs). The plan document provides detailed engineering drawings, specifications, and technical requirements to guide contractors in accurate bidding and execution of the work.

The signal plan establishes comprehensive technical standards for equipment installation, placement, and integration at the three-way intersection. Contractors must provide all materials, labor, tools, equipment, and traffic control services necessary to complete the installation in compliance with the specifications outlined in the plan document. The project represents infrastructure improvements to enhance traffic flow and safety at a critical intersection within the City of Newnan's jurisdiction.

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E(B)

E(B) E(B)

T(B) T(B) T(B)

T(B)

T(B) T(B)

W(B) W(B) W(B)

THT

HTT WWWW

WWW T

S T

SS(C

S TS T

S T

SS(C)

S T

SS(C)

SS(D) SS(D) SS(D)

S T

NEWNAN CROSSING BLVD

(45 MPH)

NEWN

CROS

SING

(45

MPH)

D I P L O M A T

P K W Y

M P H

3/1/2022

Aaron Karnowski

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM P.I. No.GPLOT-V8 gplotborder-v8I-PO.tbl ########

11/05/2020

GPLN-CE

50 200

SCALE IN FEET

0 100

01-0001

GEORGIA

NV5 ENGINEERS & CONSULTANTS, INC.

10745 WESTSIDE WAY, SUITE 300

ALPHARETTA, GA 30009

P: 678.795.3600 www.NV5.com GA License # PEF003715, LSF000935

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2026

CONSTRUCTION STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE

REVISIONS. THE 2026 CONSTRUCTION STANDARDS AND DETAILS BOOK IS

AVAILABLE AT:

https://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2026

CONSTRUCTION STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN

WHICH THERE IS A CONFLICT.

FUNCTIONAL CLASS:

MINOR ARTERIAL

THIS PROJECT IS 100% IN THE CITY

OF NEWNAN AND IS NOT A STATE OR

COUNTY MAINTAINED ROADWAY.

THIS PROJECT HAS BEEN PREPARED

USING THE HORIZONTAL GEORGIA

COORDINATE SYSTEM OF 1984 (NAD

1983) / 94 WEST ZONE, AND THE

NORTH AMERICAN VERTICAL DATUM

(NAVD) OF 1988.

THIS DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN

ANYWAY INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER

MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE

INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS

INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT OF

TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED

TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

LOCATION SKETCH

PLANS PREPARED

BY:

PLANS COMPLETED 07-10-2026

REVISIONS

DEPARTMENT OF THE CITy ENgINEER CITy OF NEwNAN

NEWNAN CROSSING BOULEVARD @

DIPLOMAT PARKWAY / STONEBRIDGE CROSSING

INTERSECTION IMPROVEMENTS

PROJECT LOCATION

LIMIT OF CONSTRUCTION

STA. 3+90.21

OFFSET=133.08'R

N:1232223.99 E:2118337.62

BEGIN PROJECT

STA. 3+63.57

OFFSET=53.46'R

N:1232292.56 E:2118290.51

END PROJECT

STA. 8+62.18

OFFSET=44.89'L

N:1232491.90 E:2118751.56

LIMIT OF CONSTRUCTION

STA. 4+24.33

OFFSET=87.60'L

N:1232445.35 E:2118309.35

AutoCAD SHX Text DRAWING No.

John.Karnowski

GA PE

3/1/2022

Aaron Karnowski

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INDEX

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

02-0001GEORGIA

DRAWING NO.

01-0001 02-0001

04-0001 TO 04-0002

06-0001

13-0001 TO 13-0002

26-0001

27-0001 TO 27-0002

DESCRIPTION DRAWING NO. DESCRIPTION

COVER

INDEX

GENERAL NOTES

QUANTITIES

CONSTRUCTION PLAN SHEETS

SIGNING & MARKING PLAN SHEETS

SIGNAL PLAN SHEETS

24-0001 UTILITY PLAN SHEETS

AutoCAD SHX Text DRAWING No.

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GENERAL NOTES

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

04-0001GEORGIA

1. ALL CONCRETE SIDEWALKS AND WHEELCHAIR RAMPS LOCATED IN RADIUS

RETURNS SHALL BE 8" THICKNESS.

SIDEWALK NOTES

1. THE WORK AUTHORIZED MUST BEGIN WITHIN THREE MONTHS AND BE COMPLETED

WITHIN TWELVE MONTHS ON A SCHEDULE SATISFACTORY WITH THE CITY OF

NEWNAN FROM THE PERMIT APPROVAL DATA, AND ALSO, BE COMPLETED BEFORE

THIS FACILITY IS OPEN TO THE PUBLIC.

2. THE FOLLOWING WILL NOT BE ALLOWED ON THE PUBLIC RIGHT OF WAY: (1)

DIVERSION OF ADDITIONAL DRAINAGE AREA ON THE RIGHT OF WAY, OR

INCREASE IN THE CFS OF CURRENT VOLUMES OF WATER; (2) GRADING

EXCEPT AT DRIVEWAY CONSTRUCT LOCATIONS; (3) HEADWALLS; (4) SIGNS,

DISPLAYS, DEVICES, AND OTHER STRUCTURES WHICH ARE DESIGNED, INTENDED,

OR USED TO ADVERTISE OR INFORM; (5) LANDSCAPING WITHOUT PRIOR

APPROVAL OF LANDSCAPE PLANS.

3. ALL EXISTING UTILITIES WHICH WOULD BE UNDER NEW PAVEMENT OR IN

ACCELERATION / DECELERATION LANES SHALL BE RELOCATED BEFORE FINAL

GRADING OR PAVING AND AT NO COST TO THE CITY OF NEWNAN OR AN

APPROVED RETENTION LETTER FROM THE UTILITY OWNER.

4. CONSTRUCTION OF EROSION CONTROL BARRIERS PER GEORGIA DEPARTMENT OF

NATURAL RESOURCES CODE 291-3-7 AND SHALL BE MAINTAINED UNTIL

PERMANENT VEGETATION IS ESTABLISHED.

5. APPLICANT SHALL RESTORE ALL EXISTING SIGNS AND REGRASS TO CITY

SPECIFICATION ALL RIGHT OF WAY THAT IS DISTURBED DURING WORK AND

AUTHORIZED HEREIN.

6. THE PERMIT APPLICANT IS RESPONSIBLE FOR REPLACEMENT OF ALL EXISTING

PAVEMENT MARKINGS DAMAGED BY PERMIT CONSTRUCTION AND THE ADDITION OF

NEW PAVEMENT MARKINGS AND/OR SIGNS AS SHOWN ON THE APPROVED PLAN,

OR CURRENT M.U.T.C.D. GUIDELINES.

7. ALL CURBED ISLANDS SHALL BE FILLED TO THE TOP OF CURB WITH TOP

SOIL AND GRASSED. NOTE: THIS APPROVAL DOES NOT ALLOW ANY WORK ON

RIGHT OF WAY IN CONNECTION WITH UTILITY LINES (SANITARY SEWER,

WATER, TELEPHONE, GAS, ETC.)

REQUIRED PAVEMENT SPECIFICATIONS:

1 1/4" 9.5 mm SUPERPAVE 2" 19 mm SUPERPAVE 8" 25 mm SUPERPAVE

12" GRADED AGGREGATE BASE COURSE

SIDEWALK NOTES

1. OVERLAY SHALL BE AS DIRECTED BY THE CITY OF NEWNAN INSPECTOR.

2. ALL SIDEWALKS, CROSSWALKS, AND RAMPS SHALL BE ADA STANDARD GDOT

DETAILS.

3. ALL WORK PERFORMED WITHIN CITY R/W SHALL CONFORM TO CITY STANDARDS

AND DETAILS.

NOTICE

1. UTILITY RELOCATIONS MUST BE PERMITTED THROUGH THE CITY ENGINEER.

2. UTILITY OWNERS MUST PROVIDE THE CITY THE PERMIT NUMBER TO ANY GUPS

PERMITS AS PART OF THE WORK DESCRIPTION.

3. PRIOR TO EARTH DISTURBING ACTIVITIES, ALL UNDERGROUND UTILITIES ARE

TO BE LOCATED BY THE UTILITY OWNER OR A "LOCATES" FIRM WHETHER THE

UTILITY IS SHOWN ON THE PLANS OR NOT.

4. ALL UTILITIES RELOCATED OR NEWLY INSTALLED SHALL BE IN ACCORDANCE

WITH THE GDOT UTILITY MANUAL, CURRENT EDITION, AT NO COST TO THE

CITY OF NEWNAN.

UTILITY PLANS

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM

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GENERAL NOTES

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

04-0002GEORGIA

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL APPROPRIATE

PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CURRENT

EDITION.

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. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS AS SHOWN ON THE

DETAIL SHEET, DETECTORS SHALL HAVE SEPARATE LEAD-INS TO THE CONTROL

CABINET.

4. 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 A MAXIMUM OF 5 FEET), IN LOCATION

OF NEW SIGNAL POLES, ARE ACCEPTABLE TO AVOID UNDERGROUND UTILITIES.

MINIMUM CLEARANCES FROM EDGE OF PAVEMENT SHALL BE MAINTAINED.

PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS SHOWN ON THE

PLANS.

5. 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.

6. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE CITY ENGINEER

PRIOR TO FINAL ACCEPTANCE.

7. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW PROCEDURES OUTLINED

IN THE DOT SPECIFICATION.

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

REMOVED OR RELOCATED SHALL BE REPLACED IN ACCORDANCE WITH CURRENT

GDOT STANDARDS AND DIRECTED TO THE CITY ENGINEER.

9. PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE

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.

10. SAWCUTS AND REMOVAL OF ALL CONCRETE ASSOCIATED WITH CURB CUT RAMPS

SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM.

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

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

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

LANDSCAPING, GRASSINGS, UTILITY SERVICE LINES, STORM DRAIN PIPES,

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

TO CONTRACTOR'S ACTIVITY.

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

IN THE OVERALL BID PRICE. NO ADDITIONAL PAYMENTS SHALL BE MADE TO

THE CONTRACTOR FOR EROSION CONTROL.

13. ALL TRAFFIC MARKING, SYMBOLS OR STRIPING TO BE REMOVED AND/OR

REPLACED SHALL BE PAID FOR IN THE TRAFFIC CONTROL LUMP SUM ITEM.

TRAFFIC SIGNAL GENERAL NOTES

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM

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SUMMARY OF QUANTITIES

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

06-0001GEORGIA

DESCRIPTION UNIT QUANTITYNUMBER

636-1041 HIGHWAY SIGNS, TP 2 MATL. REFL SHEETING, TP 9

STEEL STRAIN POLE, TP IV w/ 65 FT MAST ARM, BLACK POWDER COATED

NOTE: QUANTITIES ARE ESTIMATES AND SHOULD BE VERIFIED BY CONTRACTOR

TRAFFIC SIGNAL INSTALLATION NO. 1 LS 1

MICROWAVE VEHICLE DETECTION SYSTEM NO. 1 LS 1

A. MOUNTING ASSEMBLY EA 6

B. CABLES LF 750

TRAFFIC SIGNAL

639-3004

647-1000

937-6010

PEDESTRIAN DETECTION SYSTEM NO. 1937-4100

C. 3-PAIR LOOP LEAD-IN CABLE, 18 AWG, PER 1000 FT.

LS 1

EA 8

EA 4

D. PUSH BUTTON STATION ASSEMBLY WITH SIGN

I. PEDESTRIAN PUSH BUTTON STATION ADAPTER, 4 IN PEDESTAL POLE, ADJUSTABLE (BLACK)

REEL 1

PULL BOX, TYPE 5 EA 1682-2150

CONDUIT, NONMETL, TP 3, 2 IN LF 1020682-6233

CONDUIT, NONMETL, TP 3, 1 IN LF 680682-6230

CONDUIT, NONMETL, TP 2, 2 IN LF 155682-6222

CONDUIT, NONMETL, TP 2, 1 IN LF 85682-6219

DIRECTIONAL BORE, 7 IN LF 340682-9950

CONDUIT, RIGID, 1 IN LF 50682-6110

PULL BOX, TYPE 4S EA 3682-2145

STEEL STRAIN POLE, TP IV w/ 50 FT MAST ARM, BLACK POWDER COATED EA 1639-3004

STEEL STRAIN POLE, TP IV w/ 30 FT MAST ARM, BLACK POWDER COATED EA 1639-3004

DESCRIPTION UNIT QUANTITYNUMBER

636-1041 HIGHWAY SIGNS, TP 2, MATL. REFL SHEETING, TP 9 SF 7.5

SIGNING & MARKING

THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 1680653-1804

THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 990653-1704

610-6515 REMOVE HIGHWAY SIGN, STD EA 3

DESCRIPTION UNIT QUANTITYNUMBER

TACK COAT

SY 7670

CONSTRUCTION

CONC SIDEWALK, 6 IN SY 1006

MILL ASPH CONC PVMT, 1 1/2 IN DEPTH

GL 384

402-3130 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME TN 633

THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, WHITE LF 1880653-1906

THERMOPLASTIC SOLID TRAF STRIPE, 6 IN, YELLOW LF 1550653-2602

CONC CURB & GUTTER, 8 IN X 30IN, TP2 LF 130

NOTE: ESTABLISHING FINAL GRADE FOR SIDEWALK CONSTRUCTION IS INCIDENTAL TO INSTALLATION OF SIDEWALK (441-0106).

DETECTABLE WARNING SURFACES ARE INCIDENTAL TO INSTALLATION OF SIDEWALK (441-0106)

413-0750

432-0206

441-0106

441-6222

150-1000 TRAFFIC CONTROL LS 1

THERMOPLASTIC SKIP TRAF STRIPE, 6 IN, WHITE GLF 1865653-2611

RAISED PVMT MARKERS TP 3 EA 52654-1003

THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 8653-0120

NEWNAN CROSSING BLVD

(45 MPH)

NEWN

CROS

SING

(45

MPH)

D I P L O M A T

P K W Y

M P H

30 120

SCALE IN FEET

0 60 13-0001GEORGIA

3/1/2022

Aaron Karnowski

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM

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CONSTRUCTION PLANS

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

TYPE B RAMP

(GDOT DET. A3)

LIMIT OF CONSTRUCTION

END SIDEWALK. TIE

TO EXISTING SIDEWALK

STA. 3+90.02

OFFSET=129.82'R

N:1232227.06 E:2118336.51

BEGIN 5' SIDEWALK

STA. 4+84.16

OFFSET=62.32'R

N:1232313.25 2118402.50

END 5' SIDEWALK

END TYPE 2 CURB & GUTTER

STA. 3+91.73

OFFSET=74.14'L

N:1232422.79 E:2118279.13

BEGIN 5' SIDEWALK. TIE TO

EXISTING SIDEWALK.

STA. 4+59.84

OFFSET=80.06'L

N:1232447.25 E:2118348.53

BEGIN 5' SIDEWALK

BEGIN TYPE 2 CURB & GUTTER

STA. 3+78.97

OFFSET=59.58'L

N:1232404.87 E:2118270.40

END 5' SIDEWALK. TIE TO

EXISTING SIDEWALK.

STA. 4+84.15

OFFSET=69.75'L

N: 1232442.68 E:2118376.24

BEGIN PROJECT

STA. 0+00

OFFSET=39.77'R

N:1232137.83 E:2117981.24

END PROJECT

STA. 8+62.18

OFFSET=44.89'L

N:1232491.90 E:2118751.56

LIMIT OF CONSTRUCTION

STA. 4+24.33

OFFSET=87.60'L

N:1232445.35 E:2118309.35

BEGIN TYPE 2 CURB & GUTTER

STA. 4+53.03

OFFSET=73.72'L

N:1232439.43 E:2118342.82

END TYPE 2 CURB & GUTTER

STA. 4+84.17

OFFSET=59.17'L

N:1232432.32 E:2118378.36

TYPE B RAMP

(GDOT DET. A3)

BEGIN TYPE 2 CURB

& GUTTER

STA. 3+80.12

OFFSET=53.22'R

N:1232297.61 E:2118305.34

END TYPE 2 CURB &

GUTTER

STA. 3+99.21

OFFSET=72.09'R

N:1232284.75 E:2118327.94

BEGIN TYPE 2 CURB

& GUTTER

STA. 4+83.07

OFFSET=52.29'R

N:1232322.87 E:2118399.49

END TYPE 2 CURB &

GUTTER

STA. 4+57.23

OFFSET=69.53'R

N:1232300.87 E:2118379.44

BEGIN TYPE 2 CURB & GUTTER

STA. 3+82.04

OFFSET=49.58'L

N:1232396.29 E:2118276.48

END TYPE 2 CURB & GUTTER

STA. 4+01.16

OFFSET=71.56'L

N:1232423.19 E:2118289.56

STA. 3+88.78

OFFSET=102.93'R

STA. 3+85.94

OFFSET=109.55'R

STA. 3+86.23

OFFSET=119.88'R

STA. 3+94.35

OFFSET=103.10'R

STA. 3+89.39

OFFSET=110.78'R

STA. 3+90.58

OFFSET=121.05'R

END 5' SIDEWALK. TIE

TO EXISTING TRAIL

STA. 4+67.90

OFFSET=106.84'R

N:1232266.61 E:2118397.14

STA. 4+69.73

OFFSET=124.57'R

TIE TO EXISTING SIDEWALK

STA. 4+72.67

OFFSET=119.32'R

STA. 4+72.25

OFFSET=115.62'RSTA. 3+86.02

OFFSET=125.25'R

STA. 4+69.03

OFFSET=117.33'R

STA. 4+72.71

OFFSET=104.29'R

STA. 4+68.59

OFFSET=98.24'R

STA. 4+63.13

OFFSET=99.77'R

BEGIN 5' SIDEWALK

STA. 3+80.94

OFFSET=63.19'R

N:1232288.32 E:2118309.06

MILL & OVERLAY, 1-1/2 IN DEPTH

885885

890885

883 884

NEWNAN CROSSING BLVD

(45 MPH)

NEWN

CROS

SING

(45

MPH)

D I P L O M A T

P K W Y

M P H

3/1/2022

Aaron Karnowski

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM

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BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

P.I. No.

REVISION DATES

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CONTOUR MAP

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

13-0002GEORGIA 30 120

SCALE IN FEET

0 60

E(B) E(B)

E(B)

T(B)

T(B) T(B)

T(B) T(B) T(B)

T(B) T(B)

T(B) T(B) T(B) T(B)

T(B) T(B)

T(B) T(B) T(B) T(B)

W(B) W(B)

W(B) W(B) W(B)

THT

HTT WWW

WWW T

S T

SS(C

S TS T

S T

SS(C)

S T

SS(C)

SS(D) SS(D) SS(D) SS(D) SS(D) SS(D)

T(B)

S T

NEWNAN CROSSING BLVD

(45 MPH)

NEWN

CROS

SING

(45

MPH)

D I P L O M A T

P K W Y

M P H

3/1/2022

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DATE:

P.I. No.

REVISION DATES

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UTILITY PLANS

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

30 120

SCALE IN FEET

0 60 24-0001GEORGIA

NEWNAN CROSSING BLVD

(45 MPH)

NEWN

CROS

SING

(45

MPH)

D I P L O M A T

P K W Y

M P H

3/1/2022

Aaron Karnowski

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM

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VERIFIED:

DATE:

P.I. No.

REVISION DATES

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SIGNING & MARKING PLAN

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

30 120

SCALE IN FEET

0 60 26-0001GEORGIA

REMOVE EXISTING R1-1

SIGN

REMOVE EXISTING

R1-1 SIGN

REMOVE EXISTING

SIGN

INSTALL:

R2-1 (30X36) N:1232231.2850 E:2118339.7779

STRIPE IN ACCORDANCE

WITH GDOT DETAIL T-14,

DETAIL "B" (WHITE)

CROSSWALK PER GDOT

DETAIL T-11A (TYP)

SPEED

LIMIT

TP 2 TRAFFIC

ARROW (TYP)

6 IN. SOLID WHITE w/

TYPE 3 CLR/RED RPMS

1EA 20' O.C

6 IN. SOLID

WHITE (TYP)

6 IN. DOUBLE

YELLOW

6 IN. SOLID

WHITE (TYP)

6 IN SOLID

WHITE

24 IN. SOLID

WHITE

6 IN. SOLID WHITE

24 IN. SOLID

WHITE (TYP)

REMOVE EXISTING "STOP" &

"AHEAD" MARKING 240'/210' NORTH

OF INTERSECTION

24 IN. SOLID WHITE

6 IN. SKIP WHITE

10' SEG, (30' GAP) w/

TYPE 3 CLR/RED RPMS

15' FROM SKIP (40' O.C.)

6 IN. SKIP WHITE

2' SEG (6' GAP)

6 IN. SKIP WHITE

10' SEG, (30' GAP) w/

TYPE 3 CLR/RED RPMS

15' FROM SKIP (40' O.C.)

6 IN. SOLID YELLOW

6 IN. SKIP WHITE

2' SEG (6' GAP)

6 IN. SKIP WHITE

2' SEG (6' GAP)

6 IN. SKIP WHITE

2' SEG (6' GAP)

6 IN. SOLID YELLOW

6 IN. SKIP WHITE

10' SEG, (30' GAP) w/

TYPE 3 CLR/RED RPMS

15' FROM SKIP (40' O.C.)

6 IN. SKIP WHITE

10' SEG, (30' GAP) w/

TYPE 3 CLR/RED RPMS

15' FROM SKIP (40' O.C.)

6 IN. SOLID WHITE

STRIPE IN ACCORDANCE

WITH GDOT DETAIL T-14,

DETAIL "B" (WHITE)

6 IN. SOLID WHITE w/

TYPE 3 CLR/RED RPMS

1EA 20' O.C

6 IN. SOLID WHITE

t t t t t t t t t t t t t t t t t t t t t t t t t t

NEWNAN CROSSING BLVD

(45 MPH)

NEWN

CROS

SING

(45

MPH)

D I P L O M A T

P K W Y

M P H

R10-12a

D3-1 #4

D3-1 #5

D3-1 #2

R a

R D S

RDS 8

R2C

R2B

R2A

R6B R6A

R A

R B

R C

RDS 2

RDS 6

RDS 2

RDS 1

R10-12a

D3-1 #3

2A 1

4 4 4A

8 86S

P6 P6

P2P2

3/1/2022

Aaron Karnowski

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

P.I. No.

REVISION DATES

GPLOT-V8

gplotborder-v8I-PO.tbl ########

JMK

AMK

JMK

07/10/2026

SIGNAL LEGEND DETECTION LEGEND TRAFFIC SIGNAL PLAN

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

6 X 40 DETECTION ZONE

6 X 6 DETECTION ZONE

PEDESTAL POLE & SIGNAL

3-SECT. HEAD W/ BACKPLATE

t t t

PULLBOX, TP 2

RADAR DETECTION UNIT

30 120

SCALE IN FEET

0 60 27-0001

R10-3E(L) 9"x15"

R10-3E(R) 9"x15"

PEDESTRIAN SIGNSREGULATORY SIGNS

R10-12A 30"x36"

12"

2,4,6,6S,8

LED SIGNAL HEADS WITH

2" RETRO-REFLECTIVE BORDER ON BACKPLATE

12"

P2,P4,P6,P8

18"

PEDESTRIAN HEADS

08070605

030201

PHASING DIAGRAM

OMIT

Y 12"

12"

OMIT

4-SECT. HEAD W/ BACKPLATE 332A CONTROLLER CABINET

STRAIN POLE, TP IV

W/ MAST ARM

PULLBOX, TP 5

PULLBOX, TP 4S

CONDUIT, BORED

OVERHEAD SIGN

OVERHEAD STREET NAME SIGNS

Y 12"

12"

2A,4A

GEORGIA

6'x40' DETECTION

ZONE (TYP)

6'x6' DETECTION ZONE

330' FROM STOP BAR (TYP)

INSTALL: 10' PEDESTAL POLE

LED COUNTDOWN PEDESTRIAN SIGNAL (P6)

ACCESSIBLE PEDESTRIAN SIGNAL & SIGN

CONDUIT, NM, TP2, 2-2" (30 LF) &

1-1" (15 LF)

PULLBOX, TP 2

INSTALL: STEEL STRAIN POLE, TP IV w/ 50' MAST ARM

STA: 3+83.85, 69.71 RT

COUNTDOWN PEDESTRIAN SIGNALS (P4,P6)

ACCESSIBLE PUSHBUTTON STATIONS & SIGNS

CONDUIT, NM, TP3, 3-2" (300 LF) & 2-1" (200 LF)

IN 7" DIRECTIONAL BORE (100 LF)

PULL BOX, TP 4S

CONDUIT, NM, TP2, 3-2" (15 LF) & 2-1" (10 LF)

INSTALL: STEEL STRAIN POLE, TP IV w/ 65' MAST ARM

RADAR DETECTION SYSTEMS (RDS 2,6,8)

STA: 4+95.25, 61.60 RT

CONDUIT, NM, TP3, 3-2" (420 LF) & 2-1" (280 LF)

IN 7" DIRECTIONAL BORE (140 LF)

PULL BOX, TP 4S

CONDUIT, NM, TP2, 3-2" (15 LF) & 2-1" (10 LF)

INSTALL: STEEL STRAIN POLE, TP IV w/ 65' MAST ARM

RADAR DETECTION SYSTEMS (RDS 1,2)

STA: 3+83.76, 64.42 LT

COUNTDOWN PEDESTRIAN SIGNAL (P4)

ACCESSIBLE PUSHBUTTON STATION & SIGN

CONDUIT, NM, TP3, 3-2" (300 LF) & 2-1" (200 LF)

IN 7" DIRECTIONAL BORE (100 LF)

PULL BOX, TP 4S

CONDUIT, NM, TP2, 3-2" (15 LF) & 2-1" (10 LF)

INSTALL: 10' PEDESTAL POLE

LED COUNTDOWN PEDESTRIAN SIGNAL (P2)

ACCESSIBLE PEDESTRIAN SIGNAL & SIGN

CONDUIT, NM, TP2, 2-2" (20 LF) & 1-1" (10 LF)

PULLBOX, TP 2

INSTALL: 10' PEDESTAL POLE

LED COUNTDOWN PEDESTRIAN SIGNAL (P8)

ACCESSIBLE PEDESTRIAN SIGNAL & SIGN

CONDUIT, NM, TP2, 2-2" (10 LF) &

1-1" (5 LF)

PULLBOX, TP 2

INSTALL: 332A CABINET BASE w/ UPS EXTENSION, 2070LX CONTROLLER w/ AUX FILE

UNINTERRUPTIBLE POWER SUPPLY, EXTERNAL

CONDUIT, NM, TP2, 5-2" (25 LF)

& 2-1" (10 LF)

PULLBOX, TP 5

INSTALL: STEEL STRAIN POLE, TP IV w/

35' MAST ARM

RADAR DETECTION SYSTEMS (RDS 4)

STA: 3+83.76, 64.42 LT

COUNTDOWN PEDESTRIAN SIGNAL (P2)

ACCESSIBLE PUSHBUTTON STATION & SIGN

CONDUIT, NM, TP2, 3-2" (15 LF) & 2-1" (10 LF)

D3-1 #5 24"x120"

D3-1 #1 (24"x120")

D3-1 #2 (24"x08")

D3-1 #4 (24"x108") D3-1 #5 (24"x120")

D3-1 #3 (24"x120")

INSTALL: 10' PEDESTAL POLE

LED COUNTDOWN PEDESTRIAN SIGNAL (P8)

ACCESSIBLE PEDESTRIAN SIGNAL & SIGN

CONDUIT, NM, TP2, 2-2" (10 LF) &

1-1" (5 LF)

PULLBOX, TP 2

INSTALL: 4' PEDESTAL POLE w/ POWER

METER, RUN POWER TO NEAREST SOURCE

CONDUIT, RIGID, 1-1" (50 LF)

6'x6' DETECTION ZONE

330' FROM STOP BAR (TYP)

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

TO CROSS

AutoCAD SHX Text

PUSH BUTTON

AutoCAD SHX Text

START CROSSING

AutoCAD SHX Text

DON'T START

AutoCAD SHX Text

FINISH CROSSING

AutoCAD SHX Text

IF STARTED

AutoCAD SHX Text

FLASHING

AutoCAD SHX Text

STEADY

AutoCAD SHX Text

WATCH FOR

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VEHICLES

AutoCAD SHX Text

DON'T CROSS

AutoCAD SHX Text

TIMER

AutoCAD SHX Text

TO FINISH CROSSING

AutoCAD SHX Text

TIME REMAINING

AutoCAD SHX Text

START CROSSING

AutoCAD SHX Text

STEADY

AutoCAD SHX Text

WATCH FOR

AutoCAD SHX Text

VEHICLES

AutoCAD SHX Text

DON'T CROSS

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DON'T START

AutoCAD SHX Text

FINISH CROSSING

AutoCAD SHX Text

IF STARTED

AutoCAD SHX Text

FLASHING

AutoCAD SHX Text

TIMER

AutoCAD SHX Text

TO FINISH CROSSING

AutoCAD SHX Text

TIME REMAINING

AutoCAD SHX Text

TO CROSS

AutoCAD SHX Text

PUSH BUTTON

AutoCAD SHX Text W

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09.dwg10:16:10 AM

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

P.I. No.

REVISION DATES

GPLOT-V8

gplotborder-v8I-PO.tbl ########

JMK

AMK

JMK

07/10/2026

TRAFFIC SIGNAL DETAILS

NEWNAN CROSSING BLVD @

DIPLOMAT PKWY / STONEBRIDGE XING

27-0002

332 CABINET INPUT ASSIGNMENT

DESCRIPTION UNIT QUANTITY

LIST OF MATERIALS

SIGNAL CABINET ASSEMBLIES

BATTERY BACKUP SYSTEM-EXTERNAL MOUNTED, CABINET (PER GDOT SPECS)

3-SECTION, 12" SIGNAL FACE LED - ALL BLACK HOUSING & FRONT, POLYCARBONATE

3-SECTION, 12" SIGNAL FACE LED - FYA - ALL BLACK HOUSING & FRONT FRONT, POLYCARBONATE

4-SECTION, 12" SIGNAL FACE LED - FYA - ALL BLACK HOUSING & FRONT, POLYCARBONATE

BACKPLATE FOR 3-SECTION, 12" SIGNAL FACE - ABS POLYCARBONATE, BLACK W/ RETROREFLECTIVE STRIP

BACKPLATE FOR 4-SECTION, 12" SIGNAL FACE - ABS POLYCARBONATE, BLACK W/ RETROREFLECTIVE STRIP

HARDWARE FOR MAST ARM MOUNTING

1-SECTION, 18" x 18" PEDESTRIAN SIGNAL FACE HOUSING, W/ 16" LED COUNTDOWN INSERT, FULL HAND/MAN OVERLAP, BLACK

PULL BOX, PB-2

10' PEDESTAL POLE w/ SQUARE BASE, BLACK POWDER COATED

G. DC ISOLATOR 3EA

2EA

1EA

9EA

1EA

11EA

12EA

8EA

4EA

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, ONE-WAY BRACKET ASSEMBLY, BLACK 4EA

C. SWITCH PACK 8EA

332 PREFABRICATED CONTROLLER BASE 1EA

MISCELLANEOUS MATERIALS NEEDED TO COMPLETE INSTALLATION LUMPLS

K. 2010 SIGNAL MONITOR, TYPE B (ETHERNET) 1EA

SIGNAL CONTROLLER UNITS

A. CONTROLLER UNIT, 2070 LX 1EA

A. CABINET ASSEMBLY, MODEL 332A 1EA

SIGNAL CABLE (14 AWG); 7 CONDUCTOR, PER 1000 FT. 1REEL

HARDWARE FOR SIDE-OF-POLE MOUNTING, TWO-WAY BRACKET ASSEMBLY - STEEL POLE 1EA

D3-1 #1 (24"x120")

D3-1 #2 (24"x08")

D3-1 #4 (24"x108") D3-1 #5 (24"x120")

D3-1 #3 (24"x120")

OVERHEAD STREET NAME SIGN DETAIL

HARDWARE FOR SIDE-OF-POLE MOUNTING, ONE-WAY BRACKET ASSEMBLY - STEEL POLE 2EA

DESCRIPTION UNIT QUANTITYNUMBER

636-1041 HIGHWAY SIGNS, TP 2 MATL. REFL SHEETING, TP 9

STEEL STRAIN POLE, TP IV w/ 65 FT MAST ARM, BLACK POWDER COATED

NOTE: QUANTITIES ARE ESTIMATES AND SHOULD BE VERIFIED BY CONTRACTOR

TRAFFIC SIGNAL INSTALLATION NO. 1 LS 1

MICROWAVE VEHICLE DETECTION SYSTEM NO. 1 LS 1

A. MOUNTING ASSEMBLY EA 6

B. CABLES LF 750

PAY ITEMS

639-3004

647-1000

937-6010

PEDESTRIAN DETECTION SYSTEM NO. 1937-4100

C. 3-PAIR LOOP LEAD-IN CABLE, 18 AWG, PER 1000 FT.

LS 1

EA 8

EA 4

D. PUSH BUTTON STATION ASSEMBLY WITH SIGN

I. PEDESTRIAN PUSH BUTTON STATION ADAPTER, 4 IN PEDESTAL POLE, ADJUSTABLE (BLACK)

REEL 1

PULL BOX, TYPE 5 EA 1682-2150

CONDUIT, NONMETL, TP 3, 2 IN LF 1020682-6233

CONDUIT, NONMETL, TP 3, 1 IN LF 680682-6230

CONDUIT, NONMETL, TP 2, 2 IN LF 155682-6222

CONDUIT, NONMETL, TP 2, 1 IN LF 85682-6219

DIRECTIONAL BORE, 7 IN LF 340682-9950

CONDUIT, RIGID, 1 IN LF 50682-6110

PULL BOX, TYPE 4S EA 3682-2145

STEEL STRAIN POLE, TP IV w/ 50 FT MAST ARM, BLACK POWDER COATED EA 1639-3004

STEEL STRAIN POLE, TP IV w/ 30 FT MAST ARM, BLACK POWDER COATED EA 1639-3004

GEORGIA

AutoCAD SHX Text DRAWING No.

AutoCAD SHX Text

C1 PIN

AutoCAD SHX Text

FUNCTION

AutoCAD SHX Text

FIELD TERM

AutoCAD SHX Text

FLASH

AutoCAD SHX Text N/C

AutoCAD SHX Text

TB8 4,6

AutoCAD SHX Text

TB6 9,10

AutoCAD SHX Text

TB6 5,6

AutoCAD SHX Text

TB6 1,2

AutoCAD SHX Text

TB4 9,10

AutoCAD SHX Text

TB4 5,6

AutoCAD SHX Text

TB4 1,2

AutoCAD SHX Text

TB2 9,10

AutoCAD SHX Text

TB2 5,6

AutoCAD SHX Text

TB2 1,2

AutoCAD SHX Text

CHANNEL 1

AutoCAD SHX Text

C1 PIN

AutoCAD SHX Text

FUNCTION

AutoCAD SHX Text

FIELD TERM

AutoCAD SHX Text N/C

AutoCAD SHX Text

CHANNEL 2

AutoCAD SHX Text

C1 PIN

AutoCAD SHX Text

FUNCTION

AutoCAD SHX Text

FIELD TERM

AutoCAD SHX Text

CHANNEL 1

AutoCAD SHX Text

C1 PIN

AutoCAD SHX Text

FUNCTION

AutoCAD SHX Text

FIELD TERM

AutoCAD SHX Text

CHANNEL 2

AutoCAD SHX Text

SLOT

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

CARD

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

CARD

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

TBA

AutoCAD SHX Text

TBA

AutoCAD SHX Text

DC ISO

AutoCAD SHX Text

TB8 7,9

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

DET

AutoCAD SHX Text

TBA

AutoCAD SHX Text

TBA

AutoCAD SHX Text

TB3 1,2

AutoCAD SHX Text

TB3 5,6

AutoCAD SHX Text

TB3 9,10

AutoCAD SHX Text

TB5 1,2

AutoCAD SHX Text

TB5 5,6

AutoCAD SHX Text

TB5 9,10

AutoCAD SHX Text

TB7 1,2

AutoCAD SHX Text

TB7 5,6

AutoCAD SHX Text

TB7 9,10

AutoCAD SHX Text

TB9 4,6

AutoCAD SHX Text

TB9 10,12

AutoCAD SHX Text

TB3 3,4

AutoCAD SHX Text

TB3 7,8

AutoCAD SHX Text

TB3 11,12

AutoCAD SHX Text

TB5 3,4

AutoCAD SHX Text

TB5 7,8

AutoCAD SHX Text

TB5 11,12

AutoCAD SHX Text

TB7 3,4

AutoCAD SHX Text

TB7 7,8

AutoCAD SHX Text

TB7 11,12

AutoCAD SHX Text

TB9 5,6

AutoCAD SHX Text

TB9 8,9

AutoCAD SHX Text

TB9 11,12

AutoCAD SHX Text

UPPER INPUT FILE

AutoCAD SHX Text

LOWER INPUT FILE

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

TB2 3,4

AutoCAD SHX Text

TB2 7,8

AutoCAD SHX Text

TB2 11,12

AutoCAD SHX Text

TB4 3,4

AutoCAD SHX Text

TB4 7,8

AutoCAD SHX Text

TB4 11,12

AutoCAD SHX Text

TB6 3,4

AutoCAD SHX Text

TB6 7,8

AutoCAD SHX Text

TB6 11,12

AutoCAD SHX Text

TB8 5,6

AutoCAD SHX Text

TB8 8,9

AutoCAD SHX Text

TB9 7,9

AutoCAD SHX Text

RADAR

AutoCAD SHX Text

RADAR

AutoCAD SHX Text

RADAR

AutoCAD SHX Text R2A

AutoCAD SHX Text R4A

AutoCAD SHX Text R6A

AutoCAD SHX Text

04 PED

AutoCAD SHX Text

DC ISO

AutoCAD SHX Text

08 PED

AutoCAD SHX Text

02 PED

AutoCAD SHX Text

06 PED

AutoCAD SHX Text

DC ISO

AutoCAD SHX Text R2B

AutoCAD SHX Text R6B

AutoCAD SHX Text

RADAR

AutoCAD SHX Text

RADAR

AutoCAD SHX Text R1

AutoCAD SHX Text 6.4"

AutoCAD SHX Text 15"

AutoCAD SHX Text 6.4"

AutoCAD SHX Text 42.8"

AutoCAD SHX Text 6.4"

AutoCAD SHX Text 24.5"

AutoCAD SHX Text 6.4"

AutoCAD SHX Text 108"

AutoCAD SHX Text 7.5"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 24"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 12"B

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 12"B

AutoCAD SHX Text 6.5"

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AutoCAD SHX Text 6.4"

AutoCAD SHX Text 42.8"

AutoCAD SHX Text 6.4"

AutoCAD SHX Text 24.5"

AutoCAD SHX Text 6.4"

AutoCAD SHX Text 15"

AutoCAD SHX Text 6.4"

AutoCAD SHX Text 108"

AutoCAD SHX Text 7.5"

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AutoCAD SHX Text 6.5"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 12"B

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 24"

AutoCAD SHX Text 120"

AutoCAD SHX Text 6.2"

AutoCAD SHX Text 33.4"

AutoCAD SHX Text 5"

AutoCAD SHX Text 36"

AutoCAD SHX Text 5"

AutoCAD SHX Text 18.5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 4.6"

AutoCAD SHX Text 6.2"

AutoCAD SHX Text 7.5"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 57.4"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 20.9"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 15"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 12"B

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 24"

AutoCAD SHX Text 120"

AutoCAD SHX Text 7.5"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 12"B

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 24"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 15"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 57.4"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 20.9"

AutoCAD SHX Text 6.7"

AutoCAD SHX Text 120"

AutoCAD SHX Text R4C

AutoCAD SHX Text R4B

AutoCAD SHX Text

RADAR

AutoCAD SHX Text R8

AutoCAD SHX Text

RADAR

R2C

Sheets and Views

Newnan Crossing & Diplomat Pkwy Signal Plan 2026.07.09-27-0002

File details come from the government source that posted it. Updated Jul 31, 2026.