Exhibit B M59.Cass.Milford.pdf

B.L.T.

W.K.P. 4

AND CONCRETE SIDEWALK

& APPROACHES,

DRIVEWAY OPENINGS

PROPERTY LINE

V A

R I

A B

L E

BACK OF CURB

RIGID STRUCTURE

WALK WIDTH AS SPECIFIED ON PLANS

NOT MORE THAN 36 SFT OR LESS THAN 16 SFT.

INTO SQUARE UNIT AREAS BY MEANS OF CUT JOINTS

INSOFAR AS POSSIBLE, SIDEWALK SHALL BE DIVIDED

(TYP.)

LOCATION OF JOINTS IN CONCRETE SIDEWALK

TYPICAL SIDEWALK JOINT LAYOUTS

OR POINTED PIECES OF CONCRETE.

WITH SIDEWALKS EDGE, TO AVOID NARROW

AS NEAR TO PERPENDICULAR AS POSSIBLE

MONOLITHICALLY WITH JOINT LINES PLACED

SIDEWALK INTERSECTIONS SHALL BE CAST

INTERSECT STRUCTURE AS ILLUSTRATED.

STRUCTURE AND ADJUST JOINT PATTERN TO

SIDEWALK, PLACE EXPANSION MATERIAL AROUND

WHERE A PERMANENT STRUCTURE IS LOCATED IN

•" EXPANSION JOINT

4" SIDEWALK

1" EXPANSION JOINT

50'-0" MAXIMUM EXPANSION JOINT SPACING

50'-0" MAXIMUM EXPANSION JOINT SPACING

4" SIDEWALK

•" EXPANSION JOINT

1" EXPANSION JOINT

PROPERTY LINE.

JOINT SHALL BE PLACED 1'-0" FROM

WHEN DIRECTED BY THE ENGINEER THE

BETWEEN SIDEWALK AND RIGID STRUCTURE.

•" EXPANSION JOINT SHALL BE PLACED

‚" R

4" CONCRETE SIDEWALK

•" EXPANSION JOINTS

* SEE NOTES

R-29-I

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

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

DRAWN BY:

Michigan Department of Transportation

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT

* 1.5% (2.0% MAXIMUM) TOWARD STREET

7-1-20149-30-2014

AND CONCRETE SIDEWALK

& APPROACHES,

DRIVEWAY OPENINGS

R

0.4 R 0.6 R

W = R - d

WIDTH

DRIVEWAY

d

V A

R I

A B

L E

THICKENED CONCRETE SIDEWALKD

R I

V E

W A

Y

OF TRAFFIC

DIRECTION

FLOW LINE

M I

N

C U

R B

AA

ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER

FLOW LINE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

GUTTER PAN

C U

R B

A

PAN

GUTTER

A

ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER

OR AS DIRECTED BY THE ENGINEER

RADIUS AS SPECIFIED ON PLANS

PLANE OF WEAKNESS JOINT

FLOW LINE

T H I

C K

N E

S S

P A

V E

M E

N T

GUTTER

M I

N

C U

R B

H E I

G H

T

REINFORCEMENT AS IN ADJACENT CURB & GUTTER

"R"

"R"

B

B

M I

N

GUTTER

CONCRETE DRIVEWAY OPENING LAYOUT

CONCRETE DRIVEWAY OPENING, DETAIL L

CONCRETE DRIVEWAY OPENING, DETAIL M

SECTION B - BSECTION A - A

SECTION A - A

AND PARADES ON OR OVER HIGHWAYS".

"ADMINISTRATIVE RULES REGULATING DRIVEWAYS, BANNERS

THE "R" DIMENSION IS SPECIFIED IN THE PUBLICATION

( R - d ) SHALL NOT BE LESS THAN DRIVEWAY WIDTH.

W = MINIMUM WIDTH OF THICKENED CONCRETE SIDEWALK.

NOTE:

•" EXPANSION JOINT

1'-6" + CURB & GUTTER

** 1'-6"** 1'-6"

** TO FRONT EDGE OF GUTTER PAN

R-29-I

(18" LONG) AT 24" CENTERS

*** EPOXY COATED #5 BARS

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

WITH THE LONGITUDINAL LANE TIES.

#5 BARS IN CONCRETE DRIVEWAYS SHALL BE ADJUSTED TO AVOID CONFLICT

BE CONTINUOUS THROUGH THE DRIVEWAY OPENING AND THE SPACING OF THE

FOR ROADWAYS WITH CONCRETE PAVEMENTS, LONGITUDINAL LANE TIES WILL

NOTE:

CONCRETE PAVEMENT)

NOT TIED TO

(FOR CURB & GUTTER

1" EXPANSION JOINT

CONCRETE PAVEMENT)

NOT TIED TO

(FOR CURB & GUTTER

1" EXPANSION JOINT

IN STAGES.

JOINT IF THEY ARE POURED

MONOLITHICALLY OR SYMBOL "B"

AND CURB ARE POURED

*** USE "W" JOINT IF THE DRIVEWAY

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

AND CONCRETE SIDEWALK

& APPROACHES,

DRIVEWAY OPENINGS

8" OR GREATER

W1.4

W2.9

REINFORCEMENT FOR CONCRETE DRIVEWAYS

LESS THAN 8"

(6" x 6" MESH)

WIRE SIZE

EXPANSION JOINT

1" TRANSVERSE

COMMERCIAL DRIVEWAYS

ADDED AT ALLEYS AND

EXTRA WIDTH TO BE

5'-0"

COMMERCIAL DRIVEWAYS

ADDED AT ALLEYS AND

EXTRA WIDTH TO BE

5'-0""W"

PLANE OF WEAKNESS JOINT

EXPANSION JOINT

1" TRANSVERSE

4" CONCRETE SIDEWALK 4" CONCRETE SIDEWALK

THE PLANS (4" MIN.)

SUBBASE WHEN SPECIFIED ON

THICKENED CONCRETE SIDEWALK THICKNESS IS 6" MIN.

WHEN HMA DRIVEWAY APPROACH IS SPECIFIED, THE

THE THICKNESS OF THE CONCRETE DRIVEWAY APPROACH.

THICKENED CONCRETE SIDEWALK THICKNESS IS EQUAL TO

WHEN CONCRETE DRIVEWAY APPROACH IS SPECIFIED, THE

THICKENED CONCRETE SIDEWALK

V A

R I

E S

CURB HEIGHT

SIDEWALK TO NORMAL

VARIES FROM ZERO AT

OF GUTTER

BACK EDGE

SIDEWALK ELEVATION

(TO BE USED WITH DETAIL L OR M)

V A

R I

E S

CURB HEIGHT

SIDEWALK TO NORMAL

VARIES FROM ZERO AT

VARIES

DRI

VEWAY

CONCRETE SIDEWALK

THICKENED

OF GUTTER

BACK EDGE

SIDEWALK ELEVATION

(TO BE USED WITH DETAIL L)

NOTES:

"W"

"R"

CONCRETE DRIVEWAY APPROACH

DRIVEWAY APPROACH QUANTITY.

MONOLITHIC CURB IS INCLUDED IN THE CONCRETE

SEE CHART ON THIS SHEET.

ON THE PLANS. WHEN REINFORCEMENT IS SPECIFIED,

REINFORCEMENT IS NOT REQUIRED UNLESS SPECIFIED

HMA DRIVEWAY APPROACH

HMA SURFACE

ON STANDARD PLAN R-37-SERIES

USE WIRE FABRIC REINFORCEMENT SPECIFIED

THICKNESS

CONCRETE DRIVEWAY

10' 10' 10' 10'

MAX. MAX. MAX. MAX.

2' 2'

DRI

VEWAY

CONCRETE SIDEWALK

THICKENED

VARIES

"R"

"W"

•" EXPANSION JOINT

OTHERWISE SPECIFIED ON THE PLANS.

CURB AND SIDEWALK IS 6" THICK UNLESS

CONCRETE DRIVEWAY APPROACH BETWEEN

d

O R

M A

X

R-29-I

(LBS/100 SFT)

AVERAGE WEIGHT

THE ENGINEER.

JOINT LAYOUT IS AS INDICATED OR AS DIRECTED BY

ANY COINCIDING TRANSVERSE PAVEMENT JOINTS,

ADJUST DRIVEWAY JOINTS AS NEEDED TO ALIGN WITH

W

W WW

W W

INTERMEDIATE DRIVEWAY JOINT DETAILS

FOR CURB AND GUTTER DETAILS, SEE STANDARD PLAN R-30-SERIES.

USING THE DRIVE SHOULD BE CONSIDERED.

WHEN SETTING GRADES FOR COMMERCIAL DRIVES, THE TYPES OF VEHICLES

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

AND CONCRETE SIDEWALK

& APPROACHES,

DRIVEWAY OPENINGS

DESIGN G-680-SERIES, COMMERCIAL DRIVEWAYS.

DRIVEWAYS, BANNERS, AND PARADES ON OR OVER HIGHWAYS" AND GEOMETRIC

FOR DRIVEWAY DESIGN REFER ALSO TO "ADMINISTRATIVE RULES REGULATING

NOTES:

SIDEWALKDRIVEWAY APPROACH

COMMERCIAL DRIVEWAY PROFILE FOR MAJOR TRAFFIC GENERATORS

GUTTER

CURB &

ROADWAY DRIVEWAY

MAXIMUM GRADE 1.5% MAXIMUM GRADE 4%

MAXIMUM GRADE 8%

LOW VOLUME COMMERCIAL OR RESIDENTIAL DRIVEWAY SLOPES

8% MAXIMUM SLOPE SIDEWALK

APPROXIMATELY 10'

AT 10' INTERVALS (CREST)

8% MAXIMUM CHANGE IN SLOPE

AT 10' INTERVALS (SAG)

12% MAXIMUM CHANGE IN SLOPE

10% MAXIMUM SLOPE

* SEE NOTES

R-29-I7-1-2014

* 2.0% MAXIMUM SLOPE

TO BE LESS THAN 1.5%, LONGITUDINAL DRAINAGE MUST BE PROVIDED.

ORDER TO MEET SITE CONDITIONS, IF THE TRANSVERSE SLOPE IS REQUIRED

TRANSVERSE SIDEWALK SLOPES ARE TYPICALLY 1.5% (2.0% MAXIMUM). IN

9-30-2014