218554A - Marshall Modernization Temp Signals Plan Set Pages 1-23.pdf

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

NO SCALE

Michigan Department of Transportation

SECT

DESCRIPTIONAUTH

DATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

FILE:

MARSHALL

NEUBAUER

TITLE

R O

A D

M

IL

E

C-DRIVE N

M-96 MICHIGAN AVE

R O

A D

M

A D

M

C-DRIVE N

M-96 MICHIGAN AVE

R O

A D

M

20 21

MARSHALL

BEAR

LAKE

VERONA RD.

W E

S T

D

CINCAR CONSULTING GROUP

07/24/23

218554A

13062

219126A 1M-96 TITLE.dgn

TITLE

M-96 (MICHIGAN AVE) M-96

INTERSTATE

INTERSTATE

BUSINESSBUSINESS

SPURSPUR

COUNTY

CALHOUN

COUNTY KEY

CALHOUN COUNTY

MARSHALL TOWNSHIP, CITY OF MARSHALL

ROUTE: M-96/MICHIGAN AVE

1 218554A

JOB NO. SECTION FED AID PROJ

NO

MICHIGAN DEPARTMENT OF TRANSPORTATION

YEAR DESIGN POSTED

2023 8% M-96

ROAD

SPEED DATA TRAFFIC DATA

60 55 M-96/MICHIGAN AVE

LIMITS

11,163

PHYSICAL ROAD NUMBER (PR#) & MILEPOST (MP) DATA ARE FROM MICHIGAN GEOGRAPHIC FRAMEWORK VERSION #

MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION.

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE

ADT COMM

22.

MILES: 0.0

DEPARTMENT OF TRANSPORTATION

MICHIGAN

BRADLEY C. WIEFERICH, P.E. - DIRECTOR

N

CONSTRUCTION ACCESS

TEMPORARY SIGNAL DESIGN FOR TEMPORARY

CONTRACT FOR:

13062

CONTROL SEC

2 219126A NO 13062

SPOT NO: 13062-01-XXXX

INTERSECTION - M-96 (MICHIGAN AVE) & TEMPORARY SITE DR

SPOT NO: 13062-01-XXXX

INTERSECTION - M-96 (MICHIGAN AVE) & C DRIVE N

SPOT NO: 13062-01-XXXX

INTERSECTION - M-96 (MICHIGAN AVE) & I-69 SB RAMP

SPOT NO: 13062-01-XXXX

INTERSECTION - M-96 (MICHIGAN AVE) & I-69 NB RAMP

FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )

DATE: 07/24/23 CS: 13062 PROJECT INFORMATION SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: NEUBAUER JN: 218554A

M-96 (MICHIGAN AVE)

PROJ

SECT 1

2 FILE: M-96_Project_Info.doc TSC: MARSHALL 219126A

PUBLIC UTILITIES

The existing utilities listed below and shown on these plans represent the best information available as obtained on our surveys. This information does not relieve the contractor of the responsibility to be satisfied as to it's accuracy and the location of existing utilities.

Name Of Owner Type Of Utility

Consumers Energy Electric Attention: Jacob Chalut 311 E Michigan Ave, Battle Creek, Michigan 49014 Phone: (517) 580-2049 Email: Jacob.chalut@cmsenergy.com

City of Marshall Electric Attention: Kevin Maynard 900 S. Marshall Ave, Marshall, Michigan 49068 Phone: (269) 558-0329 Email: kmaynard@cityofmarshall.com

City of Marshall Water Attention: Marguerite Davenport 900 S. Marshall Ave, Marshall, Michigan 49068 Phone: (269) 558-0323 Email: mdavenport@cityofmarshall.com

AT&T Telephone Attention: Carrie Demott 2919 Millcork, Kalamazoo, Michigan 49001 Phone: (269) 384-4472 Email: cd3249@att.com

Charter Communications Internet/Cable Attention: Jeff Lake 654 E. Chicago Rd, Coldwater, Michigan 49036 Phone: (517) 924-0099 Email: jeff.lake@charter.com

Midwest Communication Services, Inc. Cable Attention: Larry Powell 7255 Tower Road, Battle Creek, Michigan 49014 Phone: (269) 963-7173 Email: larrymcs@voyager.net

Consumers Energy Gas Attention: Kyle Oak 2500 East Cork Street, Kalamazoo, Michigan 49001 Phone: (269) 337-2366

(269) 249-7175 Email: kyle.oak@cmsenergy.com

NOTES APPLYING TO STANDARD PLANS

Where the following items are called for on plans, they are to be constructed according to the standard plan given below opposite each item unless otherwise indicated.

Title Plan No.

PAVEMENT MARKINGS

PAVEMENT ARROW AND MESSAGE DETAILS PAVE-900-G

PAVEMENT MARKING RECESSING DETAILS PAVE-901-A

TEMPORARY LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-904-A *

LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-905-E

LEFT TURN LANE MARKINGS PAVE-935-E

RIGHT TURN LANE AND ISLAND PAVEMENT MARKINGS PAVE-940-D

INTERSECTION, STOP BAR, AND CROSSWALK MARKINGS PAVE-945-D

STATEWIDE TRAFFIC SIGNALS

SPAN WIRE TS ON STEEL AND WOOD POLES SIG-010-A *

WOOD POLE GUYS AND SETTING DEPTH SIG-050-A *

CONTROLLER CABINET MOUNTED ON STEEL OR WOOD POLES SIG-100-A *

POLE MOUNTED TS CONTROLLER CABINET SIG-111-A *

UNDERGROUND SERVICE/DISCONNECT WOOD POST SIG-211-A *

COLOR CODE WIRING/EQUIPMENT GROUNDING SIG-230-A *

LIGHTNING PROTECTION DETAIL SIG-231-A *

SPAN WIRE MOUNTED TS BRACKET ASSEMBLY SIG-300-A *

SPAN WIRE TETHER DETAILS SIG-305-A *

TRAFFIC SIGNAL BACKPLATES SIG-304-A *

POLE MOUNTED SIGNAL DISPLAYS SIG-340-A *

POLE MOUNTING DETAILS FOR SIGNALS SIG-341-A *

WIRELESS VEHICLE DETECTION SYSTEM SIG-420-A *

SIGNING

STANDARD SIGN INSTALLATIONS SIGN-100-G

SIGN LOCATION CODES PLACEMENT SIGN-115-D

ROADSIDE SIGN LOCATIONS & SUPPORT SPACING SIGN-120-E

SIGN SUPPORT SELECTION CHARTS SIGN-150-D

STEEL POSTS SIGN-200-E

* Denotes Special Detail

SHEET INDEX

Section 1 - Road Plans

Title 1

Project Information 2

Note 3

Miscellaneous Quantities Sheet 4

Legend 5

Permanent Signing / Pavement Marking 6 – 7

Signal 8 – 15

Special Details 16 – 46

DATE: 07/24/2023 CS: 13062 NOTE SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: NEUBAUER JN: 218554 M-96 (MICHIGAN AVE)

NOTE

SECT 1

3 FILE: M-96_Note.doc TSC: MARSHALL 219126

GENERAL NOTES

UTILITIES

MISS DIG/UNDERGROUND UTILITY NOTIFICATION

Contact MISS DIG System, Inc. for the protection of underground utilities and in conformance with MCL 460.721 et seq, by phone at 811 or 800- 482-7171 or via the web at either elocate.missdig.org for single address or rte.missdig.org, a minimum of 3 working days prior to excavating, excluding weekends and holidays.

ROW / REAL ESTATE

PROPERTY OWNERS

The names of property owners shown on the plans are for information only, and their accuracy is not guaranteed.

LAWN SPRINKLER SYSTEMS AND LANDSCAPING

Notify owners of existing lawn sprinkler systems and/or landscaping (in writing with a copy sent to the Engineer) two weeks in advance of any work to be done that will affect those systems and/or landscaping. If the property owner fails to relocate the lawn sprinkler system prior to the Contractor beginning work, and if the Contractor cuts the system during the construction, cap the system pipe and witness the location of the cap with a wooden stake for the property owner’s use. Place the salvaged sprinkler heads on the property owner’s property. If the property owner fails to relocate the landscaping prior to the Contractor beginning work, carefully salvage the landscaping items and stockpile them on the property owner’s property for the property owner. This work is included in other items of the project. Any other modification to the lawn sprinkler systems and/or landscaping, is the responsibility of the owner and is not part of this contract.

SIGNS

EXISTING SIGN RELOCATION

Salvage and reset any permanent signs requiring relocation due to Contractor operations at locations designated by the Engineer. Replace signs and posts damaged during the removal and storage operations with new signs and posts. The cost of this work is the Contractor’s responsibility.

Contact Mike Kovalchick, (888) 645-6467 from Michigan Logos, at least two weeks prior to construction to remove / relocate Michigan Logo or tourist oriented directional signs.

PLAN SCALE

The final plans submitted with the proposal are not to scale. Fabricate proposed signs and structures shown on plan sheets in accordance with Typical Plans, Standards, and/or Details at locations described.

SIGN LAYOUT

Use the current English edition of "Standard Highway Signs" manual or details in plans for proposed sign layouts. Use the "SignCAD" software to determine the legend length.

SIGN INSTALLATION

Place nylon washers between the steel washer and the sign face sheeting.

The nylon washers are to be considered part of the attaching devices and hardware. Use nylon washers with have a 3/8-inch inner diameter, a 7/8-inch outer diameter and a 1/16-inch thickness.

REMOVAL & SALVAGE

Maintain existing overhead signs until the new signs are installed.

Carefully remove, haul and stockpile the Type I Signs (aluminum extruded sections), cantilevers, trusses, bridge connections, steel breakaway columns and all attaching or fastening devices for these items that are the property of MDOT at: MDOT Operations Field Services Division Statewide Sign Shop, 6333 Lansing Rd, Lansing, Michigan 48917.

Include the costs for temporary stock piling (on site), loading, unloading and hauling of these items in the Pay Item Transporting Salv MDOT Materials.

Remove and return to MDOT, the Adopt-A-Highway bottom panel signs called for removal in the project to MDOT at no additional charge to the department. Do not return to MDOT, the Adopt-A-Highway top panel signs called for removal in the project.

GUARDRAIL REMOVAL

Remove guardrail after all signs, supports and foundations behind the guardrail have been removed, unless otherwise approved by the Engineer.

SIGNALS

MAINTAINING AGENCY CONTACT INFORMATION

• MDOT - Statewide Signal Shop: (517-242-1486)

NOTIFICATIONS TO MAINTAINING AGENCIES

Contact MDOT (and any other maintaining agency) seven working days prior to start of construction and seven working days prior to signal activation.

WOOD POLE INSTALLATION

Install wood poles so as not to interfere with traffic or future construction stages.

CONTINUOUS TRAFFIC SIGNAL OPERATION

Place proposed traffic signal into operation at time of removal of existing traffic signal facilities. Contact MDOT (and any other maintaining agency) if unable to maintain the traffic signal in an operable condition at all times.

UNDERGROUND UTILITY SEPARATION

Maintain a minimum clearance of 3'-6" horizontal & 1'-0" vertical between proposed facilities & existing underground water facilities.

SIGNAL EQUIPMENT DISPOSAL

Disposal of all traffic signal equipment is included in the removal pay items and includes the following:

• Notification to MDOT (and any other maintaining agency) that traffic signal equipment is being removed.

• Temporary storage of equipment in a dumpster on site (or as directed by the Engineer) allowing MDOT (and any other maintaining agency) 48 hours to salvage any equipment.

• Proper disposal of any equipment containing environmentally sensitive materials (mercury relay switches for example).

• Disabling or destruction of all remaining equipment to the satisfaction of the engineer such that it cannot be reused or resold.

• Proper disposal of all remaining equipment.

PLAN DEVIATIONS DURING CONSTRUCTION

Obtain approval from the MDOT Traffic Signals Unit in Lansing, MI; (517- 881-0187) prior to changing the plan location of supporting structures, signal head placement or traffic signal equipment.

POLE BAND CLAMP ACCEPTANCE

The current basis of acceptance for this material is now part of the QPL (Qualified Products List). This can be found in the Materials Acceptance Requirements table, published in the MQAP, and repeated for convenience in the Materials Service Guide.

SIGNAL HEAD LANDING POINT

Ensure each traffic signal head assembly has its own landing point with all neutrals connected together with a metal type jumper.

DATE: 07/24/2023 CS: 13062 MISCELLANEOUS QUANTITIES SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: NEUBAUER JN: 218554A M-96 (MICHIGAN AVE)

NOTE

SECT 1

4 FILE: M-96_ Miscellaneous Quantities.doc TSC: MARSHALL 219126A

MISCELLANEOUS QUANTITIES

The following items of work shall be done as they throughout the project.

These items are not detailed or included on the plan and profile sheets.

PROJECT WIDE

1 LSUM Mobilization, Max.$___ 40 FT Exploratory Investigation, Vertical 5 Cyd Excavation, Earth 5 Cyd Non Haz Contaminated Material Handling and Disposal, LM 4 Ea Erosion Control, Inlet Protection, Fabric Drop

MAINTAINING TRAFFIC

1 LSUM Minor Traf Devices 50 Ea Plastic Drum, Fluorescent, Furn 50 Ea Plastic Drum, Fluorescent, Oper 571 Ea Sign, Type B, Temp, Prismatic, Furn 571 Ea Sign, Type B, Temp, Prismatic, Oper

TSC:

DATE:

MIAve_Legends.dgn

218554A M-96

LEGEND

CINCAR CONSULTING GROUP MARSHALL

13062 LEGEND SHEET

M-96 (MICHIGAN AVE)NEUBAUER

07/24/23

RP

CV

D Z

R

E

I

I

I

E

TS

TS

TS

TS

TS

219126A

Hh

Mh

T

T

T-

T-

R&S

S

S

F

E

COILED WIRE

GROUND

METER

SERVICE DISCONNECT

GUY ANCHOR

FUSE

FUSE SWITCH

CIRCUIT BREAKER

SWITCH

CABLE

OUTLET BOX

OUTLET SINGLE

OUTLET TELEPHONE

POLE UTILITY

CONTROL EMERGENCY PREEMPTION OPTICOM

CONTROLLER CABINET - POLE MOUNTED

TRANSFORMER - POLE MOUNTED

VEHICLE DETECTION CAMERA

POLE STRAIN

SIGNAL HEAD PEDESTRIAN 1-WAY

SIGNAL HEAD PEDESTRIAN 2-WAY

SIGNAL HEAD VEHICLE 1-WAY

SIGNAL HEAD VEHICLE 2-WAY

SIGNAL HEAD VEHICLE 3-WAY

SIGNAL HEAD VEHICLE 4-WAY

SIGNAL HEAD VEHICLE BAGGED

SIGNAL HEAD VEHICLE PROGRAMMABLE

SERVICE METER

WIRELESS VEHICLE DETECTION SENSOR

WIRELESS VEHICLE DETECTION RADIO REPEATER

WIRELESS VEHICLE DETECTION RADIO RECEIVER

PEDESTRIAN PUSHBUTTON

PEDESTRIAN PEDESTAL

CASE SIGN (1-WAY OR 2-WAY)

CASE SIGN (4-WAY)

ANTENNA

TRANSFORMER - PAD MOUNTED

MANHOLE

LIGHT STANDARD DOUBLE ARM

LIGHT STANDARD SINGLE ARM

CABLE OVERHEAD

CABLE OVERHEAD - TO BE REMOVED

CABLE - TO BE REMOVED

TOWER LIGHTING UNIT

GLOBAL POSITIONING SYSTEM MODULE

VEHICLE DETECTION CAMERA - HEMISPHERICAL

DILEMMA ZONE DETECTION

CONTROLLER CABINET - PAD MOUNTED

VEHICLE DETECTION LOOP

VEHICLE DETECTION - RADAR

ILLUMINATED CASE SIGN

SIGNAL HEAD

ITS CABINET

HANDHOLE, ROUND, 3 FOOT DIAMETER

HANDHOLE, TYPE D

SURVEILLANCE SYSTEM

MICROWAVE VEHICLE DETECTION SYSTEM

DYNAMIC MESSAGE SIGN

SPUN CONCRETE POLE

ZONE COVERAGE

MICROWAVE VEHICLE DETECTION SYSTEM

COMMUNICATIONS CABLE IN CONDUIT

HANDHOLE

HANDHOLE, ROUND, COMMUNICATIONS

HANDHOLE, ROUND, ELECTRIC

ITS / SIGNALS

ROAD SIGN W/ FLASHING SIGN OPTICAL (1-WAY)

SERVICE DISCONNECT

TO BE REMOVED

COMMUNICATIONS CABLE IN CONDUIT -

POLE MAST ARM (LENGTH VARIES)

LIGHTING

WIRELESS LINK

ARCHITECTURALELECTRICAL

DEDICATED SHORT RANGE COMMUNICATIONS

CABLING / WIRING DIAGRAM

SWITCH THREE WAY

LIGHT RECESSED FIXTURE

WALL BRACKET FIXTURE

EXIT SIGN WITH EMERGENCY LIGHT

MOTOR

POLE UTILITY - EXISTING

LIGHT STANDARD SINGLE ARM - EXISTING

LIGHT STANDARD DOUBLE ARM - EXISTING

DYNAMIC MESSAGE SIGN - EXISTING

ITS CABINET - EXISTING

SYSTEM - EXISTING

MICROWAVE VEHICLE DETECTION

ZONE COVERAGE - EXISTING

MICROWAVE VEHICLE DETECTION SYSTEM

SURVEILLANCE SYSTEM - EXISTING

WIRELESS LINK - EXISTING

POLE MAST ARM (LENGTH VARIES) - EXISTING

WIRELESS VEHICLE DETECTION SENSOR - EXISTING

SPUN CONCRETE POLE - EXISTING

TOWER LIGHTING UNIT - EXISTING

UNDERBRIDGE - EXISTING

LUMINAIRE WALL MOUNTED

LUMINAIRE WALL MOUNTED UNDERBRIDGE

CONTROL PANEL - EXISTING

CONTROL PANEL

LIGHT STANDARD POST TOP

LIGHT STANDARD POST TOP - EXISTING

TO BE REMOVED & SALVAGED

LIGHT STANDARD EXISTING -

LIGHT POLE - TEMPORARY

CABLE IN CONDUIT

CABLE IN CONDUIT - TO BE REMOVED

CABLE IN CONDUIT - DIRECTIONAL BORE

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

SIGNAL HEAD PEDESTRIAN - EXISTING

ENVIRONMENTAL SENSOR STATION SITE

SIGNAL HANDHOLE - 4 FOOT SQUARE

SIGNAL HANDHOLE - POLYMER CONCRETE

SIGNAL HANDHOLE - 3 FOOT ROUND

SIGNAL HANDHOLE - 2 FOOT ROUND

SIGNAL HANDHOLE - 2 FOOT SQUARE

SIGNAL HEAD VEHICLE 1-WAY - EXISTING

SIGNAL HEAD VEHICLE 2-WAY - EXISTING

SIGNAL HEAD VEHICLE 3-WAY - EXISTING

SIGNAL HEAD VEHICLE 4-WAY - EXISTING

FIBER OPTIC SPLICE CABINET

TSC:

DATE:

0 200

HORZ. (FT)

218554_1306201_TEMP001 (Pavt. Plan).dgn

219126A M-96

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 PAVEMENT MARKING REMOVAL PLAN

M-96 (MICHIGAN AVE) & C DRIVE NNEUBAUER

07/24/23

N

NO. ITEM QUANTITIES

LIST OF MATERIALS

M -9

(M

IC

H

IG

A

N A

V E

C D

R

IV

E N

M -9

(M

IC

H

IG

A N A

V E

ON R

AMPI-69

SB

OFF

RAMPI-69

SB

ON R

AMPI-69

NB

OFF

RAMPI-69

NB

SOUTH

15 MILE RD

422 Ft Pavt Mrkg, Longit, 6 inch or Less Width, Rem

PAVT MARKG, LONGIT, EXT

PAVT MARKG, LONGIT, EXT

6 INCH OR LESS WIDTH, REM

PAVT MARKG, LONGIT,

6 INCH OR LESS WIDTH, REM

PAVT MARKG, LONGIT,

6 INCH OR LESS WIDTH, REM

PAVT MARKG, LONGIT,

PAVT MARKG, LONGIT, EXT

PAVT MARKG, LONGIT, EXT

PAVT MARKG, LONGIT, EXT

PAVT MARKG, LONGIT, EXT

TSC:

DATE:

0 200

218554_1306201_TEMP002 (Pavt. Plan).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 TEMPORARY PAVEMENT MARKING/SIGNING PLAN

M-96 (MICHIGAN AVE) & C DRIVE NNEUBAUER

07/24/23

TURN

RIGHT

ONLY

LEFT

MUST

LANE

LEFTTURN

Y YL LN NO O

30 FT 2-POST, STEEL, 3 LB

9 SFT SIGN, TYPE IIIB

W4-2L (36")

14 FT 1-POST, STEEL, 3 LB

5 SFT SIGN, TYPE IIIB

R3-31R (24" X 30")

30 FT 2-POST, STEEL, 3 LB

9 SFT SIGN, TYPE IIIB

R3-7L (36")

28 FT 2-POST, STEEL, 3 LB

7.5 SFT SIGN, TYPE IIIB

R3-8c (36" X 30")

NNO. ITEM QUANTITIES

LIST OF MATERIALS

55 Ft Pavt Mrkg, Polyurea, 12 inch, Cross Hatching, Yellow

M -9

(M

IC

H

IG

A

N A

V E

C D

R

IV

E N

M -9

(M

IC

H

IG

A N A

V E

6 INCH, YELLOW (SOLID EDGE LINE)

PAVT MRKG, WET REFLECTIVE POLYUREA,

24 INCH, STOP BAR

PAVT MRKG, POLYUREA,

24 INCH, STOP BAR

PAVT MRKG, POLYUREA,

24 INCH, STOP BAR

PAVT MRKG, POLYUREA,

24 INCH, STOP BAR

PAVT MRKG, POLYUREA,

HATCHING WHITE (SOLID LINE)

PAVT MRKG, POLYUREA, 12 INCH, CROSS

835 Ft Pavt Mrkg, Wet Reflective Polyurea, 6 inch, Yellow

320 Ft Pavt Mrkg, Polyurea, 24 inch, Stop Bar

ON R

AMPI-69

SB

OFF

RAMPI-69

SB

ON R

AMPI-69

NB

OFF

RAMPI-69

NB

SOUTH

15 MILE RD

6 INCH, WHITE (DOTTED LANE LINE)

PAVT MRKG, WET REFLECTIVE POLYUREA,

635 Ft Pavt Mrkg, Wet Reflective Polyurea, 6 inch, White

2 Ea Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arrow Sym

LT TURN ARROW SYM

PAVT MRKG, OVYL COLD PLASTIC,

30.5 SftSign, Type IIIB

102 Ft Post, Steel, 3 lb

6 INCH, WHITE (SOLID EDGE LINE)

PAVT MRKG, WET REFLECTIVE POLYUREA,

4 INCH, WHITE (SOLID EDGE LINE)

PAVT MRKG, WET REFLECTIVE POLYUREA,

THRU AND RT TURN ARROW SYM

PAVT MRKG, OVYL COLD PLASTIC,

6 INCH, WHITE (SOLID EDGE LINE)

PAVT MRKG, WET REFLECTIVE POLYUREA,

24 INCH, STOP BAR

PAVT MRKG, POLYUREA,

HATCHING YELLOW (SOLID LINE)

12 INCH, CROSS

PAVT MRKG, POLYUREA,

RT TURN ARROW SYM

PAVT MRKG, OVYL COLD PLASTIC,

235 Ft Pavt Mrkg, Polyurea, 12 inch, Cross Hatching, White

125 Ft Pavt Mrkg, Wet Reflective Polyurea, 4 inch, White

2 Ea Pavt Mrkg, Ovly Cold Plastic, Thru and Rt Turn Arrow Sym

1 Ea Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arrow Sym

PAVT MRKG, LONGIT, EXT

PAVT MRKG, LONGIT, EXT

CS:

JN:

TSC:

DATE:

STEADY WATTS:

PLAN:

0 30

OPENINGS:

CYCLIC WATTS:

13062-01-XXX

SIGNALS

Michigan Department of Transportation

218554_1306201_TEMP001 (Plan).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & I-69 NB RAMPNEUBAUER

07/24/23

PHASING DIAGRAMS

NOT TO SCALE

Φ 1 Φ 2 Φ 3

N

I-69 NB OFF RAMP LIMIT

SPEED

LIMIT

SPEED

E B M -9

(M

IC

H

IG

A N A

V E

LIMIT

SPEED

E B M -9

(M

IC

H

IG

A N A

V E

I-69 NB ON RAMP LIMIT

SPEED

W B M -9

M

IC

H

IG

A N A

V E

LIMIT

SPEED

W B M -9

M

IC

H

IG

A N A

V E

LIMIT

SPEED

14'12'

19'

T.S. #5 T.S. #4 T.S. #2 T.S. #1

C.S. #4 T.S. #3

KWAPSIZEWSKI

6. SEE PAGE 9 FOR WIRING DIAGRAM AND SPAN CALCULATIONS.

5. BOTTOM TETHER SHALL BE USED WITH SPAN WIRE.

POLES. ANY POLE RELOCATION FROM THE PLANS SHOULD BE COORDINATED WITH CONSTRUCTION ENGINEER.

4. SURVEY WAS NOT OBTAINED FOR THIS PLANSET. CONTRACTOR SHOULD UTILIZE MISSDIG AND CAUTION WHILE PLACING

AT (929) 293-1204. COST TO CONTRACTOR WILL BE INCIDENTAL.

3. FOR ELECTRICAL SERVICE INSPECTION CONTACT THE MICHIGAN DEPARTMENT OF LICENSING AND REGULATORY AFFAIRS

DETECTIONS PLACEMENT, SEVEN WORKING DAYS BEFORE INSTALLATION.

KWAPSIZEWSKI AT (512) 242-1486 FOR WIRELESS NODE2. CONTACT THE MDOT STATEWIDE SIGNAL INSPECTOR JIM

FOR ELECTRICAL SERVICE. CONTACT KEVIN MAYNARD AT (269) 558-0329. COST TO CONTRACTOR IS $.00.

1. COORDINATE POWER SERVICE WITH CITY OF MARSHALL AT LEAST SEVEN DAYS PRIOR TO START OF CONSTRUCTION

NOTES:

4 Ea 2 Span Wire

3 Ea 3 Wood Pole, Cl 4, 35 foot

8 Ea 1 Wireless Vehicle Sensor Node

1 Ea 4 Wireless Vehicle Detection System

8 Ea 5 TS, One Way Span Wire Mtd (LED)

1 Ea Serv Disconnect 7

NO. ITEM QUANTITIES

LIST OF MATERIAL

1 Ea 6 TS, One Way Span Wire Mtd, LTGA (LED)

R

Y

G

T.S. #8 T.S. #9 T.S. #7 T.S. #6

1 1 INSTALL (5) WIRELESS VEHICLE SENSOR NODE

SPAN #4

SPAN #1

2 SPAN #2

SPAN #3

INSTALL WOOD POLE, CI 4, 30 FOOT11

INSTALL SPP RADIO

INSTALL WOOD POLE, CI 4, 35 FOOT

7INSTALL SERV DISCONNECT

INSTALL CELLULAR MODEM, TS, 4TH G

INSTALL LIGHTNING PROTECTION, POLE

INSTALL MANAGED FIELD ETHERNET SWITCH, LAYER 2

INSTALL WIRELESS VEHICLE DETECTION SYSTEM

INSTALL CONTROLLER, NEMA, ATC TYPE

INSTALL M36-ITS POLE MOUNTED CABINET

INSTALL WOOD POLE, CI 4, 35 FOOT

T.S. #8

INSTALL

T.S. #9

INSTALL

T.S. #3

INSTALL

T.S. #2

INSTALL

5 T.S. #1

INSTALL

T.S. #5

INSTALL

T.S. #4

INSTALL

T.S. #6

INSTALL

T.S. #7

INSTALL

CRITICAL UTILITY

CAUTION -

INSTALL (3) WIRELESS VEHICLE SENSOR NODE

INSTALL WOOD POLE, CI 4, 30 FOOT 11

1 1

N N N

1 Ea Cabinet, NEMA Type 8

1 Ea Controller, NEMA, ATC Type 9

1 11

C.S. #1

INSTALL

C.S. #2

INSTALL

C.S. #3

INSTALL

ONE

WAY

R

Y

G

LEFT 1-WAY CASE SIGN

WEST

FACING

EAST

FACING

1-WAY CASE SIGN

EAST

FACING

WEST

FACING

C.S. #1 C.S. #2

ONE

WAY

1-WAY CASE SIGN

SOUTH

FACING

NORTH

FACING

C.S. #3

INSTALL WOOD POLE, CI 4, 35 FOOT 3

40'

9'

8'

8'

33'

17'12'

39'

29'

8'

8'

29'

30' 8' 8' 18'

3 Ea Case Sign (LED), One Way, 24 inch by 30 inch 10 10

2 Ea Wood Pole, Cl 4, 30 foot 11

9 Ea Backplate, TS 12

12 12

WOOD POLE

WOOD POLE

NORTHING EASTING

WOOD POLE

WOOD POLE

WOOD POLE

ITEMS QUADRANT

281341.0

281427.0

281418.0

281490.0

281505.0

SE

NE

NW

NW

NE

12955111.0

12955065.0

12954998.0

12954983.0

12955045.0

4 Ea Span Wire Tether 13

OUTSIDE OF THIS AREA

ROW BOUNDARIES

OUTSIDE OF THIS AREA

ROW BOUNDARIES

1 Ea Case Sign (LED), One Way, 12 inch by 27 inch 14

1 Ea Managed Field Ethernet Switch, Layer 2 15

1 Ea Lightning Protection, Pole 16

1 Ea Cellular Modem, TS, 4th G 17

INSTALL HH, POLYMER CONC

1 Ea Hh, Polymer Conc 18

C.S. #4

INSTALL 14

TSC:

DATE:

218554_1306201_TEMP001 (Wiring).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & I-69 NB RAMPNEUBAUER

07/24/23

CONTROLLER AND CABINET

POLE MOUNTED

WOOD POLE

INSTALL

T.S. #2

INSTALL

C.S. #1

INSTALL

WOOD POLE

INSTALL

SPP RADIO

INSTALL

WOOD POLE

INSTALL

T.S. #9

INSTALL

C.S. #3

INSTALL

T.S. #6

INSTALL

T.S. #7

INSTALL

T.S. #4

INSTALL

T.S. #5

INSTALL

T.S. #3

INSTALL

WOOD POLE

INSTALL

T.S. #1

INSTALL

T.S. #8

INSTALL

C.S. #2

INSTALL

C.S. #4

INSTALL

SERVICE DISCONNECT

INSTALL

N

SPAN #2

33'

12''

13''

18''

SPAN #18'

1W-CS

1W-3C

1W-3C

40'

9'

SPAN #1 POCH: 30'-00"

TENSION=1100

TENSION= 525

1W-3C, 1W-CS 18''

8'

SPAN #1 POCH: 30'-00"

SPAN #2 POCH: 27'-00"

1W-3C 1W-3C

18''10''

17' 12'

39'

29'

8'

8'

29'

13''

10''

17''

SPAN #3

TENSION= 750

SPAN #2 POCH: 27'-00"

SPAN #3 POCH: 28'-06"

1W-3C

1W-3C

1W-CS

SPAN #3 POCH: 27'-00"

SPAN #4 POCH: 29'-00"

TENSION= 700

13'' 10'' 17''

30'

1W-4C 1W-CS 1W-3C

8'8' 18'

SPAN #4 POCH: 28'-00"

SPAN #4

BOX SPAN CALCULATIONS

NOT TO SCALE

3. ADJUSTMENTS TO BE MADE AS DIRECTED BY THE ENGINEER.

2. STEM LENGTHS ARE SUGGESTED.

THE ROAD SURFACE.

MAINTAIN MIN. 18 FOOT UNDERCLEARANCE BETWEEN BOTTOM TETHER OF THE SPANS AND

1. POLE CONTACT HEIGHTS ARE BASED ON GLOBAL COORDINATES (NORTHING AND EASTING),

NOTES:

E B

M -9

(M

IC

H

IG

A

N A

V E

INSTALLATION CABLING DIAGRAM

NOT TO SCALE

E B

M -9

(M

IC

H

IG

A

N A

V E

W B M

-9

M

IC

H

IG

A N A

V E

W B M

-9

M

IC

H

IG

A N A

V E

I-69 NB ON RAMP

I-69 NB OFF RAMP

4. L.E.D. CASE SIGN CABLES ARE 7/C#16 PJ.

APPROVED EQUAL.

3. WIRELESS VEHICLE DETECTION RADIO CABLES ARE 600V CAT 5e OR

2. 1W-4C TRAFFIC SIGNAL CABLES ARE 7/C#16 PJ.

1. 1W-3C TRAFFIC SIGNAL CABLES ARE 5/C#16 PJ.

UNLESS SPECIFIED OTHERWISE

CABLES TO BE USED

CS:

JN:

TSC:

DATE:

13062-01-XXX

SIGNALS

Michigan Department of Transportation

218554_1306201_TEMP002 (Plan).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & I-69 SB RAMP

07/24/23

NEUBAUER

PHASING DIAGRAMS

NOT TO SCALE

Φ 1 Φ 2 Φ 3

N

LIMIT

SPEED

E B M -9

(M

IC

H

IG

A N A

V E

LIMIT

SPEED

E B M -9

(M

IC

H

IG

A N A

V E

W B M -9

M

IC

H

IG

A N A

V E

LIMIT

SPEED

W B M -9

M

IC

H

IG

A N A

V E

LIMIT

SPEED

I-69 SB ON RAMP LIMIT

SPEED

I-69 SB OFF RAMP LIMIT

SPEED

28'

15'14'

4 Ea 2 Span Wire

1 Ea 3 Wood Pole, Cl 4, 35 foot

8 Ea 1 Wireless Vehicle Sensor Node

1 Ea 4 Wireless Vehicle Detection System

8 Ea 5 TS, One Way Span Wire Mtd (LED)

1 Ea Serv Disconnect 7

NO. ITEM QUANTITIES

LIST OF MATERIAL

INSTALL SERV DISCONNECT

INSTALL CELLULAR MODEM, TS, 4TH G

INSTALL LIGHTNING PROTECTION, POLE

INSTALL MANAGED FIELD ETHERNET SWITCH, LAYER 2

INSTALL WIRELESS VEHICLE DETECTION SYSTEM

INSTALL CONTROLLER, NEMA, ATC TYPE

INSTALL M36-ITS POLE MOUNTED CABINET

INSTALL WOOD POLE, CI 4, 35 FOOT3

INSTALL (5) WIRELESS VEHICLE SENSOR NODE

1 1

SPAN #3

SPAN #2

SPAN #1

SPAN #4

INSTALL WOOD POLE, CI 4, 30 FOOT 13

INSTALL WOOD POLE, CI 4, 30 FOOT 13

INSTALL SPP RADIO

INSTALL WOOD POLE, CI 4, 30 FOOT

T.S. #4

INSTALL

T.S. #3

INSTALL

T.S. #2

INSTALL

T.S. #1

INSTALL

11 1 Ea 6 TS, One Way Span Wire Mtd, LTGA (LED)

T.S. #7

INSTALL

T.S. #8

INSTALL 5

T.S. #9

INSTALL 5

T.S. #5

INSTALL 5T.S. #6

INSTALL

N N N

1 Ea Cabinet, NEMA Type 8

1 Ea Controller, NEMA, ATC Type 9

1 1

C.S. #1

INSTALL

C.S. #2

INSTALL

C.S. #3

INSTALL

T.S. #5 T.S. #4 T.S. #3 T.S. #1

C.S. #4 T.S. #7

R

Y

G

T.S. #2 T.S. #9 T.S. #8 T.S. #6

ONE

WAY

R

Y

G

LEFT 1-WAY CASE SIGN

NORTH

FACING

SOUTH

FACING

C.S. #1

1-WAY CASE SIGN

WEST

FACING

EAST

FACING

C.S. #2

ONE

WAY

1-WAY CASE SIGN

EAST

FACING

EAST

FACING

C.S. #3

36'

CI 4, 30 FOOT

INSTALL WOOD POLE,

3 Ea Case Sign (LED), One Way, 24 inch by 30 inch 10

9' 8' 19'

29'

8'

8'

32'

23' 12'

21'

26'

8'

8'

11'

34'

9 Ea Backplate, TS 11

WOOD POLE

WOOD POLE

NORTHING EASTING

WOOD POLE

WOOD POLE

WOOD POLE

ITEMS QUADRANT

280963.0

280987.0

281062.0

281058.0

281130.0

SW

SE

NE

NW

NW

12953682.0

12953750.0

12953732.0

12953676.0

12953627.0

OUTSIDE OF THIS AREA

ROW BOUNDARIES

OUTSIDE OF THIS AREA

ROW BOUNDARIES

4 Ea Span Wire Tether 12

4 Ea Wood Pole, Cl 4, 30 foot 13

6. SEE PAGE 11 FOR WIRING DIAGRAM AND SPAN CALCULATIONS.

5. BOTTOM TETHER SHALL BE USED WITH SPAN WIRE.

POLES. ANY POLE RELOCATION FROM THE PLANS SHOULD BE COORDINATED WITH CONSTRUCTION ENGINEER.

4. SURVEY WAS NOT OBTAINED FOR THIS PLANSET. CONTRACTOR SHOULD UTILIZE MISSDIG AND CAUTION WHILE PLACING

AT (929) 293-1204. COST TO CONTRACTOR WILL BE INCIDENTAL.

3. FOR ELECTRICAL SERVICE INSPECTION CONTACT THE MICHIGAN DEPARTMENT OF LICENSING AND REGULATORY AFFAIRS

DETECTIONS PLACEMENT, SEVEN WORKING DAYS BEFORE INSTALLATION.

2. CONTACT THE MDOT STATEWIDE SIGNAL INSPECTOR JIM KWAPSIZEWSKI AT (512) 242-1486 FOR WIRELESS NODE

FOR ELECTRICAL SERVICE. CONTACT JACOB CHALUT AT (517) 580-2049. COST TO CONTRACTOR IS $.00.

1. COORDINATE POWER SERVICE WITH CONSUMERS ENERGY AT LEAST SEVEN DAYS PRIOR TO START OF CONSTRUCTION

NOTES:

C.S. #4

INSTALL

1 Ea Case Sign (LED), One Way, 12 inch by 27 inch 14

1 Ea Managed Field Ethernet Switch, Layer 2 15

1 Ea Lightning Protection, Pole 16

1 Ea Cellular Modem, TS, 4th G 17

1 Ea Hh, Polymer Conc 18

INSTALL (3) WIRELESS VEHICLE SENSOR NODE

INSTALL HH, POLYMER CONC18

TSC:

DATE:

218554_1306201_TEMP002 (Wiring).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & I-69 SB RAMP

07/24/23

NEUBAUER

C O

N T

R O

L L

E R

A N

D C

A B

IN

E

T

P O

L E

M O

U N

T E

D

WOOD POLE

INSTALL

T.S. #3

INSTALL

T.S. #4

INSTALL

T.S. #1

INSTALL

T.S. #2

INSTALL

WOOD POLE

INSTALL

WOOD POLE

INSTALL

SPP RADIO

INSTALL

WOOD POLE

INSTALLT.S. #5

INSTALL

T.S. #6

INSTALL

T.S. #7

INSTALL

T.S. #8

INSTALL

T.S. #9

INSTALL

C.S. #1

INSTALL

C.S. #2

INSTALL

C.S. #3

INSTALL

C.S. #4

INSTALL

SERVICE DISCONNECT

INSTALL

N

3. ADJUSTMENTS TO BE MADE AS DIRECTED BY THE ENGINEER.

2. STEM LENGTHS ARE SUGGESTED.

THE ROAD SURFACE.

MAINTAIN MIN. 18 FOOT UNDERCLEARANCE BETWEEN BOTTOM TETHER OF THE SPANS AND

1. POLE CONTACT HEIGHTS ARE BASED ON GLOBAL COORDINATES (NORTHING AND EASTING),

NOTES:

21' 23'

1W-3C1W-3C

1W-3C, 1W-CS

1W-CS

1W-3C

SPAN #3

11''

12''

12''

20''

11''

34'

8'

8'

26'

32'

14''

10''

15''

SPAN #2

8'

1W-3C

1W-CS

1W-3C

29'

16''

SPAN #1

10''12''

1W-4C

9' 8'

1W-3C 1W-CS

19'

8'

SPAN #4 POCH: 28'-06"

SPAN #3 POCH: 26'-06"

SPAN #4 POCH: 28'-06"

SPAN #2 POCH: 27'-06"

SPAN #3 POCH: 26'-06"

SPAN #1 POCH: 29'-00"

SPAN #1 POCH: 28'-00"

SPAN #2 POCH: 27'-06"

TENSION= 850

TENSION= 790

TENSION= 500

SPAN #4

TENSION= 900

BOX SPAN CALCULATIONS

NOT TO SCALE

36'

12'

17''

11'

1W-3C

E B

M -9

(M

IC

H

IG

A

N A

V E

INSTALLATION CABLING DIAGRAM

NOT TO SCALE

E B

M -9

(M

IC

H

IG

A

N A

V E

W B M

-9

M

IC

H

IG

A N A

V E

W B M

-9

M

IC

H

IG

A N A

V E

I-69 SB OFF RAMP

I-69 SB ON RAMP

4. L.E.D. CASE SIGN CABLES ARE 7/C#16 PJ.

APPROVED EQUAL.

3. WIRELESS VEHICLE DETECTION RADIO CABLES ARE 600V CAT 5e OR

2. 1W-4C TRAFFIC SIGNAL CABLES ARE 7/C#16 PJ.

1. 1W-3C TRAFFIC SIGNAL CABLES ARE 5/C#16 PJ.

CS:

JN:

TSC:

DATE:

13062-01-XXX

SIGNALS

Michigan Department of Transportation

218554_1306201_TEMP003 (Plan).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & C DRIVE NNEUBAUER

07/24/23

Φ 1

PHASING DIAGRAMS

NOT TO SCALE

Φ 2

N

T..S. #3 T..S. #2 T.S. #1

T.S. #6 T.S. #5

NO. ITEM QUANTITIES

LIST OF MATERIAL

3 Ea 2 Span Wire

2 Ea 3 Wood Pole, Cl 4, 35 foot

6 Ea 1 Wireless Vehicle Sensor Node

1 Ea 4 Wireless Vehicle Detection System

6 Ea 5 TS, One Way Span Wire Mtd (LED)

1 Ea Serv Disconnect 6

1 INSTALL (3) WIRELESS VEHICLE SENSOR NODE

INSTALL SPP RADIO

INSTALL SERV DISCONNECT

INSTALL CELLULAR MODEM, TS, 4TH G

INSTALL LIGHTNING PROTECTION, POLE

INSTALL MANAGED FIELD ETHERNET SWITCH, LAYER 2

INSTALL WIRELESS VEHICLE DETECTION SYSTEM

INSTALL CONTROLLER, NEMA, ATC TYPE

M36-ITS POLE MOUNTED CABINETINSTALL

INSTALL WOOD POLE, CI 4, 30 FOOT9

INSTALL WOOD POLE, CI 4, 30 FOOT 9

INSTALL WOOD POLE, CI 4, 35 FOOT 3

T.S. #7 T.S. #4

T.S. #1

INSTALL

T.S. #2

INSTALL

INSTALL T.S. #4

INSTALL T.S. #3

SPAN #2

SPAN #1

LIMIT

SPEED

W B

M -9

M

IC

H

IG

A N

A V

E

LIMIT

SPEED

E B

M -9

(M

IC

H

IG

A

N A

V E

LIMIT

SPEED

M -9

(M

IC

H

IG

A

N A

V E

V A

R

IE

S

V A

R

IE

S

LIMIT

SPEED

C D

R

IV

E N

1 INSTALL (3) WIRELESS VEHICLE SENSOR NODE

T.S. #5

INSTALL

INSTALL T.S. #65

R 3 INSTALL WOOD POLE, CI 4, 35 FOOT

SPAN #3

NN

1 Ea Controller, NEMA, ATC Type 8

1 Ea Cabinet, NEMA Type 7

41' 8' 8'

37'

40'

10'

10'

20'

12'

8' 8' 82'

V A

R

IE

S

R

Y

G

1-WAY CASE SIGN

NORTH

FACING

SOUTH

FACING

C.S. #1

ONE

WAY

1-WAY CASE SIGN

WEST

FACING

EAST

FACING

C.S. #2

ONLY

1-WAY CASE SIGN

SOUTH

FACING

NORTH

FACING

C.S. #3

3 Ea Case Sign (LED), One Way, 24 inch by 30 inch 10

6 Ea Backplate, TS 11

2 Ea Wood Pole, Cl 4, 30 foot 9

C.S. #1

INSTALL

C.S. #2

INSTALL

C.S. #3

INSTALL

WOOD POLE

WOOD POLE

NORTHING EASTING

WOOD POLE

WOOD POLE

ITEMS QUADRANT

280790.0

280770.0

280829.0

280835.0

SW

SE

NE

NW

12952169.0

12952261.0

12952314.0

12952205.0

UNKNOWN

ROW LIMITS

UNKNOWN

ROW LIMITS

T.S. #7

INSTALL

3 Ea Span Wire Tether 12

1 Ea TS, One Way Bracket Arm Mtd (LED) 13

6. SEE PAGE 13 FOR WIRING DIAGRAM AND SPAN CALCULATIONS.

5. BOTTOM TETHER SHALL BE USED WITH SPAN WIRE.

POLES. ANY POLE RELOCATION FROM THE PLANS SHOULD BE COORDINATED WITH CONSTRUCTION ENGINEER.

4. SURVEY WAS NOT OBTAINED FOR THIS PLANSET. CONTRACTOR SHOULD UTILIZE MISSDIG AND CAUTION WHILE PLACING

AT (929) 293-1204. COST TO CONTRACTOR WILL BE INCIDENTAL.

3. FOR ELECTRICAL SERVICE INSPECTION CONTACT THE MICHIGAN DEPARTMENT OF LICENSING AND REGULATORY AFFAIRS

DETECTIONS PLACEMENT, SEVEN WORKING DAYS BEFORE INSTALLATION.

2. CONTACT THE MDOT STATEWIDE SIGNAL INSPECTOR JIM KWAPSIZEWSKI AT (512) 242-1486 FOR WIRELESS NODE

FOR ELECTRICAL SERVICE. CONTACT JACOB CHALUT AT (517) 580-2049. COST TO CONTRACTOR IS $.00.

1. COORDINATE POWER SERVICE WITH CONSUMERS ENERGY AT LEAST SEVEN DAYS PRIOR TO START OF CONSTRUCTION

NOTES:

1 Ea Managed Field Ethernet Switch, Layer 2 15

1 Ea Lightning Protection, Pole 16

1 Ea Cellular Modem, TS, 4th G 17

1 Ea Hh, Polymer Conc 14

INSTALL HH, POLYMER CONC14

TSC:

DATE:

218554_1306201_TEMP003 (Wiring).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTYMARSHALL

13062 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & C DRIVE NNEUBAUER

07/24/23

C O

N T

R O

L L

E R

A N

D C

A B

IN

E

T

P O

L E

M O

U N

T E

D

WOOD POLE

INSTALL

T.S. #3

INSTALL

T.S. #4

INSTALL

T.S. #5

INSTALL

T.S. #6

INSTALL

T.S. #1

INSTALL

T.S. #2

INSTALL

WOOD POLE

INSTALL

WOOD POLE

INSTALL

SPP RADIO

INSTALL

C.S. #3

INSTALL

C.S. #2

INSTALL

C.S. #1

INSTALL

T.S. #7

INSTALL

SERVICE DISCONNECT

INSTALL

N

20'

26''

15''

16''

SPAN #2

10'

1W-3C

1W-CS

1W-3C

40'

16''

SPAN #1

12''15''

1W-3C

8' 8'

1W-3C 1W-CS

37'

10'

SPAN #2 POCH: 28'-00"

SPAN #3 POCH: 29'-00"

SPAN #1 POCH: 28'-06"

SPAN #2 POCH: 28'-00"

TENSION= 780

41'

SPAN #1 POCH: 28'-06"

TENSION= 920

TENSION= 630

18'' 36''

1W-CS 1W-3C

8'8' 12'

SPAN #3

10''

1W-3C

82'

SPAN #3 POCH: 29'-06"

BOX SPAN CALCULATIONS

NOT TO SCALE

3. ADJUSTMENTS TO BE MADE AS DIRECTED BY THE ENGINEER.

2. STEM LENGTHS ARE SUGGESTED.

THE ROAD SURFACE.

MAINTAIN MIN. 18 FOOT UNDERCLEARANCE BETWEEN BOTTOM TETHER OF THE SPANS AND

1. POLE CONTACT HEIGHTS ARE BASED ON GLOBAL COORDINATES (NORTHING AND EASTING),

NOTES:

M -9

(M

IC

H

IG

A

N A

V E

M -9

(M

IC

H

IG

A

N A

V E

INSTALLATION CABLING DIAGRAM

NOT TO SCALE

C DRIVE N

3. L.E.D. CASE SIGN CABLES ARE 7/C#16 PJ.

APPROVED EQUAL.

2. WIRELESS VEHICLE DETECTION RADIO CABLES ARE 600V CAT 5e OR

1. 1W-3C TRAFFIC SIGNAL CABLES ARE 5/C#16 PJ.

CS:

JN:

TSC:

DATE:

13062-01-XXX

SIGNALS

Michigan Department of Transportation

218554_1306201_TEMP004 (Plan).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTY

NEUBAUER

MARSHALL

1306207/24/23 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & TEMPORARY SITE DR

Φ 1

PHASING DIAGRAMS

NOT TO SCALE

Φ 2 Φ 3

N

16'16'

V A

R

IE

S

LIMIT

SPEED

M -9

(M

IC

H

IG

A

N A

V E

LIMIT

SPEED

M -9

(M

IC

H

IG

A

N A

V E

PROPOSED DRIVEWAY

LIMIT

SPEED

CRITICAL UTILITY

CAUTION -

FLAMMABLE MATERIAL

HAZARDOUS OR

CRITICAL UTILITY

CAUTION -

T.S. #4

INSTALL

T.S. #3

INSTALL

T.S. #2

INSTALL

T.S. #1

INSTALL

T.S. #7

INSTALL

T.S. #6

INSTALL

T.S. #4

T.S. #6 T.S. #2 T.S. #1

T..S. #5 T.S. #3

T.S. #7

NO. ITEM QUANTITIES

LIST OF MATERIAL

3 Ea 2 Span Wire

1 Ea 3 Wood Pole, Cl 4, 35 foot

6 Ea 1 Wireless Vehicle Sensor Node

SPAN #1

SPAN #3

INSTALL (3) WIRELESS VEHICLE SENSOR NODE

INSTALL (3) WIRELESS VEHICLE SENSOR NODE

1 Ea 4 Wireless Vehicle Detection System

SPAN #2

INSTALL SPP RADIO

INSTALL SERV DISCONNECT

INSTALL CELLULAR MODEM, TS, 4TH G

INSTALL LIGHTNING PROTECTION, POLE

INSTALL MANAGED FIELD ETHERNET SWITCH, LAYER 2

INSTALL WIRELESS VEHICLE DETECTION SYSTEM

INSTALL CONTROLLER, NEMA, ATC TYPE

M36-ITS POLE MOUNTED CABINETINSTALL

INSTALL WOOD POLE, CI 4, 30 FOOT 11

5 Ea 5 TS, One Way Span Wire Mtd (LED)

1 Ea 6 TS, One Way Span Wire Mtd, LTGA (LED)

5 6 5

INSTALL WOOD POLE, CI 4, 35 FOOT3

1 Ea TS, One Way Span Wire Mtd, FYA (LED) 7

M-96 (MICHIGAN AVE) NON-LEGAL ALI

T.S. #5

INSTALL

1 Ea Serv Disconnect 8

INSTALL WOOD POLE, CI 4, 30 FOOT11

INSTALL WOOD POLE, CI 4, 30 FOOT11

1 1

1 Ea Cabinet, NEMA Type 9

1 Ea Controller, NEMA, ATC Type 10

22'

10'

45'

12'8'36'

15'

8'

8'

45'

R

Y

FY

G

R

Y

G

R

Y

G

3 Ea 11 Wood Pole, Cl 4, 30 foot

7 Ea 12 Backplate, TS

121212

WOOD POLE

WOOD POLE

NORTHING EASTING

WOOD POLE

WOOD POLE

ITEMS QUADRANT

282506.0

282581.0

282602.0

282555.0

SE

NE

NW

SW

12947711.0

12947696.0

12947645.0

12947585.0

99 FT

EX ROW

3 Ea Span Wire Tether 13

13NNN

INSTALL SERV DISCONNECT

INSTALL CELLULAR MODEM, TS, 4TH G

INSTALL LIGHTNING PROTECTION, POLE

INSTALL MANAGED FIELD ETHERNET SWITCH, LAYER 2

INSTALL WIRELESS VEHICLE DETECTION SYSTEM

INSTALL CONTROLLER, NEMA, ATC TYPE

INSTALL M36-ITS POLE MOUNTED CABINET

INSTALL WOOD POLE, CI 4, 36 FOOT

6. SEE PAGE 15 FOR WIRING DIAGRAM AND SPAN CALCULATIONS.

5. BOTTOM TETHER SHALL BE USED WITH SPAN WIRE.

POLES. ANY POLE RELOCATION FROM THE PLANS SHOULD BE COORDINATED WITH CONSTRUCTION ENGINEER.

4. SURVEY WAS NOT OBTAINED FOR THIS PLANSET. CONTRACTOR SHOULD UTILIZE MISSDIG AND CAUTION WHILE PLACING

AT (929) 293-1204. COST TO CONTRACTOR WILL BE INCIDENTAL.

3. FOR ELECTRICAL SERVICE INSPECTION CONTACT THE MICHIGAN DEPARTMENT OF LICENSING AND REGULATORY AFFAIRS

DETECTIONS PLACEMENT, SEVEN WORKING DAYS BEFORE INSTALLATION.

2. CONTACT THE MDOT STATEWIDE SIGNAL INSPECTOR JIM KWAPSIZEWSKI AT (512) 242-1486 FOR WIRELESS NODE

FOR ELECTRICAL SERVICE. CONTACT JACOB CHALUT AT (517) 580-2049. COST TO CONTRACTOR IS $.00.

1. COORDINATE POWER SERVICE WITH CONSUMERS ENERGY AT LEAST SEVEN DAYS PRIOR TO START OF CONSTRUCTION

NOTES:

1 Ea Managed Field Ethernet Switch, Layer 2 15

1 Ea Lightning Protection, Pole 16

1 Ea Cellular Modem, TS, 4th G 17

1 Ea Hh, Polymer Conc 14

INSTALL HH, POLYMER CONC 14

TSC:

DATE:

218554_1306201_TEMP004 (Wiring).dgn

TEMP

CINCAR CONSULTING GROUP CITY OF MARSHALL, CALHOUN COUNTY

NEUBAUER

MARSHALL

1306207/24/23 TEMPORARY SIGNAL PLAN

M-96 (MICHIGAN AVE) & TEMPORARY SITE DR

CONTROLLER AND CABINET

POLE MOUNTED

T.S. #5

INSTALL

T.S. #6

INSTALL

T.S. #7

INSTALL

WOOD POLE

INSTALL

WOOD POLE

INSTALL

WOOD POLE

INSTALL

T.S. #1

INSTALL

T.S. #2

INSTALL

T.S. #3

INSTALL

T.S. #4

INSTALL

SPP RADIO

INSTALL

SERVICE DISCONNECT

INSTALL

N

45'

10''

20''

SPAN #1

1W-3C

1W-3C

22'

10'

SPAN #1 POCH: 26'-00"

SPAN #2 POCH: 27'-06"

SPAN #1 POCH: 28'-06"

TENSION= 565

TENSION= 490

18''

1W-3C

8' 12'

SPAN #2

12''

1W-4C

36'

BOX SPAN CALCULATIONS

NOT TO SCALE

3. ADJUSTMENTS TO BE MADE AS DIRECTED BY THE ENGINEER.

2. STEM LENGTHS ARE SUGGESTED.

THE ROAD SURFACE.

MAINTAIN MIN. 18 FOOT UNDERCLEARANCE BETWEEN BOTTOM TETHER OF THE SPANS AND

1. POLE CONTACT HEIGHTS ARE BASED ON GLOBAL COORDINATES (NORTHING AND EASTING),

NOTES:

15'

8'

8'

45'

23''

13''

11''

SPAN #3

TENSION= 700

1W-3C

1W-CS

1W-4C

SPAN #3 POCH: 29'-00"

SPAN #2 POCH: 28'-00"

SPAN #3 POCH: 28'-06"

INSTALLATION CABLING DIAGRAM

NOT TO SCALE

M -9

(M

IC

H

IG

A

N A

V E

M -9

(M

IC

H

IG

A

N A

V E

PROPOSED DRIVEWAY

4. L.E.D. CASE SIGN CABLES ARE 7/C#16 PJ.

APPROVED EQUAL.

3. WIRELESS VEHICLE DETECTION RADIO CABLES ARE 600V CAT 5e OR

2. 1W-4C TRAFFIC SIGNAL CABLES ARE 7/C#16 PJ.

1. 1W-3C TRAFFIC SIGNAL CABLES ARE 5/C#16 PJ.

MD

Typewritten Text

MD

2 Span wire hanger

3 5/16" extra high strength span wire

5 P.J. traffic signal cable (as specified)

Preformed lashing rods6

Guy thimble (2" dia.)8

Install span wire preformed (armor rod) under each span hanger10

Access hand hole all new & existing steel poles11

ITEMNO.

10 6 2 10

1 Traffic signal (no. heads as indicated)

15 Preformed guy grip dead ends

7 Pole band clamp (steel pole)

4 3" Service cap (weatherhead), (metal for steel and PVC for wood poles) as shown on plans.

Wood pole size & class m a x

COPPER JUMPER

DETAIL "A"

dead-end

Preformed

Tail of span jumper

#6 copper

Steel pole

STEEL AND WOOD POLES

5'

2 Span wire hanger

3 5/16" extra high strength span wire

5 P.J. traffic signal cable (as specified)

Preformed lashing rods6

Guy thimble (2" dia.)8

Install span wire preformed (armor rod) under each span hanger10

Access hand hole all new & existing steel poles11

ITEMNO.

1 Traffic signal (no. heads as indicated)

15 Preformed guy grip dead ends

7 Pole band clamp (steel pole)

4 3" service cap (weatherhead), (metal for steel and PVC for wood poles)

Steel pole on plans class as shown

Wood pole size &

10 2 m a x

Ground wire

Wood pole shown on plans

Contact height as secondary service

Power company wire

Ground as shown on plans

Pole contact height (poch)

(metal)

3" service cap

Steel pole top requirements of the local utility co.

shall meet the codes and placement

Porcelain strain insulator (if required

NOTE:

Steel pole top

(metal)

3" service cap secondary service

Power company

Grade centerline wire

Ground

(10'total)

5' drip loop

Ground rod pole

Wood

Wood moulding or plastic duct (10' from ground level) of signal span (drip loop) cable for future adjustment

Coil 10' of traffic signal

3" service cap (PVC)

3" service cap (PVC)4 on plans

Contact height as shown

(as shown on plans)

Case sign optional

Wood moulding or plastic duct (10' from ground level)

5/8" eyebolt, oval eye and nut

5/8" eyebolt, oval eye and nut

S a g a s s p e c

P

C H a s s p e c i f i e d

P O

C H a s s p e c i f i e d

ONLY

(SPECIAL DETAIL)

(SPECIAL DETAIL)DJF

P O

C H a s s p e c i f i e d

3" schedule 80 PVC or rigid metal (*) See note on sheet 2 of 5

1 1/2" to 2" schedule 80 PVC or rigid metal (*) See note

M i n i m u m v e r t i c a l c l e a r a n c e

M i n i m u m v e r t i c a l c l e a r a n c e

M i n i m u m v e r t i c a l c l e a r a n c e

M i n i m u n v e r t i c a l c l e a r a n c e

Grade centerline

"B & C" sheet

See details

See detail "A"

Preformed guy grip dead ends sheet 4 of 5

See details "D & E" sheet 1 of 5

See detail "A" sheet 3 of 5

See details "B & C" 4 of 5

"D & E" sheet

See details foundation

Top of grade proposed

Top of foundation

Top of grade proposed

Top of

ALL SPAN WIRE T.S. ON

(2) 5/8" x 4" long bolt, nut, washers per pole band clamp (steel pole)

(2) 5/8" x 4" long bolt, nut, washers per pole band clamp (steel pole) ground wire bolt connector for

Tinned brass split ground wire bolt connector for

Tinned brass split

S e o t e

(#) See notes on sheet 2 of 6.

use drip loop (without coil) for future adjustment of signal span.

(#) For projects maintained by the Road Commission for Oakland County (RCOC), from grade level to 10' (min.) above grade or as directed by the Engineer.

of Public Services (WCDPS), use rigid metal for conduit(s)

(*) For projects maintained by the Wayne Co. Department

NOTES:

(#) See notes of signal span (drip loop) cable for future adjustment

Coil 10' of traffic signal

TYPICAL FLASHING BEACON INSTALLATION ON STEEL AND WOOD POLES

TYPICAL SPAN WIRE INSTALLATION T.S. ON STEEL AND WOOD POLES

with span wire.

full length where signal wire is installed

4) Preformed lashing rod to be installed the elevation).

order to keep red indications at same is a 4 section head on the same span (in

3) This dimension will exceed 17' when there approach.

2) Align red indications at same height per on plan.

1) Use number & type of T.S. as called for

NOTE:

installed with span wire.

the full length where signal wire is

1) Preformed lashing rod to be installed

NOTE:

Michigan Department of Transportation

MICHIGAN DEPARTMENT OF TRANSPORTATION

DRAWN BY:

CHECKED BY: PLAN DATE

SHEET

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FOR

FHWA APPROVAL DATE

ENGINEER OF DEVELOPMENT

ENGINEER OF DELIVERY

PREPARED BY

TRAFFIC AND SAFETY

Rev.NOT TO SCALE of

File:

PLAN DATE

SHEET

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

NOT TO SCALE

ofFile: Rev.

TSC:

DATE:

AS-LET PLAN REVISIONS

NO.

AUTH

DESCRIPTION

DESCRIPTION DESCRIPTIONDESCRIPTION

DATENO. DATEDATE NO. DATE

2 7 1 7

02/16/17 RefDoc/TR/Signals/Web/Sp Det/Fin/SIG010A.dgn

SIG-010-A

RefDoc/TR/Signals/Web/Sp Det/Fin/SIG010A.dgn 02/16/17

SIG-010-A

Michigan Department of Transportation

MICHIGAN DEPARTMENT OF TRANSPORTATION

DRAWN BY:

ENGINEER OF DEVELOPMENT

ENGINEER OF DELIVERY

PREPARED BY

TRAFFIC AND SAFETY

SHEET

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

of File: Rev.

2 Span wire hanger

3 5/16" extra high strength span wire

5 P.J. traffic signal cable (as specified)

Preformed lashing rods6

Guy thimble (2" dia.)8

Install span wire preformed (armor rod) under each span hanger10

Access hand hole all new & existing steel poles11

ITEMNO.

10 6 2 10

1 Traffic signal (no. heads as indicated)

15 Preformed guy grip dead ends

7 Pole band clamp (steel pole)

4 3" Service cap (weatherhead), (metal for steel and PVC for wood poles) as shown on plans.

Wood pole size & class m a x

COPPER JUMPER

DETAIL "A"

dead-end

Preformed

Tail of span jumper

#6 copper

Steel pole

STEEL AND WOOD POLES

5'

2 Span wire hanger

3 5/16" extra high strength span wire

5 P.J. traffic signal cable (as specified)

Preformed lashing rods6

Guy thimble (2" dia.)8

Install span wire preformed (armor rod) under each span hanger10

Access hand hole all new & existing steel poles11

ITEMNO.

1 Traffic signal (no. heads as indicated)

15 Preformed guy grip dead ends

7 Pole band clamp (steel pole)

4 3" service cap (weatherhead), (metal for steel and PVC for wood poles)

Steel pole on plans class as shown

Wood pole size &

10 2 m a x

Ground wire

Wood pole shown on plans

Contact height as secondary service

Power company wire

Ground as shown on plans

Pole contact height (poch)

(metal)

3" service cap

Steel pole top requirements of the local utility co.

shall meet the codes and placement

Porcelain strain insulator (if required

NOTE:

Steel pole top

(metal)

3" service cap secondary service

Power company

Grade centerline wire

Ground

(10'total)

5' drip loop

Ground rod pole

Wood

Wood moulding or plastic duct (10' from ground level) of signal span (drip loop) cable for future adjustment

Coil 10' of traffic signal

3" service cap (PVC)

3" service cap (PVC)4 on plans

Contact height as shown

(as shown on plans)

Case sign optional

Wood moulding or plastic duct (10' from ground level)

5/8" eyebolt, oval eye and nut

5/8" eyebolt, oval eye and nut

S a g a s s p e c

P

C H a s s p e c i f i e d

P O

C H a s s p e c i f i e d

ONLY

(SPECIAL DETAIL)

(SPECIAL DETAIL)DJF

P O

C H a s s p e c i f i e d

3" schedule 80 PVC or rigid metal (*) See note on sheet 2 of 5

1 1/2" to 2" schedule 80 PVC or rigid metal (*) See note

M n i m u m v e r t i c a l c l e a r a n c e

M i n i m u m v e r t i c a l c l e a r a n c e

M i n i m u m v e r t i c a l c l e a r a n c e

M i n i m u n v e r t i c a l c l e a r a n c e

Grade centerline

"B & C" sheet

See details

See detail "A"

Preformed guy grip dead ends sheet 4 of 5

See details "D & E" sheet 1 of 5

See detail "A" sheet 3 of 5

See details "B & C" 4 of 5

"D & E" sheet

See details foundation

Top of grade proposed

Top of foundation

Top of grade proposed

Top of

ALL SPAN WIRE T.S. ON

(2) 5/8" x 4" long bolt, nut, washers per pole band clamp (steel pole)

(2) 5/8" x 4" long bolt, nut, washers per pole band clamp (steel pole) ground wire bolt connector for

Tinned brass split ground wire bolt connector for

Tinned brass split

S o t e

(#) See notes on sheet 2 of 6.

use drip loop (without coil) for future adjustment of signal span.

(#) For projects maintained by the Road Commission for Oakland County (RCOC), from grade level to 10' (min.) above grade or as directed by the Engineer.

of Public Services (WCDPS), use rigid metal for conduit(s)

(*) For projects maintained by the Wayne Co. Department

NOTES:

(#) See notes of signal span (drip loop) cable for future adjustment

Coil 10' of traffic signal

TYPICAL FLASHING BEACON INSTALLATION ON STEEL AND WOOD POLES

TYPICAL SPAN WIRE INSTALLATION T.S. ON STEEL AND WOOD POLES

with span wire.

full length where signal wire is installed

4) Preformed lashing rod to be installed the elevation).

order to keep red indications at same is a 4 section head on the same span (in

3) This dimension will exceed 17' when there approach.

2) Align red indications at same height per on plan.

1) Use number & type of T.S. as called for

NOTE:

installed with span wire.

the full length where signal wire is

1) Preformed lashing rod to be installed

NOTE:

Michigan Department of Transportation

MICHIGAN DEPARTMENT OF TRANSPORTATION

DRAWN BY:

ENGINEER OF DEVELOPMENT

ENGINEER OF DELIVERY

PREPARED BY

TRAFFIC AND SAFETY

SHEET

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

TSC:

DATE:

2 7 1 7

02/16/17 RefDoc/TR/Signals/Web/Sp Det/Fin/SIG010A.dgn

SIG-010-A

RefDoc/TR/Signals/Web/Sp Det/Fin/SIG010A.dgn 02/16/17

SIG-010-A

MD

3/4"

1 5/8"

Signal span

2 1/2"

1 1/4"

3/4"

3/4"

1 1/2"

1/4"

(120/240V A.C. Single Phase)

Preformed dead end

Span wire

Span wire

9" radius min

Pole band mounted

Ground wire

Oval eye nut m a x

DIA

(5) 11/16" x for adjustment minimumum 10' tail around pole with a

Wrap span wire dead end

Preformed

PVC bell ends

3" conduit with for secondary service

Pole band mounted

(poch)

Pole band t y p m a x t y p

Preformed dead end around end of dead end & span

3 layers of black friction tape

Pole guy plate (typ)

(2" dia)

Thimble

3"x3"x1/4"-13/16" hole

Curved square washer

Preformed dead end end of lashing rod friction tape over

3 layers of black

Wood pole

6"

Steel pole top

(metal)

3" service cap nut (grade 5) carriage bolt & Hex

5/8"-11NC x 2" LG

Steel pole top

Steel pole top

& controller box between signal head

No splices allowed requirements of the local utility co.

shall meet the codes and placement

Porcelain strain insulator (if required)

NOTE:

& controller box between signal head

No splices allowed molding

Wood or plastic service

Power Co. secondary pole band)

(one span per

Pole band span

Cable lashing rod tape over end of

3 layers black friction V

A R n

(Drip loop) future adjustment signal cable for

Coil 10' of traffic saddle

Hanger and band or approved equal)

(TC 1 Barron Bethea

Clevis thimble (typ) beacon installation)

(use 1 1/2" to 3" PVC for flashing installation)

(3" for traffic signal

Service cap (PVC) w/washer

Hex head

5/8" dia

Front Side

Alternate down guy clevis oval eye nuts

5/8" thru DA bolt with w/2 nuts

5/8" DA bolt or approved equal

Chance "S" #2 FB 5/8" type

5/8" DA bolt approved equal) lag screw U-guard fastener or

(3 ft spacing) (1/4" x 1/2" Hex head

Galvanized steel 2 hole strap flashing beacon installation)

(use 1 1/2" to 3" schedule 80 PVC for conduit (for traffic signal installation)

Use 3" schedule 80 PVC or rigid metal

(120/240V A.C. single phase)

Power Co. sec service moulding wood or plastic grounding rod in

#6 copper min. to

(SPECIAL DETAIL) (SPECIAL DETAIL)

Thimble (2" dia)

Oval eye nut

Pole band future adjustment

(Drip Loop) for signal cable

Coil 10' of traffic traffic signal cable.

Multiconductor

BACK

SIDE

for future adjustment.

traffic signal cable (Drip Loop) signal cable. Coil 10' of

Multiconductor traffic in weatherhead)

(Plug all un-used holes

3" service cap (metal) in weatherhead)

(Plug all un-used holes

3" service cap (metal)

Ground wire required

Dia as bend radius

3/8" minimum adjustment a minimumum 5' tail for

Loop span wire with

10 USS NC

3/4" SQ nut-

Curved washer and nut

3/4" machine bolt adjustment a minimumum 5' tail for

Loop span wire with the pole band thickness.

after galvanizing. All bend radii are to be a minimum of 1.5 times the clamp on the back side facing away from traffic, and be visible located near the bolted flange, must be located near the center of method must be a low stress stamping method. The stamp cannot be determine the month and year of clamp manufacture. The stamping that is traceable back to the manufacturer, which can be used to

ASTM A36 steel pole band clamps must be stamped with identification

1 5/8" min.

(See detail "A" sheet 1 of 6) connector for ground wire

Tinned brass split bolt

(See detail "A" sheet 1 of 6) connector for ground wire

Tinned brass split bolt

(See detail "A" sheet 1 of 6) for ground wire

Tinned brass split bolt connector heavy hex nut (hot dip galvanized) lock washer, flat washer as required, &

5/8" -11NC x 4" LG A449 heavy hex bolt (2 per clamp), 5/16" Guy strand (typ.)

5/16" Guy strand (typ.)

SERVICE CABLE ON STEEL POLE

DETAIL "C"

CABLING ON STEEL POLE

DETAIL "C"

SPAN WIRE POLE PLATE AND HARDWARE ON WOOD POLE

DETAIL "D"

CABLING ON WOOD POLE

DETAIL "E"

POLE BAND CLAMP ON STEEL POLE

DETAIL "B"

THIMBLE DETAIL

3•"

1ˆ"

2•" Max.

1‚" Min.

…" Min.

Thimble See Detail

PLAN DATE

SHEET

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

TSC:

DATE:

4 7 3 7 RefDoc/TR/Signals/Web/Sp Det/Fin/SIG010A.dgn 02/16/17

SIG-010-A

RefDoc/TR/Signals/Web/Sp Det/Fin/SIG010A.dgn 02/16/17

SIG-010-A

PLAN DATE

SHEET

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

3/4"

1 5/8"

Signal span

2 1/2"

1 1/4"

3/4"

3/4"

1 1/2"

1/4"

(120/240V A.C. Single Phase)

Preformed dead end

Span wire

Span wire

9" radius min

Pole band mounted

Ground wire

Oval eye nut x

DIA

(5) 11/16" x for adjustment minimumum 10' tail around pole with a

Wrap span wire dead end

Preformed

PVC bell ends

3" conduit with for secondary service

Pole band mounted

(poch)

Pole band t y p m a x t y p

Preformed dead end around end of dead end & span

3 layers of black friction tape

Pole guy plate (typ)

(2" dia)

Thimble

3"x3"x1/4"-13/16" hole

Curved square washer

Preformed dead end end of lashing rod friction tape over

3 layers of black

Wood pole

6"

Steel pole top

(metal)

3" service cap nut (grade 5) carriage bolt & Hex

5/8"-11NC x 2" LG

Steel pole top

Steel pole top

& controller box between signal head

No splices allowed requirements of the local utility co.

shall meet the codes and placement

Porcelain strain insulator (if required)

NOTE:

& controller box between…