1374744dwg27of27_Vol3-Sht 509-547.pdf

OUTPUT REFERENCE SCHEDULE

OUTPUT 42 = Overlap C Red

OUTPUT 50 = Overlap A Red

OUTPUT 43 = Overlap C Yellow

OUTPUT 44 = Overlap C Green

OUTPUT 51 = Overlap A Yellow

OUTPUT 52 = Overlap A Green

(program controller as shown below)

LOGICAL I/O PROCESSOR PROGRAMMING DETAIL

PROCESSOR).

2. FROM MAIN MENU PRESS '6' (OUTPUTS), THEN '3' (LOGICAL I/O

1. FROM MAIN MENU PRESS '2' (PHASE CONTROL), THEN '1' (PHASE

CONTROL FUNCTIONS). SCROLL TO THE BOTTOM OF THE MENU AND

TO PRODUCE SPECIAL FYA-PPLT SIGNAL SEQUENCE

FROM PHASE 1

FROM PHASE 5

SCROLL DOWN ~

LOGICAL I/O COMMAND #1 (+/-COMMAND#)

THEN:

SET OUTPUT ASSIGNMENT #50 ON

PRESS '+'

SCROLL DOWN ~

LOGICAL I/O COMMAND #2 (+/-COMMAND#)

THEN:

SET OUTPUT ASSIGNMENT #52 OFF

PRESS '+'

LOGICAL I/O COMMAND #4 (+/-COMMAND#)

THEN:

SET OUTPUT ASSIGNMENT #42 ON

IF ACTIVE PHASE #5 IS ON

SCROLL DOWN

LOGIC I/O PROCESSOR PROGRAMMING COMPLETE

LOGICAL I/O COMMAND #5 (+/-COMMAND#)

THEN:~ ~~SCROLL DOWN

PRESS '+'

IF ACTIVE PHASE #5 IS ON

IF ACTIVE PHASE #1 IS ON

AND RED CLEAR ON PHASE #1 IS ON

IF ACTIVE PHASE #1 IS ON

AND RED CLEAR ON PHASE #5 IS ON

SET OUTPUT ASSIGNMENT #44 OFF

NOTE: LOGIC FOR

PHASE 1 RED

CLEAR WHEN

TRANSITIONING

FROM PHASE 1

NOTE: LOGIC FOR

SWITCHING

FLASHING YELLOW

ARROW "OFF"

DURING PHASE 1

(HEAD 11).

TO PHASE 2

(HEAD 11).

NOTE: LOGIC FOR

PHASE 5 RED

CLEAR WHEN

TRANSITIONING

FROM PHASE 5

NOTE: LOGIC FOR

SWITCHING

FLASHING YELLOW

ARROW "OFF"

DURING PHASE 5

(HEAD 51).

TO PHASE 6

(HEAD 51).

SCROLL DOWN ~

LOGICAL I/O COMMAND #3 (+/-COMMAND#)

THEN:

SET OUTPUT ASSIGNMENT #51 ON

PRESS '+'

NOTE: LOGIC FOR

(HEAD 11).

LOGICAL I/O COMMAND #6 (+/-COMMAND#)

THEN:~ ~~SCROLL DOWN

SET OUTPUT ASSIGNMENT #43 ON

PRESS '+'

IF YELLOW ON PHASE #1 IS ON

IF YELLOW ON PHASE #5 IS ON

YELLOW

ARROW

CLEARANCE

NOTE: LOGIC FOR

(HEAD 51).

YELLOW

ARROW

CLEARANCE

SET OUTPUT ASSIGNMENT #51 OFF

SET OUTPUT ASSIGNMENT #43 OFF

THIS ELECTRICAL DETAIL IS FOR

THE SIGNAL DESIGN: Birch/Service Rd

REVISED: N/A

SEALED:

(program controller as shown below)

CHANGING OUTPUT ASSIGNMENTS

2. CYCLE TO PED DETECTOR #8 BY REPEATEDLY DEPRESSING '+' KEY

PROGRAMMING COMPLETE

1. FROM MAIN MENU SELECT '6' (OUTPUTS), THEN '1' (OUTPUT ASSIGNMENTS)

PED 3 PROGRAMMING DETAIL

3. SCROLL DOWN TO 'PEDESTRIAN PHASE' AND ENTER 'Y' REGARDLESS OF DEFAULT PROGRAMMING!

4. ENTER '3' FOR 'SELECT PEDESTRIAN PHASE'. NO CHANGE NEEDED FOR 'SELECT COLOR'

BUTTON ON KEYBOARD.

5. BACKUP TO 'OUTPUT ASSIGNMENTS AND SETTINGS MENU:' BY PRESSING THE 'ESC'

6. SELECT '1' (OUTPUT ASSIGNMENTS)

8. REPEAT STEPS # 3 AND # 4.

ASSIGNMENTS)

1. FROM MAIN MENU SELECT '7' (DETECTORS), THEN '2' (PEDESTRIAN DETECTOR

3. MODIFY PHASE ASSIGNED TO PED DETECTOR # 8 FROM PHASE 8 TO PHASE 3

CHANGING INPUT ASSIGNMENTS

2. ENTER 17 (PHASE 8 DW) FOR OUTPUT ASSIGNMENT #.

7. ENTER 18 (PHASE 8 W) FOR OUTPUT ASSIGNMENT #.

ENABLE ACT LOGIC COMMANDS 1, 2, 3, 4, 5, AND 6.

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DRAWFORM REVISION: 07 AUG 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

DIRECTOR, INSTALLATION DEVELOPMENT

APPROVED BY EMILY SYLVESTER,

6/12/2020

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FROM MAIN MENU PRESS '8' (OVERLAPS),

THEN '1' (VEHICLE OVERLAP SETTINGS).

PHASE: 12345678910111213141516

PAGE 1: VEHICLE OVERLAP 'A' SETTINGS

VEH OVL PARENTS:

VEH OVL NOT VEH:

VEH OVL NOT PED:

VEH OVL GRN EXT:

STARTUP COLOR: _ RED _ YELLOW _ GREEN

SELECT VEHICLE OVERLAP OPTIONS: (Y/N)

FLASH YELLOW IN CONTROLLER FLASH?...Y

GREEN EXTENSION (0-255 SEC)

YELLOW CLEAR (0=PARENT,3-25.5 SEC)..0.0

RED CLEAR (0=PARENT,0.1-25.5 SEC)...0.0

OUTPUT AS PHASE # (0=NONE, 1-16)

XX

FLASH COLORS: _ RED _ YELLOW X GREEN

PHASE: 12345678910111213141516

VEH OVL PARENTS:

VEH OVL NOT VEH:

VEH OVL NOT PED:

VEH OVL GRN EXT:

STARTUP COLOR: _ RED _ YELLOW _ GREEN

SELECT VEHICLE OVERLAP OPTIONS: (Y/N)

FLASH YELLOW IN CONTROLLER FLASH?...Y

GREEN EXTENSION (0-255 SEC)

YELLOW CLEAR (0=PARENT,3-25.5 SEC)..0.0

RED CLEAR (0=PARENT,0.1-25.5 SEC)...0.0

OUTPUT AS PHASE # (0=NONE, 1-16)

XX

FLASH COLORS: _ RED _ YELLOW X GREEN

PAGE 1: VEHICLE OVERLAP 'C' SETTINGS

OVERLAP PROGRAMMING COMPLETE

NOTICE

GREEN

FLASH

NOTICE

GREEN

FLASH

OVERLAP PROGRAMMING DETAIL FOR ALTERNATE PHASING

FROM MAIN MENU PRESS '8' (OVERLAPS),

THEN '1' (VEHICLE OVERLAP SETTINGS).

PRESS 'NEXT' TO ADVANCE TO PAGE 2.

PAGE 2: VEHICLE OVERLAP 'A' SETTINGS

PAGE 2: VEHICLE OVERLAP 'C' SETTINGS

X

X

NOTICE

(program controller as shown below)

OVERLAP PROGRAMMING COMPLETE

PHASE: 12345678910111213141516

VEH OVL PARENTS:

VEH OVL NOT VEH:

VEH OVL NOT PED:

VEH OVL GRN EXT:

STARTUP COLOR: _ RED _ YELLOW _ GREEN

SELECT VEHICLE OVERLAP OPTIONS: (Y/N)

FLASH YELLOW IN CONTROLLER FLASH?...Y

GREEN EXTENSION (0-255 SEC)

YELLOW CLEAR (0=PARENT,3-25.5 SEC)..0.0

RED CLEAR (0=PARENT,0.1-25.5 SEC)...0.0

OUTPUT AS PHASE # (0=NONE, 1-16)

FLASH COLORS: _ RED _ YELLOW _ GREEN

PHASE: 12345678910111213141516

VEH OVL PARENTS:

VEH OVL NOT VEH:

VEH OVL NOT PED:

VEH OVL GRN EXT:

STARTUP COLOR: _ RED _ YELLOW _ GREEN

SELECT VEHICLE OVERLAP OPTIONS: (Y/N)

FLASH YELLOW IN CONTROLLER FLASH?...Y

GREEN EXTENSION (0-255 SEC)

YELLOW CLEAR (0=PARENT,3-25.5 SEC)..0.0

RED CLEAR (0=PARENT,0.1-25.5 SEC)...0.0

OUTPUT AS PHASE # (0=NONE, 1-16)

FLASH COLORS: _ RED _ YELLOW _ GREEN

NOTICE

(program controller as shown below)

OVERLAP PROGRAMMING DETAIL FOR DEFAULT PHASING

THIS ELECTRICAL DETAIL IS FOR

THE SIGNAL DESIGN: Birch/Service Rd

REVISED: N/A

SEALED:

INTERVAL/TIMING CLEAR/DWELL PHASES

GRN YEL RED 12345678910111213141516

3 0 0.0 0.0

4 0 0.0 0.0

EXIT CALLS

OPTIONS

DELAY TIMER (0-255 SEC)

MIN GREEN BEFORE PRE (0= DEFAULT)

LATCH CALL? .........................N

LINK TO NEXT PREEMPT? ...............N

DWELL MAX TIMER (0=OFF,1-255MIN)

DWELL HOLD-OVER TIMER (0-255)

HOLD CLEAR 1 PHASES DURING DELAY? ...N

FAST GREEN FLASH DWELL PHASES? ......N

INHIBIT OVERLAP GREEN EXTENSION? ....N

REST IN RED DURING DWELL INTERVAL? ..N

FLASH DWELL INTERVAL? ...............N

ALLOW PEDS IN DWELL INTERVAL? .......N

RE-TIME DWELL INTERVAL? .............N

OVERLAPS: ABCDEFGHIJKLMNOP

DWELL INT FLASH YELLOW

PED CLEAR BEFORE PRE (0= DEFAULT)

2 0 0.0 0.0

PRIORITY (Y/N TO SELECT) ............MED

YELLOW CLEAR BEFORE PRE (0= DEFAULT).0.0

RED CLEAR BEFORE PRE (0= DEFAULT)....0.0

SERVICE DURING SOFTWARE FLASH? ......N

ENABLE BACKUP PROTECTION? ...........N

PREEMPTION #3 SETTINGS (NEXT:1-10)

INTERVAL/TIMING CLEAR/DWELL PHASES

GRN YEL RED 12345678910111213141516

3 0 0.0 0.0

4 0 0.0 0.0

EXIT CALLS

OPTIONS

DELAY TIMER (0-255 SEC)

MIN GREEN BEFORE PRE (0= DEFAULT)

LATCH CALL? .........................N

LINK TO NEXT PREEMPT? ...............N

DWELL MAX TIMER (0=OFF,1-255MIN)

DWELL HOLD-OVER TIMER (0-255)

HOLD CLEAR 1 PHASES DURING DELAY? ...N

FAST GREEN FLASH DWELL PHASES? ......N

INHIBIT OVERLAP GREEN EXTENSION? ....N

REST IN RED DURING DWELL INTERVAL? ..N

FLASH DWELL INTERVAL? ...............N

ALLOW PEDS IN DWELL INTERVAL? .......N

RE-TIME DWELL INTERVAL? .............N

OVERLAPS: ABCDEFGHIJKLMNOP

DWELL INT FLASH YELLOW

PED CLEAR BEFORE PRE (0= DEFAULT)

2 0 0.0 0.0

PRIORITY (Y/N TO SELECT) ............MED

INTERVAL/TIMING CLEAR/DWELL PHASES

GRN YEL RED 12345678910111213141516

3 0 0.0 0.0

4 0 0.0 0.0

EXIT CALLS

OPTIONS

DELAY TIMER (0-255 SEC)

MIN GREEN BEFORE PRE (0= DEFAULT)

LATCH CALL? .........................N

LINK TO NEXT PREEMPT? ...............N

DWELL MAX TIMER (0=OFF,1-255MIN)

DWELL HOLD-OVER TIMER (0-255)

HOLD CLEAR 1 PHASES DURING DELAY? ...N

FAST GREEN FLASH DWELL PHASES? ......N

INHIBIT OVERLAP GREEN EXTENSION? ....N

REST IN RED DURING DWELL INTERVAL? ..N

FLASH DWELL INTERVAL? ...............N

ALLOW PEDS IN DWELL INTERVAL? .......N

RE-TIME DWELL INTERVAL? .............N

OVERLAPS: ABCDEFGHIJKLMNOP

DWELL INT FLASH YELLOW

PED CLEAR BEFORE PRE (0= DEFAULT)

2 0 0.0 0.0

PRIORITY (Y/N TO SELECT) ............MED

PROGRAMMING COMPLETE

YELLOW CLEAR BEFORE PRE (0= DEFAULT).0.0

RED CLEAR BEFORE PRE (0= DEFAULT)....0.0

SERVICE DURING SOFTWARE FLASH? ......N

RED CLEAR BEFORE PRE (0= DEFAULT)....0.0

YELLOW CLEAR BEFORE PRE (0= DEFAULT).0.0

ENABLE BACKUP PROTECTION? ...........N

SERVICE DURING SOFTWARE FLASH? ......N

(program controller as shown below)

PROGRAMMING DETAIL

EMERGENCY VEHICLE PREEMPTION

ENABLE BACKUP PROTECTION? ...........N

Program extend time on optical detector unit for 2.0 sec.

PREEMPTION #5 SETTINGS (NEXT:1-10)

INTERVAL/TIMING CLEAR/DWELL PHASES

GRN YEL RED 12345678910111213141516

3 0 0.0 0.0

4 0 0.0 0.0

EXIT CALLS

OPTIONS

DELAY TIMER (0-255 SEC)

MIN GREEN BEFORE PRE (0= DEFAULT)

LATCH CALL? .........................N

LINK TO NEXT PREEMPT? ...............N

DWELL MAX TIMER (0=OFF,1-255MIN)

DWELL HOLD-OVER TIMER (0-255)

HOLD CLEAR 1 PHASES DURING DELAY? ...N

FAST GREEN FLASH DWELL PHASES? ......N

INHIBIT OVERLAP GREEN EXTENSION? ....N

REST IN RED DURING DWELL INTERVAL? ..N

FLASH DWELL INTERVAL? ...............N

ALLOW PEDS IN DWELL INTERVAL? .......N

RE-TIME DWELL INTERVAL? .............N

OVERLAPS: ABCDEFGHIJKLMNOP

DWELL INT FLASH YELLOW

2 0 0.0 0.0

PRIORITY (Y/N TO SELECT) ............MED

RED CLEAR BEFORE PRE (0= DEFAULT)....0.0

YELLOW CLEAR BEFORE PRE (0= DEFAULT).0.0

ENABLE BACKUP PROTECTION? ...........N

SERVICE DURING SOFTWARE FLASH? ......N

PREEMPTION #4 SETTINGS (NEXT:1-10)

PREEMPTION #6 SETTINGS (NEXT:1-10)

5 0 0.0 0.0 X X

PED CLEARANCE THROUGH YELLOW? .......Y

DWELL MIN TIMER (0-255 SEC)

DWELL MIN TIMER (0-255 SEC)

PED CLEAR BEFORE PRE (0= DEFAULT)

PED CLEARANCE THROUGH YELLOW? .......Y

PRESS '+' TWICE

PRESS '+' TWICE

1 255 0.0 0.0 X

5 0 0.0 0.0 X

5 0 0.0 0.0 X

1 255 0.0 0.0 X

1 255 0.0 0.0 X X

5 0 0.0 0.0 X X

1 255 0.0 0.0 X X

OMIT OVERLAPS:

OMIT OVERLAPS:

OMIT OVERLAPS:

OMIT OVERLAPS:

PED CLEARANCE THROUGH YELLOW? .......Y

PED CLEARANCE THROUGH YELLOW? .......Y

DWELL MIN TIMER (0-255 SEC)

DWELL MIN TIMER (0-255 SEC)

to advance to Preempts 3, 4, 5, and 6.

(Standard Preemptions). Press 'NEXT' as needed

From Main Menu press 'A' (Preemption), then '1'

PRESS 'NEXT'

PRESS 'NEXT'

PRESS 'NEXT'

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DRAWFORM REVISION: 07 AUG 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

DIRECTOR, INSTALLATION DEVELOPMENT

APPROVED BY EMILY SYLVESTER,

6/12/2020

(program controller as shown below)

DEBOUNCE TIME (0-25.5 SEC)..........0.5

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

HOLD-OVER TIME (0-25.5 SEC).........0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

ALTERNATE PED DETECTOR (1-16)......._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

DEBOUNCE TIME (0-25.5 SEC)..........0.5

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

HOLD-OVER TIME (0-25.5 SEC).........0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

ALTERNATE PED DETECTOR (1-16)......._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

DEBOUNCE TIME (0-25.5 SEC)..........0.5

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

HOLD-OVER TIME (0-25.5 SEC).........0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

ALTERNATE PED DETECTOR (1-16)......._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

DEBOUNCE TIME (0-25.5 SEC)..........0.5

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

(program controller as shown below)

DELAY (0-255 SEC)

MIN CALLS/DIAGNOSTIC PERIOD (0-255).0

EXTENSION DISABLE TIME (0-255 SEC)..0

MODE 2 STOP BAR.....................N

DUPLICATING DETECTOR................N

ENABLE FULL TIME DELAY..............N

IF FAILED, SET MAX2 RECALL?.........N

SPEED TRAP DISTANCE (0-255 FT)

STOP BAR TIME (0-255 SEC)

SPEED TRAP..........................N

SWITCHING DETECTOR..................N

PHASE# 12345678910111213141516

SWITCH/DUPLICATE

LOOP SIZE (0-255 FT)

STRETCH (0-25.5 SEC)................0.0

MAX OCCUPANCY (0-100%)

PHASES ASSIGNED

SETTING: (Y/N)

IF FAILED, SET MIN RECALL?..........N

IF FAILED, SET MAX1 RECALL?.........N

VEHICLE DETECTOR #51 SETTINGS (+-,1-64)

ENABLE DETECTOR.....................N

ENABLE LOGGING......................N

ENABLE DIAGNOSTICS..................N

CALL DETECTOR.......................Y

EXTENSION DETECTOR..................Y

QUEUE MAX OCCUPANCY TIME (0-255)

QUEUE GAP RESET TIME (0-25.5).......0.0

MAX CALLS/MIN (0-255)

PREEMPTION INDEX FOR QUEUE (0-10)...0

MIN CALLS/DIAGNOSTIC PERIOD (0-255).0

EXTENSION DISABLE TIME (0-255 SEC)..0

MODE 2 STOP BAR.....................N

DUPLICATING DETECTOR................N

ENABLE FULL TIME DELAY..............N

IF FAILED, SET MAX2 RECALL?.........N

SPEED TRAP DISTANCE (0-255 FT)

STOP BAR TIME (0-255 SEC)

SPEED TRAP..........................N

SWITCHING DETECTOR..................N

PHASE# 12345678910111213141516

SWITCH/DUPLICATE

LOOP SIZE (0-255 FT)

STRETCH (0-25.5 SEC)................0.0

MAX OCCUPANCY (0-100%)

PHASES ASSIGNED

SETTING: (Y/N)

IF FAILED, SET MIN RECALL?..........N

IF FAILED, SET MAX1 RECALL?.........N

X

VEHICLE DETECTOR #51 SETTINGS (+-,1-64)

ENABLE DETECTOR.....................Y

ENABLE LOGGING......................N

ENABLE DIAGNOSTICS..................N

CALL DETECTOR.......................Y

EXTENSION DETECTOR..................Y

QUEUE MAX OCCUPANCY TIME (0-255)

QUEUE GAP RESET TIME (0-25.5).......0.0

MAX CALLS/MIN (0-255)

PREEMPTION INDEX FOR QUEUE (0-10)...0

DETECTOR PROGRAMMING COMPLETE

ENTER 'Y' FOR ENABLE DETECTOR

ENTER '1' FOR PHASES ASSIGNED

ENSURE DELAY IS '0' DELAY (0-255 SEC)

ALTERNATE PED DETECTOR (1-16)......._

PROGRAMMING COMPLETE

HOLD-OVER TIME (0-25.5 SEC).........0.0

NOT ENABLED (Y/N)...................Y NOT ENABLED (Y/N)...................Y

VEHICLE DETECTOR (1-64)............._

NOT ENABLED (Y/N)..................._ NOT ENABLED (Y/N)..................._ENTER A 'Y' FOR NOT ENABLED

UNTIL 'NOT ENABLED' IS ENTERED.

DEFAULT DETECTOR NUMBER WILL REMAIN

GET TO VEHICLE DETECTOR #51.

'1' FOR VEHICLE DETECTORS. PRESS THE '-' KEY TO

FROM MAIN MENU PRESS '7' (DETECTORS), THEN PRESS

(LOOP 1A - PHASE 6) (LOOP 1A - PHASE 1)

PAGE: 2 C1 PIN:48 VEHICLE DETECTOR

INPUT ASSIGNMENT #

VEHICLE DETECTOR (1-64)

PAGE: 2 C1 PIN:48 NOT ENABLED

INPUT ASSIGNMENT #

PRESS '+' TO ADVANCE TO INPUT 18

PAGE: 2 C1 PIN:56 VEHICLE DETECTOR

INPUT ASSIGNMENT #

VEHICLE DETECTOR (1-64)

FOR THIS INPUT

THE VEHICLE DETECTOR

ENTER '51' TO REASSIGN

PAGE: 2 C1 PIN:56 VEHICLE DETECTOR

INPUT ASSIGNMENT #

VEHICLE DETECTOR (1-64)

INPUT PAGE 2 ASSIGNMENT PROGRAMMING DETAIL FOR ALTERNATE PHASING - LOOP 1A

'+' KEY UNTIL INPUT 10 IS REACHED.

'NEXT' TO GET TO INPUT PAGE '2'. PRESS THE

FROM MAIN MENU PRESS '5' (INPUTS), THEN PRESS

SPECIAL DETECTOR PROGRAMMING DETAIL - LOOP 1A (ALT.)

DURING ALTERNATE PHASING OPERATION.

DEFAULT SETTINGS. THIS PROGRAMMING IS NECESSARY FOR PROPER DETECTOR OPERATION

NOTES: 1. THIS PROGRAMMING APPLIES FOR INPUT PAGE 2 ONLY. INPUT PAGE 1 WILL USE STANDARD

INPUT #18 SO THAT THE DELAY ON LOOP 1A CAN BE REDUCED FROM 15 SECONDS TO 0 SECONDS.

THE SECOND TASK THIS PROGRAMMING ACCOMPLISHES IS THAT IT REASSIGNS DETECTOR 51 TO

SO THAT A VEHICLE CALL WILL NOT BE PLACED TO PHASE 6 DURING ALTERNATE PHASING OPERATION.

2. THE FIRST TASK THIS PROGRAMMING ACCOMPLISHES IS THE DISABLING OF INPUT #10 (DETECTOR 26)

THIS ELECTRICAL DETAIL IS FOR

REVISED:

THIS ELECTRICAL DETAIL IS FOR

THE SIGNAL DESIGN: Birch/Service Rd

REVISED: N/A

SEALED:

CHART SHOWN ON SHEET CZ-302.

INPUT FILE CONNECTION AND PROGRAMMING

NOTE: DETECTOR IS PROGRAMMED PER THE

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12816841

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DRAWFORM REVISION: 07 AUG 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

DIRECTOR, INSTALLATION DEVELOPMENT

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

HOLD-OVER TIME (0-25.5 SEC).........0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

ALTERNATE PED DETECTOR (1-16)......._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

DEBOUNCE TIME (0-25.5 SEC)..........0.5

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

HOLD-OVER TIME (0-25.5 SEC).........0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

ALTERNATE PED DETECTOR (1-16)......._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

DEBOUNCE TIME (0-25.5 SEC)..........0.5

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

HOLD-OVER TIME (0-25.5 SEC).........0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

ALTERNATE PED DETECTOR (1-16)......._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

DEBOUNCE TIME (0-25.5 SEC)..........0.5

SPECIAL FUNCTION ALARM (1-8)........_

TOD HOUR SYCHRONIZATION (0-23)......_

PLAN (65=FLSH,66=FREE).._ OFFSET#.._

CHANGE PHASE SEQUENCE PAGE (1-12)..._

CHANGE PHASE TIMING PAGE (1-4)......_

CHANGE PHASE CONTROL PAGE (1-4)....._

CHANGE OVERLAP CONTROL PAGE (1-4)..._

CHANGE INPUT PAGE (1-4)............._

OVERRIDE PHASE CONTROL FUNCTION (Y)._

DELAY TIME (0-25.5 SEC).............0.0

ASSIGNMENT SELECTION:

PEDESTRIAN DETECTOR (1-16).........._

PREEMPT (1-10)......................_

INVERTED PREEMPT (1-10)............._

STOP TIME (Y/N)....................._

FLASH SENSE (Y/N)..................._

DOOR OPEN (Y/N)....................._

MANUAL CONTROL ENABLE (Y/N)........._

MANUAL CONTROL ADVANCE (Y/N)........_

FORCE OFF RING (1-4)................_

HOLD PHASES (1-16).................._

CHANGE OUTPUT PAGE (1-4)............_

(program controller as shown below)

DELAY (0-255 SEC)

MIN CALLS/DIAGNOSTIC PERIOD (0-255).0

EXTENSION DISABLE TIME (0-255 SEC)..0

MODE 2 STOP BAR.....................N

DUPLICATING DETECTOR................N

ENABLE FULL TIME DELAY..............N

IF FAILED, SET MAX2 RECALL?.........N

SPEED TRAP DISTANCE (0-255 FT)

STOP BAR TIME (0-255 SEC)

SPEED TRAP..........................N

SWITCHING DETECTOR..................N

PHASE# 12345678910111213141516

SWITCH/DUPLICATE

LOOP SIZE (0-255 FT)

STRETCH (0-25.5 SEC)................0.0

MAX OCCUPANCY (0-100%)

PHASES ASSIGNED

SETTING: (Y/N)

IF FAILED, SET MIN RECALL?..........N

IF FAILED, SET MAX1 RECALL?.........N

VEHICLE DETECTOR #55 SETTINGS (+-,1-64)

ENABLE DETECTOR.....................N

ENABLE LOGGING......................N

ENABLE DIAGNOSTICS..................N

CALL DETECTOR.......................Y

EXTENSION DETECTOR..................Y

QUEUE MAX OCCUPANCY TIME (0-255)

QUEUE GAP RESET TIME (0-25.5).......0.0

MAX CALLS/MIN (0-255)

PREEMPTION INDEX FOR QUEUE (0-10)...0

MIN CALLS/DIAGNOSTIC PERIOD (0-255).0

EXTENSION DISABLE TIME (0-255 SEC)..0

MODE 2 STOP BAR.....................N

DUPLICATING DETECTOR................N

ENABLE FULL TIME DELAY..............N

IF FAILED, SET MAX2 RECALL?.........N

SPEED TRAP DISTANCE (0-255 FT)

STOP BAR TIME (0-255 SEC)

SPEED TRAP..........................N

SWITCHING DETECTOR..................N

PHASE# 12345678910111213141516

SWITCH/DUPLICATE

LOOP SIZE (0-255 FT)

STRETCH (0-25.5 SEC)................0.0

MAX OCCUPANCY (0-100%)

PHASES ASSIGNED

SETTING: (Y/N)

IF FAILED, SET MIN RECALL?..........N

IF FAILED, SET MAX1 RECALL?.........N

X

VEHICLE DETECTOR #55 SETTINGS (+-,1-64)

ENABLE DETECTOR.....................Y

ENABLE LOGGING......................N

ENABLE DIAGNOSTICS..................N

CALL DETECTOR.......................Y

EXTENSION DETECTOR..................Y

QUEUE MAX OCCUPANCY TIME (0-255)

QUEUE GAP RESET TIME (0-25.5).......0.0

MAX CALLS/MIN (0-255)

PREEMPTION INDEX FOR QUEUE (0-10)...0

DETECTOR PROGRAMMING COMPLETE

ENTER 'Y' FOR ENABLE DETECTOR

ENTER '5' FOR PHASES ASSIGNED

ENSURE DELAY IS '0' DELAY (0-255 SEC)

INPUT ASSIGNMENT #

VEHICLE DETECTOR (1-64)

PAGE: 2 C1 PIN:47 VEHICLE DETECTOR

INPUT ASSIGNMENT #..................9 INPUT ASSIGNMENT #

PAGE: 2 C1 PIN:55 VEHICLE DETECTOR

INPUT ASSIGNMENT #

VEHICLE DETECTOR (1-64)

ALTERNATE PED DETECTOR (1-16)......._

PROGRAMMING COMPLETE

HOLD-OVER TIME (0-25.5 SEC).........0.0

PAGE: 2 C1 PIN:47 NOT ENABLED

NOT ENABLED (Y/N)...................Y NOT ENABLED (Y/N)...................Y

VEHICLE DETECTOR (1-64)............._

NOT ENABLED (Y/N)..................._ NOT ENABLED (Y/N)..................._ENTER A 'Y' FOR NOT ENABLED

UNTIL 'NOT ENABLED' IS ENTERED.

DEFAULT DETECTOR NUMBER WILL REMAIN

PAGE: 2 C1 PIN:55 VEHICLE DETECTOR

PRESS '+' TO ADVANCE TO INPUT 17

FOR THIS INPUT

THE VEHICLE DETECTOR

ENTER '55' TO REASSIGN

GET TO VEHICLE DETECTOR #55.

'1' FOR VEHICLE DETECTORS. PRESS THE '-' KEY TO

FROM MAIN MENU PRESS '7' (DETECTORS), THEN PRESS

VEHICLE DETECTOR (1-64)

(LOOP 5A - PHASE 2) (LOOP 5A - PHASE 5)

INPUT PAGE 2 ASSIGNMENT PROGRAMMING DETAIL FOR ALTERNATE PHASING - LOOP 5A

'+' KEY UNTIL INPUT 9 IS REACHED.

'NEXT' TO GET TO INPUT PAGE '2'. PRESS THE

FROM MAIN MENU PRESS '5' (INPUTS), THEN PRESS

SPECIAL DETECTOR PROGRAMMING DETAIL - LOOP 5A (ALT.)

DURING ALTERNATE PHASING OPERATION.

DEFAULT SETTINGS. THIS PROGRAMMING IS NECESSARY FOR PROPER DETECTOR OPERATION

NOTES: 1. THIS PROGRAMMING APPLIES FOR INPUT PAGE 2 ONLY. INPUT PAGE 1 WILL USE STANDARD

INPUT #17 SO THAT THE DELAY ON LOOP 5A CAN BE REDUCED FROM 15 SECONDS TO 0 SECONDS.

THE SECOND TASK THIS PROGRAMMING ACCOMPLISHES IS THAT IT REASSIGNS DETECTOR 55 TO

SO THAT A VEHICLE CALL WILL NOT BE PLACED TO PHASE 2 DURING ALTERNATE PHASING OPERATION.

2. THE FIRST TASK THIS PROGRAMMING ACCOMPLISHES IS THE DISABLING OF INPUT #9 (DETECTOR 22)

THIS ELECTRICAL DETAIL IS FOR

REVISED:

THE SIGNAL DESIGN: Birch/Service Rd

REVISED: N/A

SEALED:

CHART SHOWN ON SHEET CZ-302.

INPUT FILE CONNECTION AND PROGRAMMING

NOTE: DETECTOR IS PROGRAMMED PER THE

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CZ306

12816842

DESIGNED: June 2020

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DRAWFORM REVISION: 07 AUG 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

DIRECTOR, INSTALLATION DEVELOPMENT

ACTIVE PAGES REQUIRED TO RUN DEFAULT PHASING

EVENTS. IF PAGE 1 IS USED, NO EVENT PROGRAMMING IS NECESSARY

ALTERNATE PHASING ACTIVATION DETAIL

INPUTS PAGE

PHASING

2 2

FOR THAT PARTICULAR PAGE.

ACTIVE PAGES REQUIRED TO RUN ALTERNATE PHASING

WITHIN COORDINATION PLAN PROGRAMMING.

TO RUN ALT. PHASING DURING COORDINATION - SELECT ALL PAGE CHANGES (AS SHOWN BELOW)

TO RUN ALT. PHASING DURING FREE RUN - PROGRAM PAGE CHANGES (SHOWN BELOW) IN SEPARATE TIME OF DAY

NOTE: PAGES NOT SHOWN (i.e. sequence, phase control, etc.) SHOULD REMAIN AS '1', OR AS DEFINED BY TIMING ENGINEER.

VICE-VERSA).

(EX. FREE RUN PAGE CHANGE EVENT SHOULD END BEFORE COORDINATION PLAN EVENT STARTS AND

PAGE CHANGE EVENTS CONCURRENTLY WITH COORDINATION PLAN EVENTS IN THE EVENT SCHEDULER.

IMPORTANT: IF ALT. PHASING IS USED DURING FREE RUN AND COORDINATION, DO NOT OPERATE TIME OF DAY

OVERLAPS PAGE

THIS ELECTRICAL DETAIL IS FOR

REVISED:

call on loop 1A to 0 seconds.

and reduces delay time for phase 1

INPUTS PAGE 2: Disables phase 6 call on loop 1A call on loop 5A to 0 seconds.

and reduces delay time for phase 5

Disables phase 2 call on loop 5A

THE FOLLOWING IS A SUMMARY OF WHAT TAKES PLACE WHEN

ALTERNATE PHASING PAGE CHANGE SUMMARY

"ALTERNATE PHASING":

THESE OVERLAP/INPUT PAGE CHANGES ACTIVATE TO CALL THE

THE SIGNAL DESIGN: Birch/Service Rd

REVISED: N/A

SEALED:

COUNTDOWN PEDESTRIAN SIGNAL OPERATION

for instructions on selecting this feature.

Ped Clearance Interval. Consult Ped Signal Module user's manual

Countdown Ped Signals are required to display timing only during protected turns only.

for heads 11 and 51 to run

OVERLAPS PAGE 2: Modifies overlap parent phases

CZ307

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DRAWFORM REVISION: 07 AUG 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

DIRECTOR, INSTALLATION DEVELOPMENT

Attachment (H1)

Elevation Data for Mast Arm project survey data.

by field measurement or from available elevation data below which was obtained shop drawings for approval. Verify from the roadway before submitting final will provide the "Design Height" clearance that the mast arm attachment height (H1)

The contractor is responsible for verifying

See Note 6

POLE RADIAL ORIENTATION

Elevation Differences for:

High point of roadway surface Elevation difference at

Edge of travelway or face of curb Elevation difference at

Baseline reference point at

4"

Plate width

B.C.

Direction

Mast Arm

LC

(T yp

B.C.

Direction

Mast Arm

T yp

CLLC

CL

LC Foundation @ ground level

SYMBOL

LOADING

8 BOLT BASE PLATE DETAIL

SPECIAL NOTE

For 8 Bolt Base Plate

LOCK PLATE DETAIL

BASE PLATE TEMPLATE & ANCHOR BOLT

MAST ARM LOADING SCHEDULE

NOTES

Design Loading for METAL POLE NO. 1

Elevation View

@ 180

Compartment

Terminal

Note 7

See

Design Loading for METAL POLE NO. 2

34'

Design Height 18 ft

Elevation View

Note 8

See

C Pole L

Maximum 25.6 ft.

Roadway Clearance

Minimum 16.5 ft.

High Point of Roadway Surface

See Note 7e

See Note 7d

L C Foundation

H2

4 & 5

See Notes

22.4 ft. 23.3 ft.

Pole 1 Pole 2

+1.9 ft.

+1.5 ft.

Street Name

+0.1 ft.

+0.1 ft.

6' 15'

Note 7

See

45'

Design Height 18 ft

Note 8

See

C Pole L

Maximum 25.6 ft.

Roadway Clearance

Minimum 16.5 ft.

High Point of Roadway Surface

See Note 7e

See Note 7d

L C Foundation

H2

4 & 5

See Notes

Street Name

6' 20'

Pedestrian Head

16" Countdown

Max=10'

Min=7'

12"-3 SECTION-WITH BACKPLATE

RIGID MOUNTED SIGNAL HEAD

9.3 S.F.

52.5" L X

25.5" W

60 LBS

RIGID MOUNTED

STREET NAME SIGN

16.0 S.F. 36 LBSStreet Name

96.0" L X

24.0" W

12"-4 SECTION-WITH BACKPLATE

RIGID MOUNTED SIGNAL HEAD

11.5 S.F.

66.0" L X

25.5" W

74 LBS

1'

1' manufacturer so site specific foundations can be designed.

The contractor is responsible for providing soil penetration testing data (SPT) to the pole11.

proper positioning of the signal heads over the roadway.

The contractor is responsible for verifying that the mast arm length shown will allow10.

Contracting Officer as this may affect the mast arm lengths and arm attachment heights.

If pole location adjustments are required, the contractor must gain approval from the9.

H1 plus 1/2 of the total height of the mast arm attachment assembly plus 1 foot.

Mast arm attachment height (H1) plus 2 feet, or the following:

The pole manufacturer will determine the total height (H2) of each pole using the greater of 8.

foundation ground level and the high point of the roadway.

Refer to the Elevation Data Chart for the elevation differences between the proposede.

The top of the pole base plate is 0.75 feet above the ground elevation.d.

The roadway clearance height for design is as shown in the elevation views.c.

Signal heads are rigidly mounted and vertically centered on the mast arm.b.

height as they are assumed to offset each other.

Mast arm slope and deflection are not considered in determining the arm attachmenta.

The mast arm attachment height (H1) shown is based on the following design assumptions:7.

Design base plate with 8 anchor bolt holes. Provide 2 inch x 60 inch anchor bolts.6.

determine appropriate arm connection points.

requirements. This requires staggering the connections. Use elevation data for each arm to stiffened box connection shown as long as the connection meets all of the design

A clamp-type bolted mast arm-to-pole connection may be used instead of the welded ring5.

horizontal when fully loaded.

pitched arch where the tip or the free end of the mast arm does not deflect below

The camber design for the mast arm deflection should provide an appearance of a low4.

Design all signal supports using stress ratios that do not exceed 0.9.3.

traffic signal plans for the actual loads that will be applied at the time of the installation.

loads that will be applied at the time of the installation. The contractor should refer to the views. These are anticipated worst case "design loads" and may not represent the actual

Design the traffic signal structure using the loading conditions shown in the elevation2.

DESIGN REQUIREMENTS

https://connect.ncdot.gov/resources/safety/Pages/ITS-Design-Resources.aspx

The NCDOT "Metal Pole Standards" located at the following NCDOT website:

The traffic signal project plans and special provisions.

The 2018 NCDOT Roadway Standard Drawings.

the specifications can be found in the traffic signal project special provisions.

The 2018 NCDOT "Standard Specifications for Roads and Structures." The latest addenda to

Signs, Luminaires, and Traffic Signals, including all of the latest interim revisions.

The 6th Edition 2013 AASHTO "Standard Specifications for Structural Supports for Highway

Design the traffic signal structure and foundation in accordance with:1.

DESIGN REFERENCE MATERIAL

H1= 20.5'

WITH MOUNTING HARDWARE

PEDESTRIAN SIGNAL HEAD

2.2 S.F.

17.0" L X

18.5" W

21 LBS

4' 4' 4'

1.0 S.F. 5 LBSOPTICAL DETECTOR

12.0" L

X 12.0" W

6' 6' 6'

METAL POLE No. 1 and 2

H1= 22'

Base line reference elev. = 22.4'

Base line reference elev. = 23.3'

DESCRIPTION AREA SIZE WEIGHT

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

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IF

IE

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UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

DIRECTOR, INSTALLATION DEVELOPMENT

Attachment (H1)

Elevation Data for Mast Arm project survey data.

by field measurement or from available elevation data below which was obtained shop drawings for approval. Verify from the roadway before submitting final will provide the "Design Height" clearance that the mast arm attachment height (H1)

The contractor is responsible for verifying

See Note 6

POLE RADIAL ORIENTATION

Elevation Differences for:

High point of roadway surface Elevation difference at

Edge of travelway or face of curb Elevation difference at

Baseline reference point at

4"

Plate width

B.C.

Direction

Mast Arm

LC

(T yp

B.C.

Direction

Mast Arm

T yp

CLLC

CL

LC Foundation @ ground level

SYMBOL

LOADING

8 BOLT BASE PLATE DETAIL

SPECIAL NOTE

For 8 Bolt Base Plate

LOCK PLATE DETAIL

BASE PLATE TEMPLATE & ANCHOR BOLT

DESCRIPTION AREA SIZE WEIGHT

MAST ARM LOADING SCHEDULE

NOTES

12"-3 SECTION-WITH BACKPLATE

RIGID MOUNTED SIGNAL HEAD

9.3 S.F.

52.5" L X

25.5" W

60 LBS

RIGID MOUNTED

STREET NAME SIGN

16.0 S.F. 36 LBSStreet Name

96.0" L X

24.0" W

Design Loading for METAL POLE NO. 3

Elevation View

@ 180

Compartment

Terminal

Note 7

See

Design Loading for METAL POLE NO. 4

55'

Design Height 18 ft

Elevation View

Note 8

See

C Pole L

1'

Maximum 25.6 ft.

Roadway Clearance

Minimum 16.5 ft.

High Point of Roadway Surface

See Note 7e

See Note 7d

L C Foundation

H2

4 & 5

See Notes

23.2 ft. 22.8 ft.

Pole 3 Pole 4

+1.9 ft.

+1.0 ft.

Street Name

+1.9 ft.

+1.9 ft.

7' 30'

Pedestrian Head

16" Countdown

Max=10'

Min=7'

12"-4 SECTION-WITH BACKPLATE

RIGID MOUNTED SIGNAL HEAD

11.5 S.F.

66.0" L X

25.5" W

74 LBS

HOME OFFICE

RText (RText)

Note 7

See

39'

Design Height 18 ft

Note 8

See

C Pole L

Maximum 25.6 ft.

Roadway Clearance

Minimum 16.5 ft.

High Point of Roadway Surface

See Note 7e

See Note 7d

L C Foundation

H2

4 & 5

See Notes

Street Name

4 21'

Pedestrian Head

16" Countdown

Max=10'

Min=7'

1' manufacturer so site specific foundations can be designed.

The contractor is responsible for providing soil penetration testing data (SPT) to the pole11.

proper positioning of the signal heads over the roadway.

The contractor is responsible for verifying that the mast arm length shown will allow10.

Contracting Officer as this may affect the mast arm lengths and arm attachment heights.

If pole location adjustments are required, the contractor must gain approval from the9.

H1 plus 1/2 of the total height of the mast arm attachment assembly plus 1 foot.

Mast arm attachment height (H1) plus 2 feet, or the following:

The pole manufacturer will determine the total height (H2) of each pole using the greater of 8.

foundation ground level and the high point of the roadway.

Refer to the Elevation Data Chart for the elevation differences between the proposede.

The top of the pole base plate is 0.75 feet above the ground elevation.d.

The roadway clearance height for design is as shown in the elevation views.c.

Signal heads are rigidly mounted and vertically centered on the mast arm.b.

height as they are assumed to offset each other.

Mast arm slope and deflection are not considered in determining the arm attachmenta.

The mast arm attachment height (H1) shown is based on the following design assumptions:7.

Design base plate with 8 anchor bolt holes. Provide 2 inch x 60 inch anchor bolts.6.

determine appropriate arm connection points.

requirements. This requires staggering the connections. Use elevation data for each arm to stiffened box connection shown as long as the connection meets all of the design

A clamp-type bolted mast arm-to-pole connection may be used instead of the welded ring5.

horizontal when fully loaded.

pitched arch where the tip or the free end of the mast arm does not deflect below

The camber design for the mast arm deflection should provide an appearance of a low4.

Design all signal supports using stress ratios that do not exceed 0.9.3.

traffic signal plans for the actual loads that will be applied at the time of the installation.

loads that will be applied at the time of the installation. The contractor should refer to the views. These are anticipated worst case "design loads" and may not represent the actual

Design the traffic signal structure using the loading conditions shown in the elevation2.

DESIGN REQUIREMENTS

https://connect.ncdot.gov/resources/safety/Pages/ITS-Design-Resources.aspx

The NCDOT "Metal Pole Standards" located at the following NCDOT website:

The traffic signal project plans and special provisions.

The 2018 NCDOT Roadway Standard Drawings.

the specifications can be found in the traffic signal project special provisions.

The 2018 NCDOT "Standard Specifications for Roads and Structures." The latest addenda to

Signs, Luminaires, and Traffic Signals, including all of the latest interim revisions.

The 6th Edition 2013 AASHTO "Standard Specifications for Structural Supports for Highway

Design the traffic signal structure and foundation in accordance with:1.

DESIGN REFERENCE MATERIAL

5' 4'

WITH MOUNTING HARDWARE

PEDESTRIAN SIGNAL HEAD

2.2 S.F.

17.0" L X

18.5" W

21 LBS

1.0 S.F. 5 LBSOPTICAL DETECTOR

12.0" L

X 12.0" W

4'

6' 5' 6'

METAL POLE No. 3 and 4

H1= 22'

Base line reference elev. = 23.2'

H1= 22'

Base line reference elev. = 22.8'

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DRAWFORM REVISION: 07 AUG 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

PLAN

NORTH

1 INCH = 30 FEET

30 30 60

HOLCOMB BOULEVARD AT BIRCH STREET

SCALE: 1" = 30'

Directional Arrow

Controller & Cabinet

Signal Pole with Guy

With Push Button & Sign

Signal Pole with Sidewalk Guy

Inductive Loop Detector

Traffic Signal Head

Pedestrian Signal Head

2-in Underground Conduit

LEGEND

PROPOSED EXISTING

Sign

Modified Signal Head N/A

Junction Box

N/A Right of Way

Metal Pole with Mastarm existing existing

Directional Arrow

Controller & Cabinet

Signal Pole with Guy

With Push Button & Sign

Signal Pole with Sidewalk Guy

Inductive Loop Detector

Traffic Signal Head

Pedestrian Signal Head

2-in Underground Conduit

LEGEND

PROPOSED EXISTING

Sign

Modified Signal Head N/A

Junction Box

N/A Right of Way

Metal Pole with Mastarm existing existing

N/ADirectional Drill exType II Signal Pedestal

Oversized Junction Box

FEATURE

PHASE

1 2 3 4 5 6

MIN RECALL MIN RECALL

YELLOW YELLOW

ON ON

7 7 7 7

15 60 30 30 15 60

12 12

- - 28 - -

- - - -15 15

30 30

3.0 3.9 3.9 3.04.2 4.2

ON ON ON ON

OASIS 2070 TIMING CHART

Min Green 1 *

Extension 1

Max Green 1 *

Yellow Clearance

Red Clearance

Walk 1 *

Don't Walk 1

Seconds Per Actuation *

Max Variable Initial *

Time Before Reduction *

Time To Reduce *

Minimum Gap

Recall Mode

Vehicle Call Memory

Dual Entry

Simultaneous Gap

2.0 6.0 2.0 2.0 2.0 6.0

4.0 2.8 2.6 2.5 3.2 2.8

30 -is shown. Min Green for all other phases should not be lower than 4 seconds.

* These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what

1.5 1.5

3.0 3.0

TURNS

INDUCTIVE LOOPS

PHASE

DETECTOR PROGRAMMING

LOOP

TIME

DELAY

(FT)

STOPBAR

FROM

DISTANCE

(FT)

SIZE

TIME

STRETCH

N

W

R D

N

W

O P

F U

L L

T

IM

L A

Y

E X T E

N S

IO

N

C A

L L

IN

G

S Y S T

O P

Y

Y

OASIS 2070 LOOP & DETECTOR INSTALLATION CHART

2A 250 Y Y - - - - Y2

4A 6X40 0 Y Y - - - - Y4

Y4B 6X40 Y Y - - - - Y4

Y Y Y - - - Y

5A 6X40

Y Y Y - 3 - Y

Y6B 6X6 Y Y - - - - Y6

* 15

2#

Y Y Y - - - Y

1A 6X40

Y Y Y - 3 - Y

* 15

6#

Y4C 6X40 Y Y - - -40 Y-

6X6

Y3A 6X40 0 Y Y - - - - Y3

Y3B 6X40 0 Y Y - - - - Y3

Y3C 6X40 0 Y Y - - - - Y3

2-4-2

2-4-2

2-4-2

Y5B 6X40 Y Y - - 1550 Y-

2-4-2

2-4-2

2-4-2

2-4-2

Y6A 6X6 Y Y - - - - Y65

2-4-2

2-4-2

Phasing Operation.

# Disable Phase call for this loop during Alternate

* Disable delay during Alternate Phasing Operation.

Y2B 250 Y Y - - - - Y26X6 5

KEY NOTES

SIGNAL FACE I.D.

All Heads L.E.D.

12"

R

Y

R

Y

G

12"

R

Y

G

12"

R

Y

F Y

12"

R

Y Y

G

12"

16"

P21,P22

41,42

61,62

P41,P42 7 7

Yield Sign (R1-2) AA

S

IG

N

E

O L

C O

U L E

V A

IR

R E

E T

(BIRCH STREET SIGNAL SYSTEM)

FULLY ACTUATED

6 PHASE

Y5C 6X6 Y Y - - 1550 Y-2-4-2

Y1B 6X40 0 Y Y - - 15 - Y12-4-2 exOptical Detector

ONLY. COORDINATED SIGNAL SYSTEM TIMING VALUES SUPERSEDE THESE VALUES.

12. MAXIMUM TIMES SHOWN IN TIMING CHART ARE FOR FREE-RUN OPERATION

LOCATIONS OF OPTICAL DETECTORS ARE CONCEPTUAL ONLY.

11. THIS INTERSECTION FEATURES AN OPTICAL PREEMPTION SYSTEM. SHOWN

CONFLICTS PRIOR TO ORDERING MATERIALS.

10. VERIFY CANTILEVER POLE FOUNDATION LOCATIONS DO NOT HAVE UTILITY

1530-1730

1030-1200

0600-0800

BLVD, MONDAY-FRIDAY, DURING THE FOLLOWING TIMES:

9. SIGNAL SHALL BE OPERATED IN PROTECTED ONLY PHASING ON HOLCOMB

ONLY. SEE SHEET CZ-600-CZ-602 FOR PUSHBUTTON LOCATION DETAILS.

8. PEDESTRIAN PEDESTALS ARE CONCEPTUAL AND SHOWN FOR REFERENCE

TIME ONLY.

7. PROGRAM PEDESTRIAN HEADS TO COUNTDOWN THE FLASHING "DON'T WALK"

6. OMIT "WALK" AND FLASHING "DON'T WALK" WITH NO PEDESTRIAN CALLS.

5. SET ALL DETECTOR UNITS TO PRESENCE MODE.

4. THE ORDER OF PHASE 3 AND PHASE 4 MAY BE REVERSED.

3. PHASE 1 AND / OR 5 MAY BE LAGGED.

OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

2. DO NOT PROGRAM SIGNAL FOR LATE NIGHT FLASHING OPERATION UNLESS

RESOURCES.ASPX

HTTP://CONNECT.NCDOT.GOV/RESOURCES/SAFETY/PAGES/ITS-DESIGN-

CAN BE DOWNLOADED FROM NCDOT WEBSITE:

CONTROL DEVICES (MUTCD). THE GENERIC PROJECT SPECIAL PROVISIONS

ROADWAY STANDARD DRAWINGS,AND THE FHWA MANUAL ON UNIFORM TRAFFIC

AND STRUCTURES, NCDOT GENERIC PROJECT SPECIAL PROVISIONS, NCDOT

WITH THE LATEST VERSIONS OF NCDOT STANDARD SPECIFICATIONS FOR ROADS

1. ALL WORK FOR THE TRAFFIC SIGNALS IS TO BE PERFORMED IN ACCORDANCE

CZ400

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5A

3A

4B 4A

1A11

P42

HOLCOMB BOULEVARD

HOLCOMB BOULEVARD

B

IR

R E

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A D

E

B

IR

R E

E T

3B 3C ex

4C5B

44434241P41 P21

P22

2A

6A

6B

A D

E

(40 MPH DESIGN SPEED)

35 MPH 0% GRADE

(40 MPH DESIGN SPEED)

35 MPH -1% GRADE

2B

A

METAL POLE #1

METAL POLE #2

METAL POLE #3

METAL POLE #4

PRE 6

PRE 5

PRE 3

PRE 5

5C

1B

PROPOSED POLE, STOP BAR, CROSSWALK LOCATION DIAGRAM

NOT TO SCALE

9'

4'

10'

10'

4'

35'

43'

18'

34'

36'

21'

49'

12'

58'

9' 6'

Existing Stop Bar

Proposed Stop Bar

8'

12'

AS SHOWN

RText (RText)

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1 2 3 4 5

A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 07 AUG 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

SGL/CLS

DLB

EJA

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

TSW TSW LMB

6/12/2020

AT MCB CAMP LEJEUNE. VIA EMAIL

PEDESTRIAN MOVEMENT

UNSIGNALIZED MOVEMENT

UNDETECTED MOVEMENT (OVERLAP)

DETECTED MOVEMENT

PHASING DIAGRAM DETECTION LEGEND

02+6

02+5

01+6

01+5

DEFAULT PHASING DIAGRAM

FACE

SIGNAL

PHASE

F L A S H

61,62

P21,P22

TABLE OF OPERATION

DEFAULT PHASING

DRKDWDWDW

F

Y

F

Y

F

Y

F

Y

R

G G

G G

G

G G

R R R R R R

R R

R R

R R R R

R R R

GR R R R R R

R R R R R R

R R R R R R

R R R R

W

Y

Y

Y

Y

Y

02+6

02+5

01+6

01+5

ALTERNATE PHASING DIAGRAM

SIGNAL FACE I.D.

All Heads L.E.D.

12"

R

Y

R

Y

G

12"

R

Y

G

12"

R

Y

F Y

12"

R

Y Y

G

12"

16"

P21,P22

R R

P41,P42 DRKDWDWDWDWDW W

41,42

G

G

W DW

41,42

61,62

P41,P42

R R R R

KEY NOTES

(ISOLATED)

FULLY ACTUATED

6 PHASE

S

IG

N

E

O L

C O

U L E

V A

R E

E T

GR R R R

33 R R

PREEMPT PHASES

DEFAULT EV

PREEMPT PHASES

ALTERNATE EV

Interval 1 - Dwell Green

Interval 1 - Dwell Yellow

Interval 1 - Dwell Red

Interval 5 - Exit Green

Delay Time

Min Green Before Pre

Ped Clear Before Pre

Yellow Clear Before Pre

Red Clear Before Pre

Dwell Min Time

Enable Backup Protection

Ped Clear Through Yellow

Interval 5 - Yellow

Interval 5 - Red

FUNCTION PRE 3

0.0

0.0

0.0

0.0

PRE 4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

PRE 5

0.0

0.0

0.0

0.0

PRE 6

0.0

0.0

0.0

0.0

0.0

0.0

0.0

Priority

2 2

Exit Phase(s)

Omit Overlaps

Preempt Extend**

OASIS 2070 EV PREEMPT

0.0

0.0

0.0

MED

0.0

N

Y

0.0

0.0

0.0

MED

0.0

N

Y

MED MED

2+6

(2+5)

PRE 3

(04)

PRE 6

(1+6)

PRE 4

Y Y

N N

12 7

0.0

0.0

2 22 2

2+6 4

** Program Timing on Optical Detection Unit

* Time defaults to time used for phase during normal operation

P

Y

G

G

R

R

R

R

R

R

DW

R

R

R

R

R

R

R

F

Y

G

DW

DW

R

R

G

G

G

R

R

R

R

R

DW

DW

R

R

R

R

R

R

R

G

G

DW

R

(03)

PRE 5

(2+5)

PRE 3

(1+6)

PRE 4

(03)

PRE 5

(04)

PRE 6

FACE

SIGNAL

PHASE

F L A S H

61,62

P21,P22

TABLE OF OPERATION

DRKDWDWDW

R

G G

G G

G

G G

R R R R R R

R R

R R

R R R R

R R R

GR R R R R R

R R R R R R

R R R R R R

R R R R

W

Y

Y

Y

Y

Y

R R

P41,P42 DRKDWDWDWDWDW W

41,42

G

G

W DW

R R R R

GR R R R

33 R R

P

G

R

R

R

R

R

R

DW

R

R

R

R

R

R

G

DW

DW

R

R

G

G

G

R

R

R

R

R

DW

DW

R

R

R

R

R

R

R

G

G

DW

R

ALTERNATE PHASING

Dwell Max Time (MINUTES)

DW

DW

DW

DW

R

F

RR

R R

R

R

R R

R

R

R

D B

R

ONLY. COORDINATED SIGNAL SYSTEM TIMING VALUES SUPERSEDE THESE VALUES.

12. MAXIMUM TIMES SHOWN IN TIMING CHART ARE FOR FREE-RUN OPERATION

LOCATIONS OF OPTICAL DETECTORS ARE CONCEPTUAL ONLY.

11. THIS INTERSECTION FEATURES AN OPTICAL PREEMPTION SYSTEM. SHOWN

CONFLICTS PRIOR TO ORDERING MATERIALS.

10. VERIFY CANTILEVER POLE FOUNDATION LOCATIONS DO NOT HAVE UTILITY

1530-1730

1030-1200

0600-0800

BLVD, MONDAY-FRIDAY, DURING THE FOLLOWING TIMES:

9. SIGNAL SHALL BE OPERATED IN PROTECTED ONLY PHASING ON HOLCOMB

ONLY. SEE SHEET CZ-600-CZ-602 FOR PUSHBUTTON LOCATION…