road and bridge standard plans - complete book
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Road & Bridge Standard Plans
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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.
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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.
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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.
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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: MDOT-Road-Design-Standards@michigan.gov MDOT-Bridge-Design-Standards@michigan.gov 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=schusterk@michigan.gov, c=US Date: 2017.08.23 13:45:12 -04'00'
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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
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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-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
* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS
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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-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
* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS
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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-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
* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS
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).
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Index to Bridge Standard Plans
August 21, 2017
STANDARD PLAN
NUMBER
NUMBER OF
SHEETS TITLE
F.H.W.A. APPROVAL DATE
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
* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS
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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
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
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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 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
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
2 3R-8-D
COVER C
CONCRETE CURB & GUTTER, DETAIL D
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
3R-8-D
COVER C
CONCRETE CURB & GUTTER, DETAIL D
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
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
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.
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:
1" R
CORED HOLES
" DIA.
1"
" R FILLET
" R
5-15-2014
4" 4"
9-30-2014
-
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 3
B.L.T.
W.K.P. R-8X-D
COVER CX
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
DETAIL D (FREEWAYS ONLY)
FOR USE WITH CONCRETE CURB & GUTTER,
5-15-2014
6"
9-30-2014
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
DETAIL D (FREEWAYS ONLY)
FOR USE WITH CONCRETE CURB & GUTTER,
5-15-20149-30-2014
-
3
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
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
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
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.
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:
1" R
CORED HOLES
" DIA.
1"
" R FILLET
" R
R-8X-D
COVER CX
DETAIL D (FREEWAYS ONLY)
FOR USE WITH CONCRETE CURB & GUTTER,
5-15-2014
4" 4"
9-30-2014
-
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-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
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
2R-9-D
2
4-29-2014
COVER D
ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.
THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON
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
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.
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:
22"
SECTION C - C
"
2" 2"
STRAIGHT CURB AND CURB & GUTTER
FOR USE WITH
1"
" R
" R
" R
SECTION Y - YSECTION X - X
"
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
-
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-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
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
2R-9X-E
2
4-29-2014
COVER DX
CONCRETE VALLEY GUTTER (FREEWAYS ONLY)
FOR USE WITH
ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.
THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON
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
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.
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:
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
-
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-10-D
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
COAL TAR PITCH VARNISH.
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
-
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-11-E
1 1
1
"
2
"
B.L.T.
W.K.P.
MONUMENT BOXES
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 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.
ALL CASTINGS SHALL BE CLEANED BY CURRENT APPROVED BLASTING
SPECIFICATIONS FOR GRAY IRON CASTINGS.
THE CASTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT STANDARD
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
-
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-12-E
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
-
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-14-D
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
SIDE ELEVATION OF FRAME
A A
4-16-2014
CORED HOLES
" DIA.
CORED HOLES
" DIA.
FOR DRAINAGE.
CENTER OF THE CASTING
SLOPED TOWARDS THE
THE FLANGE SHALL BE
THE TOP SURFACE OF
CORED HOLES
" DIA.
"
9-30-2014
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
R-14-D2 2
1"
" R
" R
" R
SECTION Y - YSECTION X - X
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
ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.
THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON
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 GRATE WILL HAVE AN
THE SEATING FACE OF THE GRATE 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:
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
"
SIDE ELEVATION OF FRAME
A
1"
"
A
1"
"
PLAN VIEW OF FRAME
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
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
FOR USE WITH CONCRETE CURB & GUTTER
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
4-8-20149-30-2014
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
FOR USE WITH CONCRETE CURB & GUTTER
1 (TYP.)1 (TYP.)
2" R
"
" R
1 (TYP.)
1
DIMENSION TO FIT FRAME
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 FRAME SHALL BE SHIPPED ASSEMBLED.
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 GRATE WILL HAVE AN
THE SEATING FACE OF THE GRATE AND THE SEAT FOR THE SAME ON THE
METHODS.
ALL CASTINGS SHALL BE CLEANED BY CURRENT APPROVED BLASTING
SPECIFICATION FOR GRAY IRON OR DUCTILE IRON CASTINGS.
THE CASTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT STANDARD
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.
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-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
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:
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
R-18-F
PICKHOLES ALLOWED
ALTERNATE CLOSED
9-30-2014
-
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-20-D
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.
CENTER OF THE CASTING
SLOPED TOWARDS THE
THE FLANGE SHALL BE
THE TOP SURFACE OF
9-30-2014
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.
THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON
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 GRATE WILL HAVE AN
THE SEATING FACE OF THE GRATE 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:
SECTION Y - YSECTION X - X
9-30-2014
-
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 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
FOR DRAINAGE.
CENTER OF THE CASTING
SLOPED TOWARDS THE
THE FLANGE SHALL BE
THE TOP SURFACE OF
COVER RX
FOR USE ON MANHOLES
R-20X-D9-30-2014
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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.)
ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.
THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON
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 GRATE WILL HAVE AN
THE SEATING FACE OF THE GRATE 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:
COVER RX
FOR USE ON MANHOLES
R-20X-D9-30-2014
-
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-22-E
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
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
4-30-2014
3R-22-E
COVER V
GRATE MAY BE PROVIDED WITH BOLTING CAPABILITY.
ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.
THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON
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
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
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:
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
ALTERNATE PROFILES PERMITTED
1"
9-30-2014
-
3-10-2014
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
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
ALTERNATE PROFILES PERMITTED
1"
GRATE MAY BE PROVIDED WITH BOLTING CAPABILITY.
ANY EXISTING SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLANS.
THIS COVER IS DESIGNED TO FIT ON ANY INLET, CATCH BASIN OR ON
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
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
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:
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=wieferichb@michigan.gov, 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=averyk@michigan.gov, 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
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
1
7-1-20149-30-2014
-
4
AND CONCRETE SIDEWALK
& 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
CONTRACTION OR PLANE
OF WEAKNESS JOINT
CONTRACTION OR PLANE
OF WEAKNESS JOINT
CONTRACTION OR PLANE
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
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
7-1-20149-30-2014
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
4
AND CONCRETE SIDEWALK
& 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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
4
AND CONCRETE SIDEWALK
& 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
-
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
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
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
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
T T
2-6-20149-30-2014
-
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
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
TO ACCOMMODATE CURB MACHINE
BACK OF CURB MAY HAVE SLIGHT BATTER
TO ACCOMMODATE CURB MACHINE
BACK OF CURB MAY HAVE SLIGHT BATTER
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
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
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
Bradley C. Wieferich
Digitally signed by Bradley C. Wieferich DN: cn=Bradley C. Wieferich, o=Michigan Department of Transporation, ou=Design Division, email=wieferichb@michigan.gov, c=US Date: 2016.12.10 09:51:10 -05'00'
Kimberly Avery
Digitally signed by Kimberly Avery DN: cn=Kimberly Avery, o=MDOT, ou=Bureau of Field Services, email=averyk@michigan.gov, 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.)
SEE STANDARD PLAN R-41-SERIES
DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVALCHECKED BY:
DRAWN BY:
Michigan Department of Transportation
ENGINEER OF DEVELOPMENT
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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.)
SEE STANDARD PLAN R-39-SERIES
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.
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
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
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
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
Bradley C. Wieferich
Digitally signed by Bradley C. Wieferich DN: cn=Bradley C. Wieferich, o=Michigan Department of Transporation, ou=Design Division, email=wieferichb@michigan.gov, c=US Date: 2016.12.10 09:51:44 -05'00'
Kimberly AveryDigitally signed by Kimberly Avery DN: cn=Kimberly Avery, o=MDOT, ou=Bureau of Field Services, email=averyk@michigan.gov, c=US Date: 2016.12.15 09:00:41 -05'00'
-
7-25-2017
-
7-25-2017
-
7-25-2017
-
7-25-2017
-
DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVALCHECKED BY:
DRAWN BY:
Michigan Department of Transportation
ENGINEER OF DEVELOPMENT
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
ENGINEER OF DELIVERY
APPROVED
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