ex

ex

ex

ex

ex

W. Lakewood Avenue

W. Lakewood Avenueex

SR 1361 (Vickers Avenue)

SR 1361 (Vickers Avenue)

PHASING DIAGRAM

PEDESTRIAN MOVEMENT

UNSIGNALIZED MOVEMENT

UNDETECTED MOVEMENT (OVERLAP)

DETECTED MOVEMENT

PHASING DIAGRAM DETECTION LEGEND

NOTES

SHEET NO.PROJECT REFERENCE NO.

SEAL

PREPARED BY:

SIG. INVENTORY NO.

SCALE REVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATESIGNATURE

PLAN DATE:

0

Division 5 Durham County Durham

December 2016

C.E. Carter

1"=20'

20

05-1001

W-5601GD Sig. 1

N

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51001_sig

_dsn_20170110.d

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20-JA

N-2017 1

4:3

1

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

LEGENDPROPOSED EXISTING

Sign

Modified Signal Head N/A

Junction Box

N/A Right of Way

DOCU M ENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES CO M PLETEDSignal Upgrade

ex

ex

ex

ex

ex

ex

41

42

2122

81

82

23

02

LOOP NO.SIZE

DIST. FROM

STOPBAR

SEC.

TURNS

TIMING

INDUCTIVE LOOPS

NEMA

PHASE

SEC.

NE

W

EX

IST

ING

DELAYCARRY(STRETCH)

ATTRIBUTES

DETECTOR PROGRAMMING

1 2 3 4 5 6 7 8

NE

W

EX

IST

ING

STATUS

SEC.

SEC.

SY

ST

EM

LO

OP

S

(ft)(ft)

DE

LA

Y

FU

LL

TIM

E

RE

SE

RV

ED

CO

UN

T

EX

TE

NS

ION

TY

PE

3

CA

LL

ING

AL

TE

RN

AT

E

CA

LL

PE

DE

ST

RIA

N

-

-

-

- - - - -

- - - - - - - -

----

LOOP & DETECTOR UNIT INSTALLATION CHART

2033 SOFTWARE w/ 2070 CONTROLLER

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

RED CLEARANCE

RECALL POSITION

PHASE 02

YELLOW CHANGE INT.

FLASHING DON'T W ALK

TIMING CHART

MINIMUM GAP

OFF

VEHICLE CALL MEMORY

DOUBLE ENTRY

MAXIMUM GAP*

ALTERNATE EXTENSION

TYPE 3 LIMIT -

-

-

-

-

-

-

-

-

-

W ALK *

REDUCE 0.1 SEC EVERY *

MINIMUM INITIAL *

VEHICLE EXTENSION *

MAXIMUM LIMIT *

ADD PER VEHICLE *

MAXIMUM INITIAL *

2033 SOFTWARE w/ 2070 CONTROLLER

VEH. RECALL

YELLOW LOCK

NONE

NONLOCK

04

10 7

2.02.0

1.0 1.0

4.1 4.1

40 25

35 MPH +6% Grade

35 MPH -3% Grade

35

MP

H

+4

% G

rad

e

40 M

PH

-4%

Grade

(Durham Signal System)

Fully Actuated

2 Phase

6X6

6X6

5

4

X

X

2

2

X

X

X

X

X

X

A A"DO NOT ENTER" Sign (R5-1)

1.3250

P42

P41

P22

P21

02

FLASH

TABLE OF OPERATION

FACE

SIGNAL

PHASE

21, 22, 23

41, 42

81, 82

G

G

G

R

R

R

Y

R

R

P21, P22

P41, P42

W

WDW

DW DRK

DRK

16"

P41, P42

P21, P22

SIGNAL FACE I.D.

All Heads L.E.D.

DRK - Dark

DW - Don't Walk

W - Walk

R

Y

G

12"

81, 82

41, 42

21, 22, 23

exType II Signal Pedestal

7

7

7

8

2.0

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

2.0

2.0 2.0

2A, 2B

2C, 2D 80

SEC.

SEC.

SEC.

SEC.

-

- -

- -

- -

-

- - -

---

4A

8A

6X40

6X40

X -

-

4

8

X

X

X

X

-

-

X

X

0

0

-

-

No Right Turn Sign (R3-1) BB

No Left Turn Sign (R3-2) CC

W. Lakewood Avenue

at

SR 1361 (Vickers Avenue)

N/A Fence

3

10

SEC.SEC.- - - - - ----- X 2 - - X-

SEC.SEC. - - - - - -X - 4 - - -X- --

P21, P22

P41, P42

-

- -

-

X

X

-

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

2-4-2

2-4-2 X

04+8

04+8

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

SEC.

-

-

-

-

-

NONE

NONLOCK

08

7

2.0

1.0

3.5

25

-

-

2.0

2.0

should not be lower than 4 seconds.

times for phase 2 lower than what is shown. Min Green for all other phases

* These values may be field adjusted. Do not adjust Min Green and Extension

supersede these values.

signal system timing values

operation only. Coordinated

chart are for free-run

12. Maximum times shown in timing

11. Pavement markings are existing.

details.

P1-P3 for pushbutton location

reference only. See sheets

conceptual and shown for

10. Pedestrian pedestals are

Walk" time only.

countdown the flashing "Don't

9. Program pedestrian heads to

pedestrian calls.

"DON'T WALK" with no

8. Omit "WALK" and flashing

to 250 seconds for phases used.

7. Set phase bank 3 maximum limit

unless otherwise noted.

into phase banks 1, 2, and 3

6. Program all timing information

vehicles turning right on red.

obstruct sight distance of

5. Locate new cabinet so as not to

presence mode.

4. Set all detector units to

43 and 44 as 81 and 82.

3. Renumber existing signal heads

the Engineer.

unless otherwise directed by

night flashing operation

2. Do not program signal for late

Structures" dated January 2012.

Specifications for Roads and

2012 and "Standard

Drawings NCDOT" dated January

1. Refer to "Roadway Standard

ONON

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

026486

SEAL

RO

B

ERT J. ZI

E

MB

A

TN

T

T

IN

DE

PA

RT

M

EN OF T RA

SP

OR

TA

IO

N

ST

A

E O

FNORTH CAR

OL

A

noi

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D yt

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S

750 N. Greenfield Pkwy, Garner, NC 27529

Prepared in the Offices of:

2C 2D

4A

8A

A

C

A

B

2B2A

1/10/2017

THIS ELECTRICAL DETAIL IS FOR

REVISED:

1

U

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

(front view)

FS

ST

L

U

L

SLOT EMPTY

SLOT EMPTY

FS = FLASH SENSE

ST = STOP TIME

ISOLATOR

DC

ISOLATOR

DC

EX. : 1A, 2A, ETC. = LOOP NO.'S

INPUT FILE POSITION LAYOUT

FILE

"I"

FILE

"J"

SHEET NO.PROJECT REFERENCE NO.

SEAL

PREPARED BY:

SIG. INVENTORY NO.

REVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE:

W. Lakewood Avenue

at

SR 1361 (Vickers Avenue)

December 2016 T. Joyce

C. Strickland

W-5601GD Sig. 2

DETAILS FOR:ELECTRICAL AND PROGRAMMING

cestrickland

S:\

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25-JA

N-2017 0

9:3

0

Division 5 Durham Durham County

05-1001

Electrical Detail

4

4A

8

8A

4 PED

ISOLATOR

DC

2 PED

ISOLATOR

DC

SLOT EMPTY

SLOT EMPTY

TN

T

T

IN

DE

PA

RT

M

EN OF TR A

SP

OR

TA

IO

N

ST

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FNORTH CAR

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750 N. Greenfield Pkwy, Garner, NC 27529

Prepared in the Offices of:

noitceS tnemeganaM s

lang

iS

INPUT FILE POSITION LEGEND: J2L

FILE J

SLOT 2

LOWER

EQUIPMENT INFORMATION

CABINET MOUNT...........BASE

CONTROLLER..............2070E

CABINET.................332 W/ AUX

SOFTWARE................McCAIN 2033

OUTPUT FILE POSITIONS...18 WITH AUX FILE

OVERLAPS ...............NONE

UNLESS ALL SIGNATURES CO M PLETED

DOCU M ENT NOT CONSIDERED FINAL

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

THE SIGNAL DESIGN: 05-1001

DESIGNED: December 2016

2A,2B

2C,2D

2

2NOT

USED

NOT

USED

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

PED PUSH

BUTTONS NOTE:

IN INPUT FILE SLOT I12.

INSTALL DC ISOLATOR

LOAD SWITCHES USED......S2,S2P,S4,S4P,S8

PHASES USED.............2,4,8

115

104

106

113

NU = Not Used

P21,

P22

P41,

P42

the output file. Verify that signal heads flash in

accordance with the signal plans.

4. Program controller to Start Up in phases 2 and 6 green.

1. To prevent "flash-conflict" problems, insert red flash

program blocks for all unused vehicle load switches in

7. Enable Simultaneous Gap-Out feature for all phases.

and 3 unless otherwise noted.

8. Program all timing information into phase banks 1, 2,

program block assignments.

10. Ensure start up flash phases are coordinated with flash

used.

9. Set phase bank 3 maximum limit to 250 seconds for phases

Signal System.

12. This cabinet and controller are part of the Durham

to 1 second.

6. Set the Red Revert interval, on the controller unit,

flash time. Ensure STARTUP 'RED START' is set to 0.0 sec.

programming. The conflict monitor will govern start-up

5. Set flash start time to 0 seconds within the controller

2. Ensure that Red Enable is active at all times during

normal operation. To prevent Red Failure on unused

the cabinet manufacturer's instructions.

6,7,9,10,11,12,13,14,15 and 16 to load switch AC+ per

monitor channels, tie unused red monitor inputs 1,3,5,

11. Program Startup Ped Calls for phases 2 and 4.

ON OFF

1

2

4

5

6

9

10

11

12

= DENOTES POSITION

OF SWITCH

7

8

15

16

13

14

INT

ER

NA

L D

IP S

WIT

CH

ES

(remove jumpers and set switches as shown)

PROGRAMMING DETAIL

FF

A

1

2

3

4

5

6

7

8

9

1O

11

12

13

14

15

161O

-11

1O

-12

1O

-13

1O

-14

1O

-15

1O

-16

11-1

2

11-1

3

11-1

4

11-1

5

11-1

6

12

-1

3

12-14

12-15

12-16

13

-1

4

13-15

13-16

14

-1

5

14-16

15

-1

61

-1

6

1-1

5

1-1

4

1-1

3

1-1

2

1-1

1

1-1

O

1-9

1-8

1-7

1-6

1-5

1-4

1-3

1-2

2-16

2-15

2-14

2-13

2-12

2-11

2-1

O

2-9

2-8

2-7

2-6

2-5

2-4

2-3

3-1

6

3-1

5

3-14

3-13

3-1

2

3-1

1

3-1

O

3-9

3-8

3-7

3-6

3-5

3-4

4-16

4-15

4-14

4-13

4-12

4-11

4-1

O

4-9

4-8

4-7

4-6

4-5

5-16

5-15

5-14

5-13

5-12

5-11

5-1

O

5-9

5-8

5-7

5-6

6-16

6-1

5

6-1

4

6-1

37-14

6-1

2

6-1

1

6-1

O

6-9

6-8

6-7

7-16

7-15

7-13

7-12

7-11

7-1

O

7-9

7-8

9-1

O

9-11

9-12

9-13

9-14

9-15

9-16

8-16

8-15

8-14

8-13

8-12

8-11

8-1

O

8-9

CO

NF

LIC

T P

RO

GR

AM

CA

RD

REMOVE JUMPERS AS SHOWN

COMPONENT SIDE

YELLOW DISABLE

2. Make sure jumpers SEL2-SEL5 are present on the monitor board.

NOTES:

of any jumper allows its channels to run concurrently.

1. Card is provided with all diode jumpers in place. Removal

ON

ON

ON

SW2

WD ENABLE

3

SEALED: 1/10/2017

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

EL

T

TIL .M YR

AH

CA

Z

030530

SEAL

3. Program phases 4 and 8 for Double Entry.

2-PED CALL

3-RESERVED

5-EXTENSION

6-TYPE 3

8-ALTERNATE

DETECTOR ATTRIBUTES LEGEND:

7-CALLING

4-COUNTING

1-FULL TIME DELAY

ATTRIBUTESLOOP

LOOP NO.PHASETERMINAL

INPUT

FILE POS.

DETECTOR

NO.

PIN

NO.

NEMA

4A I6UTB4-9,1O 41 43 5 7

8A J6UTB5-9,1O 42 84 5 7

INPUT FILE CONNECTION & PROGRAMMING CHART

AS SPECIFIED ON SIGNAL DESIGN PLANS.

NOTE: PROGRAM DETECTOR DELAY AND CARRYOVER TIMES

2A,2B I2UTB2-5,6 39 21 5 7

2C,2D I2LTB2-7,8 43 25 5 7

25 67TB8-4,6 I12U 2P21,P22 2 PED

27 69TB8-5,6 I12L 2 4 PEDP41,P42

PHASE

SIGNAL

HEAD NO.

GREEN

YELLOW

RED

RED

ARROW

YELLOW

ARROW

GREEN

ARROW

321 5 74 6 82

PED

4

PED

6

PED

8

PED

S3S2S1 S5 S7S4 S6 S8LOAD

SWITCH NO.S2P S4P S6P S8P

129 102

S9 S10 S11 S12 S13 S14

SPARE

NU

SPARE

128 101

130 103

SIGNAL HEAD HOOK-UP CHART

NUNUNU 81,8241,42

107

108

109

NU NU NUNUNUNU

OL1 OL2 OL3 OL4

21,

22,23NU NU NU

NOTES

EDI MODEL 2010ECL-NC CONFLICT MONITOR

FYA 1-9

FYA 3-10

FYA 5-11

FYA 7-12

RF 2010

RP DISABLE

FYA COMPACT

RF SSM

LEDguard

SF#1 POLARITY

GY ENABLE

WD 1.0 SEC

FY

AO

PT

ION

S

SS

MS

SM

REMOVE DIODE JUMPERS 2-13, 4-8, 4-14 and 8-14.

1/26/2017

rzie

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4 1

6:3

7

SEAL

DATESIGNATURE

Prepared in the Offices of:

See Plate for Title

Garner, NC 27529

750 N. Greenfield Parkway

TN

T

T

IN

DE

PA

RT

M

EN OF T RA

SP

OR

TA

IO

N

ST

A

E O

FNORTH CAR

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A

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NOTES

1 3

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

RA

LE

IG

H, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. OF

TR

AN

SP

OR

TA

TIO

N

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

RA

LE

IGH

, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. O

F T

RA

NS

PO

RT

AT

ION

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

SHEET OF SHEET OF

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

1 3

5’ MAX.

1705D01 1705D01

STRIP

GRASS

SIDEWALK

EOP

C&G

10’ MAX.

EOP

C&G

SIDEWALK

STRIP

GRASS

5’ MAX.

PUSHBUTTON PLACEMENT

SEPARATE CURB RAMPS

PUSHBUTTON PLACEMENT

SHARED CURB RAMP

CURB/PAVEMENT/SHOULDER

SIDEWALK ADJACENT TO

1.5’ MIN.

SIDEWALK

10’ MAX.

1.5’ MIN.

C&G

EOP5’ MAX.

1.5’ MIN.

SIDEWALK

10’ MAX.

1.5’ MIN.

EOP

C&G5’ MAX.

CURB/PAVEMENT/SHOULDER

SIDEWALK OFFSET FROM

CURB/PAVEMENT/SHOULDER

SIDEWALK ADJACENT TO

CURB/PAVEMENT/SHOULDER

SIDEWALK OFFSET FROM

10’ MAX.

PL

AC

EM

EN

T D

ET

AIL

PL

AC

EM

EN

T D

ET

AIL

PROPOSED

Type II Signal Pedestal

Pushbutton & Sign

Pedestrian Signal Head

LEGEND

Signal Pole

Pushbutton Location Area

Curb Ramp

Type I Pushbutton Post

Sig. P1

SHEET NO.

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

026486

SEAL

RO

B

ERT J. ZI

E

MB

A

conditions.

actual design or field

use only and may not reflect

9. Curb ramps are for symbolic

installation.

location approval prior to

Engineer for pushbutton

8. Contact Division Traffic

Drawings for Pedestal details.

2012 NCDOT Roadway Standard

7. Refer to section 1743 of the

Assembly details.

Drawings for Pushbutton

2012 NCDOT Roadway Standard

6. Refer to section 1705 of the

sidewalk.

around pedestal if located in

5. Maintain 4 feet of clearance

of 10 inches.

with a maximum reach distance

adjacent to a level surface

4. Pushbuttons shall be installed

least 10 feet.

separated by a distance of at

the same corner should be

3. Separate pushbuttons used on

applicable crosswalk.

should be parallel to the

2. The face of the pushbutton

shoulder, or pavement.

10 feet from the edge of curb,

not be located further than

1. Pushbutton pedestals should

06-14

06-14

PROJECT NO.

6/17/2014

10’ MIN.

10’ MIN.

10’ MIN.

10’ MIN.

10’ MIN.

10’ MIN.

rzie

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ushbutt

on D

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ings\P

ushbutt

on P

late

Draw

ings_20140617.d

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26

-A

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-2

01

4 1

6:3

8

SEAL

DATESIGNATURE

See Plate for Title

Prepared in the Offices of:

Garner, NC 27529

750 N. Greenfield Parkway

TN

T

T

IN

DE

PA

RT

M

EN OF T RA

SP

OR

TA

IO

N

ST

A

E O

FNORTH CAR

OL

A

noi

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D yt

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S

SIDEWALK

IN WIDE SIDEWALK

PUSHBUTTON PLACEMENT

OF CURB OR PAVEMENT/SHOULDER

BACK OF SIDEWALK IS WITHIN 10’

CURB OR PAVEMENT/SHOULDER

OF SIDEWALK EXCEEDS 10’ FROM

GRASS STRIP PLACEMENT IF BACK

IN WIDE SIDEWALK

PUSHBUTTON PLACEMENT

OF CURB OR PAVEMENT/SHOULDER

BACK OF SIDEWALK IS WITHIN 10’

CURB OR PAVEMENT/SHOULDER

OF SIDEWALK EXCEEDS 10’ FROM

GRASS STRIP PLACEMENT IF BACK

SEPARATE CURB RAMPS W/ TYPE I PEDESTALS

SEPARATE CURB RAMPS W/ TYPE II PEDESTALS

2 3 2 3

PL

AC

EM

EN

T D

ET

AIL

PL

AC

EM

EN

T D

ET

AIL

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

1705D01 1705D01

RA

LE

IG

H, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. OF

TR

AN

SP

OR

TA

TIO

N

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

RA

LE

IGH

, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. O

F T

RA

NS

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10" MAX.

TYPICAL PUSHBUTTON LOCATIONS (CASE I)

TYPICAL PUSHBUTTON LOCATIONS (CASE II)

OPTIONAL PUSHBUTTON EXTENSION

APPLICABLE CROSSWALK

FACE OF PUSHBUTTON PARALLEL TO

PROPOSED

Type II Signal Pedestal

Pushbutton & Sign

Pedestrian Signal Head

LEGEND

Signal Pole

Pushbutton Location Area

Curb Ramp

Type I Pushbutton Post

Sig. P2

SHEET NO.

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

026486

SEAL

RO

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A

06-14

06-14

PROJECT NO.

6/17/2014

10’ MIN.

10’ MIN.

10’ MIN.

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9

SEAL

DATESIGNATURE

See Plate for Title

Prepared in the Offices of:

Garner, NC 27529

750 N. Greenfield Parkway

TN

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10’ MIN.

10’ MIN.

OF CURB OR PAVEMENT/SHOULDER

BACK OF SIDEWALK IS WITHIN 10’

CURB OR PAVEMENT/SHOULDER

OF SIDEWALK EXCEEDS 10’ FROM

GRASS STRIP PLACEMENT IF BACK

HEADS ON DIFFERENT PEDESTALS)

(CORRESPONDING PUSHBUTTONS AND SIGNAL

PUSHBUTTON PLACEMENT IN WIDE SIDEWALK

3 3 3 3

PL

AC

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EN

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AIL

PL

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OR

CHOP ISLAND" WITH SEPARATE PEDESTALS

PUSHBUTTON PLACEMENT IN LARGE "PORK

CHOP ISLAND" WITH SHARED PEDESTAL

PUSHBUTTON PLACEMENT IN SMALL "PORK

TRAFFIC ISLAND PUSHBUTTON LOCATIONS

PROPOSED

Type II Signal Pedestal

Pushbutton & Sign

Pedestrian Signal Head

LEGEND

Signal Pole

Pushbutton Location Area

Curb Ramp

Type I Pushbutton Post

TYPE I PEDESTAL

OPTIONAL REFUGE)

CURB TO CURB WITH

(FOR COMPLETE CROSSING

TYPE II PEDESTAL

PHASE CROSSING)

(FOR STAGED OR MULTI-

SHARED CURB RAMPS

TYPICAL PUSHBUTTON LOCATIONS (CASE III)

PUSHBUTTON PLACEMENT IN MEDIAN

Sig. P3

PUSHBUTTON POST

TYPE II SIGNAL PEDESTAL AND TYPE I

PUSHBUTTON PLACEMENT WITH SHARED

SHEET NO.

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

026486

SEAL

RO

B

ERT J. ZI

E

MB

A

06-14

06-14

PROJECT NO.

6/17/2014

SHEET NO.PROJECT REFERENCE NO.

SEAL

PREPARED BY:

REVISIONS INIT. DATE

REVIEWED BY:PLAN DATE:

CADD Filename:

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FNORTH CAR

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A

750 N. Greenfield Pkwy. , Garner, NC 27529

Prepared in the Offices of:

Transportation

Mobilityand Safety

Division

Intellig

e

nt

Transportation Syste

msSection

CONSTRUCTION NOTES

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

023919

GR

EGORY A. F

ULL

ER

DOCU M ENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES CO M PLETED

DIVISION 05 DURHAM CO. CITY OF DURHAM

JANUARY 2017

W-5601GD SCP 1

I. N. AVERY

INSTALL REA, PE - 22, SHIELDED,

TWISTED PAIR COMMUNICATIONS CABLE1

2

3

4

5

6

7

INSTALL REA, PE - 38, (FIGURE 8) SHIELDED,

TWISTED PAIR COMMUNICATIONS CABLE

INSTALL REA, PE - 39, (UNDERGROUND) SHIELDED,TWISTED PAIR COMMUNICATIONS CABLE

INSTALL SMFO CABLE

INSTALL MMFO CABLE

INSTALL FIBER OPTIC DROP CABLE

INSTALL TRACER WIRE

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

INSTALL PVC CONDUIT

INSTALL RIGID, GALVANIZED STEEL CONDUIT

INSTALL RIGID, GALVANIZED STEEL RISER WITH W EATHERHEAD

INSTALL RIGID, GALVANIZED STEEL RISER WITH FIBER OPTIC CABLE SEAL

INSTALL OUTER-DUCT POLYETHYLENE CONDUIT

INSTALL POLYETHYLENE CONDUIT

DIRECTIONAL DRILL CONDUIT

BORE AND JACK CONDUIT

INSTALL CABLE(S) IN EXISTING CONDUIT

INSTALL CABLE(S) IN NEW CONDUIT

INSTALL CABLE(S) IN EXISTING RISER

INSTALL CABLE(S) IN NEW RISER

INSTALL CABLE(S) IN EXISTING CONDUIT STUB-OUTS

INSTALL NEW CONDUIT INTO EXISTING CABINET BASE

(USE EXISTING CONDUIT STUB-OUTS W HEN AVAILABLE)

INSTALL NEW RISER INTO EXISTING CABINET BASE

(USE EXISTING CONDUIT STUB-OUTS W HEN AVAILABLE)

INSTALL NEW CONDUIT INTO EXISTING POLE MOUNTED CABINET

INSTALL NEW RISER INTO EXISTING POLE MOUNTED CABINET

26

27

28

29

30

31

32

33

TERMINATE COMMUNICATIONS CABLE ON EXISTING TELEMETRY

INTERFACE PANEL IN TRAFFIC SIGNAL CONTROLLER CABINET

INSTALL NEW TELEMETRY INTERFACE PANEL

IN TRAFFIC SIGNAL CONTROLLER CABINET

INSTALL INTERCONNECT CENTER, PATCH PANEL, JUMPERS

AND FUSION SPLICE CABLE IN CABINET

INSTALL UNDERGROUND SPLICE ENCLOSURE

INSTALL AERIAL SPLICE ENCLOSURE

INSTALL POLE MOUNTED SPLICE CABINET

INSTALL BASE MOUNTED SPLICE CABINET

REMOVE EXISTING SPLICE CABINET

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

INSTALL CABINET FOUNDATION

REMOVE EXISTING CABINET FOUNDATION

INSTALL CCTV CAMERA ASSEMBLY

INSTALL CCTV CAMERA W OOD POLE

INSTALL CCTV CAMERA METAL POLE AND FOUNDATION

INSTALL JUNCTION BOX

INSTALL OVERSIZED JUNCTION BOX

REMOVE EXISTING JUNCTION BOX

INSTALL W OOD POLE

REMOVE EXISTING W OOD POLE

INSTALL AERIAL GUY ASSEMBLY

INSTALL STANDARD GUY ASSEMBLY

INSTALL SIDEW ALK GUY ASSEMBLY

INSTALL MESSENGER CABLE

REMOVE EXISTING COMMUNICATIONS AND MESSENGER CABLE

REMOVE EXISTING MESSENGER CABLE

INSTALL TELEPHONE SERVICE

INSTALL CABLE STORAGE RACKS (SNOW SHOES) AND STORE

100 FEET OF CABLE

INSTALL DELINEATOR MARKER

STORE 20 FEET OF COMMUNICATIONS CABLE

LASH CABLE(S) TO EXISTING SIGNAL/COMMUNICATIONS CABLE

LASH CABLE(S) TO EXISTING MESSENGER CABLE

LASH CABLE(S) TO NEW MESSENGER CABLE

MODIFY EXISTING ELECTRICAL SERVICE

INSTALL NEW ELECTRICAL SERVICE

NUMBER

OF

RISER(S)/CONDUIT(S) RISER(S)/CONDUIT(S) (INCH)

OF

DIAMETER

XXXX

XXXX

NUMBER

OF

CABLE(S)

NUMBER OF

FIBERS/TWISTED PAIRS

XX

XX

XX

XX INDICATES NUMBER OF CABLES, LOOPS, ETC.

INDICATES NUMBER OF FIBERS PER CABLE,

TWISTED PAIRS PER CABLE, ETC.

INDICATES NUMBER OF RISER(S) / CONDUIT(S)

INDICATES DIAMETER OF RISER(S) / CONDUIT(S) (INCH)

CONSTRUCTION NOTE SYM BOLOGY KEY

LEGEND

NEW FIBER OPTIC COMMUNICATIONS CABLE

NEW TWISTED PAIR COMMUNICATIONS CABLE

EXISTING COMMUNICATIONS CABLE

EXISTING COMMUNICATIONS CABLE TO BE REMOVED

NEW AERIAL GUY ASSEMBLY

NEW CONDUIT

EXISTING CONDUIT

NEW DIRECTIONAL DRILLED CONDUIT

NEW BORED AND JACKED CONDUIT

NEW JUNCTION BOX

EXISTING JUNCTION BOX

NEW W OOD POLE

EXISTING W OOD POLE

AERIAL SPLICE ENCLOSURE

NEW METAL POLE

EXISTING METAL POLE

NEW CCTV ASSEMBLY

NEW STANDARD GUY ASSEMBLY

NEW SIDEW ALK GUY ASSEMBLY

NEW CABLE STORAGE RACKS (SNOW SHOES)

EXISTING CONTROLLER AND CABINET

EXISTING SPLICE CABINET

NEW SPLICE CABINET

SIGNAL POLE

SIGNAL INVENTORY NUMBER

ex

existing

existing

SP

XX-XXXX

TRENCH

S

S

S

2/2/2017

ex

ex

ex

TO BE REMOVED

POLE MOUNTED CABINET

EXISTING

W. LAKEWOOD AVE

(VIC

KE

RS

AV

E)

SR

13

61

41 EXISTING641

1 2

20

12

40

53

41

1 2

22

28

53

TO 05-0324

N

SHEET NO.PROJECT REFERENCE NO.

SEAL

PREPARED BY:

SCALE

REVIEWED BY:

INIT. DATE

REVIEWED BY:PLAN DATE:

0

CADD Filename:

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FNORTH CAR

OL

A

750 N. Greenfield Pkwy. , Garner, NC 27529

Prepared in the Offices of:

Transportation

Mobilityand Safety

Division

Intellig

e

nt

Transportation Syste

msSection CONDUIT ROUTING PLANS

COMMUNICATIONS CABLE AND

DIVISION 05 DURHAM CO. CITY OF DURHAM

JANUARY 2017

REVISIONS

I . N. AVERY

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

023919

GR

EGORY A. F

ULL

ER

W-5601GD SCP 2

NOTE 1

20'

1" = 20'

CABLE TO POLE GROUND

BOND RISER AND MESSENGER

SEE NOTE 2

45

8

9

CABINET

BASE MOUNTED

PROPOSED

BACK PULLED

BACK PULLED

BASE MOUNTED CABINET.

RECORD EXISTING SPLICE ARRANGEMENT AND COMPARE TO THE SUPPLIED SPLICE PLANS.

IF DISCREPANCIES EXIST CONTACT THE ENGINEER TO DETERMINE HOW TO PROCEED.

NOTE 2

DOCU M ENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES CO M PLETED

6

6

BACKPULL EXISTING FIBER OPTIC CABLE FROM EXISTING POLE MOUNTED CABINET TO PROPOSED

SEE NOTE 1 & 2

MAINTAIN MESSENGER CABLE SEGMENT TO SERVE AS THE AERIAL GUY.NOTE 3

SEE NOTE 2 & 3

GENERAL NOTES:

FUNCTIONING PROPERLY.TRANSPORTATION ENGINEER AFTER ALL W ORK IS PERFORMED TO ENSURE THAT ALL FIBER CIRCUITS AREFIVE (5) DAYS PRIOR TO BEGINNING W ORK ON SIGNAL SYSTEMS COMMUNICATION CABLE. NOTIFY THE CITYNOTIFY THE CITY OF DURHAM TRANSPORTATION ENGINEER; PETE NICHOLAS AT 919 560-4366 EXT 36436;

FOR DETERMINING \ ENSURING PROPER TERMINATIONS.TRANSCEIVER TERMINATION CONFIGURATIONS ARE GENERIC. CONTRACTOR IS RESPONSIBLE

05-1001

2/2/2017

SHEET NO.PROJECT REFERENCE NO.

SEAL

PREPARED BY:

SCALE REVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:PLAN DATE:

0

CADD Filename:

TN

T

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M

EN OF TR A

SP

OR

TA

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N

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FNORTH CAR

OL

A

750 N. Greenfield Pkwy. , Garner, NC 27529

Prepared in the Offices of:

Transportation

Mobilityand Safety

Division

Intellig

e

nt

Transportation Syste

msSection

SPLICE PLAN

DIVISION 05 DURHAM CO. CITY OF DURHAM

JANUARY 2017

I. N. AVERY

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

023919

GR

EGORY A. F

ULL

ER

W-5601GD SCP 3

NA

DOCU M ENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES CO M PLETED

TEST RESULTS.SHO W N ABO VE (1-4) AND SUBMIT PHO TO GRAPH ALO NG W ITH O TDRDIGITAL PHO TO GRAPH SHO W ING THE SPLICE TRAY AND INFO RM ATIO NPRIO R TO INSTALLING THE CO VER O N THE SPLICE TRAY TAKE A

4) NAM E OF INDIVIDUAL PERFO RMING THE SPLICING3) CO M PANY NAM E2) DATE1) SPLICE LO CATIO N

REFERENCE SECTIO N 1731 "FIBER OPTIC SPLICE ENCLOSURE"INCLUDE O N THE CO VER OF EACH SPLICE TRAY THE FO LLO W ING:

2

LEGEND

X = FUSION SPLICETIA/EIA 598-ACOLOR CODE

(1) BLUE

(2) ORANGE

(3) GREEN

(4) BROW N

(5) SLATE

(6) W HITE

ST CONNECTORSPATCH PANEL WITH

RX

1

RX

2

DATA PORT

BUFFER TUBEBLUE1

4

6

5

3

TX

1

TX

2

Unused fibers left coiled and stored in splice tray.

Unused Buffer Tubes left coiled and stored in splice tray.

SR 1361 (VICKERS AVENUE)

AT W. LAKEW OOD AVENUE

Notes:

CAP & SEAL

NOTES:

CAP & SEAL

NEW BASE MOUNTED CABINET

NEW SPLICE TRAY

05-0324TO

EXISTING

TRANSCEIVER TERMINATION CONFIGURATIONS ARE GENERIC. CONTRACTOR IS RESPONSIBLEFOR DETERMINING\ENSURING PROPER TERMINATIONS.

FIVE (5) DAYS PRIOR TO BEGINNING W ORK ON SIGNAL SYSTEMS COMMUNICATION CABLE. NOTIFY THE CITY

FUNCTIONING PROPERLY. ALL W ORK IS NOT COMPLETE UNTIL THE SIGNAL SYSTEM IS BACK UP AND OPERATIONAL.

1)

2)

3)

SIG. INV. 05-1001TRANSCEIVER

NEW

NOTIFY THE CITY OF DURHAM TRANSPORTATION ENGINEER; PETE NICHOLAS AT 919 560-4366 EXT 36436;

ENGINEER TO DETERMINE HOW TO PROCEED.ARRANGEMENT AND COMPARE TO THE SUPPLIED SPLICE PLANS. IF DISCREPANCIES EXIST CONTACT THEPRIOR TO BACKPULLING THE FIBER OUT OF THE POLE MOUNTED CABINET, RECORD THE EXISTING SPLICE

4)

TRANSPORTATION ENGINEER AFTER ALL W ORK IS PERFORMED TO ENSURE THAT ALL FIBER CIRCUITS ARE

2/2/2017