RIDOT_Standard_Detail_Drawings.pdf
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- RFI27006871
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- Providence County, Rhode Island
About this file
This document is the Rhode Island Standard Details Index from the Rhode Island Department of Transportation (RIDOT), serving as a comprehensive technical reference guide for standardized construction drawings and specifications used across state transportation infrastructure projects. The index catalogs over 200 detailed drawing standards covering drainage systems, culverts, manholes, catch basins, curbing, sidewalks, traffic control devices, lighting installations, guardrails, barriers, fencing, and landscaping elements. Each standard detail is assigned a specific identification number and includes revision dates, with many details originally issued in June 1998 and subsequently updated through January 2025. The standards encompass both precast concrete and brick/solid block construction methods, provide dimensional specifications and reinforcement requirements, and reference compliance with the Rhode Island Standard Specifications sections. The document includes detailed technical drawings with cross-sections, plans, and elevation views for implementation by contractors and engineers on RIDOT projects.
The Rhode Island Standard Details serve as mandatory technical guides for all state transportation construction projects, establishing uniform specifications that ensure consistency, quality, and compliance across infrastructure improvements. These standards address design elements from subsurface drainage and structural foundations through surface-level features including pavement markings and erosion control measures. The standards accommodate various project conditions and site constraints, with alternatives provided for different scenarios such as limited right-of-way areas, varying traffic speeds, and different soil or geological conditions. All materials specifications, reinforcement details, and construction methods referenced in the standards correlate directly with the Rhode Island Standard Specifications, ensuring seamless integration between the detailed drawings and comprehensive construction requirements. The continuously updated nature of these standards, with revisions tracked throughout the document, reflects RIDOT's commitment to maintaining current best practices and incorporating technological and methodological improvements into state transportation infrastructure development.
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RHODE ISLAND
STANDARD DETAILS
RHODE ISLAND STANDARD DETAILS
INDEX
Detail No. Date Title i February 24, 2025
1.1.0 6/98 Underdrain
1.2.0 6/98 Combination Drain
1.3.0 6/98 Concrete Connecting Collar
2.1.0 6/98 Concrete Headwalls for Pipe Culverts
2.2.0A 6/98 Standard Headwalls for Multiple 3’-6” to 7’-0” Pipe Culverts (Sheet 1 of 2)
2.2.0B 6/98 Standard Headwalls for Multiple 3’-6” to 7’-0” Pipe Culverts (Sheet 2 of 2)
2.3.0 6/98 Precast Concrete Flared End Section
3.1.0 No Standard Assigned
3.2.0 6/98 Brick/Solid Block 4’-0” Round Manhole
3.2.1 6/98 Brick/Solid Block 5’-0” or 6’-0” Round Manhole
3.2.2 6/98 Solid Block Shallow 4’-0” or 5’-0” Round Manhole
3.3.0 6/98 Brick/Solid Block Type “D” Square Catch Basin
3.3.1 6/98 Brick/Solid Block Driveway Basin and Gutter Inlet
3.3.2 6/98 Brick/Solid Block Type “F” Square Catch Basin
3.3.3 6/98 Solid Block Flush Square Catch Basin
3.3.4 6/98 Brick/Solid Block Double Grate Catch Basin Grate Parallel to Edge of Pavement
3.3.5 6/98 Brick/Solid Block Double Grate Catch Basin Grate Perpendicular to Edge of Pavement
3.3.6A 6/98 High Capacity Inlet (Sheet 1 of 2)
3.3.6B 6/98 High Capacity Inlet (Sheet 2 of 2)
3.4.0 3/05 R1 Brick/Solid Block Type “D” Round Catch Basin
3.4.1 3/05 R1 Brick/Solid Block Round Catch Basin with Gutter Inlet
3.4.2 3/05 R1 Brick/Solid Block Type “F” Round Catch Basin
Detail No. Date Title ii February 24, 2025
3.4.3 3/05 R1 Brick/Solid Block Type “R” Catch Basin
3.4.4 3/05 R1 Solid Block Flush Round Catch Basin
3.4.5 3/05 R1 Brick/Solid Block 5’-0” or 6’-0” Round Catch Basin
3.5.0 6/98 Solid Block Shallow Type “F” Square Catch Basin (Pipe Cover 1’-6” to 3’-0”)
3.5.1 6/98 Solid Block Shallow 5’-0” or 6’-0” Square Catch Basin (Pipe Cover 1’-6” to 3’-0”)
3.5.2 6/98 Solid Block Shallow Double Grate Catch Basin Grate Parallel to Curb
3.5.3 6/98 Solid Block Shallow Double Grate Catch Basin Grate Parallel to Edge of Pavement
3.5.4 6/98 Solid Block Shallow Double Grate Catch Basin Grate Perpendicular to Curb
3.5.5 6/98 Solid Block Shallow Double Grate Catch Basin Grate Perpendicular to Edge of Pavement
3.6.0 6/98 Brick/Solid Block Drop Inlet
3.7.0 6/98 Brick/Solid Block Round Manhole or Catch Basin Depth Greater than 12’-0”
4.1.0 No Standard Assigned
4.2.0 6/98 Precast 4’-0” Round Manhole
4.2.1 6/98 Precast 5’-0” Round Manhole
4.2.2 6/98 Precast 6’-0” Round Manhole
4.3.0 6/98 Precast 4’-0” or 6’-0” Square Manhole or Catch Basin
4.4.0 6/98 Precast 4’-0”, 5’-0” or 6’-0” Round Catch Basin
4.5.0 6/98 Precast Concrete Drop Inlet
4.5.1 6/98 Precast Concrete Drop Inlet Lateral Outlet
4.5.2 6/98 Precast Concrete Drop Inlet Longitudinal Outlet
Detail No. Date Title iii February 24, 2025
4.6.0 6/98 Concrete Cover for Shallow 4’-0” Round Manholes
4.6.1 6/98 Concrete Cover for Shallow 5’-0” Round Manholes
4.7.0 6/98 Top Cover for 4’-0” or 6’-0” Square Catch Basins and Manholes
4.7.1 6/98 Top Cover Monolithic with Riser Section for 4’-0” or 6’-0” Square Catch Basins and Manholes
4.7.2 6/98 Alternate Top Cover for Round Precast Manholes and Catch Basins
4.8.0 6/98 Concrete Cover for Shallow Type “F” Square Catch Basins
4.8.1 6/98 Concrete Cover for Shallow Double Grate Catch Basins with Curb
4.8.2 6/98 Concrete Cover for Shallow Double Grate Catch Basins without Curb
4.8.3 6/98 Concrete Cover for Shallow 5’-0” Square Catch Basins
4.8.4 6/98 Concrete Cover for Shallow 6’-0” Square Catch Basins
5.1.0 6/98 Precast Concrete Sump for Round Catch Basins (Wet Areas)
5.2.0 6/98 Round Manholes and Catch Basins Maximum Pipe Size Standard
5.3.0 6/98 Catch Basin and Manhole Step
5.4.0 6/98 Concrete Collars
6.1.0 6/98 Light-Duty Square Frame and Round Cover
6.1.1 6/98 Heavy-Duty Square Frame and Round Cover
6.2.0 6/98 Round Frame and Cover Light-Duty
6.2.1 6/98 Heavy-Duty Round Frame and Cover
6.3.0 6/98 Square Frame and Grate
6.3.1 7/06 R1 Square Frame and Grate
6.3.2 7/06 R1 Square Frame and Grate (Bicycle Safe)
6.3.3 6/98 High Capacity Frame and Grate
6.3.4 6/98 High Capacity Frame and Grate (Bicycle Safe)
Detail No. Date Title iv February 24, 2025
6.4.0 6/98 Round Frame and Grate
6.4.1 4/13 Round Area Frame and Grate
7.1.0 3/05 R1 Precast Concrete Curb
7.1.1 6/10 R2 3’-0” Precast Concrete Transition Curb
7.1.2 3/05 R1 6’-0” Precast Concrete Transition Curb
7.1.3 3/05 R1 Precast Concrete Wheelchair Ramp Transition Curb
7.1.3A 9/12 High Side Transition Curb Length
7.1.4 3/05 R1 Precast Concrete 2’-0” Radius Corner
7.1.5 3/05 R1 Precast Concrete Inlet Stone (for Square Catch Basin)
7.1.6 3/05 R1 Precast Concrete Inlet Stone (for Round Catch Basin)
7.1.7 3/05 R1 Precast Concrete Apron Stone (for Square Catch Basin)
7.1.8 3/05 R1 Precast Concrete Apron Stone (for Round Catch Basin)
7.1.9 9/12 R1 Precast Concrete Ramp Stone
7.2.0 3/05 R1 Precast Concrete Sloped Face Curb
7.2.1 3/05 R1 Precast Concrete Sloped Face Transition Curb
7.2.2 3/05 R1 Precast Concrete Transition Curb (Vertical Face to Sloped Face)
7.2.3 6/98 Precast Concrete Lot Curb
7.2.4 3/05 R1 Precast Concrete Car Stops
7.3.0 9/12 R2 Granite Curb
7.3.1 9/12 R3 3’-0” Granite Transition Curb
7.3.2 9/12 R2 6’-0” Granite Transition Curb
7.3.3 9/12 R2 Granite Wheelchair Ramp Transition Curb
7.3.4 9/12 R2 Granite 2’-0” Radius Corner
7.3.5 9/12 R2 Granite Inlet Stone (for Square Catch Basin)
Detail No. Date Title v February 24, 2025
7.3.6 9/12 R2 Granite Inlet Stone (for Round Catch Basin)
7.3.7 9/12 R2 Granite Apron Stone (for Square Catch Basin)
7.3.8 9/12 R2 Granite Apron Stone (for Round Catch Basin)
7.3.9 9/12 R2 Granite Ramp Stone
7.4.0 3/05 R1 Granite Sloped Face Curb
7.4.1 3/05 R1 Granite Sloped Face Transition Curb
7.4.2 3/05 R1 Granite Transition Curb (Vertical Face to Sloped Face)
7.5.0 3/05 R1 Bituminous Concrete Lip Curb
7.5.1
7.6.0
7.7.0
8.1.0
8.2.0
1/25 R2 Asphalt Berm
1/25 R2 Curb Setting Detail
3/14 Granite Truck Apron Stone
6/98 Seeded Ditch
1/25 R1 PPaved Ditch
8.3.0 6/98 Rip-Rap Ditch
8.4.0 6/98 Paved Waterway
9.1.0 6/98 Baled Hay Erosion Check
9.2.0 6/98 Silt Fence Detail
9.3.0 6/98 Baled Hay Erosion Check and Silt Fence Combined
9.4.0 6/98 Baled Hay Ditch and Swale Erosion Check
9.5.0 6/98 Log and Hay Check Dam
9.6.0 6/98 Sand Bag Erosion Check
9.7.0 6/98 Dewatering Basin
9.8.0 6/98 Baled Hay Catch Basin Inlet Protection
9.9.0 6/98 Construction Access
Detail No. Date Title vi February 24, 2025
10.1.0 6/98 Wet Stone Masonry Retaining Wall
10.2.0 6/98 Rubble Masonry Wall
10.3.0 6/98 Concrete Retaining Wall
10.4.0 6/98 Stone Masonry Steps
11.1.0 No Standard Assigned
12.1.0 No Standard Assigned
13.1.0 No Standard Assigned
14.1.0 6/98 Concrete Highway Bound
14.2.0 6/98 Granite Highway Bound
14.3.0 6/98 Highway Bound Set in Concealed Ledge
14.4.0 6/98 Reinforced Concrete Precise Level Monument
14.4.1 6/98 Standard Bench Mark Heads
14.4.2 6/98 Standard Marker Triangulation Station
14.4.3 6/98 Geodetic Survey Disk
14.5.0 6/98 Survey Wedge
14.5.1 6/98 Survey Stake
15.1.0 6/10 R1 Post and Mounting for Rural Mailbox
15.1.1 6/10 Setting and Mounting Dimensions for Rural Mailbox
15.2.0 6/10 R1 Post and Multiple Mountings for Rural Mailboxes
16.1.0 No Standard Assigned
17.1.0 6/98 Traffic Monitoring Station Single Junction Box Wood Post Detail
17.1.1 6/98 Traffic Monitoring Station Double Junction Box Wood Post Detail
17.2.0 6/98 Traffic Monitoring Station Portable Computer Cable
17.3.0 6/98 Traffic Monitoring Station Pole Mounted Cabinet
Detail No. Date Title vii February 24, 2025
17.3.1 6/98 Traffic Monitoring Station Type “H” Cabinet Post Mounted Installation
17.3.2 6/98 Traffic Monitoring Station Type “H” Cabinet – Electrical Service
17.4.0 6/98 Traffic Monitoring Station Controller Cabinet Ground Mounted Installation
17.4.1 6/98 Traffic Monitoring Station Controller Cabinet Wiring Details – Interior
17.5.0 6/98 Traffic Monitoring Station Power Outlet Box
17.6.0 6/98 Traffic Monitoring Station Flexible Conduit Installation
17.7.0 6/98 Traffic Monitoring Station Loop Wire Layout for Directional Counting
17.7.1 6/98 Traffic Monitoring Station Loop Wire Layout for Multiple Lanes in the Same Direction
17.7.2 6/98 Traffic Monitoring Station Axle Sensor and Loop Layout
17.7.3 6/98 Traffic Monitoring Station Loop Dimensions
17.7.4 6/98 Traffic Monitoring Station Loop Wire Installation
17.7.5 6/98 Traffic Monitoring Station Sawcut Cross-Section with a Pavement Overlay
17.7.6 6/98 Traffic Monitoring Station Sawcut Cross-Section without a Pavement Overlay
18.1.0 6/08 R1 Concrete Light Standard Base
18.1.1 6/08 Breakaway Support Couplings for Light Standards
18.2.0 11/13 R3 Precast Type “A” Handhole
18.2.1 5/11 R3 Precast Type “H” Heavy-Duty Handhole
18.2.2 5/11 R3 Precast Type “B” Heavy-Duty Handhole
18.3.0 6/08 R1 Aluminum Lighting Standards
18.3.1 6/08 R1 Aluminum Pole – Grounding Detail
18.3.2 6/08 R1 Typical Luminaire – Wiring Diagram
18.3.3 No Standard Assigned
18.3.4 6/98 Breakaway Support Couplings for Light Standards
18.3.5 6/08 R1 Recessed Bolt Couplings for Light Standards
Detail No. Date Title viii February 24, 2025
18.3.6 6/08 Typical Wiring Diagrams
18.3.7 6/08 Underpass Lighting Detail
18.4.0 6/08 R1 Service Pedestal
18.4.1 6/08 R1 Service Pedestal – Grounding Detail
18.4.2 6/08 R1 Service Pedestal 240/480 Volts – 3W
18.4.3 6/08 R1 Service Pedestal 240/480 Volts – 3W
18.4.4 6/08 R1 Service Pedestal 120/240 or 120/208 Volts – 3W
18.4.5 6/08 R1 Service Pedestal 120/240 or 120/208 Volts – 3W
18.4.6 6/08 Service Pedestal Foundation
18.5.0 6/98 Phase-Neutral Connector Kit
18.6.0 6/08 R1 Trench Detail for Conduit in Existing Roadway
18.6.1 6/08 Light Conduit – Road/Ramp Crossing
18.6.2 6/08 Expansion Joints
18.6.3 6/08 Pullboxes – Type “V” and Type “W”
18.7.0 6/08 R1 Riser Pole Detail
19.1.0 6/98 Ground Mounted Controller Installation
19.1.1 6/98 Pole Mounted Controller Installation
19.2.0 5/19 R1 Steel Mast Arm
19.3.0 6/98 Steel Span Pole
19.4.0 6/98 Aluminum Pedestal
19.5.0A 5/19 Mast Arm Foundation – Details
19.5.0B 5/19 Mast Arm Foundation – Design Tables
19.5.0C 5/19 Mast Arm Foundation – Notes
19.5.1 6/98 Ornamental Mast Arm Foundation
Detail No. Date Title ix February 24, 2025
19.6.0A 6/98 Inductance Loop Vehicle Detector Installation Details (Sheet 1 of 2)
19.6.0B 6/98 Inductance Loop Vehicle Detector Installation Details (Sheet 2 of 2)
20.1.0 6/98 Pavement Markings – Arrows and Only
20.2.0 6/98 Bi-Directional Control Device
20.3.0 2/18 Pavement Markings – Crosswalks and Stop Lines
20.4.0 2/18 Pavement Markings – Yield Line
21.1.0 No Standard Assigned
22.1.0 No Standard Assigned
23.1.0 No Standard Assigned
24.1.0 6/98 Sign Post Selection and Installation Details Square Post (Signs up to 8’-0” W x 4’-0” H)
24.2.0 6/98 Sign Post Selection and Installation Details U-Channel Post (Signs up to 8’-0” W x 4’-0”H)
24.3.0 6/98 Construction and Temporary Sign Mountings (Signs up to 60 Sq. Ft.)
24.4.0 6/98 Cantilever Breakaway Sign Support for 4’-0” to 5’-0” Sidewalks
24.5.0 No Detail Assigned
24.6.0 6/98 Parking Sign Mounting Detail
24.6.1 6/98 Street Sign Mounting Detail
24.6.2 6/98 Mile Marker Mounting Detail
24.6.3 6/98 Lightweight Steel Delineator Mounting Detail
24.6.4 6/98 Bridge Abutment Marker Mounting Detail
25.1.0 6/98 Temporary Construction Sign Cover Detail
25.2.0 5/11 R1 Box Form
26.1.0 3/05 R1 Fluorescent Traffic Cone
Detail No. Date Title x February 24, 2025
26.2.0 3/05 R1 Polyethylene Drum with Markings
26.3.0 3/05 R1 PVC Plastic Pipe Type III Barricade
26.3.1 3/05 R1 Plastic Pipe Type III Barricade
27.1.0 6/98 Regulatory Signs
27.1.1 6/98 Traffic Fines In Work Zone Regulatory Sign
28.1.0 6/98 Warning Signs
29.1.0 6/98 Construction Signs
29.1.1 6/98 Field Office Identification Sign
29.1.2 9/24 Project Information Sign
29.2.0 6/98 Guide Signs
30.1.0 6/98 Sign Location Details (Signs 6’-0”W x 4’-0”H and Greater)
30.1.1 6/98 Post Selection Table for Breakaway Signs (Signs 6’-0”W x 4’-0”H and Greater)
30.2.0 6/98 Foundation Details (Signs 6’-0”W x 4’-0”H and Greater)
30.2.1 6/98 Foundation Modification for Retrofit (Signs 6’-0”W x 4’-0”H and Greater)
30.3.0 6/98 Sign Panel Details (Signs 6’-0”W x 4’-0”H and Greater)
30.3.1 6/98 Post Clip and Bolt Detail (for Extruded Aluminum)
30.4.0 6/98 Ground Mounted Primary Directional Sign Post on Breakaway Couplings
30.4.1 6/98 Bracket Selection Table, Bolt Circle and General Notes
30.4.2 6/98 Installation Notes
30.4.3 6/98 Bill of Materials
31.1.0 6/10 R2 Chain Link Fence 3’-0” to 4’-0”
31.2.0 6/10 R2 Chain Link Fence 5’-0” to 6’-0”
Detail No. Date Title xi February 24, 2025
31.2.1 3/05 R1 Chain Link Fence 5’-0” to 6’-0” Intermediate Post
31.3.0 3/05 R1 Woven Wire Right-of-Way Fence (Steel Post)
32.1.0 No Standard Assigned
33.1.0 No Standard Assigned
34.1.0 10/22 Roadside Guardrail (General Notes, Installation, Post & Offset Block Details)
34.1.1 10/22 Typical Guardrail Installation at Structures
34.1.2 10/22 Steel Beam Guardrail Encased Post for Shallow Installation
34.1.3 10/22 Steel Beam Guardrail Deep Post Installation
34.1.4 10/22 Steel Beam Guardrail Installed in Concrete or HMA Surface
34.2.0 10/22 Steel Beam Guardrail, TL-3
34.2.1 10/22 Steel Beam Guardrail, TL-2
34.2.2 10/22 Steel Beam Guardrail Double Face Assembly
34.2.3 No Standard Assigned
34.2.4 No Standard Assigned
34.2.5 6/98 Steel Beam Guardrail Reflectorized Triangular Delineator
34.3.0 10/22 Steel Beam Guardrail Approach End Treatment
34.3.1 10/22 Steel Beam Guardrail Terminal End Section
34.3.2 10/22 Steel Beam Guardrail Anchorage Trailing End Section
34.3.3 10/22 Steel Beam Guardrail Thrie Beam Transition Panel
34.3.4 10/22 Steel Beam Guardrail Connection to New End Post
34.3.5 6/98 Guardrail Connection to Existing End Post Approach End Section
34.3.6 6/98 Guardrail Connection to Existing End Post Trailing End Section
34.3.7 10/22 Steel Beam Guardrail Transition to Rigid Barrier
34.3.8 10/22 MASH Guardrail Transition to Existing Guardrail
Detail No. Date Title xii February 24, 2025
34.3.9 10/22 Steel Beam Guardrail Long Span, TL-3
34.4.0 No Standard Assigned
34.4.1 No Standard Assigned
34.4.2 No Standard Assigned
34.5.3 5/09 Steel Thrie Beam Guardrail Single Face
34.5.4 5/09 Steel Thrie Beam Guardrail Double Face
34.5.5 10/22 Steel Thrie Beam Guardrail Long Span
35.1.0 No Standard Assigned
36.1.0 No Standard Assigned
37.1.0 No Standard Assigned
38.1.0 No Standard Assigned
39.1.0 No Standard Assigned
40.1.0 10/22 F Shape Concrete Barrier Double Face
40.2.0 10/22 F Shape Concrete Barrier Single Face
40.2.1 10/22 F Shape Concrete Barrier with Concrete Separator
40.3.0 10/22 Precast Median Barrier Transition Unit
40.4.0 10/22 Precast Median Barrier for Light Standard
40.5.0 10/22 Barrier Mounted Delineator
41.1.0 No Standard Assigned
42.1.0 No Standard Assigned
43.1.0 6/10 R2 Cement Concrete Sidewalk
43.2.0 1/25 R3 Asphalt Sidewalk
43.3.0 9/12 R3 Wheelchair Ramp
43.3.1 9/12 R2 Wheelchair Ramp for Limited Right-of-Way Areas
Detail No. Date Title xiii February 24, 2025
43.3.2 3/15 Ramp Landing for Narrow Sidewalk
43.4.0 6/10 R3 Driveway Development for 3’-0” Transition Curb
43.4.1 6/08 R2 Driveway Development for 6’-0” Transition Curb
43.5.0 6/10 R3 Cement Concrete Driveways
44.1.0 No Standard Assigned
45.1.0 No Standard Assigned
46.1.0 No Standard Assigned
47.1.0
47.1.1
6/98 Pavement Removal Drop-Off Detail
1/25 R1 Pavement Transverse Drop-Off Cut and Match
48.1.0 9/12 R2 Detectable Warning Panel Placement
49.1.0 No Standard Assigned
50.1.0 6/98 Large Tree Staking and Planting Detail (2” Caliper and Greater)
50.1.1 6/98 Tree Planting on Slope
50.1.2 6/98 Paver Detail Around New Trees
50.2.0 6/98 Evergreen Tree Planting Detail (4’-0” High and Greater)
50.3.0 6/98 Ball and Burlap Shrub Planting Detail
50.3.1 6/98 Container Grown Shrub Planting Detail
50.3.2 6/98 Shrub Planting on Slope
50.4.0 6/98 Perennial Planting Detail
50.5.0 6/98 Ornamental Grass Planting Detail
50.6.0 6/98 Groundcover Planting Detail
50.7.0 6/98 Bulb Planting Detail
51.1.0 6/98 Tree Protection Device
51.1.1 6/98 Drip Line Tree Protection Device for Existing Trees
Detail No. Date Title xiv February 24, 2025
51.2.0 6/98 Shrub Protection Device
51.3.0 6/98 Tree Well
51.4.0 6/98 Tree Wall
3.4.0
STANDARD
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
BRICK/SOLID BLOCK
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
(I F
O V E R
S
E
S
TD
.7 .0
SQUARE RING
CEMENT MORTAR PLASTER COAT REQUIRED ON ALL INSIDE AND OUTSIDE SURFACES.1/2"
C O N C R E T E
B A S E
2'-2"
STD. 5.3.0
1'-11"
FRAME AND COVER
SQUARE
BRICK
RING
TYPE "D" ROUND CATCH BASIN
8" 4'-0" 8" 6"
NOTES:
1.
M A X
4"
(TYP.)
1'-0"O.C.
BRICK/SOLID BLOCK
REFER TO STD. 5.2.0 FOR MAXIMUM PIPE SIZES.
∅1'-0"
SEEP HOLE
CHIEF ENGINEER
TRANSPORTATION
SHALL BE IN ACCORDANCE WITH SECTION 702 OF THE R.I. STANDARD SPECIFICATIONS.
3.
PAVEMENT
2.
SECTION A-A SECTION B-B
AA
B
B
PLAN
(2)-#5 x LONG
DIAGONAL, E.S.
TOP AND BOTTOM
O.C. (TYP.)
#5 @ E.W.
3"
(TYP.)
COVER
9"
(AT BASE OPENING)
4'-0"
CONCRETE BASE
(PRECAST OPTIONAL)
3" COVER
JUNE 15, 1998
Mar 05MLP1
2'-2"
C O N C R E T E
B A S E
FRAME AND GRATE
2'-0"
6"
8"
6"
BRICK OR
CONCRETE
BRICK
8" 4'-0" 8"
6"
MODIFIED SQUARE RING
MODIFIED
SQUARE RING
BRICK/SOLID
BLOCK
STD. 5.3.0
(I F
O V
E
S T D
.7 .0
FRAME AND COVER
2.
1.
NOTES:
1/2" CEMENT MORTAR PLASTER COAT REQUIRED ON ALL INSIDE AND OUTSIDE SURFACES.
M A X
3.
SHALL BE IN ACCORDANCE WITH SECTION 702 OF THE R.I. STANDARD SPECIFICATIONS.
1'-0"O.C.4" (TYP.)
1'-0" ∅ SEEP HOLE
REFER TO STD. 5.2.0 FOR MAXIMUM PIPE SIZES.
SECTION B-BSECTION A-A
PLAN
A A
B
B
TRANSPORTATION
CHIEF ENGINEER
3.4.1
STANDARD
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
BRICK/SOLID BLOCK ROUND CATCH BASIN WITH GUTTER INLET
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
3" COVER
(AT BASE OPENING)
DIAGONAL, E.S.
(2)-#5 x LONG
O.C. (TYP.)
#5 @ E.W.
CONCRETE BASE
9"
TOP AND BOTTOM
4'-0"
(TYP.)
PAVEMENT
(PRECAST OPTIONAL)
3" COVER
3.4.2
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
BRICK/SOLID BLOCK
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
C O N C R E T E
8" 4'-0" 8"
6"
TYPE "F" ROUND CATCH BASIN
STD. 5.3.0
(ORDER 4 FLANGE AND
SQUARE RING WHEN
APRON STONE IS NOT USED)
FRAME AND GRATE
(I F
O V
E
S T D
.7 .0
B A S E
M A X
CHIEF ENGINEER
TRANSPORTATION
1'-0"O.C.
BRICK/SOLID
BLOCK
BRICK
(TYP.)4"
1'-0" ∅ SEEP HOLE
PAVEMENT
SECTION B-BSECTION A-A
PLAN
B
A
B
1/2"
ON ALL INSIDE AND OUTSIDE SURFACES.
702 OF THE R.I. STANDARD SPECIFICATIONS.
2. CEMENT MORTAR PLASTER REQUIRED
1. SHALL BE IN ACCORDANCE WITH SECTION
NOTES:
TOP AND BOTTOM (AT BASE OPENING)
(2)-#5 x LONG, DIAGONAL, 3"
CONCRETE BASE
O.C. (TYP.)
#5 @ E.W.
COVER
9"
4'-0"
A
3. REFER TO STD. 5.2.0 FOR MAXIMUM PIPE
SIZES.
(PRECAST OPTIONAL)
(TYP.)
3" COVER
3.4.3
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
BRICK/SOLID BLOCK
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
TYPE "R" CATCH BASIN
C O N C R E
TE
CONCRETE BASE
3'-0"
4"
4'-0"
8" 8"
6"
M A X
(I F
O V
E
S T D
.7 .0
BRICK/SOLID BLOCK
BRICK
B A S E
2. CEMENT MORTAR PLASTER COAT REQUIRED ON ALL INSIDE AND OUTSIDE SURFACES.
NOTES:
1/2"
CHIEF ENGINEER
TRANSPORTATION
STD. 5.3.0
0.C.1'-0"
4"(TYP.)
1'-0" ∅ SEEP HOLE
1. SHALL BE IN ACCORDANCE WITH SECTION 702 OF THE R.I. STANDARD SPECIFICATIONS.
AA
PLAN
SECTION A-A
TOP AND BOTTOM
DIAGONAL, E.S.
(2)-#5 BY LONG
COVER (TYP.)3"
#5 @ E.W.
O.C. (TYP.)
(AT BASE OPENING)
4'-0"
9"
3. REFER TO STD. 5.2.0 FOR MAXIMUM PIPE SIZES.
(PRECAST OPTIONAL)
3"COVER
A
2 HANDLING
STRAPS
4-
GALVANIZED/STAINLESS
STD. 5.3.0
CONCRETE BASE
WELD
2 SPECIAL ZEES
GRATE
MORTAR
JOINT
SECTION B-BSECTION A-A
20:1
2'-0" 6"
1" 1'-0"
6"
4'-0" 8" 8"
4"
M
X
(I F
O V
E
S
TD
.7
.0
Z-12.6#
1'-6"
3"
1/2"x2 1/2"x1'-9"
HOLE
3'-0"
4"
3'-4"
1'-6"
COVER
COVER
#5 @ E.W., BOTOM
(2)-#5 DIAGONAL x LONG
A
B
B
3"
2. CEMENT MORTAR PLASTER COAT REQUIRED ON ALL INSIDE AND OUTSIDE SURFACES.
NOTES:
1 1/2"
3/4"
2"
4"
1"
1/2"
3"
1'-0"O.C.
1'-0" SEEP HOLE
(3)-#6 BOTTOM
TOP AND BOTTOM, E.S.
1. SHALL BE IN ACCORDANCE WITH SECTION 702 OF THE R.I. STANDARD SPECIFICATIONS.
3. REFER TO STD. 5.2.0 FOR MAXIMUM PIPE SIZES.
PLAN
BAR GRATING
3"
2-#5 x LONG
DIAGONAL, E.S., O.C.
E.W., O.C.
#5 @
@ O.C., E.S.
4. ALL REINFORCING SHALL BE EPOXY COATED.
#5 @ E.W., TOP
(TYP.)
COVER (TYP.)
4'-0"
9"
2'-6"
1'-0"
7"
3"
THREADED INSERTS
FLOW
TRANSPORTATION
CHIEF ENGINEER
SOLID BLOCK FLUSH ROUND CATCH BASIN
3.4.4
STANDARD
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
FLOW
3'-0"
4" 20:1
(2)-#5 TOP
@ O.C., E.S. 3"
(3)-#6 BOTTOM
@ O.C., E.S. 3"
(2)-#5 TOP
1" ANCHOR
HOLE (TYP.)
CAST-IN ANCHOR HOLES
FILL WITH GROUT AFTER INSERTING DOWELS
(TYP. @ EACH CORNER)
1"
DRILL AND
GROUT #6 BAR
1'-0"WITH MIN.
EMBEDMENT (TYP.)
(PRECAST OPTIONAL)
3" COVER
3.4.5
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
BRICK/SOLID BLOCK
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
PIPE
BRICK
6"
4"
1'-0"
STD. 5.3.0
O.C.
1. SHALL BE IN ACCORDANCE WITH SECTION 702 OF THE R.I. STANDARD SPECIFICATIONS.
2. CEMENT MORTAR PLASTER COAT REQUIRED ON ALL INSIDE AND OUTSIDE SURFACES.
NOTES:
CONCRETE BASE
8"
5'-0" OR 6'-0" ∅
1/2"
CHIEF ENGINEER
TRANSPORTATION
5'-0" OR 6'-0" ROUND CATCH BASIN
BRICK/SOLID BLOCK
8"
1'-0" SEEP HOLE
3. REFER TO STD. 5.2.0 FOR MAXIMUM PIPE SIZES.
O.C. (TYP.)
#5 @ E.W.
3"
(2)-#5 x LONG
DIAGONAL, E.S., O.C.
(TYP.)
4'-0"
7"
COVER (TYP.)
TYPE "F"TYPE "D" TYPE "R"
TYPE CATCH BASIN AS REQUIRED
M A X
(I F
O V
E
S
TD
.7
.0
(TOP OF FRAME AND GRATE/COVER)
(PRECAST OPTIONAL)
3"COVER
6.3.1
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
SQUARE FRAME AND GRATE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
3 3/4"
2'-9 1/4"
2'-5 1/2"
AA
B
B
SECTION A-A
SECTION B-B
1'-11 7/8"
4 1/8"
3/16"
3/4" 3/4"
3/16"
3 1/16" 1 1/8"R
3/4"
3/4"
8"
3 3/4"
4 1/2" 4 1/2"2'-0 1/8"
1/4"
1 7/16" 1'-9"
1 7/16"
8"
3/4"2'-0 1/4" 4 1/2"
1 1/8"R
3/16"
3/4"3/4"
3/16" 1'-11 7/8"
3/4"
1 7/16" 1 7/16"
1/4"
1/4" 1"
3/4"
2" 1 3/16"
FRAME AND GRATE SHALL CONFORM TO SECTION M.04 OF THE R.I. STANDARD SPECIFICATIONS.
NOTE:
CHIEF ENGINEER
TRANSPORTATION
WHEN ORDERED
4TH FLANGE
7/21/06MLP1
6.3.2
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
SQUARE FRAME AND GRATE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
A
DIRECTION
FLOW
SECTION A-A
(BICYCLE SAFE)
A
B
B
C
C
1.2"
4th FLANGE
WHEN ORDERED
GUTTER SIDE 3 3/4"
2'-9 1/4"
SECTION B-B
3 3/4"
4 1/2"
3/4"
3/16"
3/4"
3/4"
1 1/8"
5 7/8"
3/16"
3/4"
1'-11 7/8"
6 7/16"6 7/16"
1 7/16"
2'-0 1/8" 1 1/8"
7/8"
2" 1 1/2"
2'-0 1/4"
4 1/2"
3/4"
1 1/8"
3/4"
3/4"
1 7/16"
1'-11 7/8"
1"
SECTION C-C
3/4"
1 5/16"
2"
1/4"
3/4" 1 1/5"
1 3/16"
11/16"
1/4"
R
R
CHIEF ENGINEER
TRANSPORTATION
SPECIFICATIONS.
OF THE R.I. STANDARD
CONFORM TO SECTION M.04
FRAME AND GRATE SHALL
NOTE:
7/21/06MLP1
7.1.0
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE CURB
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
2. MINIMUM LENGTH OF STRAIGHT OR CIRCULAR FILLER PIECES TO BE
EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.3.
6'-0"
9"
3 1/2"
5/8"x2 1/4"
DOWEL SOCKET
3/4"
4. CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF OR LESS. STRAIGHT160'-0"
3'-0".
7"
NORMAL
GUTTER LINE
x EPOXY COATED DOWEL1/2" 4" 10"
6 1/2" 1/2"
CHIEF ENGINEER
TRANSPORTATION
M A X
R
CIRCULAR CURB
CURB TO BE USED ON CURVES OF MORE THAN RADIUS.
5. EXPOSED EDGES TO HAVE A CHAMFER.
160'-0"
1"
7.1.2
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
6'-0" PRECAST CONCRETE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
TRANSITION CURB
6'-0"
1'-6"
GUTTER LINE
6 1/2" 6"
2 1/4"
6"
9"
3 1/2"
5/8"
DOWEL
x
2 1/4"
1/2"
7"
CHIEF ENGINEER
TRANSPORTATION
OPPOSITE HAND AND INCLUDE A ∅ x EPOXY COATED DOWEL.
3/4"
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION USE
EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
2.
EXPOSED EDGES TO HAVE A CHAMFER.
3.
4.
SOCKET
(SEE NOTE 2)
1/2" 4"
7.1.3
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE WHEELCHAIR RAMP
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
NOTES:
EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
1.
5.
6'-0"
9"
3 1/2"
5/8"
DOWEL SOCKET
x2 1/4"
4.
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
3. EXPOSED EDGES TO HAVE A CHAMFER.3/4"
2. CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF OR LESS. STRAIGHT
CURB TO BE USED ON CURVES OF MORE THAN RADIUS.160'-0"
160'-0"
7"
MAX.
GUTTER LINE
x 1/2" 4"
10"
6 1/2" 1/2"
TRANSITION CURB
MIN.3'-0"
BATTER (SEE TABLE)
TRANSITION
LENGTH (FT.)
BATTER
6.0
7.0
8.0
9.5
11.5
15.0
18.0 0.5
0.6
0.8
1.0
1.2
1.3
1.5
LENGTH VARIES LENGTH VARIES
GRADE
LENGTH
VARIES
7.1.3 7.1.0 7.1.0
7.1.0
(IN.)
MINIMUM LENGTH OF STRAIGHT OR CIRCULAR CURB FILLER PIECES TO BE (GREATER
LENGTHS PREFERRED).
3'-0"
TRANSITION LENGTH
1:12
CHIEF ENGINEER
TRANSPORTATION
EPOXY COATED DOWEL
7.1.4
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
2'-0" RADIUS CORNER
3/4"EXPOSED EDGES TO HAVE A CHAMFER.
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
3.
4.
EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.2.
1.
NOTES:
GUTTER LINE
R A D
IU
S
"6
6"
NO REINFORCEMENT REQUIRED.
CHIEF ENGINEER
TRANSPORTATION
(SEE NOTE 5)
SEE STD. 7.1.0 FOR DOWEL SOCKET LOCATION.5.
7.1.5
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE INLET STONE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
5'-0"
(FOR SQUARE CATCH BASIN)
6"
2'-8 1/2" 1'-1 3/4"1'-1 3/4"
CATCH BASIN
TYPE "D" SQUARE
4'-6"
8" 8"
#5 REINFORCING BAR
2 REQUIRED
4"1/2" x EPOXY COATED DOWEL
DOWEL SOCKET
5/8"x2 1/4"
REINFORCING BAR
8"
2"
10"
4"
6 1/2"
1/2"
2"
2"
9"
3 1/2"
CHIEF ENGINEER
TRANSPORTATION
EPOXY COATED
EPOXY COATED
PAVEMENT
3/4"
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.2.
EXPOSED EDGES TO HAVE A CHAMFER.3.
2"R
7"
7.1.6
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE INLET STONE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
(FOR ROUND CATCH BASIN)
6"
2'-8"
8" 8"
#5 REINFORCING BAR
2 REQUIRED
2"
4"1/2" x EPOXY COATED DOWEL
DOWEL SOCKET
5/8"x2 1/4"
REINFORCING BAR
8"
2"
10"
4"
6 1/2"
1/2"
2"
2"
9"
3 1/2"
TYPE "D" ROUND
CATCH BASIN
2'-2"6" 6"
3'-2"
R
CHIEF ENGINEER
TRANSPORTATION
EPOXY COATED
EPOXY COATED
PAVEMENT
3. EXPOSED EDGES TO HAVE A CHAMFER.
2. EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.1.
NOTES:
3/4"
7"
7.1.7
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE APRON STONE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
5'-0"
6 1/2"
(FOR SQUARE CATCH BASIN)
2'-0" 1'-6"1'-6"
CATCH BASIN
1'-0" 3 1/2"
4" x EPOXY COATED DOWEL1/2" 4"
5/8"x2 1/4"
DOWEL SOCKET
2" 1/2"
4" 9"
3"
R
R
MAX.
CHIEF ENGINEER
TRANSPORTATION
7"
PAVEMENT
TYPE "F" SQUARE
3. EXPOSED EDGES TO HAVE A CHAMFER.
2. EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.1.
NOTES:
3/4"
4"
7.1.8
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE APRON STONE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
(FOR ROUND CATCH BASIN)
4"
2'-0"7" 7"
3'-2"
3"MAX.
TYPE "F" ROUND
9" 4"
1/2"
4"
3 1/2" 1'-0"
6 1/2"
DOWEL SOCKET
5/8"x2 1/4"
4"1/2" x EPOXY COATED DOWEL
7"
1"
4"
RR
CHIEF ENGINEER
TRANSPORTATION
PAVEMENT
CATCH BASIN
CURB
SUPPORT
3. EXPOSED EDGES TO HAVE A CHAMFER.
2. EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.1.
NOTES:
3/4"
4"
7.2.0
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
SLOPED FACE CURB
6'-0"
9"
3 1/2"
5/8"
DOWEL SOCKET
x 2 1/4"
160'-0"
3'-0".
5"
2"
5"
NORMAL
GUTTER LINE
x1/2" 4" EPOXY COATED DOWEL
1"
10"
R M A X
CHIEF ENGINEER
TRANSPORTATION
CIRCULAR CURB
3/4"
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
MINIMUM LENGTH OF STRAIGHT OR CIRCULAR PIECES TO BE
EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
2.
EXPOSED EDGES TO HAVE A CHAMFER.
3.
4.
5. CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF OR LESS. STRAIGHT
CURB TO BE USED ON CURVES OF MORE THAN RADIUS.160'-0"
7.2.1
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
SLOPED FACE TRANSITION CURB
2 1/4" x
DOWEL SOCKET
5/8"
3 1/2"
9"
6"
2 1/4"
6" 2"
1'-6"
6'-0"
1/2" 4"
COATED DOWEL
SLOPED FACE CURB
GUTTER LINE
5"
5" x EPOXY
CHIEF ENGINEER
TRANSPORTATION
OPPOSITE HAND AND INCLUDE A ∅ x EPOXY COATED DOWEL.
DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION USE
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
EXPOSED EDGES TO HAVE A CHAMFER.
NOTES:
4.
3.
1.
2.
1/2"
3/4"
4"
(SEE NOTE 4)
7.2.2
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
(VERTICAL FACE TO SLOPED FACE)
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
6'-0"
GUTTER LINE
2 1/4"
3 1/2"
5"
5"
2" 6 1/2"
2 1/4" x
DOWEL
5/8"
3 1/2"
9"9"
7"
1/2"
2 1/4"
SOCKET
CHIEF ENGINEER
TRANSPORTATION
PRECAST CONCRETE TRANSITION CURB
6"
3. EXPOSED EDGES TO HAVE A CHAMFER.
2. EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH.
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.1.
NOTES:
3/4"
DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION USE4.
OPPOSITE HAND AND INCLUDE A ∅ x EPOXY COATED DOWEL.
(SEE NOTE 4)
1/2" 4"
7.2.4
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PRECAST CONCRETE CAR STOPS
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
NOTES:
2. ALL EXPOSED EDGES TO HAVE A CHAMFER.
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
3/4"
1" HOLE
5'-0"
9"
6"
1'-0"3'-0"1'-0"
PLAN
FRONT ELEVATION SIDE ELEVATION
3" 3"
9"
1"
CHIEF ENGINEER
TRANSPORTATION
3. ALL SURFACES TO HAVE A SPONGE FLOAT FINISH.
1'-6"
#6 BAR
7.4.0
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
GRANITE SLOPED FACE CURB
3'-0"
5"
5"
MIN.
GUTTER LINE
1"
CIRCULAR CURB
6"
CHIEF ENGINEER
TRANSPORTATION
R M A X
160'-0"CURB TO BE USED ON CURVES OF MORE THAN RADIUS.
4. CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF OR LESS. STRAIGHT
3. MINIMUM LENGTH OF STRAIGHT OR CIRCULAR PIECES TO BE
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
2. TOP SURFACE AND SLOPED SURFACE TO BE DRESSED BY SAW. REMAINDER TO BE
NOTES:
3'-0".
160'-0"
6"±1"
QUARRY
SPLIT
QUARRY SPLIT.
7.4.1
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
6"
SLOPED FACE TRANSITION CURB
SLOPED FACE CURB
1"
5"
6'-0"
5"
GUTTER LINE
CHIEF ENGINEER
TRANSPORTATION
NOTES:
2. TOP SURFACE AND SLOPED SURFACE TO BE DRESSED BY SAW. REMAINDER TO BE
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
6"±1"
QUARRY
SPLIT
3. DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION USE
OPPOSITE HAND.
GRANITE
QUARRY SPLIT.
7.4.2
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
6'-0"
6"
5"
1"
SLOPED FACE CURB
VERTICAL FACE CURB
1"
CHIEF ENGINEER
TRANSPORTATION
GRANITE TRANSITION CURB
(VERTICAL FACE TO SLOPED FACE)
OPPOSITE HAND.
3. DRAWING SHOWS TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION USE
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
2. TOP SURFACE AND SLOPED SURFACE TO BE DRESSED BY SAW. REMAINDER TO BE
NOTES:
GUTTER LINE
6"±1"
QUARRY
SPLIT
QUARRY SPLIT.
7.5.0
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
BITUMINOUS CONCRETE LIP CURB
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
NOTE:
SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
TACK COAT BETWEEN
BINDER COURSE
LIMIT OF
BINDER COURSE
VARIES
BINDER COURSE
SURFACE COURSE
AS ORDERED
R
6" 2 1/2" 1/2"
6"
9" 3"
1"
CHIEF ENGINEER
TRANSPORTATION
AND CURB
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1. SHALL BE IN ACCORDANCE WITH SECTION 906 OF THE R.I. STANDARD SPECIFICATIONS.
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
CURB
AutoCAD SHX Text
OR GRASSED AREA
AutoCAD SHX Text
NEW SIDEWALK
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
(MIN.)
AutoCAD SHX Text
NEW BITUMINOUS
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
BORROW
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 6"
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SUBBASE
AutoCAD SHX Text
FACE OF CURB SHALL BE SET PERPENDICULAR TO SURFACE COURSE
AutoCAD SHX Text
2%%% TYP (VARIES)
AutoCAD SHX Text
CURB LOCK PER 906.02.5
AutoCAD SHX Text 7.6.0
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text R.I.
AutoCAD SHX Text
DATE
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BY
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NO.
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REVISIONS
AutoCAD SHX Text
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
CURB SETTING DETAIL
AutoCAD SHX Text
ISSUE DATE
AutoCAD SHX Text
JUNE 15, 1998
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text Chief Engineer for Infrastructure
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text Director, Division of Project Management
AutoCAD SHX Text Mar 05
AutoCAD SHX Text
MLP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMM
Jan 25
W
AutoCAD SHX Text
CLASS 9.5 HMA
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SLOPES MAY VARY TO SUIT CONDITIONS AS PER PLANS OR ENGINEER.
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%%UNOTE:
AutoCAD SHX Text 1/2 W
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GRAVEL BORROW
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8.2.0
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text R.I.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
PAVED DITCH
AutoCAD SHX Text
ISSUE DATE
AutoCAD SHX Text
JUNE 15, 1998
AutoCAD SHX Text Chief Engineer for Infrastructure
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text Director, Division of Project Management
AutoCAD SHX Text
AutoCAD SHX Text
AMM
26.1.0
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
FLUORESCENT TRAFFIC CONE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
M
IN
M
IN
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION 923 OF THE R.I. STANDARD SPECIFICATIONS.
INSIDE DIAMETER AT BASE =10"
RED-ORANGE
POLY-VINYL CONE
1"INSIDE DIAMETER AT TOP =
REFLECTORIZED WHITE BAND OF
SHEETING TYPE IV FLEXIBLE
WEIGHTED BASE
3" TO 4"
M
IN
MIN
CHIEF ENGINEER
TRANSPORTATION
3. IN AREAS WHERE POSTED SPEED IS AND OVER ADD A WEIGHTED RING
TO EACH CONE.
7 LB.
FLUORESCENT
2. DIMENSIONS MAY VARY WITH MANUFACTURER'S RECOMMENDATIONS.
45 MPH
26.2.0
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
POLYETHYLENE DRUM WITH MARKINGS
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
1'-7" TO 2'-0"
2'-10" TO 3'-0"
8"
8"
2"
6" ORANGE REFLECTIVE
SHEETING TYPE IV
FLEXIBLE (Typical)
6" WHITE REFLECTIVE
SHEETING TYPE IV
FLEXIBLE (Typical)
2'-0"
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION 923 OF THE R.I. STANDARD SPECIFICATIONS.
3. DRUM CAN BE CYLINDRICAL OR PARTLY CYLINDRICAL WITH A FLAT SIDE.
4. DRUM SHALL BE MANUFACTURED FROM TOUGH, REBOUNDABLE PLASTIC, MADE OF
NON-REFLECTIVE
MAX.
CHIEF ENGINEER
TRANSPORTATION
ORANGE
2. BASE TO BE ADAPTED FOR SANDBAG BALLAST.
JUNE 15, 1998
Mar 05MLP1
HIGH DENSITY (HARD) POLYETHYLENE.
POLYETHYLENE DRUM
26.3.0
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PVC PLASTIC PIPE TYPE III BARRICADE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
SIDE ELEVATION FRONT ELEVATION
PLAN
M
IN
6" 6"
ANODIZED
ALUMINUM PANELS WITH
REFLECTORIZED BARRICADE
SHEETING (SEE NOTE 8)
REFLECTORIZED ORANGE
STRIPING ON WHITE
REFLECTIVE BACKGROUND
TYPE IV FLEXIBLE
T Y P
2'-7 5/8"
3"x3"
WYE
SLEEVES FOR
COUPLING (TYP.)
SANITARY TEE
3"x3"
3"x3 1/4"
BEND ELBOW
TIE WIRE
5/8"x11"
NO. 8 SPRING
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION
923 OF THE R.I. STANDARD SPECIFICATIONS.
SDR 26 CONFORMING TO ASTM D2241 OR
ASTM D2729.
3. JOINT FILLINGS MAY BE PVC-ASTM D 2665
OR ACRYLONITILE BUTADIENE STYRENE (ABS)
ASTM D 2661 (DRAINAGE WASTE AND VENT).
4. ALL PIPES SHALL BE WHITE. WHITE FITTINGS
ARE PREFERRED, BLACK MAY BE USED.
5. ALL JOINTS SHALL BE FREE TO SEPARATE
UPON VEHICLE IMPACT.
6. A FIXED FRANGIBLE PAVEMENT CONNECTION
PREFERRED. SAND BAGS MAY BE SUBSTITUTED.
7. STRIPES SHALL BE SLOPED DOWNWARD IN
DIRECTION OF TRAFFIC TO PASS.
8. PVC PIPE SHALL BE ULTRAVIOLET LIGHT
STABILIZED.
9. ATTACH PANELS WITH NO. 14 PAN HEAD
METAL SCREWS.
8" TO 1'-0"
3"
8"x48"x0.25"
1"
TRANSPORTATION
CHIEF ENGINEER
2. ALL PIPE SHALL BE POLYVINYL CHLORIDE
(PVC) PRESSURE RATED CLASS SDR 21 OR
JUNE 15, 1998
3/1/2005MLP1
(Typical)
26.3.1
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
PLASTIC PIPE TYPE III BARRICADE
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
SIDE ELEVATION
1"
3 1/2"
3 1/2"
4'-0"
FRONT ELEVATION
1'-8"
4'-0"
6" 6"
5'-0"
3'-0"
PLAN
SANDBAG (TYP.)
NOTES:
1. SHALL BE IN ACCORDANCE WITH SECTION 923
OF THE R.I. STANDARD SPECIFICATIONS.
CONFORMING TO ASTM D1248, CLASS A3-E4
3. THE BRACE SHALL BE EXTRUDED POLYETHLENE
PLASTIC CONFORMING TO ASTM D1248-IIIA4.
4. ALL PIPE SHALL BE WHITE AND SHALL BE
ULTRAVIOLET LIGHT STABILIZED.
5. ALTERNATE ORANGE AND WHITE STRIPES SHALL
BE REFLECTORIZED, WIDE, SLOPED DOWNWARD
IN THE DIRECTION OF TRAFFIC TO PASS.
6. THE BARRICADE RAILS SHALL BE
PLASTIC PANELS ATTACHED WITH PLASTIC
RIVETS, 4 PER RAIL.
7. THIS IS AN APPROVED ALTERNATE TO STD. 26.3.0.
8. ALL SHEETING SHALL BE TYPE IV FLEXIBLE
SHEETING.
8" TO 1'-0"
6"
9"x48"x0.125"
1"
CHIEF ENGINEER
TRANSPORTATION
2. THE BASE AND UPRIGHT PIPE SHALL BE
ROTATIONALLY MOLDED POLYETHYLENE PLASTIC
OR CLASS II A4.
PROJECT INFORMATION SIGN
AutoCAD SHX Text
IIJA FUNDED PROJECT PLAQUE
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
RIDOT PTS ID NUMBER 1" D SERIES 2" FROM BOTTOM OF SIGN
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 5'-11 3/8"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text NOTES: 1. SIGN PANEL SUBSTRATE .080" SHEET ALUMINUM. SIGN PANEL SUBSTRATE .080" SHEET ALUMINUM. 2. SHEETING TYPE NON-REFLECTIVE CAST VINYL, INKJET PRINT, ACRYLIC LAMINATE. SHEETING TYPE NON-REFLECTIVE CAST VINYL, INKJET PRINT, ACRYLIC LAMINATE. 3. BACKGROUND GREEN, C:100 M:0 Y:39 K:48 (TRAFFIC GREEN APPROXIMATION). BACKGROUND GREEN, C:100 M:0 Y:39 K:48 (TRAFFIC GREEN APPROXIMATION). 4. LETTERING WHITE FHWA STD. SERIES C AND D. LETTERING WHITE FHWA STD. SERIES C AND D. 5. BORDER WHITE NO INSET. BORDER WHITE NO INSET. 6. SYMBOL RHODE WORKS LOGO, 48"X10.5" SYMBOL RHODE WORKS LOGO, 48"X10.5" 7. PROJECT SPECIFIC INFORMATION TO BE PROVIDED BY THE DEPARTMENT.PROJECT SPECIFIC INFORMATION TO BE PROVIDED BY THE DEPARTMENT.
AutoCAD SHX Text LEGEND: *C DENOTES C SERIES MAY BE USED ON LONGER TITLES ** DENOTES INCREASE LETTER AND WORD SPACING 100%
AutoCAD SHX Text 29.1.2
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text R.I.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
PROJECT INFORMATION SIGN
AutoCAD SHX Text
ISSUE DATE
AutoCAD SHX Text
SEPTEMBER 25, 2024
AutoCAD SHX Text
CHIEF ENGINEER FOR
INFRASTRUCTURE
31.2.1
R.I.
DATEBYNO.
REVISIONS
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
CHAIN LINK FENCE 5'-0" TO 6'-0"
ISSUE DATE
TRANSPORTATION
CHIEF DESIGN ENGINEER
INTERMEDIATE POST
MAX.
SPRING TENSION
WIRE (TYP.)
3/8" TRUSS ROD
WITH TURNBUCKLE (TYP.)
LINE POST
10'-0"
1'-0"
1'-0"
MIN.
M
IN
M
IN
2"-3.65#
STRETCHER
BARS
NOTES:
2. INTERMEDIATE POSTS REQUIRED EVERY .
3. ALL PIPES REFER TO SCHEDULE 40 NOMINAL PIPE SIZES.
200'-0"
(TYP.)
MIN.
1'-0"
D E T E R M
IN
E D
B Y
H E
IG
H T
O F
F E N C E
INTERMEDIATE POST
2 1/2"-5.79#
(TYP.)
M
IN
1'-0"
MIN.
1:25 (TYP.)
CHIEF ENGINEER
TRANSPORTATION
CONCRETE
1. SHALL BE IN ACCORDANCE WITH SECTION 903 OF THE R.I. STANDARD SPECIFICATIONS.
(TYP.)
CHIEF DESIGN ENGINEER
TRANSPORTATION
ISSUE DATE
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
REVISIONS
NO. BY DATE
R.I.
STANDARD
31.3.0
WOVEN WIRE RIGHT-OF-WAY FENCE
A N G L E
E N D
P O S T
B R A C E
T W O
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TRANSPORTATION
CHIEF ENGINEER
1 MLP 3/1/2005
10/21/2022
FF
GG
A
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B B
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D D
C
B B
A
D
D
B B
A
MIN.
AutoCAD SHX Text
2%%% MAXIMUM
AutoCAD SHX Text
4" CLASS 4.75 HMA
AutoCAD SHX Text
GRAVEL BORROW
AutoCAD SHX Text
AS SPECIFIED ON THE PLANS
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
CURB
AutoCAD SHX Text
1. SHALL BE IN ACCORDANCE WITH SECTION 905 OF THE R.I. STANDARD SPECIFICATIONS.
AutoCAD SHX Text 8"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
2. FOR CURB SETTING DETAIL REFERENCE STD. 7.6.0.
AutoCAD SHX Text 43.2.0
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text R.I.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
ASPHALT SIDEWALK
AutoCAD SHX Text
ISSUE DATE
AutoCAD SHX Text
JUNE 15, 1998
AutoCAD SHX Text Chief Engineer for Infrastructure
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text Director, Division of Project Management
AutoCAD SHX Text Mar 05
AutoCAD SHX Text
MLP
AutoCAD SHX Text
AutoCAD SHX Text Jun 10
AutoCAD SHX Text
MLP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMM
%%UNOTES:
AutoCAD SHX Text
2) A BOND BREAKER (TAPERED OR EQUIVALENT) WILL BE PLACED BETWEEN THE
AutoCAD SHX Text
TEMPORARY RAMP AND UNDERLYING AREA. PRIOR TO PLACING THE SURFACE COURSE,
AutoCAD SHX Text
THE BOND BREAKER WILL BE REMOVED.
AutoCAD SHX Text
FUTURE SURFACE COURSE
AutoCAD SHX Text
GRAVEL BORROW
AutoCAD SHX Text
SEE NOTES
AutoCAD SHX Text
BOND BREAKER
AutoCAD SHX Text
TEMPORARY BITUMINOUS RAMP (SEE NOTES)
AutoCAD SHX Text
EXISTING SURFACE COURSE
AutoCAD SHX Text
FOR POSTED SPEEDS GREATER THAN 35 MPH, TRANSVERSE DROP-OFFS SHALL BE
AutoCAD SHX Text
GRADED AT A SLOPE NOT STEEPER THAN 5 FEET HORIZONTAL TO 1 INCH VERTICAL.
AutoCAD SHX Text
1) FOR POSTED SPEEDS OF 35 MPH OR LESS, TRANSVERSE DROP-OFFS SHALL BE
AutoCAD SHX Text
GRADED AT A SLOPE NOT STEEPER THAN 2 FEET HORIZONTAL TO 1 INCH VERTICAL.
AutoCAD SHX Text
BASE OR INTERMEDIATE COURSE
AutoCAD SHX Text
THICKNESS SHALL EQUAL TO NOMINAL MAXIMUM AGGREGATE SIZE (NMAS) OF MIX
AutoCAD SHX Text 47.1.1
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text R.I.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
PAVEMENT TRANSVERSE DROP-OFFS
AutoCAD SHX Text
ISSUE DATE
AutoCAD SHX Text
CUT AND MATCH
AutoCAD SHX Text
JUNE 15, 1998
AutoCAD SHX Text Chief Engineer for Infrastructure
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text
TRANSPORTATION
AutoCAD SHX Text Director, Division of Project Management
AutoCAD SHX Text
AutoCAD SHX Text
AMM
| Rhode Island Standard Details |
| INDEX |
| Page i |
| Page ii |
| Page iii |
| Page iv |
| Page v |
| Page vi |
| Page vii |
| Page viii |
| Page ix |
| Page x |
| Page xi |
| Page xii |
| Page xiii |
| Page xiv |
| Details |
| 1.1.0 Underdrain |
| 1.2.0 Combination Drain |
| 1.3.0 Concrete Connecting Collar |
| 2.1.0 Concrete Headwalls for Pipe Culverts |
| 2.2.0A Standard Headwalls for Multiple 3'-6" to 7'-0" Pipe Culverts |
| 2.2.0B Standard Headwalls for Multiple 3'-6" to 7'-0" Pipe Culverts |
| 2.3.0 Precast Concrete Flared End Section |
| 3.2.0 Brick/Solid Block 4'-0" Round Manhole |
| 3.2.1 Brick/Solid Block 5’-0” or 6’-0” Round Manhole |
| 3.2.2 Solid Block Shallow 4'-0" or 5'-0" Round Manhole |
| 3.3.0 Brick/Solid Block Type "D" Square Catch Basin |
| 3.3.1 Brick/Solid Block Driveway Basin and Gutter Inlet |
| 3.3.2 Brick/Solid Block Type "F" Square Catch Basin |
| 3.3.3 Solid Block Flush Square Catch Basin |
| 3.3.4 Brick/Solid Block Double Grate Catch Basin Grate Parallel to Edge of Pavement |
| 3.3.5 Brick/Solid Block Double Grate Catch Basin Grate Perpendicular to Edge of Pavement |
| 3.3.6A High Capacity Inlet |
| 3.3.6B High Capacity Inlet |
| 3.4.0 Brick/Solid Block Type "D" Round Catch Basin |
| 3.4.1 Brick/Solid Block Round Catch Basin with Gutter Inlet |
| 3.4.2 Brick/Solid Block Type "F" Round Catch Basin |
| 3.4.3 Brick/Solid Block Type "R" Catch Basin |
| 3.4.4 Solid Block Flush Round Catch Basin |
| 3.4.5 Brick/Solid Block 5'-0" or 6'-0" Round Catch Basin |
| 3.5.0 Solid Block Shallow Type "F" Square Catch Basin (Pipe Cover 1'-6" to 3'-0") |
| 3.5.1 Solid Block Shallow 5'-0" or 6'-0" Square Catch Basin (Pipe Cover 1'-6" to 3'-0") |
| 3.5.2 Solid Block Shallow Double Grate Catch Basin Grate Parallel to Curb |
| 3.5.3 Solid Block Shallow Double Grate Catch Basin Grate Parallel to Edge of Pavement |
| 3.5.4 Solid Block Shallow Double Grate Catch Basin Grate Perpendicular to Curb |
| 3.5.5 Solid Block Shallow Double Grate Catch Basin Grate Perpendicular to Edge of Pavement |
| 3.6.0 Brick/Solid Block Drop Inlet |
| 3.7.0 Brick/Solid Block Round Manholes and Catch Basins Depth Greater than 12'-0" |
| 4.2.0 Precast 4'-0" Round Manhole |
| 4.2.1 Precast 5'-0" Round Manhole |
| 4.2.2 Precast 6'-0" Round Manhole |
| 4.3.0 Precast 4'-0" or 6'-0" Square Manhole or Catch Basin |
| 4.4.0 Precast 4'-0", 5'-0", or 6'-0" Round Catch Basin |
| 4.5.0 Precast Concrete Drop Inlet |
| 4.5.1 Precast Concrete Drop Inlet Lateral Outlet |
| 4.5.2 Precast Concrete Drop Inlet Longitudinal Outlet |
| 4.6.0 Concrete Cover for Shallow 4'-0" Round Manholes |
| 4.6.1 Concrete Cover for Shallow 5'-0" Round Manholes |
| 4.7.0 Top Cover for 4'-0" or 6'-0" Square Catch Basins and Manholes |
| 4.7.1 Top Cover Monolithic with Riser Section for 4'-0" or 6'-0" Square Catch Basins and Manholes |
| 4.7.2 Alternate Top Cover for Round Precast Manholes and Catch Basins |
| 4.8.0 Concrete Cover for Shallow Type "F" Square Catch Basins |
| 4.8.1 Concrete Cover for Shallow Double Grate Catch Basins with Curb |
| 4.8.2 Concrete Cover for Shallow Double Grate Catch Basins Without Curb |
| 4.8.3 Concrete Cover for Shallow 5'-0" Square Catch Basins |
| 4.8.4 Concrete Cover for Shallow 6'-0" Square Catch Basins |
| 5.1.0 Precast Concrete Sump for Round Catch Basins (Wet Areas) |
| 5.2.0 Round Manholes and Catch Basins Maximum Pipe Size Standard |
| 5.3.0 Catch Basin and Manhole Step |
| 5.4.0 Concrete Collars |
| 6.1.0 Light-Duty Square Frame and Round Cover |
| 6.1.1 Heavy-Duty Square Frame and Round Cover |
| 6.2.0 Round Frame and Cover Light-Duty |
| 6.2.1 Heavy-Duty Round Frame and Cover |
| 6.3.0 Square Frame and Grate |
| 6.3.1 Square Frame and Grate |
| 6.3.2 Square Frame and Grate (Bicycle Safe) |
| 6.3.3 High Capacity Frame and Grate |
| 6.3.4 High Capacity Frame and Grate (Bicycle Safe) |
| 6.4.0 Round Frame and Grate |
| 6.4.1 Round Area Frame and Grate |
| 7.1.0 Precast Concrete Curb |
| 7.1.1 3'-0" Precast Concrete Transition Curb |
| 7.1.2 6'-0" Precast Concrete Transition Curb |
| 7.1.3 Precast Concrete Wheelchair Ramp Transition Curb |
| 7.1.3A High Side Transition Curb Length |
| 7.1.4 Precast Concrete 2'-0" Radius Corner |
| 7.1.5 Precast Concrete Inlet Stone (for Square Catch Basin) |
| 7.1.6 Precast Concrete Inlet Stone (for Round Catch Basin) |
| 7.1.7 Precast Concrete Apron Stone (for Square Catch Basin) |
| 7.1.8 Precast Concrete Apron Stone (for Round Catch Basin) |
| 7.1.9 Precast Concrete Ramp Stone |
| 7.2.0 Precast Concrete Sloped Face Curb |
| 7.2.1 Precast Concrete Sloped Face Transition Curb |
| 7.2.2 Precast Concrete Transition Curb (Vertical Face to Sloped Face) |
| 7.2.3 Precast Concrete Lot Curb |
| 7.2.4 Precast Concrete Car Stops |
| 7.3.0 Granite Curb |
| 7.3.1 3'-0" Granite Transition Curb |
| 7.3.2 6'-0" Granite Transition Curb |
| 7.3.3 Granite Wheelchair Ramp Transition Curb |
| 7.3.4 Granite 2'-0" Radius Corner |
| 7.3.5 Granite Inlet Stone (for Square Catch Basin) |
| 7.3.6 Granite Inlet Stone (for Round Catch Basin) |
| 7.3.7 Granite Apron Stone (for Square Catch Basin) |
| 7.3.8 Granite Apron Stone (for Round Catch Basin) |
| 7.3.9 Granite Ramp Stone |
| 7.4.0 Granite Sloped Face Curb |
| 7.4.1 Granite Sloped Face Transition Curb |
| 7.4.2 Granite Transition Curb (Vertical Face to Sloped Face) |
| 7.5.0 Bituminous Concrete Lip Curb |
| 7.5.1 Asphalt Berm |
| 7.6.0 Curb Setting Detail |
| 7.7.0 Granite Truck Apron Stone |
| 8.1.0 Seeded Ditch |
| 8.2.0 Paved Ditch |
| 8.3.0 Rip-Rap Ditch |
| 8.4.0 Paved Waterway |
| 9.1.0 Baled Hay Erosion Check |
| 9.2.0 Silt Fence Detail |
| 9.3.0 Baled Hay Erosion Check and Silt Fence Combined |
| 9.4.0 Baled Hay Ditch and Swale Erosion Check |
| 9.5.0 Log and Hay Check Dam |
| 9.6.0 Sand Bag Erosion Check |
| 9.7.0 Dewatering Basin |
| 9.8.0 Baled Hay Catch Basin Inlet Protection |
| 9.9.0 Construction Access |
| 10.1.0 Wet Stone Masonry Retaining Wall |
| 10.2.0 Rubble Masonry Wall |
| 10.3.0 Concrete Retaining Wall |
| 10.4.0 Stone Masonry Steps |
| 14.1.0 Concrete Highway Bound |
| 14.2.0 Granite Highway Bound |
| 14.3.0 Highway Bound Set in Concealed Ledge |
| 14.4.0 Reinforced Concrete Precise Level Monument |
| 14.4.1 Standard Bench Mark Heads |
| 14.4.2 Standard Marker Triangulation Station |
| 14.4.3 Geodetic Survey Disk |
| 14.5.0 Survey Wedge |
| 14.5.1 Survey Stake |
| 15.1.0 Post and Mounting for Rural Mailbox |
| 15.1.1 Setting and Mounting Dimensions for Rural Mailbox |
| 15.2.0 Post and Multiple Mountings for Rural Mailboxes |
| 17.1.0 Traffic Monitoring Station Single Junction Box Wood Post Detail |
| 17.1.1 Traffic Monitoring Station Double Junction Box Wood Post Detail |
| 17.2.0 Traffic Monitoring Station Portable Computer Cable |
| 17.3.0 Traffic Monitoring Station Pole Mounted Cabinet |
| 17.3.1 Traffic Monitoring Station Type "H" Cabinet Post Mounted Installation |
| 17.3.2 Traffic Monitoring System Type "H" Cabinet - Electric Service |
| 17.4.0 Traffic Monitoring Station Controller Cabinet Ground Mounted Installation |
| 17.4.1 Traffic Monitoring Station Controller Cabinet Wiring Details - Interior |
| 17.5.0 Traffic Monitoring Station Power Outlet Box |
| 17.6.0 Traffic Monitoring Station Flexible Conduit Installation |
| 17.7.0 Traffic Monitoring Station Loop Wire Layout for Directional Counting |
| 17.7.1 Traffic Monitoring Station Loop Wire Layout for Multiple Lanes in the Same Direction |
| 17.7.2 Traffic Monitoring Station Axle Sensor and Loop Layout |
| 17.7.3 Traffic Monitoring Station Loop Dimensions |
| 17.7.4 Traffic Monitoring Station Loop Wire Installation |
| 17.7.5 Traffic Monitoring Station Sawcut Cross-Section with a Pavement Overlay |
| 17.7.6 Traffic Monitoring Station Sawcut Cross-Section Without a Pavement Overlay |
| 18.1.0 Concrete Light Standard Base |
| 18.1.1 Breakaway Support Couplings for Light Standards |
| 18.2.0 Precast Type "A" Handhole |
| 18.2.1 Precast Type "H" Heavy-Duty Handhole |
| 18.2.2 Precast Type "B" Heavy Duty Handhole |
| 18.3.0 Aluminum Lighting Standards |
| 18.3.1 Aluminum Pole - Grounding Detail |
| 18.3.2 Typical Luminaire - Wiring Diagram |
| 18.3.4 Breakaway Support Couplings for Light Standards |
| 18.3.5 Recessed Bolt Couplings for Light Standards |
| 18.3.6 Typical Wiring Diagrams |
| 18.3.7 Underpass Lighting Detail |
| 18.4.0 Service Pedestal |
| 18.4.1 Service Pedestal - Grounding Detail |
| 18.4.2 Service Pedestal 240/480 Volts - 3W |
| 18.4.3 Service Pedestal 240/480 Volts - 3W |
| 18.4.4 Service Pedestal 120/240 or 12/208 Volts - 3W |
| 18.4.5 Service Pedestal 120/240 or 120/208 Volts - 3W |
| 18.4.6 Service Pedestal Foundation |
| 18.5.0 Phase-Neutral Connector Kit |
| 18.6.0 Trench Detail for Conduit in Existing Roadway |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .