2023_10_19 T_2308 Signal Plans Resubmittal_St.pdf

GEORGIA

SANDY SPRINGS PROJECT NUMBER

7:52:55 PM GPLOT-V8

gplotborder-V8i-PO.tbl

00T0019_3_27-0001.dgn

10/23/2015 GPLN

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

REVISION DATES

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

10/18/2023 winnie.gobbel

TRAFFIC SIGNAL GENERAL NOTES

WHEN REOUIRED, AS DIRECTED BY THE ENGINEER.

WHEN ATTACHING SPAN WIRE OR FIBER OPTIC INTERCONNECT CABLE TO THE POLES,

11. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON EXISTING POLES

THE CONTROLLER CABINET. SEE SHEET 27-0006 FOR DETAIL.

NEW RISER, CONDUIT, CONDUCTORS AND DISCONNECT TO PROVIDE POWER SERVICE INTO

10. WHEN APPLICABLE TO THE PLANS, CONTRACTOR WILL BE REQUIRED TO PROVIDE A

NEW SIGNAL ITEMS PRIOR TO REMOVING EXISTING SIGNALS FROM SERVICE.

9. WHEN APPLICABLE TO THE PLANS, THE CONTRACTOR MUST INSTALL AND TEST ALL

RAISE POWER LINES IF NECESSARY.

8. PROVIDE A MINIMUM OF 10 FEET CLEARANCE BETWEEN POWER LINES AND MAST ARMS.

FACES.

AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY BETWEEN CENTERS OF SIGNAL

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

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

RETAINED AS SHOWN ON THE PLANS.

OF PAVEMENT SHALL BE MAINTAINED. PLACEMENT OF THE SIGNAL HEADS MUST BE

ARE ACCEPTABLE TO AVOID UNDERGROUND UTILITIES. MINIMUM CLEARANCES FROM EDGE

5 FEET) IN LOCATION OF NEW SIGNAL POLES, AT THE DISCRETION OF THE ENGINEER,

TRAFFIC SIGNAL POLES BEFORE INSTALLATION. MINOR SHIFTS ( UP TO A MAXIMUM OF

6. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN THE VICINITY OF NEW

MAST ARM POLE FOUNDATION SHEET.

5. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE STRAIN POLE AND

SIGNAL ENGINEER FOR APPROVAL.

ELECTRICAL / LINE HARDWARE MATERIALS TO THE CITY OF SANDY SPRINGS TRAFFIC

DIMENSIONS OF POLES AND CATALOG CUTS OF PROPOSED SIGNAL EQUIPMENT AND

4. CONTRACTOR SHALL SUBMIT LOAD CALCULATIONS, SHOP DRAWINGS AND FOUNDATION

SPRINGS, ATTN: TRAFFIC SIGNAL ENGINEER.

INSTALLATION WORK.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO CITY OF SANDY

3. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

AND ANSI NATIONAL ELECTRICAL SAFETY CODE.

SERVICES). INSTALLATIONS SHALL MEET CURRENT NFPA NATIONAL ELECTRICAL CODE

EXCEPTIONS AS DIRECTED BY THESE PLANS OR CITY OF SANDY SPRINGS TRAFFIC

SPECIFICATIONS AND STANDARD DETAILS FOR TRAFFIC SIGNAL INSTALLATION (WITH

DEPARTMENT OF TRANSPORTATION CURRENT STANDARD AND SUPPLEMENTAL

2. ALL MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE GEORGIA

SUBSEQUENT PUBLISHED RULINGS.

OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, INCLUDING

I. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL APPROPRIATE PARTS

SHALL BE INSTALLED FOR EACH FLASHING YELLOW ARROW SIGNAL HEAD.

THE INSTALLATION. AN ADDITIONAL 7-CONDUCTOR, 14 AWG, STRANDED SIGNAL CABLE

PROPOSED AND FUTURE VEHICLE SIGNALS SHALL BE INSTALLED ON ALL FOUR SIDES OF

POLE. A MINIMUM OF ONE 7-CONDUCTOR, 14 AWG, STRANDED SIGNAL CABLE FOR

PROPOSED AND FUTURE PEDESTRIAN SIGNALS SHALL BE INSTALLED AT EACH STRAIN

20. ONE 7-CONDUCTOR, 14 AWG,STRANDED CABLE AND ONE 3-PAIR DETECTOR CABLE FOR

ITEMS OR TO SUBMIT ITEMS FOR TESTING AND APPROVAL.

SPRINGS SHALL BE USED. CONTACT CITY OF SANDY SPRINGS FOR A LIST OF APPROVED

AND PUSH BUTTONS THAT HAVE BEEN TESTED AND PRE-APPROVED BY CITY OF SANDY

19. ONLY THE MODELS OF VEHICLE SIGNAL MODULES, PEDESTRIAN SIGNAL MODULES,

FEEDBACK.

SHALL BE VANDAL RESISTANT WITH A PIEZO SWITCH, LED INDICATION AND AUDIBLE

WITH SIGN ARROW INDICATING THE CROSSING DIRECTION. PEDESTRIAN PUSHBUTTONS

ADAPTER". PEDESTRIAN PUSHBUTTONS SHALL BE INSTALLED WITHIN 10" OF SIDEWALK

PERPENDICULAR CROSSINGS SHALL BE MOUNTED ON A "DOUBLE PUSHBUTTON STATION

18. PUSHBUTTON STATIONS THAT ARE INSTALLED ON A PEDESTAL POLE FOR TWO

NUMERAL LED MODULES.

SHALL BE EQUIPPED WITH COUNTDOWN, UNIFORM APPEARANCE, FULL HAND/ MAN/

WITH ONE-WAY SIDE-OF-POLE POLYCARBONATE BRACKETS. PEDESTRIAN SIGNAL HEADS

PEDESTRIAN SIGNAL HEADS ATTACHED TO CONCRETE STRAIN POLES SHALL BE MOUNTED

POLES SHALL BE MOUNTED WITH "CLAMSHELL" TYPE BRACKET ASSEMBLIES. ALL

17. PEDESTRIAN SIGNAL HEADS ATTACHED TO PEDESTAL POLES AND STEEL STRAIN

LED MODULES.

MADE OF POLYCARBONATE MATERIAL. VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH

BLACK IN COLOR. VEHICLE SIGNAL HEADS SHALL HAVE TUNNEL VISORS AND SHALL BE

16. VEHICLE AND PEDESTRIAN SIGNAL HEADS AND HARDWARE SHALL BE GREEN AND

15. SIGNAL HEADS ON MAST ARMS SHALL HAVE BACK PLATES AND BE RIGID MOUNTED.

SEPARATE FROM THE FIBER OPTIC INTERCONNECT CABLE.

TRACING WIRE GROUNDED ON ONE END SHALL BE INSTALLED INSIDE A CONDUIT

UNDERGROUND CONDUIT CONTAINING FIBER OPTIC INTERCONNECT CABLE. AN INSULATED

SANDY SPRINGS CALL (770) 730-5600" SHALL BE INSTALLED DIRECTLY ABOVE ALL

14. WHEN APPLICABLE TO THE PLANS, DETECTABLE MARKING TAPE LABELED "CITY OF

THE ENGINEER.

LENGTH SHALL BE BURIED TO A MINIMUM DEPTH OF 48 INCHES, UNLESS APPROVED BY

RIGID METAL OR ENCASED IN CONCRETE. ALL CONDUIT RUNS GREATER THAN 50 FEET IN

13. CONDUIT UNDER DRIVEWAYS AND ROADWAYS SHALL BE TYPE 3 (SDR II HDPE),

EQUIVALENT CABLE.

LOOP AND PEDESTRIAN DETECTOR CABLES SHALL BE 14 AWG IMSA 50-2 3-PAIR

SHEET. DETECTORS SHALL HAVE SEPARATE LEAD-INS TO THE CONTROLLER CABINET.

12. SHIELDED CABLE SHALL BE USED FOR DETECTOR RUNS, AS SHOWN ON THE DETAIL

SIGNAL PLAN

T2308

GENERAL NOTES

27-0001

CONSTRUCTION.

ARE IN PLACE TO ALLOW STANDARD OPERATION OF THE INTERSECTION THROUGHOUT

32. PRIOR TO INSTALLING THE MAST ARM AT THE NORTHEAST CORNER, ENSURE RECALLS

OF EQUIPMENT.

SHALL COORDINATE WITH SANDY SPRINGS TRAFFIC SERVICES STAFF PRIOR TO DELIVERY

SPRINGS WAREHOUSE: 7477 TROWBRIDGE ROAD, SANDY SPRINGS, GA 30328. CONTRACTOR

OLD CABINET, CABLES, ETC.) SHALL BE REMOVED AND RETURNED TO THE SANDY

31. ALL EXISTING SIGNAL EQUIPMENT (SIGNS, SIGNAL HEADS, ANCILLARY EQUIPMENT,

AT A MINIMUM OF TWO WEEKS PRIOR TO SIGNAL TURN-ON FOR PROGRAMMING.

SHALL PROVIDE NEW 2070LX CONTROLLER TO SANDY SPRINGS TRAFFIC SERVICES STAFF

PROGRAMMING OF SIGNAL TIMING AND TURN-ON OF NEW TRAFFIC SIGNAL. CONTRACTOR

30. SANDY SPRINGS PUBLIC WORKS, TRAFFIC SERVICES, WILL BE RESPONSIBLE FOR

SPRINGS OF ANY ACTIVITY.

CONTRACTOR TO PERFORM ANY WORK ON SAID INFRASTRUCTURE. NOTIFY CITY OF SANDY

CONSTRUCTION ACTIVITIES AND MUST USE A CITY OF SANDY SPRINGS APPROVED

INFRASTRUCTURE (LOOP, LEAD-IN, FIBER OPTICS, CONDUIT, PULL BOX, ETC.) DUE TO

RELOCATION OR DAMAGE TO CITY OF SANDY SPRINGS TRAFFIC SIGNAL OR ATMS

29. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY

TO THE CONTROLLER IF LOOP FAILURE OCCURS).

NONCONCURRENTLY. DETECTOR UNIT SHALL BE FAIL SAFE (PROVIDE A CONSTANT CALL

28. LOOP DETECTOR UNIT SHALL ENERGIZE ITS INDIVIDUAL LOOP CHANNELS

IN DELAY OF THE ACTIVATION OF THE NEW TRAFFIC SIGNAL INSTALLATION.

27. ENSURE ALL DETECTION IS INSTALLED PROMPTLY. FAILURE TO DO SO WILL RESULT

ANY PART OF THE SIGNAL OPERATION TO BE INOPERABLE.

INSTALLATION OF NEW SIGNAL EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR CAUSE

LOCATION(S) REQUIRED BY THE PROJECT DURING THE INTERIM PERIOD THROUGH

AND/ OR CONTROL SYSTEM ADJUSTMENTS, INCLUDING TEMPORARY SUPPORT POLE

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC SIGNAL

26. THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNALS DURING

THE ENGINEER. NO IN-LINE SPLICES SHALL BE MADE IN ANY CABLE.

SPLICES. UNLESS OTHERWISE SPECIFICALLY NOTED IN EACH INSTANCE OR DIRECTED BY

25. ALL SPLICES OF FIBER OPTIC CABLE UNDER THIS CONTRACT SHALL BE FUSION

MAINTAINING ITS OPERATIONS.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING EXISTING FIBER AND

23. ALL FIBER JUMPERS ARE INCIDENTAL TO THE SWITCH.

DEVICE.

22. ALL CAT-5 CABLES SHALL BE PROVIDED BY THE CONTRACTOR FOR EACH ETHERNET

GUY ANCHORS SHALL BE GALVANIZED.

21. HOT DIP GALVANIZED WELDLESS RINGS SHALL BE USED FOR SPAN WIRE JUNCTIONS.

Image

GEORGIA

7:53:39 PM GPLOT-V8

00T0019_3_27-0002.dgn

10/23/2015 GPLN

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

CORRECTED:

VERIFIED:

DATE:

DATE:

10/18/2023

TRENCHED CONDUIT

BORED CONDUIT

VIDEO DETECTION CAMERA

6x40 PRESENCE LOOP (QUADRUPOLE)

4-SECTION HEAD W/BACKPLATE

EXISTING SIGNAL PROPOSED SIGNAL

CONTROLLER CABINET

STRAIN POLE

TIMBER POLE

MAST ARM

3-SECTION HEAD

OVERHEAD SIGN

PEDESTAL POLE

CURB CUT RAMP

PULLBOX, TP 2

6x40 PRESENCE LOOP (QUADRUPOLE)

CONDUIT

RAILROAD CONTROLLER

SIGN POST

WV

WM

FH

GV

GM

SD

E

G

W

S S

T

V

V

V

EXISTING UTILITIES

DOWN GUY

CONTROLLER CABINET

STRAIN POLE

TIMBER POLE

DOWN GUY

MAST ARM

OVERHEAD SIGN

PEDESTAL POLE

CURB CUT RAMP

PULLBOX, TP 2

PULLBOX, TP 3

RAILROAD CONTROLLER

SIGN POST

E

HEX ELECTRICAL HAND HOLE

EX COMMUNICATIONS MANHOLE

EX SD MANHOLE

EX DROP INLET

EX CATCH BASIN

EX STORM DRAIN

EX UG CABLE TV

EX OH CABLE TV

EX UG TELEPHONE

EX TELEPHONE POLE

EX OH TELEPHONE

EX TELEPHONE MH

EX SS MANHOLE

EX SANITARY SEWER

EX WATER VALVE

EX WATER METER

EX FIRE HYDRANT

EX WATER LINE

EX GAS VALVE

EX GAS METER

EX GAS LINE

EX. UG ELECTRIC

EX TRANSFORMER

EX POWER POLE

EX. OH ELECTRIC

EXISTING GUY WIRE

PULLBOX, TP 3

STREET LIGHT ON LUMINAIRE ARMSTREET LIGHT ON LUMINAIRE ARM

VIDEO DETECTION CAMERA

4-SECTION HEAD

3-SECTION HEAD W/BACKPLATE

PULLBOX, TP 4/4S

PULLBOX, TP 5/5S

PULLBOX, TP 4/4S

PULLBOX, TP 5/5S

PEDESTRIAN SIGNAL HEADPEDESTRIAN SIGNAL HEAD

SIGN POST SIGN POST

PULLBOX, TP 1 PULLBOX, TP 1

DETECTABLE WARNING SURFACE DETECTABLE WARNING SURFACE

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

6x6 PULSE LOOP

6x18 CALL LOOP

6x40 PRESENCE LOOP (DIPOLE)

TRAFFIC SIGNAL LEGEND

5-SECTION / 4-SECTION T-SHAPED HEAD

WIRELESS SENSOR

SPP RADIO

WIRELESS REPEATER

WIRELESS SENSOR

SPP RADIO

WIRELESS REPEATER

DIGITAL WAVE RADAR UNIT

DIGITAL WAVE RADAR UNIT

ELECTRICAL SERVICE POINT

ELECTRICAL SERVICE POINT

5-SECTION / 4-SECTION T-SHAPED HEAD W/BACKPLATE

T2308

27-0002

6x40 VIRTUAL DETECTION ZONE 6x40 VIRTUAL DETECTION ZONE

SIGNAL PLAN

LEGEND

YIELD

YIELD

285’ TO STOP BAR

270’ TO STOP BAR

L A

K E

P L

A C I

D

R

M P

H

EOI

E O I

EOI

EXISTING PHASING DIAGRAM

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

W W W

W

W

WW W

OMIT

OMIT R

G

12"

12"

12"

Y

2,4,6,8

18"

P2,P4,P6,P8

1/6,5/2

EXISTING LED SIGNAL HEADS

R

G G

12"

12"

12"

Y Y

DrLakePlacid

EXISTING REGULATORY SIGNS

PEDESTRIAN SIGNS

EXISTING

OVERHEAD STREET NAME SIGNS

EXISTING INTERNALLY ILLUMINATED

L A

K E

P L

A C I

M P

H

DON’T CROSS

DON’T START

START CROSSING

FLASHING

STEADY

If Started Finish Crossing

Vehicles Watch For

PUSH BUTTON

TO CROSS

DON’T CROSS

DON’T START

START CROSSING

FLASHING

STEADY

If Started Finish Crossing

Vehicles Watch For

PUSH BUTTON

TO CROSS

9"X12"

R10-3b(L)(MOD)

9"X12"

R10-3b(R)(MOD)

RoswellRd

R5L1

L B

L

A

L

1/6

5/2

8 6

2 4 4

L6B

L6A

- R10-15 (MOD)

EXISTING (TO BE REMOVED):

- STEEL STRAIN POLE

EXISTING (TO BE REMOVED):

EXISTING PULL BOX

GEORGIA

T2308

2:26:26 PM GPLOT-V8

00T0019_3_27-0003.dgn

10/23/2015 GPLN

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

CORRECTED:

VERIFIED:

DATE:

DATE:

10/19/2023

SIGNAL PLAN

27-0003 30 120

SCALE IN FEET

0 60

TROWBRIDGE ROAD, SANDY SPRINGS, GA 30328.

CABLES, ETC.) SHALL BE RETURNED TO THE SANDY SPRINGS WAREHOUSE: 7477

1. ALL OLD SIGNAL EQUIPMENT (SIGNS, SIGNAL HEADS, ANCILLARY EQUIPMENT,

NOTES:

EXIST. R/W

EXIST. R/W

E X I S

W E X I S

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

EXIST. R/W

SIGNAL HEAD

PROPOSED 3-SEC

SIGNAL HEAD

EXISTING 3-SEC

SIGNAL HEAD

RELOCATED 3-SEC

SIGNAL HEAD

PROPOSED 4-SEC

SIGNAL HEAD

(CLUSTER)/T-SHAPED

PROPOSED 5-SEC

SIGNAL HEAD

PEDESTRIAN PROPOSED RADAR

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

PROPOSED MAGNETOMETER

DETECTION LEGENDSIGNAL LEGEND

72" X 18"

D3-1 (#1)

90" X 18"

D3-1 (#2)9"X15"

R10-3e(L)

9"X15"

R10-3e(R)

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FLASHING

STEADY

Vehicles

Watch For

DON’T CROSS

TO CROSS

PUSH BUTTON

If Started

Finish Crossing

TIMER

TIME REMAINING

To Finish Crossing

START CROSSING

DON’T START

FLASHING

STEADY

Vehicles

Watch For

DON’T CROSS

If Started

Finish Crossing

TIMER

TIME REMAINING

To Finish Crossing

R10-15 (MOD)

24"X30"

R10-15L

30"X30"

R560-5

18"X24"

STATIONS, AND R10-3B SIGNS

PEDESTRIAN SIGNAL HEADS, PUSH BUTTON

- STEEL STRAIN POLE WITH LED COUNTDOWN

EXISTING (TO BE REMOVED):

STATIONS AND R10-3B SIGNS

PEDESTRIAN SIGNAL HEADS, PUSH BUTTON

- STEEL STRAIN POLE WITH LED COUNTDOWN

EXISTING (TO BE REMOVED):

- CABINET INTERFACE DEVICE

- EXTERNAL BATTERY BACKUP SYSTEM

- 2010ECL-IP CONFLICT MONITOR

- 2070 CONTROLLER

- 332 BASE MOUNTED CABINET

EXISTING (TO BE REMOVED):

- PULL BOX

EXISTING (TO BE REMOVED):

- PULL BOX

EXISTING (TO BE REMOVED):

- 6’X40’ QUADRUPOLE LOOP (TYP.)

EXISTING (TO BE ABANDONED):

- 6’X6’ LOOP (TYP.)

EXISTING (TO BE ABANDONED):

- PULL BOX

EXISTING (TO BE ABANDONED):

- 6’X40’ RADAR DETECTION ZONE

EXISTING (TO BE REMOVED):

SR 9/US 19/ROSWELL RD (35 MPH)

- R10-15L

EXISTING (TO BE REMOVED):

SR 9/US 19/ROSWELL RD (35 MPH)

- R10-15L

EXISTING (TO BE REMOVED):

- CCTV CAMERA

EXISTING (TO BE RELOCATED):

- R10-15L

EXISTING (TO BE REMOVED):

- R10-15L

EXISTING (TO BE REMOVED):

- PULL BOX

EXISTING (TO BE ABANDONED):

PUSH BUTTON STATIONS

- LED COUNTDOWN PEDESTRIAN SIGNAL HEADS AND PEDESTRIAN

EXISTING (TO BE REMOVED):

STATION ADAPTER AND R10-3E SIGNS

- PEDESTRIAN PEDESTAL POLE WITH DOUBLE PUSH BUTTON

EXISTING:

TURNING

VEHICLES

TO

TURNING

VEHICLES

TO

EXISTING PULL BOX

- STEEL WIRE STRAND CABLE (TYP.)

EXISTING (TO BE REMOVED):

- STEEL STRAIN POLE

EXISTING (TO BE REMOVED):

- RADAR UNIT FOR PHASE 5

SIGNAL HEADS, PUSH BUTTON STATIONS AND R10-3B SIGNS

- TIMBER SIGNAL POLE WITH LED COUNTDOWN PEDESTRIAN

EXISTING (TO BE REMOVED):

- D3-1 (#2)

EXISTING (TO BE REMOVED):

- D3-1 (#1)

EXISTING (TO BE REMOVED):

- D3-1 (#2)

EXISTING (TO BE REMOVED):- D3-1 (#1)

EXISTING (TO BE REMOVED):

- R560-5

EXISTING (TO BE REMOVED):

@ LAKE PLACID DR

SR 9/US 19/ROSWELL RD

FULTON COUNTY

EXISTING TYPE 3 PULL BOX

L2A

L2B

5R 4P

6P

8P

2P

6P

8P

4P

2P

3 4 5 6 7 8 9 10 11 13 14

C1 PIN

FUNCTION

FIELD TERM

56 39 63 47 58 41 65

FLASH

N/CTB8 4,6TB6 9,10TB6 5,6TB6 1,2TB4 9,10TB4 5,6TB4 1,2TB2 9,10TB2 5,6TB2 1,2

C1 PIN

FUNCTION

FIELD TERM N/C

C1 PIN

FUNCTION

FIELD TERM

C1 PIN

FUNCTION

FIELD TERM

1 2 12

TYPE

CARD

TYPE

CARD

TBA TBA DC DC DC

DC ISO

49 60 80 67 68 81

TB8 7,9

56 43 76 47 58 45 78 49 62 53 69 70 82

TBA TBA DC DC DC

55 40 64 48 57 42 66 50 59 54 71 72 51

TB3 1,2 TB3 5,6 TB5 1,2 TB5 5,6 TB5 9,10 TB7 1,2 TB7 5,6 TB7 9,10 TB9 4,6 TB9 10,12

55 44 77 48 57 46 79 50 61 75 73 74 52

TB3 3,4 TB3 7,8 TB3 11,12 TB5 3,4 TB5 7,8 TB5 11,12 TB7 3,4 TB7 7,8 TB7 11,12 TB9 5,6 TB9 8,9 TB9 11,12

STOP TIME

TB2 3,4 TB2 7,8 TB2 11,12 TB4 3,4 TB4 7,8 TB4 11,12 TB6 3,4 TB6 7,8 TB6 11,12 TB8 5,6 TB8 8,9

TB9 7,9

3 4 5 6 7 8 9 10 11 13 14SLOT 1 2 12

SLOT

DC ISODC ISO

Ph 1 Ph 2 Ph 2 Ph 2 PED Ph 6 PEDPh 3 Ph 4 Ph 1 INT ADV

Ph 1 Ph 2 Ph 2 Ph 4 Ph 3 MCE

NC

Ph 4 PED

DC ISOTBA TBA

Ph 5 Ph 6 Ph 6 Ph 7 Ph 8 Ph 5

Ph 7Ph 5 Ph 6 Ph 6 Ph 7 Ph 8 Ph 8

EVA EVB R/R

EVC EVD

CHANNEL

CHANNEL

(I)

FILE

INPUT

UPPER

(J)

FILE

INPUT

LOWER 1

CHANNEL

CHANNEL

LN. ASSIGN.

DET. NUMBER

DET. NUMBER

LN. ASSIGN.

DET. NUMBER

LN. ASSIGN.

DET. NUMBER

LN. ASSIGN.

1 3 5 7 9 11 13 15 17

1 4 6 7 9 12 14 15 18

19 21 23 25 29 31 33 35 37

19 22 24 25 29 32 34 35 38

Ph 2 Ph 4

Ph 4 Ph 2

TB3 9,10

Ph 6 Ph 8

Ph 8 Ph 6

Ph 3

SDLC SDLC

SDLC

PHASE 2 PHASE 6

PHASE 4 PHASE 3

SDLC

SDLC

V2A

V2B

V6A

V6B

Ph 3

Ph 3

27-0005

1. VIDEO INPUT USING GS2 PROCESSOR FOR INTERFACE TO 2070LX CONTROLLER WITH SDLC CABLE. DETECTOR INPUTS TO BE SOFTWARE ASSIGNED.

NOTE:

IVDS

V1

IVDS

V5

IVDS

IVDS IVDS

CL-4D CABINET INPUT FILES ASSIGNMENT

SIGNAL PLAN

INTERNALLY ILLUMINATED

2 REQUIRED

78"X18"

D3-1 (#1)

INTERNALLY ILLUMINATED

2 REQUIRED

96"X18"

D3-1 (#2)

4. CITY OF SANDY SPRINGS LOGO SHALL BE IN FULL COLOR.

3. LETTERS SHALL BE HIGHWAY FONT C, AT 8" IN HEIGHT.

FILM SERIES 1177 AND 1178.

2. MATERIAL SHALL BE 3M DIAMOND GRADE REFLECTIVE SHEETING USED WITH COLORED 3M ELECTROCUT FILM. COLOR SHALL BE EC

1. SIGN SHALL BE WHITE TEXT ON A GREEN BACKGROUND WITH WHITE BORDERS AND A MULTI-COLOR CITY OF SANDY SPRINGS LOGO.

NOTES:

V4A

V4B

Ph 3 PED

Ph 8

IVDS

SDLC

V4C

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

REVISION DATES

10/19/2023 winnie.gobbel

GPLOT-V8

00T0019_3_27-0005.dgn

3:16:49 PM

GPLN4/28/2016

DRAWING No.

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

CHECKED:

PROJECT NUMBER

T2308

SANDY SPRINGS

GEORGIA

@ LAKE PLACID DR

SR 9/US 19/ROSWELL RD

QUANTITIES

27-0006

SIGNAL PLAN

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

REVISION DATES

10/18/2023 winnie.gobbel

GPLOT-V8

00T0019_3_27-0006.dgn

7:57:52 PM

GPLN4/28/2016

DRAWING No.

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

CHECKED:

PROJECT NUMBER

T2308

SANDY SPRINGS

GEORGIA

POWER METER SERVICE AND DISCONNECT

DETAIL