Complete_Drawings_MBMV162006_Bridge_MX.pdf

TITLE SHEET

G-001

PROJECT NO.: MBMV162006

DLZ NO.: 1411.0003.04

DATE: 05/18/2018

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SHEET CONTENTS

SHEET NO.:

ISSUED

M ic hi ga n Ai r N at io na l G ua rd Br id ge

M ai nt en an ce

Ba tt le C re ek

A ir

N at io na l G ua rd B as e

Ba tt le C re ek

, M ic hi ga n

02/19/2018 TYPE A2

04/20/2018 TYPE B2

05/18/2018 TYPE B3

KJS

KJS

CLH

SHEET INDEX

G-001

B-01

B-02

B-03

CS-01

CS-02

TITLE SHEET

DECK REPAIR SHEET

BEAM REPAIR SHEET

GUARDRAIL REFLECTORS SHEET

MAINTENANCE OF TRAFFIC - STAGE I

MAINTENANCE OF TRAFFIC - STAGE II

SHEET NO. DESCRIPTION

Michigan Air National Guard

Bridge Maintenance

Battle Creek Air National Guard Base

Battle Creek, Michigan

Project No.: MBMV162006

VICINITY MAP

PROJECT LOCATION

CALHOUN COUNTY

W.K. KELLOGG AIRPORT

MICHIGAN AIR NATIONAL GUARD BASE

BATTLE CREEK, MI

LOCAL VICINITY MAP ADDITIVE BID ITEMS

BATTLE

CREEK

C A

L H

O U

N

C

O U

N T

Y

K A

L A

M A

Z O

O

C

O U

N T

Y

WK KELLOGG AIRPORT

PLAN SHEET

DECK REPAIRS

B-01

PROJECT NO.: MBMV162006

DLZ NO.: 1411.0003.04

DATE: 05/18/2018

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SHEET CONTENTS

SHEET NO.:

ISSUED

M ic hi ga n Ai r N at io na l G ua rd Br id ge

M ai nt en an ce

Ba tt le C re ek

A ir

N at io na l G ua rd B as e

Ba tt le C re ek

, M ic hi ga n

02/19/2018 TYPE A2

04/20/2018 TYPE B2

05/18/2018 TYPE B3

KJS

KJS

CLH

BEAM REPAIRS

B-02

PROJECT NO.: MBMV162006

DLZ NO.: 1411.0003.04

DATE: 05/18/2018

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SHEET CONTENTS

SHEET NO.:

ISSUED

M ic hi ga n Ai r N at io na l G ua rd Br id ge

M ai nt en an ce

Ba tt le C re ek

A ir

N at io na l G ua rd B as e

Ba tt le C re ek

, M ic hi ga n

02/19/2018 TYPE A2

04/20/2018 TYPE B2

05/18/2018 TYPE B3

KJS

REFLECTOR

LAYOUT

B-03

PROJECT NO.: MBMV162006

DLZ NO.: 1411.0003.04

DATE: 05/18/2018

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SHEET CONTENTS

SHEET NO.:

ISSUED

M ic hi ga n Ai r N at io na l G ua rd Br id ge

M ai nt en an ce

Ba tt le C re ek

A ir

N at io na l G ua rd B as e

Ba tt le C re ek

, M ic hi ga n

02/19/2018 TYPE A2

04/20/2018 TYPE B2

05/18/2018 TYPE B3

KJS

DAF

MOT - STAGE I

CS-01

PROJECT NO.: MBMV162006

DLZ NO.: 1411.0003.04

DATE: 05/18/2018

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SHEET CONTENTS

SHEET NO.:

ISSUED

M ic hi ga n Ai r N at io na l G ua rd Br id ge

M ai nt en an ce

Ba tt le C re ek

A ir

N at io na l G ua rd B as e

Ba tt le C re ek

, M ic hi ga n

02/19/2018 TYPE A2

04/20/2018 TYPE B2

05/18/2018 TYPE B3

KJS

MOT - STAGE II

CS-02

PROJECT NO.: MBMV162006

DLZ NO.: 1411.0003.04

DATE: 05/18/2018

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SHEET CONTENTS

SHEET NO.:

ISSUED

M ic hi ga n Ai r N at io na l G ua rd Br id ge

M ai nt en an ce

Ba tt le C re ek

A ir

N at io na l G ua rd B as e

Ba tt le C re ek

, M ic hi ga n

02/19/2018 TYPE A2

04/20/2018 TYPE B2

05/18/2018 TYPE B3

KJS

ECH

MWB

ENGINEER OF DEVELOPMENT

Traffic Control Devices

Temporary

WZD-125-E 1 3

6" MIN.

12" MAX.1

8'-0" o

(12 REQUIRED)

1" MIN. O.D. STEEL FLAT LOCK WASHER

…" - 16 STEEL HEX NUT

…" - 16 STEEL HEX BOLT

6" MIN.

12" MAX.1

8'-0" o

(12 REQUIRED)

1" MIN. O.D. STEEL FLAT LOCK WASHER

…" - 16 STEEL HEX NUT

…" - 16 STEEL HEX BOLT

FRONT ELEVATION SIDE VIEW

FRONT ELEVATION SIDE VIEW

PERFORATED SQUARE STEEL TUBE OPTION

BI-DIRECTIONAL RIGHT DIRECTIONALLEFT DIRECTIONAL

T Y

P

T Y

P

ANGLE IRON OPTION

(12 GAGE)

SQUARE STEEL TUBE

1ƒ" PERFORATED

(10 GAGE)

1•" x 1•" ANGLE

C

C C

C C

C C

C ƒ" HOLLOW EXTRUDED RIGID POLYOLEFIN ƒ" HIGH DENSITY POLYETHYLENE OR ƒ" ACX PLYWOOD OR

BARRICADE RAIL MAY BE

ƒ" HOLLOW EXTRUDED RIGID POLYOLEFIN ƒ" HIGH DENSITY POLYETHYLENE OR ƒ" ACX PLYWOOD OR

BARRICADE RAIL MAY BE

CLOSURES

(TYPICAL)

ORANGE

REFLECTORIZED

(TYPICAL)

SILVER (WHITE)

REFLECTORIZED

(TYPICAL)

SILVER (WHITE)

REFLECTORIZED

(TYPICAL)

ORANGE

REFLECTORIZED

BARRICADE RAIL SHEETING OPTIONS

TYPE III BARRICADES

(12 GAGE)

2" SQUARE STEEL TUBE

4'-0" - 6'-0"

4'-0" - 6'-0"

(12 GAGE)

2" SQUARE STEEL TUBE8

O R

2" x 2" x ‰" ANGLE

2" x 2" x ‚" ANGLE OR OF BASE

WELD TO CENTER

OF BASE

WELD TO CENTER

" 1•" x 1•" ANGLE (10 GAGE)

2" x 2" x ‰" ANGLE OR

2" x 2" x ‚" ANGLE OR http://safety.fhwa.dot.gov/roadway_dept/road_hardware/wzd.htm

Other Type III Barricades meeting current NCHRP crash worthy criteria can be found on the FHWA Safety website at

(SPECIAL DETAIL) 1/18/11

THROUGH UPRIGHT AND RAIL

WITH VANDAL RESISTANT HARDWARE

LIGHTWEIGHT WARNING LIGHT ATTACHED

THROUGH UPRIGHT

WITH VANDAL RESISTANT HARDWARE

LIGHTWEIGHT WARNING LIGHT ATTACHED

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

DIRECTOR, BUREAU OF DEVELOPMENT

6'-0"

(4 REQUIRED)

STEEL HEX BOLT WITH Œ" NUT

…" x 2•" - 16 ZINC COATED

1" ON CENTER, ALL FOUR SIDES

PSST STEEL TUBING WITH …" HOLES

12 OR 14 GAGE GALVANIZED UPRIGHT

1ƒ" x 1ƒ" x 9'-0"

REFLECTIVE SHEETING

3'-4"

PLACED 6" FROM BOTTOM OF UPRIGHT

1" ON CENTER, ALL FOUR SIDES

PSST STEEL TUBING WITH …" HOLES

12 GAGE GALVANIZED SLEEVE

2" x 2" x 3'-0"

ON THREE SIDES

IRON BY ‚" x 2" WELDS

ATTACH STUB TO ANGLE

FOR INSERTING UPRIGHT

6" HIGH (12 GAGE)

2" SQUARE STEEL TUBE

FRONT ELEVATIONSIDE VIEW

TEMPORARY SIGN SUPPORT

(WARNING LIGHT PLACED ON SIDE CLOSEST TO TRAFFIC)

T

Y P

Z-BRACKET DETAIL

1‚"

1ƒ"

14 GAGE STEEL

3"

1•"1•"

Œ" DIA. HOLE

ƒ

PLACED IN OUTERMOST SLOT

AND BATTERY MUST BE

OF SIGN A MINIMUM OF 1"

MUST PROTRUDE FROM EDGE

WARNING LIGHT HOUSING

FROM THE EDGE LINE OF THE PANEL

WITH BOLT PROTECTION CUP. LOCATE BOLT 2" IN

Z-BRACKET ATTACHED WITH •" x 4" HALF MOON BOLT

WITH 6 VOLT SINGLE LANTERN TYPE BATTERY HELD BY

LIGHTWEIGHT (3.3 LBS. MAX.) WARNING LIGHT TYPE A

2" x 2" x ‰" ANGLE *

2" x 2" x ‚" ANGLE OR

* SIGN STAND IS BALLASTED WITH FOUR OR MORE 35 LB SANDBAGS. A MINIMUM OF ONE ON EACH END.

UPRIGHTS SHALL NOT EXTEND ABOVE THE SIGN PANEL.

(OPTIONAL)

INSERTED IN THE HOLE OF PANEL

NYLON WASHER (SEE DETAIL BELOW)

TIGHTENED TO CUP WASHER

AND 1•" FLAT WASHER ˆ" THICK

STEEL HEX BOLT WITH Œ" NUT

…" x 3" - 16 ZINC COATED

1‚" DIA. HOLE IN PANEL FOR

OPTIONAL NYLON WASHER

…" DIA. HOLE

„"1„"

(MEDIUM DENSITY OVERLAY PLYWOOD)

48" x 48" x •" PANEL http://safety.fhwa.dot.gov/roadway_dept/road_hardware/wzd.htm

Other temporary sign supports meeting current NCHRP crash worthy criteria can be found on the FHWA Safety website at

R U

R A

L

O R

U R

B A

N

1/18/11SPECIAL DETAIL WZD-125-E 2 3

NOT TO SCALE

MICHIGAN DEPARTMENT OF TRANSPORTATION

PLAN DATEF.H.W.A. APPROVAL

SHEET

OF

NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.

BUREAU OF DEVELOPMENT STANDARD PLAN

WZD-125-E

NOTES:

PLASTIC DRUM

A P

P R

O X

REMAINDER OF DRUM

2" MAX.

NON REFLECTORIZED ORANGE

REFLECTORIZED WHITE

REFLECTORIZED ORANGE

M A

X

S

E E

N

T E

18" MIN.

T

SYMBOLS TO BE USED ON PLANS

EXISTING TYPE III BARRICADE

PROPOSED TYPE III BARRICADE

PLASTIC DRUM

TRAFFIC CONTROL DEVICE.

SO THEY WILL NOT COVER OR OBSTRUCT ANY REFLECTIVE PORTION OF THE

ACHIEVE STABILITY OF THE BARRICADE. THE SANDBAGS SHALL BE PLACED

SANDBAGS SHALL BE USED WHEN SUPPLEMENTAL WEIGHTS ARE REQUIRED TO

SPECIFICATIONS FOR CONSTRUCTION.

SENSITIVE REFLECTIVE SHEETING ACCORDING TO THE CURRENT STANDARD

SIGNS, BARRICADES, AND PLASTIC DRUMS SHALL BE FACED WITH PRESSURE-

SHALL BE ORANGE IN COLOR AND EQUAL IN WIDTH.

THE HORIZONTAL REFLECTORIZED ORANGE AND WHITE STRIPES

STRIPE BEING ORANGE. NON REFLECTORIZED SPACES BETWEEN

ALTERNATING IN COLOR WITH THE TOPMOST REFLECTORIZED

STRIPES (2 ORANGE AND 2 WHITE) OF 6" UNIFORM WIDTH,

DRUMS SHALL HAVE AT LEAST 4 HORIZONTAL REFLECTORIZED

NOTE:

3 3 1/18/11

OF PLASTIC DRUMS FOR PLACEMENT OF TEMORARY CONCRETE BARRIER.

DIVIDED ROADWAY, AND R-126-SERIES FOR TYPICAL LOCATION AND SPACING

SEE ROAD STANDARD PLANS R-113-SERIES FOR TEMPORARY CROSSOVERS FOR

CONTRACT ON TYPE III BARRICADES.

SPECIFICATIONS FOR CONSTRUCTION AND ALL OTHER PROVISIONS IN THE

WARNING LIGHTS SHALL BE PLACED ACCORDING TO THE CURRENT STANDARD

HORIZONTAL BASE OF THE TYPE III BARICADE.

2" PERFORATED SQUARE STEEL TUBES MAY BE USED TO FABRICATE THE

(SPECIAL DETAIL)

NOT TO SCALE

MICHIGAN DEPARTMENT OF TRANSPORTATION

PLAN DATEF.H.W.A. APPROVAL

SHEET

OF

NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.

BUREAU OF DEVELOPMENT STANDARD PLAN

R060J - reflector