4-DSGN S-117-002800-1.pdf

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P P P P P P P

P P

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X X X X X X X X X X X X X X X X X X X X X X X X X X

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OH

P

OH

P

OH

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OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OHPOHPOHPOHPOHPOHPOHPOHP

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

R4

R8

R1 R5

P2

P4

P4

P6

P6

P8

P8

P2

8 8

SR 400/US HWY 19

65MPH

B O

TTO

M

S R

O A

D 35 M

PH

SETTINGDOW

N CIR

35M

PH

D3-1#

D3-1#4

D3-1#3

D3-1#2

D3-1#5

R10-12

SR 400/US HWY 19

65MPH R10-12

D3-1#

EXISTING R/W

6'X40' RADAR DETECTION

6'X40' RADAR DETECTION

INSTALL:

-STRAIN POLE TYPE IV W/ 20' LUMINAIRE ARM

-TYPE 3 PULL BOX

-3@2" NM TO PULL BOX

-2@1" NM TO PULL BOX

-MICROWAVE RADAR DETECTION UNITS (R1, R6, R8)

INSTALL:

-PED POLE W/ BASE

-TYPE 2 PULL BOX

-2@2" NM TO PULL BOX

-1@1" NM TO PULL BOX

-P4 & P6 PED HEADS, PUSH BUTTON STATIONS AND SIGNS

6'X40' RADAR DETECTION

INSTALL

-STRAIN POLE TYPE IV

-TYPE 3 PULL BOX

-3@2" NM TO PULL BOX

-2@1" NM TO PULL BOX

INSTALL:

-PED POLE W/ BASE

-TYPE 2 PULL BOX

-2@2" NM TO PULL BOX

-1@1" NM TO PULL BOX

-P6 & P8 PED HEADS, PUSH BUTTON STATIONS AND SIGNS

6'X40' RADAR DETECTION

INSTALL

-PED POLE W/ BASE

-TYPE 2 PULL BOX

-2@2" NM TO PULL BOX

-1@1" NM TO PULL BOX

-P2 & P8 PED HEADS, PUSH BUTTON STATIONS AND SIGNS

INSTALL:

-STRAIN POLE TYPE IV W/ 20' LUMINAIRE ARM

-TYPE 3 PULL BOX

-3@2" NM TO PULL BOX

-2@1" NM TO PULL BOX

-MICROWAVE RADAR DETECTION UNITS (R2, R4, R5)

INSTALL:

-STRAIN POLE TYPE IV

-TYPE 3 PULL BOX

-3@2" NM TO PULL BOX

-2@1" NM TO PULL BOX

INSTALL:

-PED POLE W/ BASE

-TYPE 2 PULL BOX

-2@2" NM TO PULL BOX

-1@1" NM TO PULL BOX

-P2 & P4 PED HEADS, PUSH BUTTON STATIONS AND SIGNS

INSTALL

-2070 LX CONTROLLER

-332L CONTROLLER CABINET

-INTERNALLY MOUNTED BBC

-AUXILARY OUTPUT FILE

-MICROWAVE RADAR EQUIPMENT

- METER BASE & POWER DISCONNECT ON CONCRETE

POLE (AERIAL POWER FEED)

-TYPE 5 PULL BOX

EXISTING HIGH TRANSITION

POWER POLE TO REMAIN

EXISTING HIGH TRANSITION

POWER POLE TO REMAIN

EXISTING HIGH TRANSITION

POWER LINE

EXISTING HIGH TRANSITION

POWER LINE

R6-3

R6-1L R6-1R

R6-1L R6-1R

R6-3

2@2" NM (40 LF EA)

5@2" NM AND 1@1" NM (20 LF EA)

2@2" NM (30 LF EA)

2@2" NM

(45 LF EA)

R5-1

2@2" NM (30 LF EA)

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING POWER LINE

NEW EOP

R300.0'

R65.0'

P P P P P

P

X X X X X X X X X X X X X X X X X X X

X X

XXXX

R2A

R2B

6'X6' RADAR DETECTION 480' AWAY

FROM STOP BAR (2)

OHPOHPOHPOHPOHP

R6A

R6B

6'X6' RADAR DETECTION 480'

AWAY FROM STOP BAR (2)

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DWN BY CKD BY

SHEET

IDENTIFICATION

PREPARED FOR

A&R JOB No.

F

A B C D E GF

DATE

LANDLOT DISTRICT

24 HOUR CONTACT

PARCEL ID #

RE

VI

SI

ON

S

S E

A L

A&R Engineering, Inc.

2160 Kingston Court, Ste O

Marietta, GA 30067

(770) 690-9255

GA COA #PEF00400

DE

SC

RI

PT

IO

N

DA

TE

No

1 2 3 4 5 6 7 8 9

NOT RELEASED FOR CONSTRUCTION

RP FORSYTH 400 LLC,

445 BISHOP SR SUITE 200

ATLANTA, GA 30318

678-367-4210

06-06-2025

SR

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BRIAN CARDOZA

770-843-7750

CT-7001

FAC AKA

314, 315, 334, 335, 336 14

25-094

SI

GN

AL

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ES

IG

N

1 inch = ft.

GRAPHIC SCALE

( IN FEET )

030 15 30 60 120

NORTH

OMIT

PHASING DIAGRAM

01 02 0403

08070605

W

W

W

W

W W

INTERSECTION: GA 400 (US HWY 19)

COUNTY: FORSYTH COUNTY

SPEED LIMIT: 65 MPH

INDUCTIVE PRESENCE LOOP

ALL EXISTING SIGNAL EQUIPMENT IS CALLED OUT OR SHOWN AS DASHED

VIRTUAL PRESENCE DETECTION ZONE

RADAR DETECTION UNIT MAGNETOMETER

PROPOSED SIGNAL HEAD

EXISTING SIGNAL HEAD

RELOCATED SIGNAL HEAD

PROPOSED 4 SECTION

SIGNAL HEAD

PROPOSED 4 OR 5

SECTION SIGNAL HEADS

PEDESTRIAN SIGNAL

HEADS

SIGNAL LEGEND

DETECTION LEGEND

VIDEO DETECTION CAMERA

W W

OMIT

PEDESTRIAN SIGNS

R10-3E (L)

PEDESTRIAN SIGN

9" X 15"

R10-3E (R)

PEDESTRIAN SIGN

9" X 15"

START CROSSING

Watch For Vehicles

DON'T START

Finish CrossingIf Started

TIME REMAININGTo Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

TIMER

STEADY

FLASHING

START CROSSING

Watch For Vehicles

DON'T START

Finish CrossingIf Started

TIME REMAININGTo Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

STEADY

FLASHING

TIMER

OVERHEAD STREET NAME SIGNS

D3-1

11" CAPITAL LETTERS

SR 400

#1

D3-1

11" CAPITAL LETTERS

Bottoms Road #2 j j

D3-1

11" CAPITAL LETTERS

Settingdown Cir.

D3-1

11" CAPITAL LETTERS

Settingdown Cir.

#4 jj

D3-1

11" CAPITAL LETTERS

Bottoms Road

#3

#5

PEDESTRIAN SIGNS

R10-3E (L)

PEDESTRIAN SIGN

9" X 15"

R10-3E (R)

PEDESTRIAN SIGN

9" X 15"

START CROSSING

Watch For Vehicles

DON'T START

Finish CrossingIf Started

TIME REMAININGTo Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

TIMER

STEADY

FLASHING

START CROSSING

Watch For Vehicles

DON'T START

Finish CrossingIf Started

TIME REMAININGTo Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

STEADY

FLASHING

TIMER

SIGN LEGEND

OVERHEAD STREET NAME SIGNS

D3-1

11" CAPITAL LETTERS

SR 400

#1

D3-1

11" CAPITAL LETTERS

Bottoms Road #2 j j

D3-1

11" CAPITAL LETTERS

Settingdown Cir.

D3-1

11" CAPITAL LETTERS

Settingdown Cir.

#4 j D3-1

11" CAPITAL LETTERS

#3

#5

LED SIGNAL HEADS WITH RETROREFLECTIVE BACKPLATES

P2, P4, P6, P8

R R

Y

G 12"

12"

12"

2, 4, 4s 6, 8, 8s

Y

G

R

12"

12"

12"

1, 5

R10-12 30" X 36"

LEFT TURN

YIELD

ON GREEN

ONE WAY

NORTH

ONE WAY

APPROVED

TMC

Georgia D.O.T.

AutoCAD SHX Text

GRASS MEDIAN

AutoCAD SHX Text

GRASS MEDIAN

AutoCAD SHX Text

"WRONG WAY"

AutoCAD SHX Text

"DO NOT ENTER"

AutoCAD SHX Text

"SPEED LIMIT 35"

AutoCAD SHX Text

"DO NOT ENTER"

AutoCAD SHX Text

"NO THRU TRUCKS"

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"LOW SHOULDER"

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C/L DITCH

AutoCAD SHX Text

C/L DITCH

AutoCAD SHX Text

C/L DITCH

AutoCAD SHX Text

"ROAD WORK 2 MILES"

AutoCAD SHX Text

"ROAD WORK 2 MILES"

AutoCAD SHX Text

C/L DITCH

AutoCAD SHX Text \\ARSERV\Projects\25-094 (Old 24-098) North GA Business Park, SR 400, Forsyth County\DWG

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AutoCAD SHX Text No. 22518

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PROFESSIONAL

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DIVIDED

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HIGHWAY

AutoCAD SHX Text R6-3

A B C D E G

DWN BY CKD BY

SHEET

IDENTIFICATION

PREPARED FOR

A&R JOB No.

F

A B C D E GF

DATE

LANDLOT DISTRICT

24 HOUR CONTACT

PARCEL ID #

RE

VI

SI

ON

S

S E

A L

A&R Engineering, Inc.

2160 Kingston Court, Ste O

Marietta, GA 30067

(770) 690-9255

GA COA #PEF00400

DE

SC

RI

PT

IO

N

DA

TE

No

1 2 3 4 5 6 7 8 9

NOT RELEASED FOR CONSTRUCTION

RP FORSYTH 400 LLC,

445 BISHOP SR SUITE 200

ATLANTA, GA 30318

678-367-4210

06-06-2025

SR

B

OT

TO

M

S

RD

IN

TE

RS

EC

TI

ON

M

OD

. D

ES

IG

N

SR

B

OT

TO

M S

RO

AD

IN

T

M

OD

. D

ES

BRIAN CARDOZA

770-843-7750

CT-7002

FAC AKA

314, 315, 334, 335, 336 14

25-094

SI

GN

AL

N

OT

ES

GENERAL NOTES FOR TRAFFIC SIGNALS

GENERAL NOTES FOR TRAFFIC SIGNALS

1. THE COMPLETE SIGNAL INSTALLATION, MODIFICATION AND/OR REBUILD SHALL CONFORM TO ALL APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES CURRENT EDITION INCLUDING SUBSEQUENT PUBLISHED RULINGS.

2. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL/CCTV INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW PROCEDURES OUTLINED IN THE

CURRENT GDOT/COUNTY/CITY SPECIFICATIONS

3. ALL INSTALLATION MATERIALS AND METHODS SHALL COMPLY WITH THE CURRENT COUNTY, CITY AND GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. INSTALLATION SHALL MEET CURRENT NFPA NATIONAL ELECTRICAL CODE AND ANSI NATIONAL ELECTRICAL SAFETY CODE.

4. THE CONTRACTOR IS REQUIRED TO MAINTAIN VEHICLE DETECTION WITHOUT INTERRUPTION FOR ALL TRAFFIC SIGNAL PHASES DURING CONSTRUCTION OF THE PROJECT.

APPROVED DETECTION SHALL BE USED FOR PRESENCE DETECTION AND PULSE DETECTION. TEMPORARY POLES MAY BE REQUIRED TO SUPPORT THESE DETECTION DEVICES

DURING PROJECT CONSTRUCTION.

5. THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNALS, CCTV, AND COMMUNICATIONS DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS, INCLUDING TEMPORARY SUPPORT POLE LOCATION(S) REQUIRED BY THE PROJECT DURING THE INTERIM PERIOD THROUGH INSTALLATION OF NEW SIGNAL EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR CAUSE ANY PART OF THE SIGNAL/CCTV OPERATION INCLUDING COMMUNICATIONS TO BE INOPERABLE. ANY NECESSARY INTERRUPTION IN COMMUNICATION OR OPERATION DUE TO CONSTRUCTION MUST BE APPROVED BY THE COUNTY, CITY, OR GDOT TRAFFIC

ENGINEER, OR HIS/HER DESIGNEE.

6. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN THE VICINITY OF NEW TRAFFIC SIGNAL POLES, CONDUIT, AND PULL BOXES BEFORE INSTALLATION. MINOR SHIFTS (UP TO A MAXIMUM OF FIVE (5) FEET) IN THE LOCATION OF NEW SIGNAL POLES, CONDUIT, AND PULL BOXES, SHALL BE AT THE DISCRETION OF THE SIGNAL DESIGN ENGINEER.

7. PROVIDE A MINIMUM OF 10' CLEARANCE BETWEEN POWER LINES AND MAST ARMS. RAISE POWER LINES IF NECESSARY.

8. ALL INSTALLED FIBER OPTIC CABLE SHALL BE THE FIRST CABLE ATTACHED BELOW THE NEUTRAL CONDUCTORS. THE VERTICAL SEPARATION BETWEEN THE ATTACHMENT POINT OF

THE FIBER AND THE ATTACHMENT POINT OF THE NEUTRAL CONDUCTOR SHALL BE A MINIMUM OF 40 INCHES, AND THE VERTICAL SEPARATION BETWEEN THE ATTACHMENT POINT OF THE FIBER OPTIC CABLE AND THE LOWEST POINT OF THE NEUTRAL CONDUCTOR (IN THE SPAN OR AT THE CROSSING) SHALL BE MINIMUM OF 12 INCHES. THE MINIMUM VERTICAL SEPARATION BETWEEN THE ATTACHMENT POINT OF THE FIBER AND ATTACHMENT POINT OF ALL OTHER CABLES SHALL BE A MINIMUM OF 12 INCHES.

9. POLE FOUNDATIONS SHALL CONFORM TO GDOT STANDARD CAISSON DETAILS FOR SITE SOIL STRENGTH. FOUNDATIONS SHALL BE ENLARGED AS NECESSARY TO COMPENSATE FOR

INFERIOR OR FILL SOIL.

10. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 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, UNLESS OTHERWISE APPROVED.

11. WHERE SIGNAL AND PEDESTRIAN HEADS ARE INDICATED TO BE INSTALLED OR REPLACED THIS SHALL INCLUDE ANY AND ALL HARDWARE TO COMPLETE THE INSTALLATION.

12. THE CONTRACTOR SHALL 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 OR THE UTILITY PROVIDER IN WRITING.

13. THE SIGNAL INSPECTOR MUST BE CONTACTED THREE (3) DAYS IN ADVANCE OF POURING CONCRETE FOUNDATIONS TO VERIFY BOLT PATTERNS AND CONDUIT PLACEMENT.

14. WHEN REMOVED, EXISTING EQUIPMENT SHALL BE DELIVERED AND UNLOADED BY THE CONTRACTOR TO THE COUNTY/CITY/DISTRICT SIGNAL SHOP . THE CONTRACTOR SHALL CONTACT _______ AT ________ TO ESTABLISH PARAMETERS FOR REMOVAL. STORAGE, AND DELIVERY OF EXISTING TRAFFIC SIGNAL EQUIPMENT.

15. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE COUNTY, CITY OR GDOT TRAFFIC ENGINEER OR HIS/HER DESIGNEE PRIOR TO FINAL ACCEPTANCE.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE AND MAINTAIN CONTROL OF THE SIGNAL UNTIL FINAL ACCEPTANCE OF THE SIGNAL BY THE MAINTAINING

AUTHORITY.

22. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS AS SHOWN ON THE DETAIL SHEET, DETECTORS SHALL HAVE SEPARATE LEAD-INS TO THE CONTROL CABINET.

23. A TECHNICIAN PAD MUST BE PROVIDED AT THE TRAFFIC CABINET ENTRY.

24. INSTALL (4) EA. 3" NONMETAL CONDUIT AND (2) EA. 1" NONMETAL CONDUIT BETWEEN THE CONTROL CABINET AND ITS ADJACENT PULLBOX.

25. INSTALL (3) EA. 2" NONMETAL CONDUIT AND (2) EA. 1" NONMETAL CONDUIT BETWEEN EACH STEEL STRAIN POLE (WITH OR WITHOUT MAST ARM) AND ITS ADJACENT PULLBOX.

26. INSTALL (2) EA. 2" NONMETAL CONDUIT BETWEEN PEDESTAL POLE AND ITS ADJACENT PULLBOX.

27. APPROVED DETECTION AND 2070 CONTROLLERS SHALL BE CAPABLE OF BEING IP ADDRESSABLE.

28. LFE OR EQUIVALENT TRAFFIC SIGNAL HEADS ARE REQUIRED WITH INCANDESCENT LOOK L.E.D. MODULES AND ALUMINUM BACKPLATES WITH A 2” RETROREFLECTIVE TAPE

BORDER.

29. PEDESTRIAN SIGNAL HEADS SHALL BE LED (ITE STANDARD) PEDESTRIAN AND COUNTDOWN (16"X 18" TYPE W/OVERLAPPING FULLY POPULATED HAND AND MAN + COUNTDOWN)

AND SHALL BE INSTALLED FOR ALL PEDESTRIAN SIGNAL HEADS.

30. PUSHBUTTON STATIONS THAT ARE INSTALLED ON A PEDESTAL POLE FOR TWO PERPENDICULAR CROSSINGS SHALL BE MOUNTED ON A DOUBLE PUSHBUTTON STATION ADAPTER.

PEDESTRIAN PUSHBUTTONS SHALL BE INSTALLED WITHIN 10" OF SIDEWALK WITH SIGN ARROW INDICATING THE CROSSING DIRECTION.

31. GROUNDING SHALL BE 5 OHMS OR LESS.

32. CONNECT POWER SERVICE TO CABINET WITH 1 INCH RIGID CONDUIT AND RISER.

33. ALL D3'S (STREET NAME SIGNS ON MAST ARMS OR SPAN WIRE) SHALL BE FURNISHED AND INSTALLED BY THE SIGNAL CONTRACTOR. REFER TO SIGNING AND MARKING GENERAL

NOTES FOR SPECIFICATIONS.

34. MATERIALS LISTED FOR SIGNAL INSTALLATION ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE THE MATERIALS AND QUANTITIES REQUIRED FOR

THE COMPLETE AND ACCEPTED INSTALLATION.

35. THE SIGNAL CONTRACTOR IS RESPONSIBLE FOR RELOCATIONS OF ANY SIGNAL WIRES AND/OR FIBER OPTIC CABLES ASSOCIATED WITH THIS PROJECT, INCLUDING POWER SERVICE

TO SIGNAL EQUIPMENT. THIS ALSO INCLUDES RELOCATIONS OF EXISTING SIGNAL FACILITIES TO ALLOW OTHER UTILITY COMPANIES TO RELOCATE THEIR FACILITIES.

36. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY CONDITIONS PRIOR TO ANY CONSTRUCTION. DAMAGE TO EXISTING UTILITY LINES RESULTING FROM THE

CONTRACTOR NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

37. THE CONTRACTOR SHALL ADHERE TO THE CALL BEFORE YOU DIG LAW BY CALLING THE UNDERGROUND PROTECTION CENTER AT GEORGIA811 BEFORE BEGINNING

CONSTRUCTION.

38. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO PROVIDE APPROPRIATE CLEARANCES FROM UTILITIES.

39. THE CONTRACTOR IS REQUIRED TO MAINTAIN FULL ACTUATED OPERATION OF ALL PEDESTRIAN SIGNALS AT THIS INTERSECTION DURING ALL PHASES OF CONSTRUCTION. THIS

INCLUDES ACCESS TO ALL EXISTING PEDESTRIAN PUSH BUTTONS AND CROSSWALKS. INSTALLATION OF TEMPORARY POLES OR PEDESTALS, PEDESTRIAN SIGNAL DISPLAYS, PUSH

BUTTONS, CONDUIT, OR WIRING MAY BE REQUIRED.

40. THE CONTRACTOR SHALL PROVIDE AT LEAST ONE TECHNICIAN WITH AN IMSA LEVEL II CERTIFICATION AT ANY TIME THE CONTRACTOR IS PRESENT ON THE JOB SITE.

41. ALL DETECTION EQUIPMENT SHALL BE GDOT QPL APPROVED. APPROXIMATE LOCATIONS OF DETECTION ARE SHOWN ON THE PLANS. THE FINAL LOCATION OF ALL DETECTION

MUST BE APPROVED BY THE SIGNAL INSPECTOR. RELOCATION OF UNAPPROVED DETECTION UNITS SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE.

42. THE STOP BAR RADAR DETECTION SYSTEM, IF SPECIFIED IN THE DESIGN, MUST BE ON THE GDOT QPL, IP ADDRESSABLE AND PROVIDE TRUE VEHICLE PRESENCE PER LANE WITH 16

HIGH DEFINITION RADARS.

43. ALL INTERSECTIONS SHALL BE SET TO FLASH YELLOW FOR MAINLINE APPROACHED AND RED FOR SIDE STREET APPROACHES.

44. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING TIMING OF EACH SIGNAL.

45. DURING CONSTRUCTION OF SPAN WIRE SIGNALS, AT NO TIME SHALL TWO SEPARATE TRAFFIC SIGNALS BE ATTACHED TO THE SAME STRAIN POLE UNLESS PROPERLY GUYED OR

APPROVED BY A STRUCTURAL ENGINEER. DURING CONSTRUCTION OF MAST ARM SIGNALS, AT NO TIME SHALL TWO SEPARATE TRAFFIC SIGNALS BE ATTACHED TO THE SAME

MAST ARM OR STRAIN POLE UNLESS APPROVED BY THE POLE MANUFACTURER.

46. ALL JOINT USE POLE SIGNAL SPAN CONNECTIONS SHALL USE SPAN WIRE COLLARS OR CHAIN LINK ASSEMBLIES EXCEEDING 12000 LBS.

· ALL SIGNAL EQUIPMENT SHALL BE PLACED WITHIN THE RIGHT-OF-WAY.

CONTRACTOR SHALL HAVE RIGHT-OF-WAY STAKED PRIOR TO INSTALLING

SIGNAL EQUIPMENT.

· ALL SIGNAL POLES SHALL BE LOCATED AT LEAST 10 (TEN) FEET AWAY FROM

ALL OVERHEAD POWER LINES.

· DUE TO GRADE DIFFERENCES, CONTRACTOR SHALL COMPLETE A SITE VISIT TO

VERIFY ALL SIGNAL POLES HEIGHTS PRIOR TO ORDERING.

· PROPOSED MAST ARM SIGNS TO BE INCLUDED IN SIGNAL CONTRACTORS BID,

FURNISHED AND INSTALLED BY SIGNAL CONTRACTOR.

· UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE

MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. ALL DAMAGE MADE

TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO CONTACT THE

ENGINEER IF CONFLICTS ARISE BETWEEN UTILITIES LOCATED IN THE FIELD

AND INFORMATION SHOWN ON THESE PLANS.

· THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH THE

REQUIREMENTS OF APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION (OSHA) AND ALL LOCAL, STATE, AND FEDERAL

RULES AND REGULATIONS.

· THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH THE

NATIONAL ELECTRIC CODE (NFPA 30) AND ALL LOCAL AND STATE

AMENDMENTS, IF ANY. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR

TO CONTINUING WORK IF ANY CONFLICTS ARISE BETWEEN THESE PLANS AND

APPLICABLE CODES.

· THE LIST OF MATERIALS SHOWN ON THIS SHEET SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO BIDDING AND ADJUSTED AS NECESSARY THE DESIGN.

A&R SIGNAL NOTES

AutoCAD SHX Text \\ARSERV\Projects\25-094 (Old 24-098) North GA Business Park, SR 400, Forsyth County\DWG

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