The Regional Transportation Commission of Southern Nevada's (RTC's) Streets and Highways department provides many documents such a the Uniform Standards Drawings information to keep you up to date with revisions, proposals and entity specific information for developers interested and currently working on many Southern Nevada's roadway projects.
- Entity Specific Information for Drawings, Specifications and Developer Guidelines
- View Complete Uniform Standard Drawings Volume I (PDF, 249 Pages)
- Download free Adobe Reader here.
- Download free AutoCad Reader here.
- Download all Volume I AutoCad files (ZIP file 39.6 MB)
REVISION SETS (PDF) 2010 Release - Revision Set XIV 2009 Release - Revision Set XIII 2008 Release - Revision Set XII 2005 Release - Revision Set IX 2004 Release - Revision Set VIII |
ARCHIVED COMPLETE VOLUME I - (PDF) Effective 01/01/10 - 06/30/10 (265 pages) Effective 07/01/09 - 12/30/09 (262 pages) Effective 01/01/09 - 06/30/09 (262 pages) Effective 07/01/08 - 12/30/08 (263 pages) |
DRAWING SECTIONS
- SECTION 100 - SYMBOLS AND ABBREVIATIONS
- SECTION 200 - STREET IMPROVEMENTS
- SECTION 300 - STREET LIGHTING
- SECTION 400 - DRAINAGE IMPROVEMENTS
- SECTION 500 - UTILITIES AND MISCELLANEOUS IMPROVEMENTS
- SECTION 600 - TRAFFIC CONTROL PLANS FOR HIGHWAY WORK ZONE
| Drawing Number(s) (PDF) |
Description
|
AutoCAD (right-click link to save file) |
|
|---|---|---|---|
| 101-104 | Symbols |
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| 105-106 | Abbreviations |
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| Drawing Number(s) (PDF) |
Description
|
AutoCAD (right-click link to save file) |
|
| 200 | Pavement Structure Design Guideline
Chart for Major Collector and Arterial Roadways |
||
| 200A | Pavement Structure Design Guideline Chart for Minor Collector and Residential Roadways |
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| 201 | Minimum Back of Curb Radius |
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| 201.1 | Additional Right-of-Way Required at
Major Intersections |
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| 201.2 | Sight Visibility Zones at Intersections |
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| 202 | Arterial Urban Area Street Sections
With Curbside Sidewalk |
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| 202 ALT | Arterial Alternate Urban Area Street Sections
With Offset Sidewalk |
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| 205 | Collector Urban Area Street Sections
With Curbside Sidewalk |
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| 205 ALT | Collector Alternate Urban Area Street Sections
With Offset Sidewalk (Clark County, Las Vegas and North Las Vegas) |
||
| 206 | Local Residential Urban Area Street
Section (Henderson, Boulder City, Mesquite) |
||
| 207 | Local Residential Urban Area Street
Sections (Clark County, Las Vegas and North Las Vegas) |
||
| 208 | Half Street Construction Sections |
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| 208.1 | Half Street Construction Sections
(Clark County Only) |
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|
209 | Access Roads (For Use in Hydrographic Basin No. 212) (PM-10 Non-Attainment Areas) |
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| 209A | Access Road (For Use in PM-10 Compliant Areas) |
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| 210 | Private Street Sections |
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| 211 | Knuckle |
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| 211.1 | Knuckle - Type 1 (Clark County Only) |
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| 212 | Cul-De-Sac |
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| 213 | Hammerhead (Clark County Only) |
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| 214 | Alley (Except Clark County) |
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| 215 | Alley, Concrete (Except Clark County) |
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| 216 | "L" Type Curb and Gutter |
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| 217A | 30" Roll Curb Residential Area
(Clark County, Las Vegas, North Las Vegas and Henderson Only) |
||
| 218 | Median Island Typical Section |
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| 219 | "A" and "L" Type Island Curb |
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| 220 | Tack on Island Curb |
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| 221 | Tack on Island (Except City of Henderson) |
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| 221.1 | Channelized Median Detail for Commercial
Driveways or Intersecting Streets |
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| 222 | Residential Driveway Geometrics |
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| 222A | Commercial and Multi-Family Driveway
Geometrics Commercial and Multi-Family Security Gate Geometrics |
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| 223 | Residential Driveway |
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| 224 | Commercial and Industrial Driveway (Option A) |
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| 225 | Commercial and Industrial Driveway
(Option B) or Private Street Access |
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| 226 | Commercial and Industrial Driveway (Option C) (Allowable in North Las Vegas Only) |
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| 226.1 | Light Duty Commercial Driveway (Offices, Churches, Schools, Restaurants, etc.) (Henderson Only) |
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| 226.2 | Heavy-Duty Commercial Driveway (Service Stations, Industrial, Loading Docks, etc.) (City of Henderson Only) |
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| 227 | Depressed Alley Driveway (City of Las Vegas Only) |
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| 228 | Cross Gutter |
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| 229 | Half Street Cross Gutter |
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| 230 | Concrete Pavement Intersection Typical
Layout |
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| 231 | Concrete Pavement Typical Roadway
Section |
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| 232 | Concrete Pavement Construction Details |
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| 233 | Concrete Pavement Joint Details |
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| 234 | Sidewalk |
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| 234.1 | Typical Bus Turn-Out |
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| 234.2 | Typical Bus Stop Passenger Loading and Shelter Pads |
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| 234.2A | Typical Double Bus Stop Passenger Loading and Shelter Pads | ||
| 234.3 | Bus Stop Placement Within Exclusive
Right Turn Lane for Commercial Properties |
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| 235 | Sidewalk Ramp (Case I) |
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| 235.1 | Sidewalk Ramp Location "T" Intersections |
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| 236 | Sidewalk Drain |
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| 237 | Concrete Barrier Rail |
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| 238 | Precast Bumper Block |
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| 239 | Type I Monument |
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| 240 | Type II Monument |
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| 241 | Type III Monument |
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| 242 | Type IV Monument |
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| 243 | Typical Monument Location |
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| 244 | Typical Centerline Delineation |
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| 244A | Typical Lane Line Delineation |
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| 244.1 | Typical Delineation for Roadways 100
Ft. or Greater Right-of-Way With Curbside Sidewalk |
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| 244.1 ALT | Typical Delineation for Alternate Roadways With
Offset Sidewalk |
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| 244.1A | Typical Delineation for Roadways 100
Ft. Right-of-Way With Curbside Sidewalk |
||
| 244.2 | Typical Delineation for Roadways 80
Ft. Right-of-Way With Curbside Sidewalk |
||
| 244.2A | Typical Delineation for Roadways 80
Ft. Right-of-Way With Curbside Sidewalk |
||
| 244.3 | Typical Delineation for Bike Facilities
60 Ft. Right-of-Way (Parking on Both Sides) |
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| 244.4 | Bicycle Lane Delineation on One-Way Street |
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| 244.5 | Bicycle Lane Delineation, Legend, and Signage |
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| 245 | Typical Lane Delineation in Transition
Sections Details for Typical Lane Delineation in Transition Sections Typical Lane Delineation in Transition Sections Where Traffic Flow in Same Direction |
||
| 245.1 | Typical Lane Configuration for Major
Street Intersections and Median Detail Case I - With Curbside Sidewalk Case II - With Curbside Sidewalk |
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| 245.1 ALT | Typical Lane Configuration for Major Street Intersections
and Median Detail Case I - With Offset Sidewalk Case II - With Offset Sidewalk |
||
| 246 | Standard Pavement Markers Added Turn
Lane |
||
| 246A | Standard Pavement Markers Forced Turn
Lane |
||
| 246B | Pavement Marking and Signage Right Turn Lane at
Minor Intersections (Arterials With Emergency/Parking Lane) |
||
| 246.1 | Bike Lane Approach to Intersection
With Exclusive Right Turn Lane |
||
| 246.2 | Bicycle Lane Transition to Shared
Lane at Intersection |
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| 246.3 | Bicycle Lane at a Right Turn Drop Lane |
||
| 246.4 | Bicycle Lane Delineation at Approach to Intersection
Without Exclusive Right-Turn Lane |
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| 246.5 | Bicycle Lane Departure From Intersections |
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| 247 | Marker Details and Lane Marker Schedule |
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| 248 | Median Nose Markings |
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| 249 | Standard Street Name
Sign Post Installation |
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| 249A | Sign Installation Detail |
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|
|
Street Name Signs Face Copy |
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| 251 | Street Name Sign Blanks |
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| 252 | Chain Link Fence (72" High or
Less) |
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| 253 | Chain Link Gates |
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| 254 | Crosswalk Markings (Except Clark County) |
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| 254A | Crosswalk Markings |
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| 255 | Shared Use Path |
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| 255.1 | Shared Use Path Along a Roadway |
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| 255.2 | Typical Transition Section From Shared Use Path
Along Roadway to Sidewalk |
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| 255.3 | Sign Sizes for Shared Use Path |
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| 255.4 | Delineation and Bollard Usage on Shared Use Path |
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| 256 | Shared Use Path Crossing of Free Right Turn Lane |
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| 256.1 | Typical Signage for Shared Use Path at Intersection |
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| 256.2 | Shared Use Path Crossing Two Lane Roadway |
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| 256.3 | Shared Use Path Crossing 4 Lane Roadway |
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| 256.4 | Shared Use Path Crossing 6 Lane Roadway |
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| 256.5 | Shared Use Path Under Crossing |
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| 256.6 | Shared Use Path Crossing Railroad |
||
| 256.7 | Typical Delineation for Shared Use Path Parallel
to Railroad Crossing a Roadway |
||
SECTION
300 |
|||
| Drawing |
Description
|
AutoCAD (right-click link to save file) |
|
Streetlight Locations General Notes |
|||
| 301 | Streetlight Locations at Intersections 100'
or Greater/100' or Greater Right-of-Way (Except Clark County) |
||
| 301.1 | Streetlight Locations at Intersections 100'
or Greater/100' or Greater Right-of-Way (Clark County Only) |
||
| 302 | Streetlight Locations at Intersections 100'
or Greater/80' Right-of-Way (Except Clark County) |
||
| 302.1 | Streetlight Locations at Intersections 100'
or Greater/80' Right-of-Way (Clark County Only) |
||
| 303 | Streetlight Locations at Intersections 100'
or Greater/60' Right-of-Way (Except Clark County & Henderson) |
||
| 303.1 | Streetlight Locations at Intersections 100'
or Greater/60' Right-of-Way (Clark County & Henderson Only) |
||
| 304 | Streetlight Locations at Intersections 100'
or Greater/51' or Less Right-of-Way (Except Clark County & Henderson) |
||
| 304.1 | Streetlight Locations at Intersections
100'
or Greater/51' or Less Right-of-Way (Clark County & Henderson Only) |
||
| 305 | Streetlight Locations at Intersections 80'/80'
Right-of-Way (Except Clark County) |
||
| 305.1 | Streetlight Locations at Intersections
80'/80' Right-of-Way (Clark County Only) |
||
| 306 | Streetlight Locations at Intersections 80'/60' Right-of-Way (Except Clark County & Henderson) |
||
| 306.1 | Streetlight Locations at Intersections 80'/60' Right-of-Way (Clark County & Henderson Only) |
||
| 307 | Streetlight Locations at Intersections 80'/51' or Less Right-of-Way (Except Clark County & Henderson) |
||
| 307.1 | Streetlight Locations at Intersections 80'/51' or Less Right-of-Way (Clark County & Henderson Only) |
||
| 308 | Streetlight Locations at Intersections 60'/60' Right-of-Way (Except Clark County & Henderson) |
||
| 308.1 | Streetlight Locations at Intersections 60'/60' Right-of-Way (Clark County & Henderson Only) |
||
| 309 | Streetlight Locations at Intersections 60'/51' or Less Right-of-Way (Except Clark County & Henderson) |
||
| 309.1 | Streetlight Locations at Intersections
60'/51' or Less Right-of-Way (Clark County & Henderson Only) |
||
| 310 | Streetlight Locations at Intersections
51' or Less/51' or Less Right-of-Way |
||
| 311 | Streetlight Standards Maximum Spacing
(80 Ft. or Greater Right-of-Way) (Except Clark County) |
||
| 311.1 | Streetlight Standards Maximum Spacing
(80 Ft. or Greater Right-of-Way) (Clark County Only) |
||
| 311A | Streetlight Standards Maximum Spacing
(60 Ft. or Less Right-of-Way) (Except Clark County & Henderson) |
||
| 311.1A | Streetlight Standards Maximum Spacing
(60 Ft. or Less Right-of-Way) (Clark County & Henderson Only) |
||
| 312 | Streetlight Locations on Traffic Islands
100' or Greater Right-of-Way |
||
| 313 | Streetlight Standard General Notes |
||
| 314 | Streetlight Standard With 2"
Pipe Arm |
||
| 315 | Streetlight Standard With Double 2"
Pipe Arm |
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| 316 | Streetlight Standard With Tapered
Mast Arm |
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| 317 | Streetlight Standard With Double Tapered
Mast Arm |
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| 318 | Pole Top and Arm Mounting Details |
||
| 319 | Lower Pole Details for Pipe and Mast
Arm Poles |
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| 320 | Lighting Standard Setback |
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| 320A | Lighting Standard Setback From Block
Wall |
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| 321 | Lighting Standard Foundation |
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| 322 | Base Adaptor Plate for 16-1/2"
Bolt Circle Foundation |
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| 322A | Base Adaptor Plate for 19" Bolt
Circle Foundation |
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| 323 | Pull Box Cover Bonding Detail |
||
| 324 | Bypass Switch Bracket for Pole Mounted Streetlight Service (City of Mesquite Only) |
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| 325 | Modified Existing Streetlight Foundation
for Installation of Underground Conduit (City of Las Vegas and Clark
County Only) |
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| 326 | Precast Reinforced Concrete Pull Box |
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| 327 | Pull Box Street Cover |
||
| 328 | Utility Pull Box Locations Sidewalk
and Between Driveways |
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| 329 | Concrete Around Pull Boxes in Undeveloped
Areas |
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| 330 | Single Meter Service Pedestal |
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| 331 | Service Pedestal Setback |
||
| 332 | Service Pedestal Foundation (Except
Clark County and City of Las Vegas) |
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| 332.1 | Service Pedestal Foundation (Clark
County and City of Las Vegas) |
||
| 333 | Streetlighting Service Point Located
on a Streetlight Standard (City of Mesquite Only) |
||
| 334 | Temporary Application 120/240 VAC
Service on Wood Pole Overhead Service |
||
| 335 | Streetlight Circuit One Line Diagram (Except Clark County and City of Las Vegas) |
||
| 335.1 | Streetlight Circuit One Line Diagram
(Clark County and City of Las Vegas) |
||
| 336 | System Grounding Plan With Pedestal
Service |
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| 337 | System Grounding Plan With Pole Mounted
Service |
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| 338 | Lighting Standard Wiring Diagram,
240 Volt, 2 Wire |
||
| 339 | Twin Lighting Standard Wiring Diagram,
240 Volt, 2 Wire |
.dwg |
|
| 340 | Lighting Standard Wiring Diagram,
120 Volt, 1 Phase, 3 Wire |
||
SECTION
400 |
|||
| Drawing Number(s) (PDF) |
Description
|
AutoCAD (right-click link to save file) |
|
| 401 | Storm Drain Manholes General Notes |
||
| 402 | Storm Drain Drop Inlet General Notes |
||
| 403 | Type I Manhole |
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| 403A | Type I Manhole 30" Ring and Cover |
.dwg | |
| 404 | Type IA Manhole |
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| 404A | Type IA Manhole 30" Ring and Cover |
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| 405 | Type II Manhole |
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| 405A | Type II Manhole 30" Ring and Cover |
.dwg | |
| 406 | Type III Manhole |
||
| 406A | Type III Manhole 30" Ring and Cover |
.dwg | |
| 407 | Precast Manhole Tees |
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| 407A | Precast Manhole Tees 30" Ring and Cover | .dwg | |
| 408 | Concrete Collar Around Manholes |
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| 408A | Concrete Collar Around Manholes 30" Ring and Cover |
||
| 409 | Standard Manhole Cover and Ring |
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| 409A | Standard Manhole 30" Cover and Ring |
.dwg | |
| 410 | Standard Manhole Steps |
.dwg | |
| 411 | Drop Inlet Type "A" |
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| 411A | Modified Type "A" Drop Inlet |
.dwg | |
| 412 | Drop Inlet Type "B" |
||
| 412A | Type "C-D" Modified Drop Inlet |
.dwg | |
| 413 | Drop Inlet Type "C" |
||
| 414 | Drop Inlet Type "D" |
||
| 415 | Drop Inlet Type "A" and "B" Special Design |
||
| 416 | Beehive Drop Inlet |
||
| 417 | Drop Inlet Frame and Grate |
||
| 418 | Drop Inlet Steel Plate Anchorage |
||
| 419 | Drop Inlet Steel Plate and Protection
Bar |
||
| 420 | Typical Open Channel |
||
SECTION
500 |
|||
| Drawing Number(s) (PDF) |
Description
|
AutoCAD (right-click link to save file) |
|
| 500AL | 0 To 5 Years Pavement Restoration Longitudinal Cut | ||
| 500AT | 0 To 5 Years Pavement Restoration Transverse Cut | ||
| 500BL1 | Over 5 Years Pavement Restoration Longitudinal Cut – Greater Than 60’R/W | ||
| 500BL2 | Over 5 Years Pavement Restoration Longitudinal Cut – 60’R/W or Less | ||
| 500BT | Over 5 Years Pavement Restoration Transverse All R/W Widths | ||
| 501 | Typical Underground Utility Locations
in Residential Streets With 60 Feet or Less Right-of-Way |
||
| 501A | Typical Underground Utility Locations in Streets With Greater Than 60 Feet Right-of-Way | ||
| 503B | Method B for Rigid and Flexible Pipe Trench Backfill - Paved Areas | ||
| 503AF | Method A for Flexible Pipe Trench Backfill-Paved Areas | ||
| 503AR | Method A for Rigid Pipe Trench Backfill – Paved Areas | ||
| 505 | Pipe Trench Bedding Methods |
||
| 506 | Service Installation, 5/8", 3/4", & 1" Meter Sizes-Improved Area |
Deleted - See UDACS |
|
| 507 | Service Installation, 5/8", 3/4", & 1" Meter Sizes-Unimproved Area |
Deleted - See UDACS |
|
| 508 | Service Installation, Dual 5/8", 3/4", & 1"Meter Sizes-Improved Area |
Deleted - See UDACS |
|
| 509 | Service Installation, Dual 5/8", 3/4", & 1" Meter Sizes-Unimproved Area |
Deleted - See UDACS |
|
| 510 | Service Installation, 1-1/2" & 2" Meter Sizes-Improved Area |
Deleted - See UDACS |
|
| 511 | Service Installation, 1-1/2" & 2" Meter Sizes-Unimproved Area |
Deleted - See UDACS |
|
| 512 | Thrust Block Details |
Deleted - See UDACS |
|
| 513 | Anchor Block Details Reducer or Valve |
Deleted - See UDACS |
|
| 514 | Blow-Off Assembly Locations |
Deleted - See UDACS |
|
| 515 | Blow-Off Assembly 4", 6",8", & 10" Mains |
Deleted - See UDACS |
|
| 516 | Fire Hydrant Installation |
Deleted - See UDACS |
|
| 517 | Valve Box Installation & Adjustment |
Deleted - See UDACS |
|
| 518 | Chlorination Requirements |
Deleted - See UDACS |
|
SECTION
600 |
|||
| Drawing Number(s) (PDF) |
Description
|
AutoCAD (right-click link to save file) |
|
| 601 | Typical Application for Barricades & Flagger Traffic Control Sign Standard Designs |
||
| 602 | Warranting Conditions for Portable Concrete Barrier Rail |
||
| 603 | Typical Application for Short Time, Day or Night Operations |
||
| 604 | Typical Application for Rural Moving Day Operations Where
Activities Encroach on the Shoulder |
||
| 605 | Typical Application for Rural Moving Day Operations Where
Activities Encroach on the Pavement |
||
| 606 | Typical Application for 2-Lane, 2-Way Rural Day or Night Operations
Where Activities are More Than 15 Ft. From Edge of Pavement |
.dwg |
|
| 607 | Typical Application for 2-Lane, 2-Way Rural Day or Night Operations
Where Activities Will Encroach Between 15 Ft. & 2 Ft. Outside
of Pavement Edge |
||
| 608 | Typical Application for 2-Lane, 2-Way Rural Day Operations
Where Activities Will Encroach Between Centerline and 2 Ft. Outside
of Pavement Edge |
||
| 609 | Typical Application for 2-Lane, 2-Way Rural Night Operations
Where Activities Will Encroach Between Centerline & 2 Ft. Outside
of Pavement Edge |
||
| 610 | Typical Application for 2-Lane, 2-Way Rural Day or Night Operations
Where Activities Will Encroach Between Centerline & 2 Ft. Outside
of Pavement Edge |
||
| 611 | Typical Application for 2-Lane, 2-Way, Rural or Suburban,
Day or Night Pavement Widening |
||
| 612 | Typical Application for 2-Lane, 2-Way, Rural or Suburban, Day or Night Temporary Paved Bypass Typical Application for 2-Lane, 2-Way, Rural or Suburban, Day or Night Temporary Unpaved Bypass |
||
| 613 | Typical Application for 2-Lane, 2-Way Rural Day or Night Operations With One Lane Closed |
||
| 614 | Typical Application for Multilane, Divided or Undivided, Rural or Suburban, Day or Night Operations Where Activities Are More Than 15 Ft. From Edge of Pavement |
||
| 615 | Typical Application for Multilane, Divided or Undivided, Rural or Suburban, Day or Night Operations Where Activities Will Encroach Between 15 Ft. & 2 Ft. Outside Pavement Edge |
||
| 616 | Typical Application for Multilane, Divided, Rural or Suburban, Day Operations Where Operation Moves Between 1 and 15 MPH |
||
| 617 | Typical Application for Multilane, Divided or Undivided, Rural or Suburban, Day Operations Where Activities Will Encroach on Lane Abutting Shoulder or on the Shoulder Within 2 Ft. Outside the Pavement Edge |
||
| 618 | Typical Application for Multilane, Divided or Undivided, Rural or Suburban, Day and Night Operations Where Activities Will Encroach on Lane Abutting Shoulder or on the Shoulder Within 2 Ft. Outside of Pavement Edge |
||
| 619 | Typical Application for Multilane, Undivided, Rural or Suburban, Day/Night Operations With a Work Area in the Left Lane, Allowing Work Access from Adjacent Lane |
||
| 620 | Typical Application for Multilane, 1-Way or Divided, Rural or Suburban, Day/Night Operations Where Center Lane(s) Are Closed |
||
| 621 | Typical Application for Multilane, Divided, Rural or Suburban, Day or Night Where Activities Require Closing 2 Adjacent Lanes & an Opposing Lane is Used for a Temporary Crossover |
||
| 622 | Typical Application for Work Areas Within or Near Suburban Intersections |
||
| 623 | Typical Application for 2-Lane, 2-Way, Rural or Suburban, Day or Night Road Closure |
||
| 624 | Typical Application for Controlling Pedestrian Traffic |
||
| 625 | Typical Application for Slow Moving or Short Duration Stopping in a Marked Travel Lane on Non-Local Streets |
||
| 626 | Typical Application for Placement of "No Parking" Signs for Short-Term Street Rehabilitation Projects |
||
| 627 | Typical Application for Standard for "Speeding Penalties Doubled" Sign for Use in Temporary Traffic Control Zones |
||
 Uniform
Standard Drawings - Volume 1 |
Approved
Revisions to Uniform Standards |
| Uniform
Standard Drawings - Volume 2 |
Proposed
Revisions to Uniform Standards |
| Uniform
Standard Specifications |
