road and bridge standard plans - complete book

Road & Bridge Standard Plans

TO ALL HOLDERS OF STANDARD PLANS

This booklet is a compilation of Standard Plans approved by the Michigan Department of Transportation Bureau of Highway Development, and the Federal Highway Administration for use on Bureau of Highway Development projects. Any of the Standard Plans contained herein that are applicable to a specific project shall be so referred to in the project plans and will not be physically attached to those plans. The Standard Plans, when incorporated in project plans by reference, constitute contract documents according to Subsection 101.03 of the Standard Specifications for Construction.

MICHIGAN DEPARTMENT OF TRANSPORTATION

ROAD & BRIDGE STANDARD PLANS

Engineering Manual Preamble

This manual provides guidance to administrative, engineering, and technical staff. Engineering practice requires that professionals use a combination of technical skills and judgment in decision making. Engineering judgment is necessary to allow decisions to account for unique site-specific conditions and considerations to provide high quality products, within budget, and to protect the public health, safety, and welfare. This manual provides the general operational guidelines; however, it is understood that adaptation, adjustments, and deviations are sometimes necessary. Innovation is a key foundational element to advance the state of engineering practice and develop more effective and efficient engineering solutions and materials. As such, it is essential that our engineering manuals provide a vehicle to promote, pilot, or implement technologies or practices that provide efficiencies and quality products, while maintaining the safety, health, and welfare of the public. It is expected when making significant or impactful deviations from the technical information from these guidance materials, that reasonable consultations with experts, technical committees, and/or policy setting bodies occur prior to actions within the timeframes allowed. It is also expected that these consultations will eliminate any potential conflicts of interest, perceived or otherwise. MDOT Leadership is committed to a culture of innovation to optimize engineering solutions.

The National Society of Professional Engineers Code of Ethics for Engineering is founded on six fundamental canons. Those canons are provided below.

Engineers, in the fulfillment of their professional duties, shall:

1. Hold paramount the safety, health, and welfare of the public. 2. Perform Services only in areas of their competence. 3. Issue public statement only in an objective and truthful manner. 4. Act for each employer or client as faithful agents or trustees. 5. Avoid deceptive acts. 6. Conduct themselves honorably, reasonably, ethically and lawfully so as to

enhance the honor, reputation, and usefulness of the profession.

Rick Snyder

GOVERNOR STATE OF MICHIGAN

DEPARTMENT OF TRANSPORTATION LANSING

Kirk K. Steudle DIRECTOR

MURRAY D. VAN WAGONER BUILDING P.O. BOX 30050 LANSING, MICHIGAN 48909 www.michigan.gov (517) 373-2090

LH-LAN-0 (01/03)

August 22, 2017 To: Standard Plan Book Holders: Subject: Standard Plans R-24-E, R-35-D, R-39-J, R-83-C, B-25-K and B-27-A The Michigan Department of Transportation has revised the subject standard plans as follows: Standard Plan R-24-E

Exchanged the labels for sections A-A and B-B. In section A-A, revised the right side, cover diameter from 46 to 20 .

Standard Plan R-35-D Two notes that mention the spillway under laid with geotextile blanket were revised to geotextile liner to match the information in the details. Added text in the note section that liner should cover the entire footprint of the plain riprap. Added a note regarding locating guardrail in relation to a spillway or downspout header.

Standard Plan R-39-J Revised the E3 joint (now a separate detail) by modifying the seal to a depth of polyurethane or polyurethane hybrid joint sealing compound with a closed cell, polyethylene foam rod. Also, eliminated an obsolete note in the note section in regard to neoprene joint seals.

Standard Plan R-83-C In the details, the term undercut was replaced with Bedding, Granular Material Class IIIA. The bedding area was darkened and extended across the full width of the trench. Details A, B, C, & D were broken down into A1 & A2, B1 & B2, C1 & C2, & D1 & D2. In detail A1, the amount of Class III material was reduced, only being required from the top of bedding to the center of pipe. In detail A2, the label Class III was revised and broken down into Class III (metal) and Class IIIA (plastic). In details C & D, the circumference of pipe in 2 of undercut was replaced with 4 minimum of bedding. In the note section, the first three notes were eliminated since they were backfill specs which are in or will be added to the spec book. The note section was moved to sheet five. The reference to the Current Standard Specification in the notes, was revised to Standard Specification. Added an envelope of Class II AA around the geotextile wrapped underdrains in details C1, C2, D1, & D2.

Standard Plan B-25-K Details/scheme added for railing use as a separator with sidewalk or multi use path behind railing. See pages 7 & 8. The non-significant modifications to the railing have a positive or inconsequential effect on the safety and performance of the railing.

Standard Plan B-27-A This is the initial release of the Bridge Railing, 3 Tube with Pickets as a standard plan.

Standard Plan Book Holders Page 2 August 22, 2017 Special Instructions For those choosing to maintain a loose leaf hard copy of the Standard Plans, the following assembly instructions are provided. In addition to removing and replacing the appropriate standard plans with the enclosed revisions; remove Standard Plans R-49-F, R-50-F, R-51-D, R-54-H, R-56-E, R-71-B, R-76-D, R-112-H, and R-127-E (a special detail has superseded these plans). In some cases, it may be necessary to retain the outdated plans until all projects using these superseded plans have been completed.

Questions regarding revisions may be submitted by email to: [email protected] [email protected] Sincerely, Kristin Schuster Engineer of Design Enclosures WKP:vp cc: C. Libiran

W. Pikka V. Zokvic

Kristin SchusterDigitally signed by Kristin Schuster DN: cn=Kristin Schuster, o=Michigan Department of Transportation, ou=Design Division, [email protected], c=US Date: 2017.08.23 13:45:12 -04'00'

Index to Road Standard Plans

August 21, 2017

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE

F.H.W.A. APPROVAL DATE

OR * SPECIAL DETAIL

* R-1-G DRAINAGE STRUCTURES Special Detail R-2-D 4 MANHOLE BASE TYPE 1 9-14-2001 R-3-B 2 PRECAST MANHOLE TEES 12-21-2001 R-4-D 3 MANHOLE BASE TYPE 2 9-14-2001 R-7-F 2 COVER B 9-30-2014 R-8-D 3 COVER C 9-30-2014

R-8X-D 3 COVER CX 9-30-2014 R-9-D 2 COVER D 9-30-2014

R-9X-E 2 COVER DX 9-30-2014 R-10-D 1 COVER E 9-30-2014 R-11-E 1 MONUMENT BOXES 9-30-2014 R-12-E 1 COVER G 9-30-2014 R-14-D 2 COVER J 9-30-2014 R-15-F 3 COVER K 9-30-2014 R-18-F 2 COVER Q 9-30-2014 R-20-D 2 COVER R 9-30-2014

R-20X-D 2 COVER RX 9-30-2014 R-22-E 3 COVER V 9-30-2014 R-23-D 2 COVER W 9-30-2014 R-24-E 2 COVER VG 7-25-2017

R-27-E 2 BRIDGE APPROACH CURB & GUTTER (USING EXISTING CATCH BASIN) 4-26-2007

* R-28-J SIDEWALK RAMP AND DETECTABLE WARNING DETAILS Special Detail

R-29-I 4 DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK 9-30-2014

R-30-G 2 CONCRETE CURB AND CONCRETE CURB & GUTTER 9-30-2014 R-31-F 2 INTEGRAL CURB AND INTEGRAL CURB & GUTTER 1-25-2013

* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS


August 21, 2017

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE


OR * SPECIAL DETAIL

R-32-E 6 APPROACH CURB & GUTTER DOWNSPOUTS (FOR BRIDGE BARRIER ON RURAL HIGHWAYS) 10-27-2004

R-33-F 2 CONCRETE VALLEY GUTTER AND URBAN FREEWAY CURB 10-21-2008

R-35-D 2 CONCRETE SHOULDER GUTTER AND SPILLWAY 7-25-2017 R-37-B 2 ISOLATION JOINT DETAILS 9-10-2010 R-38-C 2 CONCRETE DIVIDER 1-25-2013

R-39-J 5 TRANSVERSE PAVEMENT JOINTS (PLAIN CONCRETE PAVEMENT) 7-25-2017

R-40-H 4 LOAD TRANSFER ASSEMBLIES FOR TRANSVERSE JOINTS 9-10-2010

R-41-H 2 LONGITUDINAL PAVEMENT JOINTS 9-30-2014

R-42-F 6 TYPICAL JOINT LAYOUTS FOR CONCRETE PAVEMENT 1-25-2013

R-43-I 2 LOCATION OF TRANSVERSE JOINTS IN PLAIN CONCRETE PAVEMENT 1-25-2013

R-44-F 6 CONCRETE PAVEMENT REPAIR 9-10-2010

R-45-I 2 PAVEMENT REINFORCEMENT FOR BRIDGE APPROACH 1-25-2013

R-46-D 2 PAVED AND COBBLE DITCHES, & DRAINAGE TREATMENT DETAILS 9-10-2010

* R-49-G CONCRETE BARRIER Special Detail

* R-50-G LIGHT STANDARD FOUNDATION (CONCRETE BARRIER, DOUBLE FACE) Special Detail

* R-51-E SIGN SUPPORT FOUNDATION (CONCRETE BARRIER, DOUBLE FACE) Special Detail

* R-53-A TEMPORARY CONCRETE BARRIER LIMITED DEFLECTION Special Detail

* R-54-I CONCRETE BARRIER, SINGLE FACE Special Detail R-55-G 4 FILLER WALLS AT BRIDGE PIER COLUMNS 9-10-2010 * R-56-F GUARDRAIL MEDIAN OBJECT PROTECTION Special Detail R-59-E 6 GUARDRAIL AT BRIDGES AND EMBANKMENTS 11-14-2003



August 21, 2017

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE


OR * SPECIAL DETAIL

* R-60-J GUARDRAIL, TYPES A, B, BD, T, TD, MGS-8, & MGS-8D Special Detail

* R-61-H GUARDRAIL APPROACH TERMINAL TYPES 1B & 1T (SRT, FLEAT, & X-LITE FLARED) Special Detail

* R-62-H GUARDRAIL APPROACH TERMINAL TYPES 2B & 2T (SKT, ET-PLUS & X-LITE TANGENT-50) Special Detail

* R-63-C GUARDRAIL APPROACH TERMINAL TYPES 3B & 3T Special Detail

* R-66-E GUARDRAIL DEPARTING TERMINAL TYPES B, T, & MGS Special Detail

* R-67-G GUARDRAIL ANCHORAGE, BRIDGE, DETAILS Special Detail R-70-C 10 LOW TENSION 3-CABLE BARRIER 4-26-2007

* R-71-C GUARDRAIL ANCHORAGE, MEDIAN Special Detail

* R-72-D W-BEAM BACKED GUARDRAIL AND GUARDRAIL LONG SPAN INSTALLATIONS Special Detail

* R-73-F GUARDRAIL OVER BOX OR SLAB CULVERTS Special Detail

R-74-D 2 BUMPER & PARKING RAILS, AND MISC. WOOD POSTS 9-14-2001

* R-76-E CONCRETE GLARE SCREEN Special Detail

R-80-E 8 GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS, AND SEWER BULKHEADS

1-25-2013

R-82-D 2 BEDDING AND FILLING AROUND PIPE CULVERTS 11-14-2003 R-83-C 5 UTILITY TRENCHES 7-25-2017 R-85-D 2 OUTLET HEADWALLS 11-17-2005

R-86-E 2 PRECAST CONCRETE END SECTION FOR PIPE CULVERT 1-27-2015

R-88-D 4 STEEL END SECTION 11-17-2005 R-92-C 6 STEEL GRATES FOR END SECTIONS 9-14-2001 R-95-F 7 CULVERT SLOPED END SECTIONS 11-17-2005

R-96-E 6 SOIL EROSION & SEDIMENTATION CONTROL MEASURES 9-10-2010

R-97-C 4 HIGH TENSILE EIGHT WIRE FENCE 9-14-2001 R-98-B 2 CHAIN LINK FENCE (USING TENSION WIRE) 9-14-2001



August 21, 2017

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE


OR * SPECIAL DETAIL

R-100-H 4 SEEDING AND TREE PLANTING 9-30-2014 R-101-B 3 WOVEN WIRE FENCE 9-14-2001

R-102-B 1 INSTALLATION OF WOVEN WIRE FENCE (AT STRUCTURES) 9-14-2001

R-103-C 7 TREATMENT OF PEAT MARSHES 10-21-2008 R-105-D 6 GRADING CROSS-SECTIONS 11-14-2003 R-107-H 7 SUPERELEVATION AND PAVEMENT CROWNS 9-10-2010 R-110-A 3 PAVEMENT SAFETY EDGE 1-27-2015 * R-112-I SHOULDER AND CENTER LINE CORRUGATIONS Special Detail

R-113-C 2 TEMPORARY CROSSOVERS FOR DIVIDED ROADWAYS 10-27-2004

R-121-B 4 TRACK CROSSINGS 9-14-2001 R-122-C 2 RAILROAD CROSSING SIGNALS 9-16-2009

* R-126-I PLACEMENT OF TEMPORARY CONCRETE BARRIER AND TEMPORARY STEEL BARRIER Special Detail

* R-127-F DELINEATOR INSTALLATIONS Special Detail


Note: Former Standard Plans IV-87, IV-89, IV-90, and IV-91 Series, used for building cast-in-place concrete headwalls for elliptical and circular pipe culverts, are now being replaced with plans that detail each specific size. The Municipal Utilities Unit will provide special details for inclusion in construction plans for MDOT projects. To assure prompt delivery, request must be made in advance. Contact Steve Urda 517-373-0745.

Former Standard Plans IV-93 and IV-94 series are being replaced with precast concrete slab & box culverts, as per a frequently used special provision (for slab culverts) and the 2012 Standard Specifications for Construction (for box culverts).

Index to Bridge Standard Plans

August 21, 2017

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE


OR * SPECIAL DETAIL

B-17-D 1 BRIDGE BARRIER RAILING, TYPE 4 10-21-2008 B-20-D 1 BRIDGE BARRIER RAILING, TYPE 5 10-21-2008 B-21-J 4 BRIDGE RAILING, 2 TUBE 5-20-2016

* B-22-E BRIDGE RAILING, THRIE BEAM RETROFIT (R4 TYPE BRIDGE RAILING) Special Detail

* B-23-F BRIDGE RAILING, THRIE BEAM RETROFIT (OPEN PARAPET TYPE BRIDGE RAILING) Special Detail

B-25-K 8 BRIDGE RAILING, AESTHETIC PARAPET TUBE 7-25-2017 B-26-E 8 BRIDGE RAILING, 4 TUBE 5-20-2016 B-27-A 7 BRIDGE RAILING, 3 TUBE WITH PICKETS 11-8-2016

B-32-D 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING OPEN PARAPET 1-25-2013

B-33-D 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING METAL RAILING R4 POST 1-25-2013

B-34-C 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING METAL RAILING R5 OR R9 POST 9-29-2003

B-35-D 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING SOLID PARAPET 1-25-2013

B-37-C 2 FENCING FOR PEDESTRIAN STRUCTURE 2 OR 5 TUBE STEEL RAILING 9-29-2003

B-38-D 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING TYPE 4 & 5 BARRIER 1-25-2013

B-39-C 2 FENCING FOR PEDESTRIAN STRUCTURE NEW TYPE 4 & 5 BARRIER 9-29-2003

B-40-A 3 FENCING FOR BRIDGE RAILING, 4 TUBE 9-29-2003

B-41-C 3 FENCING FOR BRIDGE RAILING, AESTHETIC PARAPET TUBE 10-21-2008

* B-101-G DRAIN CASTING ASSEMBLY DETAILS Special Detail B-102-C 2 STANDARD SLOPE PAVING DETAILS 11-26-2001

B-103-E 1 MOLDING, BEVEL, LIGHT STANDARD ANCHOR BOLT ASSEMBLY AND NAME PLATE DETAILS 10-21-2008


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 DEVELOPMENTR-7-F

1 2

B.L.T.

W.K.P.

3-7-2014

COVER B

FOR USE ON MANHOLES

33" DIAMETER BOLT CIRCLE

FOUR " DIAMETER HOLES ON

A

A

36"

DI

AM

ET

ER

25"

24"

22"

26"

36" DIAMETER

7"

1

"

TOP VIEW OF FRAME

SECTION A - A

9-30-2014


OF

SHEET

PLAN DATEF.H.W.A. APPROVAL


R-7-F2 2

3-7-2014

COVER B

FOR USE ON MANHOLES

SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.

THIS COVER IS DESIGNED TO FIT ON ANY MANHOLE OR ON ANY EXISTING

COAL TAR PITCH VARNISH.

THICKNESS, CLEAN AND NEATLY FINISHED, AND SHALL BE COATED WITH

AND OTHER IMPERFECTIONS. THEY SHALL BE SOUND, TRUE TO FORM AND

THE CASTINGS SHALL BE FREE OF POURING FAULTS, BLOW HOLES, CRACKS

EVEN BEARING ON ITS SEAT TO PREVENT ROCKING OR TILTING.

FRAME SHALL BE GROUND OR MACHINED SO THAT THE LID WILL HAVE AN

THE SEATING FACE OF THE LID AND THE SEAT FOR THE SAME ON THE

METHODS.

ALL CASTINGS SHALL BE CLEANED BY CURRENT APPROVED BLASTING

SPECIFICATION FOR GRAY IRON CASTINGS.

THE CASTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT STANDARD

NOTES:

BB

TOP VIEW OF COVER BOTTOM VIEW OF COVER

SECTION B - B

24" DIAMETER

1

"

"

SECTION B - B

24" DIAMETER

1

"

"

ALTERNATE PROFILES PERMITTED

ALTERNATE PROFILE EXAMPLE

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION


DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 1 3

B.L.T.

W.K.P. R-8-D

COVER C

CONCRETE CURB & GUTTER, DETAIL D

FOR USE WITH

2

"

9

"

8"

23"

17"

SIDE ELEVATION OF FRAME

1"4"

30"

2

"

1

"

7

"

3"

BOSS

1" DIA.

1"

9"

2"

4"

24"

SE

CTIO

N

A -

A

19

"

6"

1"

"

1"

"

12"

12"

36"

DI

AM

ET

ER

1" "6" AA

5"

12" R

FLANGE

FLANGE

CORED HOLES

" DIA.

CORED HOLES

" DIA.

CORED HOLES

" DIA.

FOR DRAINAGE

CENTER OF THE CASTING

SLOPED TOWARD THE

THE FLANGE SHALL BE

THE TOP SURFACE OF

FLANGE

1" R

(TYP.)

BOSS (TYP.)

1" DIA.

PLAN VIEW OF FRAME FR

ON

T

EL

EV

ATIO

N

OF

FR

AM

E

5-15-2014

6"

9-30-2014


OF

SHEET



2 3R-8-D

COVER C


FOR USE WITH

1"

2"

""

1"1"

TYP.TYP.

2"2" 2"

12"

R

"

1"

"

1"

"

2"

9" R

8" R

8" R

9" R

1"

1"

YY

2"

5"

5"

7"

7"

1

"1

"

22

"

1

"1"

1

"1"

B

C

C

5"

1"1"

TYP.

XX

20

"

1"

3"

TYP.

14"

18"

1"

TYP.

1"

PLAN VIEW OF GRATE

HA

LF

FR

ON

T

EL

EV

ATIO

NS

EC

TIO

N

C -

C

1"

" R

" R

" R

SECTION Y - YSECTION X - X

"

SECTION B - B

COVER C ASSEMBLY

FRAME

CURB BOX GRATE

3 BOLTS (SEE NOTES, SHEET 3)

5-15-20149-30-2014

3


OF

SHEET



3R-8-D

COVER C


FOR USE WITH

4

"2

"

6

"

2

"

"

"

"

"

"

24"

4" 4"5" 2"

1"1"1"1""

" 1"

4

"2

"

6

"

"

"

1"

1"

2

"

"

2

"

"

"

1"

"

4"4"1"4"1"" 1"

22"

" 2"

"

5""

1"

1

"

2

"

9

"

"

"1

2"

R

6"

4" 2"

1" 2"2"

30

1"

2

"

12" R

6

"

30

FRONT ELEVATION OF CURB BOXSECTION D - D

PLAN VIEW OF CURB BOX

D

D

WASHERS AND NUT ENDS. (SEE NOTES)

" DIAMETER x 2" GALVANIZED MACHINE BOLTS WITH

BOLT CURB BOX FIRMLY TO FRAME AT FOUNDRY WITH THREE

NOTE:

" R FILLET

ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.

THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON

THE CURB BOX AND BOTH SECTIONS SHALL BE SHIPPED ASSEMBLED.

OF CURB BOX WHEN THESE BOLTS ARE TIGHTENED.

SHALL BE PLACED BETWEEN FRAME AND ENDS OF CURB BOX SO AS BREAKING

OF THE GRATE SEATS IS DONE. GALVANIZED IRON WASHERS AND SHIMS

BOX SHALL BE FIRMLY BOLTED IN PLACE ON THE FRAME BEFORE FINISHING

AND SEATED SO AS TO PROVIDE AN EVEN BEARING THROUGHOUT. THE CURB

THE BEARING SURFACES BETWEEN CURB BOX AND FRAME SHALL BE GROUND





HAVE AN EVEN BEARING ON ITS SEAT TO PREVENT ROCKING OR TILTING.

FRAME AND THE CURB BOX SHALL BE GROUND SO THAT THE GRATE WILL

THE SEATING FACE OF THE GRATE AND THE SEAT FOR THE SAME ON THE

METHODS.




NOTES:

1" R

CORED HOLES

" DIA.

1"

" R FILLET

" R

5-15-2014

4" 4"

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



B.L.T.

W.K.P. R-8X-D

COVER CX

2

"

9

"

8"

23"

17"


1"4"

30"

2

"

1

"

7

"

3"

BOSS

1" DIA.

1"

9"

2"

4"

24"

SE

CTIO

N

A -

A

19

"

6"

1"

"

1"

"

12"

12"

36"

DI

AM

ET

ER

1" "6" AA

5"

12" R

FLANGE

FLANGE

CORED HOLES

" DIA.

CORED HOLES

" DIA.

CORED HOLES

" DIA.

FOR DRAINAGE


SLOPED TOWARD THE

THE FLANGE SHALL BE

THE TOP SURFACE OF

FLANGE

1" R

(TYP.)

BOSS (TYP.)

1" DIA.

PLAN VIEW OF FRAME FR

ON

T

EL

EV

ATIO

N

OF

FR

AM

E

DETAIL D (FREEWAYS ONLY)

FOR USE WITH CONCRETE CURB & GUTTER,

5-15-2014

6"

9-30-2014


OF

SHEET



2 3

1"

2"

""

1"1"

TYP.TYP.

2"2" 2"

12"

R

"

1"

"

1"

"

2"

9" R

8" R

8" R

9" R

1"

1"

2"

7"

7"

1

"1

"

22

"

1

"1"

1

"1"

B

C

C

5"

1"1"

TYP.

20

"

1"

3"

TYP.

14"

18"

1"

TYP.

1"

PLAN VIEW OF GRATE

HA

LF

FR

ON

T

EL

EV

ATIO

NS

EC

TIO

N

C -

C

SECTION B - B

COVER C ASSEMBLY

FRAME

CURB BOX GRATE

3 BOLTS (SEE NOTES, SHEET 3)

R-8X-D

COVER CX



5-15-20149-30-2014

3


OF

SHEET



3

4

"2

"

6

"

2

"

"

"

"

"

"

24"

4" 4"5" 2"

1"1"1"1""

" 1"

4

"2

"

6

"

"

"

1"

1"

2

"

"

2

"

"

"

1"

"

4"4"1"4"1"" 1"

22"

" 2"

"

5""

1"

1

"

2

"

9

"

"

"1

2"

R

6"

4" 2"

1" 2"2"

30

1"

2

"

12" R

6

"

30

FRONT ELEVATION OF CURB BOXSECTION D - D

PLAN VIEW OF CURB BOX

D

D

WASHERS AND NUT ENDS. (SEE NOTES)

" DIAMETER x 2" GALVANIZED MACHINE BOLTS WITH

BOLT CURB BOX FIRMLY TO FRAME AT FOUNDRY WITH THREE

NOTE:

" R FILLET



THE CURB BOX AND BOTH SECTIONS SHALL BE SHIPPED ASSEMBLED.

OF CURB BOX WHEN THESE BOLTS ARE TIGHTENED.

SHALL BE PLACED BETWEEN FRAME AND ENDS OF CURB BOX SO AS BREAKING

OF THE GRATE SEATS IS DONE. GALVANIZED IRON WASHERS AND SHIMS

BOX SHALL BE FIRMLY BOLTED IN PLACE ON THE FRAME BEFORE FINISHING

AND SEATED SO AS TO PROVIDE AN EVEN BEARING THROUGHOUT. THE CURB

THE BEARING SURFACES BETWEEN CURB BOX AND FRAME SHALL BE GROUND








METHODS.




NOTES:

1" R

CORED HOLES

" DIA.

1"

" R FILLET

" R

R-8X-D

COVER CX



5-15-2014

4" 4"

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION


DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENTR-9-D

1 2

B.L.T.

W.K.P.

4-29-2014

COVER D

HA

LF

FR

ON

T

EL

EV

ATIO

NS

EC

TIO

N

B -

B

AA

BB

PLAN VIEW OF FRAME

36" DIAMETER

22"

20"

22

"

36"

"

2

"

8"

HALF SIDE ELEVATION SECTION A - A

STRAIGHT CURB AND CURB & GUTTER

FOR USE WITH

36"

2"

8"

9-30-2014


OF

SHEET



2R-9-D

2

4-29-2014

COVER D










METHODS.




NOTES:

22"

SECTION C - C

"

2" 2"

STRAIGHT CURB AND CURB & GUTTER

FOR USE WITH

1"

" R

" R

" R


"

1"8"

8" R

9" R

8" R

9" R

9" R

8" R

1"

1"C

DD

C

1

"1

"

6

"6

"

6

"6

"

22

"

5"

5"

1"

3

"3

"

YY

1"1"

TYP.TYP.

PLAN VIEW OF GRATE

XX

1"

HA

LF

FR

ON

T

EL

EV

ATIO

NS

EC

TIO

N

D -

D

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION


DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENTR-9X-E

1 2

B.L.T.

W.K.P.

4-29-2014

COVER DX

CONCRETE VALLEY GUTTER (FREEWAYS ONLY)

FOR USE WITH

HA

LF

FR

ON

T

EL

EV

ATIO

NS

EC

TIO

N

B -

B

AA

BB

PLAN VIEW OF FRAME

36" DIAMETER

22"

20"

22

"

36"

"

2

"

8"

HALF SIDE ELEVATION SECTION A - A

36"

2"

8"

9-30-2014


OF

SHEET



2R-9X-E

2

4-29-2014

COVER DX

CONCRETE VALLEY GUTTER (FREEWAYS ONLY)

FOR USE WITH










METHODS.




NOTES:

22"

SECTION C - C

"

2" 2"

1"8"

8" R

9" R

8" R

9" R

9" R

8" R

1"

1"C

DD

C

1

"1

"

6

"6

"

11

"

22

"

1"

3

"3

"

1"1"

TYP.TYP.

PLAN VIEW OF GRATE

1"

HA

LF

FR

ON

T

EL

EV

ATIO

NS

EC

TIO

N

D -

D

11

"

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



1 1

B.L.T.

W.K.P.

COVER E

WHERE NOT SUBJECT TO TRAFFIC

FOR USE ON STRUCTURES IN DITCHES

4-16-2014

26"

1" R

TYP.

5" 5"6" 6"11"

34" DIAMETER

1" R

TYP.

HALF ELEVATION HALF SECTION

SO DESIGNATED ON THE PLANS.

BASIN OR ON ANY EXISTING SIMILAR STRUCTURE WHEN

THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH

ON THE MASONRY WALL.

A MANNER AS TO PROVIDE A FIRM AND UNIFORM BEARING

THE ELEVATION SPECIFIED ON THE PLANS AND IN SUCH

THE CASTING SHALL BE SET IN SOFT MORTAR BED TO


AND NEATLY FINISHED, AND SHALL BE COATED WITH

SHALL BE SOUND, TRUE TO FORM AND THICKNESS, CLEAN

BLOW HOLES, CRACKS AND OTHER IMPERFECTIONS. THEY

THE CASTINGS SHALL BE FREE OF POURING FAULTS,

BLASTING METHODS.

ALL CASTINGS SHALL BE CLEANED BY CURRENT APPROVED

CASTINGS.

CURRENT STANDARD SPECIFICATION FOR GRAY IRON

THE CASTINGS SHALL MEET THE REQUIREMENTS OF THE

NOTES:

5"23"5"

5"

13"

5" 1"1"

10"

2"

4"

2" 2"

1" 1"

" FILLETS

2"

2"1"

1"

1"2"

1"

2"

A

A

A

A

PLAN VIEW

SECTION A-A

1"

1"

7

"

INCLIN

ED

RIB

NO

RM

AL

VIE

W

OF

1"

2"

6"

8

"

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION


DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENTR-11-E

1 1

1

"

2

"

B.L.T.

W.K.P.

MONUMENT BOXES




THE CASTING SHALL BE FREE OF POURING FAULTS, BLOW HOLES, CRACKS,

TILTING.

SO THAT AN EVEN BEARING IS ATTAINED, THUS PREVENTING ROCKING OR

ALL CASTINGS AND THEIR MATCHING SEATS SHALL BE GROUND OR MACHINED

METHODS.


SPECIFICATIONS FOR GRAY IRON CASTINGS.


STANDARD SPECIFICATIONS.

ALL MATERIALS AND WORKMANSHIP SHALL BE ACCORDING TO THE CURRENT

NOTES:

6" DIA.

9" DIA.

1"

9" DIA.

8" DIA.

B

"

"

PICKHOLE

CC

8" DIA.

3"

"

"

6" DIA.

11" DIA.

9" DIA.

8" DIA.

1"

AA

9" DIA. HOLE CIRCLE

FOUR LOCATIONS

" DIA. CORED HOLE

MONUMENT BOX FRAME

B

SECTION B - B

SECTION C - C

PLAN VIEW

PLAN VIEW

MONUMENT BOX RING

SECTION A - A

PLAN VIEW

MONUMENT BOX COVER

10"

4-16-2014

MONUMENT BOX FRAME

DIMENSION TO FIT

BOX FRAME

FIT MONUMENT

DIMENSION TO

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



1 1

B.L.T.

W.K.P.

DESIGNATED ON THE PLANS.

BASIN OR ON ANY EXISTING SIMILAR STRUCTURE WHEN SO

THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH

THE MASONRY WALL.

MANNER AS TO PROVIDE A FIRM AND UNIFORM BEARING ON

ELEVATION SPECIFIED ON THE PLANS AND IN SUCH A

THE CASTING SHALL BE SET IN SOFT MORTAR BED TO THE

PITCH VARNISH.

NEATLY FINISHED, AND SHALL BE COATED WITH COAL TAR

BE SOUND, TRUE TO FORM AND THICKNESS, CLEAN AND

HOLES, CRACKS AND OTHER IMPERFECTIONS. THEY SHALL

THE CASTINGS SHALL BE FREE OF POURING FAULTS, BLOW

BLASTING METHODS.

ALL CASTINGS SHALL BE CLEANED BY CURRENT APPROVED

CASTINGS.

CURRENT STANDARD SPECIFICATION FOR GRAY IRON

THE CASTINGS SHALL MEET THE REQUIREMENTS OF THE

NOTES:

3-13-2014

SUBJECT TO MINOR TRAFFIC

FOR USE IN DITCHES AND AREAS

23"

22"

16" R

1"

4"22"

1" (TYP.)1" (TYP.)1"

4"

16" R

3

"1

"

32" DIAMETER

" R (TYP.)

10

"

22" R

1

"

COVER G

AAB

B

SECTION A - A

PLAN VIEW SECTION B - B

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



1 2

B.L.T.

W.K.P.

COVER J

CONCRETE CURB & GUTTER DETAIL B

FOR USE WITH

8

"

2"

2"

31"

"

13" R

12

"

1

"7

"

5" 7" 17"

36"

15"

12" R

18"

R

24

"

FLANGE

FLANGE

18"

R

FLANGE

15"

15" FROM EDGE OF PAVEMENT

9"

9"

PLAN VIEW OF FRAME

FR

ON

T

EL

EV

ATIO

N

OF

FR

AM

E


A A

4-16-2014

CORED HOLES

" DIA.

CORED HOLES

" DIA.

FOR DRAINAGE.


SLOPED TOWARDS THE

THE FLANGE SHALL BE

THE TOP SURFACE OF

CORED HOLES

" DIA.

"

9-30-2014


OF

SHEET



R-14-D2 2

1"

" R

" R

" R


COVER J

CONCRETE CURB & GUTTER DETAIL B

FOR USE WITH

1"

YY

1"

5"

9" R

8" R

8" R

9" R

1"

XX

1"

TYP.TYP.

B

7"

5"

7"

1

"

B

" R TYP.

" R TYP.

PLAN VIEW OF GRATE

6" 3"

3"

8

"3

"23"

"1"" 1""

SECTION A - A

7"

1

"4

"

1"

4

"1

"4

"

4

"

24

"

1"

1"

"

1

"3

"3

""

22"

FR

ON

T

EL

EV

ATIO

N

OF

GR

AT

E

"

"

1"

"

1

"3

"

8

"

DIMENSION TO FIT FRAME

4"

1" 1" 2"

TYP.TYP.

1"1" 1" 1" 1" 2"

23"

SECTION B - B

4

"

13"

R

1

"

3"

4-16-2014








FRAME SHALL BE GROUND OR MACHINED SO THAT THE GRATE WILL HAVE AN


METHODS.




NOTES:

9-30-2014

"

1"

2"

1 3R-15-F

COVER K

B.L.T.

W.K.P.

4"

7

"

9

"

1"

23"

5" 17"

22

"

12"

1"

"

5"

2"

3"

10" 10"

PAVEMENT EDGE FOR CURB & GUTTER DETAILS C3, C4, F3, & F4

(TYP.)

36" DIAMETER

1" R

CORED HOLES

" DIA.

1"

2

"

4"

2

"8"

CURB ARE IN PLACE.

ADJUST FOR HEIGHT AFTER FORMS FOR

" x 2" GALVANIZED MACHINE BOLTS.

BOLT CURB BOX TO FRAME WITH THREE

NOTE:

6"

2"

FI

LL

ET

S (

TY

P.)

"

R

1

"

DETAILS C, E & F

FOR USE WITH CONCRETE CURB & GUTTER

OF

FR

AM

E

HA

LF

FR

ON

T

EL

EV

ATIO

N

OF

FR

AM

E

SE

CTIO

N

A -

A

1"

"

1"

"

FILLET (TYP.)

" R

1" DIA. BOSS

1

"

2

"

PAVEMENT EDGE FOR CURB & GUTTER DETAILS C5, C6, F5, & F6

"


A

1"

"

A

1"

"

PLAN VIEW OF FRAME


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION


DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT

4-8-2014

36"

9-30-2014

18"

14"

1"

1"

YY

" R

" R

" R

3"

1" 1"

2 3R-15-F

"

1"

2"

TYP.TYP.

"

3"

20

"

1"

1"

12"

R

1" 2"2" 2"

4

"

2"

5"

COVER K

DETAILS C, E & F


4

"

"1"

4

"

"

OF

GR

AT

E

EL

EV

ATIO

N

HA

LF

FR

ON

T

OF

GR

AT

E

SE

CTIO

N

C -

C

9" R

8" R

8" R

9" R

1"

XX

1"

TYP.TYP.

1" R

B

C

C

2"

7"

1

"

5"

7"

1

"

22

"

B

5"

" R TYP.

" R TYP.

TYP.

1

"1"

1

"

1"

PLAN VIEW OF GRATE

"

1"

"

SECTION B - B

"

SECTION X - X SECTION Y - Y


OF

SHEET



4-8-20149-30-2014


OF

SHEET



3 3R-15-F

"

12

"

8

"

23"

8

"

(TYP.)

FRONT VIEW OF CURB BOX

22" 5"

5"

2"

SIDE VIEW

10 (TYP.)

1"

3"

1" R

" R

1

"

1 (TYP.)

COVER K

DETAILS C, E & F


1 (TYP.)1 (TYP.)

2" R

"

" R

1 (TYP.)

1

DIMENSION TO FIT FRAME



THE CURB BOX AND FRAME SHALL BE SHIPPED ASSEMBLED.








METHODS.


SPECIFICATION FOR GRAY IRON OR DUCTILE IRON CASTINGS.


NOTES:

4-8-20149-30-2014

32" DIAMETER BOLT CIRCLE

FOUR " DIAMETER HOLES ON

B.L.T.

21

COVER Q

WHERE VENT HOLES ARE NOT DESIRED

FOR USE ON MANHOLES OR SANITARY SEWERS

W.K.P.

TOP VIEW OF FRAME

FRAME SECTION

3-12-2014

24" INSIDE DIAMETER OF GROOVE

22" DIA.

23" DIA.


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION


DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENTR-18-F

36" DIAMETER

28"

24"

7"

1

"

26"

36"

DI

AM

ET

ER

OPTION

OR PROVIDE REPLACEABLE THREAD

ON DRILL DIMPLES PROVIDED. TYP.

DRILL AND TAP FOR " - 13 BOLTS

9-30-2014

TOP VIEW OF COVER BOTTOM VIEW OF COVER

COVER SECTION

1

"

2

"

26" DIAMETER

21" DIAMETER

1

"

PICKHOLES

(2) CLOSED

2

COVER Q

WHERE VENT HOLES ARE NOT DESIRED

FOR USE ON MANHOLES OR SANITARY SEWERS

2

A NON-LOCKING COVER MAY BE USED WHEN APPROVED BY THE ENGINEER

SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.

THIS COVER IS DESIGNED TO FIT ON ANY MANHOLE OR ON ANY EXISTING






FRAME SHALL BE GROUND OR MACHINED SO THAT THE LID WILL HAVE AN

THE SEATING FACE OF THE LID AND THE SEAT FOR THE SAME ON THE

METHODS.




NOTES:

PICKHOLE DETAIL

2"

1"

"

1"

GROOVE DETAIL

"

"

SEE BOLTING DETAIL

(4) BOLT HOLES

"

1"

BOLTING DETAIL

3-12-2014

RUBBER WASHER

STEEL WASHER AND

" - 13 BOLT WITH

PLACED IN GROOVE

" DIA. NEOPRENE GASKET


OF

SHEET



R-18-F

PICKHOLES ALLOWED

ALTERNATE CLOSED

9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



1 2

B.L.T.

W.K.P.

AA

B

B

24"

FLANGE FLANGE

FLANGEFLANGE"

"

36" DIAMETER

1

"6

"

2

"

8

"

"1"" 1"

23"

"

1"

"

1"

24

"

36"

DI

AM

ET

ER

PLAN VIEW OF FRAME SECTION B - B

SECTION A - A

3-12-2014

COVER R

FOR DRAINAGE.


SLOPED TOWARDS THE

THE FLANGE SHALL BE

THE TOP SURFACE OF

9-30-2014


OF

SHEET



2 2R-20-D3-12-2014

COVER R

2"

" "

2"1"

TYP. TYP.

1"

"

"

24"

"

"

24

"

1" 1"

TYP. TYP.

1" 1"

23"

8"

C

1" 5"

5"

9" R

8" R

8" R

9" R

"

"

1

"3

"7"

1

"3

"7" C

1"

1"

Y Y

XX

PLAN VIEW OF GRATE

SECTION C - C

OF GRATE

FRONT ELEVATION

1"

" R (TYP.)

" R (TYP.)

" R

" R

" R










METHODS.




NOTES:


9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



B.L.T.

W.K.P.

AA

B

B

24"

FLANGE FLANGE

FLANGEFLANGE"

"

36" DIAMETER

1

"6

"

2

"

8

"

"1"" 1"

23"

"

1"

"

1"

24

"

36"

DI

AM

ET

ER

PLAN VIEW OF FRAME SECTION B - B

SECTION A - A

3-12-2014

FOR DRAINAGE.


SLOPED TOWARDS THE

THE FLANGE SHALL BE

THE TOP SURFACE OF

COVER RX

FOR USE ON MANHOLES

R-20X-D9-30-2014


OF

SHEET



2 2

3-12-2014

2"

" "

2"1"

TYP. TYP.

1"

"

"

24"

"

"

24

"

1" 1"

TYP. TYP.

1" 1"

23"

8"

C

1"

9" R

8" R

8" R

9" R

"

"

1

"3

"7"

1

"3

"7" C

1"

1"

PLAN VIEW OF GRATE

SECTION C - C

OF GRATE

FRONT ELEVATION

" R (TYP.)










METHODS.




NOTES:

COVER RX

FOR USE ON MANHOLES

R-20X-D9-30-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



1 3

B.L.T.

W.K.P.

4-30-2014

COVER V

FR

AM

E

CA

ST

MO

NO

LI

THI

CA

LL

Y

THI

S

HA

LF

SH

OW

S

FR

AM

E

CA

ST I

N

TW

O

PI

EC

ES

THI

S

HA

LF

SH

OW

S

B1

B2

B1

B2

A

A

1"2"

1"

30

"

"

20

"

4"IN TWO PIECES)

SIDES OF FRAME WHEN CAST

FOR " DIA. BOLTS (BOTH

(2) " DIA. CORED HOLES

1"

1"

2"

34

"

PLAN OF FRAME

SECTION A - A

TOGETHER WHEN DELIVERED.

IN TWO PIECES SHALL BE TIGHTLY BOLTED

IN TWO PIECES AS SHOWN. FRAMES CAST

FRAME MAY BE CAST MONOLITHICALLY OR

NOTE:

1"

"

1"

"

9-30-2014


OF

SHEET



R-22-E2 3

COVER V

4-30-2014

1"" "12" (TYP)

"

"

"

"

1"

"

48"

46"

45"

8"

8"

12" (TYP)

"

"

"

1"

"

"

48"

46"

45"

22"

(CAST MONOLITHICALLY)

SECTION B1 - B1

1"

(CAST IN TWO PIECES)

SECTION B2 - B2

9-30-2014

3


OF

SHEET



4-30-2014

3R-22-E

COVER V

GRATE MAY BE PROVIDED WITH BOLTING CAPABILITY.



BEARING ON ITS SEAT TO PREVENT ROCKING OR TILTING.

SHALL BE GROUND OR MACHINED SO THAT THE GRATE WILL HAVE AN EVEN

THE SEATING FACE OF GRATE AND THE SEAT FOR THE SAME ON THE FRAME





METHODS.




NOTES:

2"

"

"17"4

22"

4

3

"3

"3

"3

"3

"3

"3

"1

"

"

"

2" R (TYP.)

2"

1"

22

"

"

"

30

5

(TYP.)

" R

SECTION C - CPLAN OF GRATE

SECTION D - D

C

C

D D


1"

9-30-2014

3-10-2014


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



COVER W

R-23-D

8"

""

25"

34

"

2"

"

"

1"

"

"

1"

20

"

A

A

SECTION A - APLAN OF FRAME

ELEVATION

21

B.L.T.

W.K.P.9-30-2014

2


OF

SHEET



3-10-2014 R-23-D

2"

"

"17"4

22"

4

3

"3

"3

"3

"3

"3

"3

"1

"

"

"

2" R (TYP.)

2"

1"

22

"

"

"

30

5

(TYP.)

" R

SECTION B - BPLAN OF GRATE

SECTION C - C

B

B

C C

COVER W


1"

GRATE MAY BE PROVIDED WITH BOLTING CAPABILITY.



BEARING ON ITS SEAT TO PREVENT ROCKING OR TILTING.

SHALL BE GROUND OR MACHINED SO THAT THE GRATE WILL HAVE AN EVEN

THE SEATING FACE OF GRATE AND THE SEAT FOR THE SAME ON THE FRAME





METHODS.




NOTES:

2

9-30-2014

7-25-2017

Bradley C. Wieferich

Digitally signed by Bradley C. Wieferich DN: cn=Bradley C. Wieferich, o=Michigan Department of Transporation, ou=Design Division, [email protected], c=US Date: 2016.12.10 09:46:56 -05'00'

Kimberly Avery

Digitally signed by Kimberly Avery DN: cn=Kimberly Avery, o=MDOT, ou=Bureau of Field Services, [email protected], c=US Date: 2016.12.15 08:58:16 -05'00'

7-25-2017

B.L.T.

W.K.P. 4

AND CONCRETE SIDEWALK

& APPROACHES,

DRIVEWAY OPENINGS

PROPERTY LINE

VA

RI

AB

LE

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


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



* 1.5% (2.0% MAXIMUM) TOWARD STREET

1

7-1-20149-30-2014

4


& APPROACHES,

DRIVEWAY OPENINGS

2

R

0.4 R 0.6 R

W = R - d

WIDTH

DRIVEWAY

d

VA

RI

AB

LE

THICKENED CONCRETE SIDEWALKDRI

VE

WA

Y \

OF TRAFFIC

DIRECTION

FLOW LINE

1"

MI

N.

CU

RB

AA

ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER

FLOW LINE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

OF WEAKNESS JOINT


OF WEAKNESS JOINT


OF WEAKNESS JOINT


GUTTER PAN

CU

RB

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

THI

CK

NE

SS

PA

VE

ME

NT

GUTTER

1"

MI

N.

CU

RB

HEI

GH

T

REINFORCEMENT AS IN ADJACENT CURB & GUTTER

"R"

"R"

B

B

1"

MI

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


OF

SHEET



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

7-1-20149-30-2014


OF

SHEET



4


& APPROACHES,

DRIVEWAY OPENINGS

3

8" OR GREATER

W1.4

W2.9

REINFORCEMENT FOR CONCRETE DRIVEWAYS

LESS THAN 8"

(6" x 6" MESH)

WIRE SIZE

21

42

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

VA

RI

ES

CURB HEIGHT

SIDEWALK TO NORMAL

VARIES FROM ZERO AT

OF GUTTER

BACK EDGE

SIDEWALK ELEVATION

(TO BE USED WITH DETAIL L OR M)

VA

RI

ES

CURB HEIGHT

SIDEWALK TO NORMAL

VARIES FROM ZERO AT

VARIES

DRIV

EWAY

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'

DRIV

EWAY

CONCRETE SIDEWALK

THICKENED

VARIES

"R"

"W"

" EXPANSION JOINT

OTHERWISE SPECIFIED ON THE PLANS.

CURB AND SIDEWALK IS 6" THICK UNLESS

CONCRETE DRIVEWAY APPROACH BETWEEN

2d

OR

10'

MA

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

7-1-20149-30-2014

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


OF

SHEET



4


& APPROACHES,

DRIVEWAY OPENINGS

4

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% MAXIM

UM 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


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



CONCRETE CURB & GUTTER

CONCRETE CURB AND


CONCRETE CURB AND


CONCRETE CURB AND

R-30-G1 2

OR BASE

OF PAVEMENT

THICKNESS

TOTAL CURB HEIGHT AND BATTER ACCORDINGLY

FACE EXPOSURE IS SPECIFIED ON PLANS, VARY

* WHEN OTHER THAN 7" (4" MIN. TO 9" MAX.)

DETAIL

E1

E2

LANE TIES

AS SHOWN

OMITTED

CONCRETE

E4 OMITTED

0.0310

0.0310

0.0477

CURB HEIGHTCYD / LFT

1'-4"

1'-4"

2'-0"

4"

6"

2" R

4"

8"

5"

1'-4"

2'-0"

* 7"

LANE TIE

BOTTOM OF PAVEMENT

2"

M

4" 4"

4

"

9"

7"

10"

1'-3"

2" R

3" R

5"

N

4"

4

"

9"

6"N

5" 1"

M

2" R

2" R

4"

1'-2"

9"

DETAIL

F1

F2

F3

DIMENSION

LANE TIES

AS SHOWN

OMITTED

AS SHOWN

CONCRETE

F4 OMITTED

F5 AS SHOWN

F6 0MITTED

"

"

0.0484

0.0610

0.0737

0.0484

0.0610

0.0737

M N CYD / LFT

1'-6"

1'-6"

2'-0"

2'-0"

2'-6"

2'-6"

1"

1"

1"

1"

DETAIL

C1

C2

C3

DIMENSION

MLANE TIES

AS SHOWN

OMITTED

AS SHOWN

CONCRETE

C4 OMITTED

C5 AS SHOWN

C6 0MITTED

"

"

0.0506

0.0632

0.0757

0.0506

0.0632

0.0757

N CYD / LFT

1"

1"

1"

1"

1'-6"

1'-6"

2'-0"

2'-0"

2'-6"

2'-6"

DETAIL

DIMENSION

MLANE TIES

CONCRETE

N CYD / LFT

B(* 0.0894)(* 0.0855)

(* 0.0855)

CYD / LFT

CONCRETE

(* GUTTER PAN WIDTH MAY BE REDUCED WHEN APPROVED BY THE ENGINEER)

0.0941AS SHOWN

OMITTED

AS SHOWN

LANE TIESCONCRETE

CYD / LFT

0.0900

0.0900

10"

9"

9"

DIMENSION

DETAIL

B1

B2

B3

2'-8" (* 2'-6")

4" 4"

8

"

1'-3

"

3"

1'-2" 1'-6" (* 1'-4")

1

"

5

"

1'-1" R

T

T

4" 4"

DETAIL

D1

D2

D3

DIMENSION

10"

LANE TIES

AS SHOWN

OMITTED

AS SHOWN

CONCRETE

D

0.0788

0.0826

0.0788

CYD / LFT

9"

9"

1'-2"

7"

4" 10" 1'-4"

2'-6"

3"

1'-0"

R

6"

R

1

"

T

4"

T

E

C F

B.L.T.

W.K.P.

INTEGRAL WITH PAVEMENT

OMIT WHEN TIED TO OR CAST

EPOXY COATED #4 BAR



EPOXY COATED #4 BAR



EPOXY COATED #4 BAR



EPOXY COATED #4 BAR



EPOXY COATED #4 BAR

T T

2-6-20149-30-2014


OF

SHEET




CONCRETE CURB AND


CONCRETE CURB AND


CONCRETE CURB AND

R-30-G

ADJACENT TO CONCRETE BASE COURSE; OR ADJACENT TO HMA PAVEMENT:

JOINTS IN CURB OR CURB AND GUTTER NOT TIED TO CONCRETE PAVEMENT;

2 2

1'-1" R

1'-1" R

2"

R

3" R

3" R

2"

R

6"

R

1'-0

" R

1'-0

" R

6"

R

2"

R

2"

R

2" R

2" R

2"

R

2"

R

10'-0"

4'-0" VERTICAL CURVE

1"

CU

RB

HEI

GH

T

JOINT FILLER

1" FIBER

AT

" TOOLED JOINT

JOINTS IN CURB OR CURB AND GUTTER TIED TO JOINTED PAVEMENT

1" FIBER JOINT FILLER CONTRACTION JOINT

A

A

B

B

CONCRETE CURB, CURB AND GUTTER ENDINGS

DETAIL D

B - B

STEEL

18" MAX.

6" MIN.

18" MAX.

6" MIN.STEEL

T

T

T

A - A

B - B

DETAIL B DETAIL C

B - B

A - A A - A A - A

DETAIL E

B - B

A - A

B - B

DETAIL F

ADJACENT CONCRETE PAVEMENT AS SPECIFIED ON STANDARD PLAN R-41-SERIES.

D. A SYMBOL (B) JOINT SHALL BE PLACED BETWEEN CURB OR CURB AND GUTTER AND

IN PAVEMENT.

C. PLACE CONTRACTION JOINTS OPPOSITE ALL TRANSVERSE CONTRACTION JOINTS

B. PLACE " ISOLATION JOINT AT CATCH BASINS PER STANDARD PLAN R-37-SERIES.

IN PAVEMENT.

A. PLACE 1" FIBER JOINT FILLER OPPOSITE ALL TRANSVERSE EXPANSION JOINTS

D. PLACE CONTRACTION JOINTS AT 40' MAXIMUM INTERVALS.

C. PLACE " ISOLATION JOINT AT CATCH BASINS PER STANDARD PLAN R-37-SERIES.

B. PLACE 1" FIBER JOINT FILLER AT SPRING POINTS OF INTERSECTING STREETS.

A. PLACE 1" FIBER JOINT FILLER AT 400' MAXIMUM INTERVALS.

ITEM FOR THE CURB OR CURB AND GUTTER.

ALL JOINTS FOR CURB OR CURB AND GUTTER ARE INCLUDED IN THE PAY

PLAN R-31-SERIES.

WHEN CURB AND GUTTER IS CAST INTEGRALLY, SEE CURRENT STANDARD

FORMING.

OF GUTTER PAN MAY HAVE A MAXIMUM " BATTER TO FACILITATE

SLOPE AS BOTTOM OF PAVEMENT. BACK OF CURB AND VERTICAL EDGE

BOTTOM SLOPE OF CURB AND GUTTER STRUCTURE MAY BE THE SAME

ON THIS STANDARD PLAN.

JOINTS DETAILED ON THE PLANS SHALL SUPERSEDE THOSE SPECIFIED

CURB AND GUTTER.

JOINTS SHALL BE PLACED AT RIGHT ANGLES TO THE EDGE OF CONCRETE

FEET OF THE ADJACENT CURB DETAIL.

CONCRETE CURB AND GUTTER ENDINGS WILL BE PAID FOR IN LINEAR

OF THE GUTTER PAN OR EDGE OF PAVEMENT.

CURB AND GUTTER RADII SHALL BE DIMENSIONED TO THE FRONT EDGE

NOTES:

2-6-20149-30-2014

B.L.T.

W.K.P. 1R-31-F

INTEGRAL CURB & GUTTER

INTEGRAL CURB AND

2

PAVEMENT AREA

PAVEMENT AREA

PAVEMENT AREA

PAVEMENT AREA

(EXPANSION OR CONTRACTION)

SAWED JOINT

BACK OF CURB

A A

APPROX. 8%

APPROX. 8%

APPROX. 8%

APPROX. 8%

TO ACCOMMODATE CURB MACHINE

BACK OF CURB MAY HAVE SLIGHT BATTER







B

B

JOINT TO FACE OF CURB

WIDTH OF CONTRACTION

SECTION A - A

SECTION A - A

SECTION A - A

SECTION A - A

SECTION B - B SECTION B - B

PLAN AT TRANSVERSE JOINT

EXPANSION JOINT CONTRACTION JOINT

INTEGRAL CURB & GUTTER, DETAIL F

INTEGRAL CURB & GUTTER, DETAIL D

INTEGRAL CURB & GUTTER, DETAIL C

INTEGRAL CURB & GUTTER, DETAIL B

MACHINE

FINISHING

ACCOMMODATE

TO

MACHINE

FINISHING

ACCOMMODATE

TO

MACHINE

FINISHING

ACCOMMODATE

TO

MACHINE

FINISHING

ACCOMMODATE

TO

2-8"

2-6"

2-6"

2-6"

1-0" V.C.

1-0" V.C.

1-0" V.C.

1-0" V.C.

FIBER JOINT FILLER

1" PREFORMED

FORMED JOINT

< " SAWED OR


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



10-22-2012

BARS

* DOWELL

* END DOWELL BARS AT V.C. BEFORE GUTTER PAN.

1-25-2013

R-31-F

INTEGRAL CURB & GUTTER

INTEGRAL CURB AND

22

COVER R

COVER R

COVER R

8"

COVER R

CCCOVER R

SECTION C - C

SECTION C - C

SECTION C - C

INTEGRAL CURB & GUTTER, DETAIL F

SECTION C - C

INTEGRAL CURB & GUTTER, DETAIL B

INTEGRAL CURB & GUTTER, DETAIL C

INTEGRAL CURB & GUTTER, DETAIL D

PLAN IN CATCH BASIN AREA

1-2"

9"

1-2"

SEE STANDARD PLAN R-37-SERIES FOR REINFORCING DETAILS


OF

SHEET



10-22-2012

GUTTER ALTERNATE IS USED.

FOR COVERS SPECIFIED ON THE PLANS ONLY WHEN THE INTEGRAL CURB AND

CATCH BASIN "COVER R" OR OTHER APPROVED COVERS SHALL BE SUBSTITUTED

OF CURB.

FIBER FILLER USED FOR PAVEMENT EXPANSION JOINTS SHALL EXTEND TO BACK

STANDARD PLAN.

TRANSVERSE JOINTS IN THE INTEGRAL CURB SHALL BE AS SPECIFIED ON THIS

THE INTEGRAL CURB AND GUTTER ALTERNATE.

MADE FOR THE ADDITIONAL AGGREGATE BASE THAT IS REQUIRED TO CONSTRUCT

THE GRADING SECTION MUST BE WIDENED TO DO SO. NO PAYMENT WILL BE

EXTEND 2-0" BEYOND THE BACK OF INTEGRAL CURB AND GUTTER, EVEN IF

AGGREGATE BASE, WHEN SPECIFIED ON TYPICAL CROSS SECTIONS, SHALL

UNDERLYING CONCRETE.

BARS SPACED AT 1-0" CENTER TO CENTER SHALL BE USED TO TIE CURB AND

AND GUTTER, AND DELAY EXCEEDS 30 MINUTES, EPOXY COATED #4 VERTICAL

WHEN THE CURB PORTION IS POURED SEPARATE FROM THE INTEGRAL PAVEMENT

DETAILS OF CURB FACES ARE SPECIFIED ON STANDARD PLAN R-30-SERIES.

NOTES:

1-25-2013

7-25-2017



Kimberly Avery

Digitally signed by Kimberly Avery DN: cn=Kimberly Avery, o=MDOT, ou=Bureau of Field Services, [email protected], c=US Date: 2016.12.15 08:59:57 -05'00'

7-25-2017

MIN

.

2-0"

18"(TY

P.)

LONGITUDINAL

JOINT *

FOR USE WHEN STRUCTURE IS ON OR NEAR THE JOINT

MULTIPLE STRUCTURES WITHIN SLAB

DIAGONAL BOX OUT OPTION

LANE TIE (TYP.)

FOR SLABS WITH MULTIPLE STRUCTURES INCLUSIVE, REINFORCE THE SLAB

JOINT TO JOINT. IF A BOX OUT OPTION IS USED WITHIN THE SLAB (FOR

CONSTRUCTION PURPOSES), FOLLOW BOX OUT DETAIL WITH REINFORCEMENT.

LONGITUDINAL JOINT

LONGITUDINAL JOINT

16 MAXIMUM WHEN SLAB IS REINFORCED IN A JPCP SECTION

6"

(TY

P.)

12

"

SYMBOL (D) JOINT (TYP.)

SEE STANDARD PLAN R-41-SERIES

(TY

P.)

ADJUST LENGTH OF SLABS WITHIN ONE SLAB LENGTH OF BOX OUT

SUCH THAT SLAB LENGTHS ARE 12 MINIMUM AND 20 MAXIMUM

* IF NECESSARY, ADJUST LONGITUDINAL JOINT LOCATION TO INTERSECT BOX OUT AS APPROVED BY THE ENGINEER.

SYMBOL (D) JOINT (TYP.)



OF

SHEET


DRAWN BY:


ENGINEER OF DEVELOPMENT


ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

B.L.T.

W.K.P. 1 2

5-28-2010 R-37-B

ISOLATION JOINT DETAILS

PAVEMENT REINFORCEMENT

TRANSVERSE CONTRACTION

SYMBOL (Cp) JOINT (TYP.)


9-10-2010

1/2 "

3/4

"

LOW MODULUS HOT-POURED

RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND

1/2 " ISOLATION JOINT

FILLER

DRAINAGE INLET

INTEGRAL CURB

ISOLATION JOINT

CONCRETE PAVEMENT

EDGE OF CASTING

NOT ALIGNED WITH TRANSVERSE JOINT

(FOR USE WITH INTEGRAL CURB)

1/2 " ISOLATION JOINT

NOTES:

NO PLUG OR SLIVER OF CONCRETE SHOULD EXTEND OVER, UNDER,

THROUGH, AROUND, OR BETWEEN SECTIONS OF THE JOINT FILLER.

JOINT FILLER MAY BE HELD IN PLACE BY STAKES IN THE SUBGRADE.

AFTER THE CONCRETE HARDENS, THE TOP OF THE JOINT FILLER MAY

BE RECESSED APPROXIMATELY 3/4 " TO ALLOW SPACE FOR LOW MODULUS

HOT-POURED RUBBER-ASPHALT TYPE JOINT SEALING COMPOUND.


OF

SHEET



2 2

5-28-2010 R-37-B

ISOLATION JOINT DETAILS

1" M

AX

.

OV

ER

HA

NG

(EA

CH

SID

E)

WIRE FABRIC REINFORCEMENT

6"6"

MAX.MAX.

W1

4 O

R D

-14

(N

OM

. D

IA.

= 0

.42

2")

AT

6" (

<

1/4

")

CE

NT

ER

TO

CE

NT

ER

W6 OR D-6 (NOM. DIA. = 0.276")

AT 1-0" (< 1/4 ") CENTER TO CENTER

9-10-2010

B.L.T.

W.K.P. R-38-C

CONCRETE DIVIDER

21

WIDTH AS

ON PLANS

SPECIFIED

3-0"

3-0"

LE

NG

TH

AS

SP

ECI

FI

ED

ON

PL

AN

S

1-0"

MIN.

1-0"

MIN.

OF

TR

AF

FI

C

DI

RE

CTI

ON

OF

TR

AF

FI

C

DI

RE

CTI

ON

SH

AL

L

BE

PL

AC

ED

PE

RP

EN

DI

CU

LA

R

TO

TR

AF

FI

C.

LA

NE

S

FL

OWI

NG I

N

TH

E

SA

ME

DI

RE

CTI

ON

TH

E

CO

RR

UG

ATI

ON

S

WH

EN

TH

E

CO

NC

RE

TE

DI

VI

DE

R I

S

PL

AC

ED

BE

TW

EE

N

TR

AF

FI

C

NO

TE:

8-0"

SP

ACI

NG

TY

PI

CA

L

PA

VE

ME

NT J

OI

NT

S I

N

TH

E

CO

RR

UG

AT

ED

SE

CTI

ON

S.

CO

RR

UG

ATI

ON

SP

ACI

NG

SH

AL

L

BE

ADJ

US

TE

D

TO

AV

OI

D

PL

ACI

NG

NO

TE:

1-0"

R

1-0"

MIN.

MIN.

1-0"

MI

N.

1-0"

AR

E

SH

OW

N

ON

SH

EE

T 2

OF 2

SE

CTI

ON

A-

A

AN

D

SE

CTI

ON

B-

B

NO

TE:

45

).PYT(

2-0"

MI

NI

MU

M

DI

VI

DE

R

MI

NU

S

R=

"

WI

DT

H

OF

SM

OO

TH

SE

CTI

ON

OR

TI

LT

ED

PA

VE

ME

NT

US

ED

ON

SU

PE

RE

LE

VA

TE

D

TR

OU

GH

FO

R

DR

AI

NA

GE

B B

A

A

CO

NC

RE

TE

DIVID

ER

WIT

H

TR

OU

GH

CO

NC

RE

TE

DIVID

ER

AP

PR

OX. 3-0"

DEPTH

PAVEMENT

IN

SU

PE

RE

LE

VA

TI

ON

SP

AC

ED

AT 200

MA

XI

MU

M.

TR

OU

GH

WI

LL

BE

US

ED

AT

A

SM

OO

TH

ME

DI

AN

SE

CTI

ON

NO

TE:

FO

RM

A

RO

UN

DE

D

TR

OU

GH

RA

DI

US

AS

RE

QUI

RE

D

TO

TO

P

OF

SM

OO

TH

SE

CTI

ON

"

"

"

45

).

PYT(

CO

NC

RE

TE

DI

VI

DE

R

WI

DT

H

OF

TR

OU

GH

DE

TAIL

NO

SE

DE

TAIL


OF

SHEET


DRAWN BY:



APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION



7-10-2012

"

1-25-2013

2R-38-C

CONCRETE DIVIDER

2

45

).PYT(

1-0" MIN.1-0" MIN.

HMA SURFACE

TOP OF CORRUGATIONS

TOP OF SMOOTH SECTION

BOTTOM OF CORRUGATIONS

LANE TIES

B JOINT WITHOUT

ADJACENT NEW CONCRETE PAVEMENT

HALF SECTION SHOWING

SECTION B - B

TYPE ITO BE USED IN NEW PAVEMENT AREAS

45

).PYT(

1-0" MIN.1-0" MIN.

TOP OF CORRUGATIONS

TOP OF SMOOTH SECTION

BOTTOM OF CORRUGATIONS

PAVEMENT

EXISTING

SECTION B - B

TYPE IITO BE USED WHERE DIVIDER IS OVER EXISTING PAVEMENT

2

"

MI

N. HMA SURFACEHMA SURFACE

ADJACENT EXISTING PAVEMENT WITH HMA SURFACE

HALF SECTION SHOWING

"

4"

(TYP.)

2-3"

1" R (TYP.)

1"

"

"

SECTION A - A


OF

SHEET



7-10-2012

DIVIDER WHEN PAVEMENT JOINTS DO NOT LINE UP.

AN APPROVED BOND BREAKER SHALL BE USED ON ONE SIDE OF THE

COURSE.

PLANE OF WEAKNESS JOINTS IN ADJACENT CONCRETE PAVEMENT OR BASE

SHALL BE PLACED IN THE DIVIDER IN LINE WITH CONTRACTION OR

CONTRACTION OR PLANE OF WEAKNESS JOINTS WITHOUT LOAD TRANSFER

CONCRETE PAVEMENT.

IN THE DIVIDER IN LINE WITH EXPANSION JOINTS IN THE ADJACENT

1" EXPANSION JOINTS WITHOUT LOAD TRANSFER SHALL BE PLACED

JOINTS IN UNDERLYING PAVEMENT.

THE DIVIDER DIRECTLY ABOVE CONTRACTION OR PLANE OF WEAKNESS

CONTRACTION JOINTS WITHOUT LOAD TRANSFER SHALL BE PLACED IN

CONCRETE PAVEMENT.

THE DIVIDER DIRECTLY ABOVE EXPANSION JOINTS IN THE UNDERLYING

1" EXPANSION JOINTS WITHOUT LOAD TRANSFER SHALL BE PLACED IN

JOINTS IN CONCRETE DIVIDER, TYPE I

JOINTS IN CONCRETE DIVIDER, TYPE II

NEW PAVEMENT

EXISTING PAVEMENT

CONCRETE BASE OR

WIDTH OF CONCRETE DIVIDER AS SPECIFIED ON PLANS

WIDTH OF CORRUGATIONS

"

2% 2%

WIDTH OF CORRUGATIONS

"

2% 2%

WIDTH OF CONCRETE DIVIDER AS SPECIFIED ON PLANS

DO NOT SEAL TRANSVERSE JOINTS IN CONCRETE DIVIDER.

NOTES:

1-25-2013

7-25-2017



Kimberly AveryDigitally signed by Kimberly Avery DN: cn=Kimberly Avery, o=MDOT, ou=Bureau of Field Services, [email protected], c=US Date: 2016.12.15 09:00:41 -05'00'

7-25-2017


OF

SHEET


DRAWN BY:


ENGINEER OF DEVELOPMENT


ENGINEER OF DELIVERY

APPROVED

road and bridge standard plans - complete book

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