23-066 Plans

27-0001

TRAFFIC SIGNAL LEGENDTRAFFIC SIGNAL GENERAL NOTES

STRAIN POLE

MAST ARM

OVERHEAD SIGN

PULLBOX, TP 2

SIGN POST

PULLBOX, TP 4/4S

PEDESTRIAN SIGNAL HEAD

CONDUIT (BORED)

PROPOSED SIGNAL

STRAIN POLE

MAST ARM

OVERHEAD SIGN

PULLBOX, TP 2

SIGN POST

PULLBOX, TP 4/4S

PEDESTRIAN SIGNAL HEAD

CONDUIT (BORED)

3-SECTION T-SHPAED HEAD W/ BACKPLATE

REVISION DATES

11/16/2022 daniel.shin

GPLOT-V8

gplotborder-V8i-PO.tbl

27-0001.dgn

Design File and Plot Substitution information

4:39:26 PM

GPLN4/28/2016

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

P.I. No.

Alpharetta, Georgia 30009

Suite 600, 11720 Amber Park Dr

Engineering, Planning, and Environmental Consultants BRUMBELOW ROAD AT COUNTY PARK

TRAFFIC SIGNAL NOTES AND LEGEND

19. ALL EXISTING STRIPING IN CONFLICT WITH PROPOSED STRIPING SHALL BE REMOVED BY HYDROBLASTING.

18. CONTRACTOR TO OBTAIN POWER SERVICE; ROUTE TO CABINET.

17. ROUTE NEW 7-CONDUCTOR SIGNAL CABLE TO ALL NEW VEHICULAR AND PEDESTRIAN SIGNAL HEADS.

16. INSTALL NEW BACKPLATES WITH TP IX RETRO-REFLECTIVE TAPE ON ALL NEW VEHICULAR SIGNAL HEADS.

15. ROUTE NEW 3-PAIR LEAD-IN CABLE TO ALL NEW PEDESTRIAN PUSH BUTTONS.

UNINTERRUPTED OPERTATION. THE CONTRACTOR WILL COMPLETE A TRANSFER OF UTILITY COST TO THE CITY OF JOHNS CREEK.

AND SUPPORT DEVICES, UNTIL THE NEW TRAFFIC SIGNAL INSTALLTION HAS SATISFACTORILY COMPLETED A TEST PERIOD, 30 DAYS, OF

14. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MONTHLY POWER AND COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLTION

UTILITY REQUIRES PAYMENT FOR INSTALLTION.

OF THE CONTRACTOR TO INCLUDE THE COST, AS PART OF THEIR BID PRICE, FOR THAT TRAFFIC SIGNAL INSTALLATION IF THE RESPECTIVE

FOR TRAFFIC SIGNALS ON THIS PROJECT. IF A UTILITY TRANSFORMER IS REQUIRED FOR TRAFFIC SIGNAL EQUIPMENT, IT IS THE RESPONSIBLITY

13. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH ESTABLISHING NEW POWER AND COMMUNICATIONS SERVICES

CONTROL LUMP SUM ITEM.

12. ALL TRAFFIC MARKING, SYMBOLS OR STRIPING TO BE REMOVED AND/OR REPLACED SHALL BE PAID FOR IN THE TRAFFIC

NO ADDITIONAL PAYMENTS SHALL BE MADE TO THE CONTRACTOR FOR EROSION CONTROL.

FEDERAL LAWS AND GUIDELINES, THE COST SHALL BE CONSIDERED INCIDENTAL AND BE INCLUDED IN THE OVERALL BID PRICE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES TO ENSURE COMPLIANCE TO ALL STATE AND

STORM DRAIN PIPES, MASONRY WALLS AND PAVING THAT IS REMOVED, DAMAGED OR DESTROYED, DUE TO CONTRACTOR’S ACTIVITY.

DITCH PAVING, CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT, SIGNS, GUARDRAILS, LANDSCAPING, GRASSINGS, UTILITY SERVICE LINES,

10. THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO SEPARATE EXPENSE TO THE CITY, ANY BARRIER WALL, FENCE,

9. SAWCUTS AND REMOVAL OF ALL CONCRETE ASSOCIATED WITH CURB CUT RAMPS SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM.

ACCORDANCE WITH CURRENT CITY STANDARDS.

8. ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT ARE NOT REMOVED OR RELOCATED SHALL BE REPLACED IN

NOTED PRIOR TO FINAL ACCEPTANCE.

"CLOSED LOOP" MONITORING, PER THE CITY SIGNAL ENGINEER. NETWORK ABILITIES DEMONSTRATION IS REQUIRED AT CENTRAL SITES,

7. THE INSTALLATION SHALL BE CAPABLE OF MONITORING OVER ETHERNET NETWORKS FROM EXISTING CENTRAL COMPUTERS OR VIA

PROCEDURES OUTLINED IN THE SPECIFICATION.

6. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW

5. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE CITY OF JOHNS CREEK TRAFFIC ENGINEER PRIOR TO FINAL ACCEPTANCE.

PLACEMENT OF THE SIGNAL HEADS MUST BE RETAINED AS SHOWN ON THE PLANS.

TO AVOID UNDERGROUND AND OVERHEAD UTILITIES. MINIMUM CLEARANCES FROM EDGE OF PAVEMENT AND UTILITIES SHALL BE MAINTAINED.

MINOR SHIFTS (UP TO A MAXIMUM OF 5 FEET) IN LOCATION OF NEW SIGNAL POLES, AT THE DISCRETION OF THE ENGINEER, ARE ACCEPTABLE

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND AND OVERHEAD UTILITIES IN VICINITY OF NEW TRAFFIC SIGNAL POLES BEFORE INSTALLATION.

CONTROL CABINET.

3. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS. DETECTORS SHALL HAVE SEPARATE LEAD-INS TO THE

OF SIGNAL HEADS TO TOP OF ROAD SURFACE AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY BETWEEN CENTERS OF SIGNAL FACES.

2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET BUT NO MORE THAN 19 FEET CLEARANCE FROM BOTTOM

CONTROL DEVICES CURRENT EDITION, INCLUDING SUBSEQUENT PUBLISHED RULINGS.

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC

CONTROLLER CABINET

PEDESTAL POLE

24"CURB & GUTTER

EDGE OF ASPHALT

24"CURB & GUTTER

24"CURB & GUTTER

CONCRETE SIDEWALK

CONCRETE SIDEWALK

~CONCRETE~

A S

P H

A L T

D R

IV

E

A S

P H

A L T

D R

IV

E

CONCRETE SIDEWALK

27-0002

SIGNAL HEAD

PEDESTRIAN

SIGNAL LEGEND

BRUMBELOW RD (35 MPH)

BRUMBELOW RD (35 MPH)

C O

U N T

Y

P

A R

K

M P

H

P R I

V A T E

D R I

V E

W A

Y

M O

U N T

P I S

G A

H

C

R I S T I

A N

S

C H

O O L

DARK

WALK

DON’T

YELLOW

FLASHING

RED

STEADY

WALK

FLASHING RED

ALTERNATING

DON’T WALK

FLASHING

WALK

DON’T

YELLOW

STEADY

DARK

WALK

DON’T

WALK

DON’T

12"

12"

18"

P4

CROSSWALK

STOP

ON RED

(24"X30") R10-23

(36"X36") W11-2

(24"X12") W16-7P (L)

(24"X36") R10-6 (L)

STOP

RED

HERE ON

(24"X12") W16-9P

(90"X24") R1-9A

STOP FOR PEDESTRIANS

STATE LAW

INSTALL CONDUITS, NM, TP 3, 2-2" (140 LF) IN 5" DIRECTIONAL BORE (70 LF)

INSTALL R10-6L

INSTALL 3-SECTION SIGNAL HEAD (TYP.)

INSTALL R1-9A

PEDESTRIAN SIGNS

SIGNAL DISPLAY SEQUENCE

INSTALL R1-9A

- W16-9P

- W11-2

INSTALL:

- W16-9P

- W11-2

INSTALL:

9" X 15" R10-3e(L)

9" X 15" R10-3e(R)

INSTALL R10-23

INSTALL TP B ADA RAMP AND DETECTABLE WARNING SURFACE

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

OMIT

OMIT OMIT

OMIT

W

W

OMITOMIT

PHASING DIAGRAM

2A 2B 2C

4C4B4A

REGULATORY SIGNS

AHEAD

WARNING SIGNS

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

DON’T CROSS

TIMER

TIME REMAINING08

VEHICLES

WATCH FOR

TO FINISH CROSSING

TO CROSS

PUSH BUTTON

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

DON’T CROSS

TIMER

TIME REMAINING08

VEHICLES

WATCH FOR

TO FINISH CROSSING

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

TIMER

TIME REMAINING08

VEHICLES

WATCH FOR

TO FINISH CROSSING

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

DON’T CROSS

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

TIMER

TIME REMAINING08

VEHICLES

WATCH FOR

TO FINISH CROSSING

EXISTING POWER POLE AND ROUTE TO CABINET

CONTRACTOR TO OBTAIN POWER SERVICE FROM

- R10-6L

INSTALL:

INSTALL R10-23

- TP 2 PULL BOX

PEDESTRIAN SIGNAL HEAD, PUSH BUTTON STATION, AND SIGN

- 10’ PEDESTRIAN PEDESTAL POLE WITH P4 LED COUNTDOWN

INSTALL:

- W16-7P(L)

- W11-2

INSTALL:

STRIPING (11 LF)

SOLID WHITE

BAR WITH 24"

INSTALL STOP

EXIST. R/W

EXIST. R/W

EXIST. R/W

EX

IS

T.

R /W

SOLID WHITE STRIPING (180 LF)

INSTALL CROSSWALK WITH 8"

EXISTING R1-1

EXISTING R1-1

R2-1

SPEED

LIMIT

WITHIN PROPOSED CROSSWALK

AND PAVEMENT MARKINGS

REMOVE EXISTING STRIPING

R1-1

STOP

- W16-7P (L)

- W11-2

INSTALL:

EXISTING R8-3

EXISTING R8-3

R8-3

EXISTING R8-3

EXISTING R8-3

EXISTING R8-3

STRIPING (23 LF)

WITH 24" SOLID WHITE

INSTALL STOP BAR

T-SHAPED SIGNAL HEAD

PROPOSED 3-SECTION

RELOCATED EXISTING R8-3

MESSAGE SIGN ASSEMBLY

R2-1 AND CHANGEABLE

RELOCATED EXISTING

"ONLY" WHITE STRIPING

REMOVE TP 1 WORD

"ONLY" WHITE STRIPING

INSTALL TP 1 WORD

RELOCATED EXISTING R8-3

ONLY

RETRO-REFLECTIVE TAPE ON BACKPLATES

LED INCANDESCENT LOOK SIGNAL HEADS WITH TP IX

- R8-3

EXISTING (TO BE RELOCATED):

- 4G CELLULAR MODEM

DISCONNECT UNIT

- POWER METER AND

AND SIGN

PUSH BUTTON STATION,

PEDESTRIAN SIGNAL HEAD,

- P4 LED COUNTDOWN

- TP 4 PULL BOX

2070LX CONTROLLER

CABINET EQUIPPED WITH

- 336S POLE-MOUNTED

IV, WITH 60’ MAST ARM

- STEEL STRAIN POLE, TP

INSTALL:

WARNING SURFACE

RAMP AND DETECTABLE

INSTALL TP B ADA

SIGN ASSEMBLY

- R2-1 AND CHANGEABLE MESSAGE

EXISTING (TO BE RELOCATED): - R8-3

EXISTING (TO BE RELOCATED):

ONL

Y

REVISION DATES

11/16/2022 daniel.shin

GPLOT-V8

gplotborder-V8i-PO.tbl

27-0002.dgn4:48:36 PM

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

SCALE IN FEET

300 60 120

Alpharetta, Georgia 30009

Suite 600, 11720 Amber Park Dr

Engineering, Planning, and Environmental Consultants

P.I. No.

SIGNAL PLANS

BRUMBELOW ROAD AT COUNTY PARK

PROPOSED SIGNAL PLAN

P4

P4

SIGNAL PLANS

27-0003

REVISION DATES

11/16/2022 daniel.shin

GPLOT-V8

gplotborder-V8i-PO.tbl

27-0003.dgn

Design File and Plot Substitution information

4:37:49 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

3 4 5 6 7 8 9 10 11 13 14

C1 PIN

FUNCTION

FIELD TERM

56 39

FLASH

N/C

C1 PIN

FUNCTION

FIELD TERM N/C

1 2 12

TYPE

CARD

TBA TBA DC DC DC

DC ISO

68 81

43 70 82

STOP TIME

SLOT

DC ISODC ISO

Ph 1 Ph 2 Ph 2 PED Ph 6 PED

Ph 2

TB5 11,12

Ph 8 PED

CHANNEL

CHANNEL

LN. ASSIGN.

DET. NUMBER

DET. NUMBER

LN. ASSIGN.

1 3

Alpharetta, Georgia 30009

Suite 600, 11720 Amber Park Dr

Engineering, Planning, and Environmental Consultants

LIST OF MATERIALS:

PAY ITEMS:

Ph 4 PED

Phase 4

336S CABINET INPUT FILES ASSIGNMENT

Ph 3

DC

DC ISO

58 41 55 40 57 42 51 71 72 67

Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 SE 1 EVA EVB

TB7 1,2 TB7 5,6 TB7 9,10 TB8 1,2 TB8 5,6 TB8 9,10 TB9 1,2 TB9 5,6 TB5 1,2 TB5 5,6 TB5 9,10 TB4 1,2 TB4 5,6

9 11 19 21 29 31

47 49 45 48 44 50 46 52 73 74 69

Ph 2 Call Ph 4 Call Ph 4 Ph 6 Call Ph 6 Ph 8 Call Ph 8 R/R EVC EVD

TB7 3,4 TB7 7,8 TB7 11,12 TB8 3,4 TB8 7,8 TB8 11,12 TB9 3,4 TB9 7,8 TB5 3,4 TB5 7,8 TB4 3,4 TB4 7,8

7 15 12 25 22 35 32

BRUMBELOW ROAD AT COUNTY PARK

QUANTITIES

CONTRACTOR SHALL FIELD VERIFY PRIOR TO ORDERING MATERIALS

QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY

CITY OF JOHNS CREEK

LOCATION: BRUMBELOW ROAD NORTH OF COUNTY PARK

LIST OF MATERIALS FOR TRAFFIC SIGNAL INSTALLATION