SECTION
100
SYMBOLS AND ABBREVIATIONS |
| |
Drawing
Number(s)
(PDF) |
|
AutoCAD
(right-click link
to save file) |
|
101-104 |
Symbols |
|
|
105-106 |
Abbreviations |
|
SECTION
200
STREET IMPROVEMENTS |
| |
Drawing
Number(s)
(PDF) |
|
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 |
|
|
201 |
Minimum Back of Curb Radius |
|
|
201.1 |
Additional Right-of-Way Required at
Major Intersections |
|
|
201.2 |
Sight Visibility Zones at Intersections |
|
|
202 |
Arterial Urban Area Street Sections
With Curbside Sidewalk |
|
|
202
ALT |
Arterial Alternate Urban Area Street Sections
With Offset Sidewalk |
|
| |
205 |
Collector Urban Area Street Sections
With Curbside Sidewalk |
|
| |
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 |
|
|
208.1 |
Half Street Construction Sections
(Clark County Only) |
|
|
209 |
Access Roads (For Use in Hydrographic Basin No. 212) (PM-10 Non-Attainment Areas) |
|
|
209A |
Access Road (For Use in PM-10 Compliant
Areas) |
|
|
210 |
Private Street Sections |
|
|
211 |
Knuckle |
|
|
211.1 |
Knuckle - Type 1 (Clark County Only) |
|
|
212 |
Cul-De-Sac |
|
|
213 |
Hammerhead (Clark County Only) |
|
|
214 |
Alley (Except Clark County) |
|
|
215 |
Alley, Concrete (Except Clark County) |
|
|
216 |
"L" Type Curb and Gutter |
|
|
217A |
30" Roll Curb Residential Area
(Clark County, Las Vegas, North Las Vegas and Henderson Only) |
|
|
218 |
Median Island Typical Section |
|
|
219 |
"A" and "L" Type
Island Curb |
|
|
220 |
Tack on Island Curb |
|
|
221 |
Tack on Island (Except City of Henderson) |
|
|
221.1 |
Channelized Median Detail for Commercial
Driveways or Intersecting Streets |
|
|
222 |
Residential Driveway Geometrics |
|
|
222A |
Commercial and Multi-Family Driveway
Geometrics
Commercial and Multi-Family Security Gate Geometrics |
|
|
223 |
Residential Driveway |
|
|
224 |
Commercial and Industrial Driveway
(Option A) |
|
|
225 |
Commercial and Industrial Driveway
(Option B) or Private Street Access |
|
|
226 |
Commercial and Industrial Driveway
(Option C) (Allowable in North Las Vegas Only) |
|
|
226.1 |
Light Duty Commercial Driveway (Offices, Churches, Schools, Restaurants, etc.) (Henderson Only) |
|
|
226.2 |
Heavy-Duty Commercial Driveway (Service Stations, Industrial, Loading Docks, etc.) (City
of Henderson Only) |
|
|
227 |
Depressed Alley Driveway (City of
Las Vegas Only) |
|
|
228 |
Cross Gutter |
|
|
229 |
Half Street Cross Gutter |
|
|
230 |
Concrete Pavement Intersection Typical
Layout |
|
|
231 |
Concrete Pavement Typical Roadway
Section |
|
|
232 |
Concrete Pavement Construction Details |
|
|
233 |
Concrete Pavement Joint Details |
|
|
234 |
Sidewalk |
|
| |
234.1 |
Typical Bus Turn-Out |
|
| |
234.2 |
Typical Bus Stop Passenger Loading and Shelter Pads |
|
| |
234.2A |
Typical Double Bus Stop Passenger Loading and Shelter Pads |
|
| |
234.3 |
Bus Stop Placement Within Exclusive
Right Turn Lane for Commercial Properties |
|
| |
235 |
Sidewalk Ramp (Case I)
Sidewalk Ramp (Case II)
Sidewalk Ramp (Case III)
Sidewalk Ramp Details |
|
|
235.1 |
Sidewalk Ramp Location
"T"
Intersections |
|
|
236 |
Sidewalk Drain |
|
|
237 |
Concrete Barrier Rail |
|
|
238 |
Precast Bumper Block |
|
|
239 |
Type I Monument |
|
|
240 |
Type II Monument |
|
|
241 |
Type III Monument |
|
|
242 |
Type IV Monument |
|
|
243 |
Typical Monument Location |
|
|
244 |
Typical Centerline Delineation |
|
|
244A |
Typical Lane Line Delineation |
|
|
244.1 |
Typical Delineation for Roadways 100
Ft. or Greater Right-of-Way With Curbside Sidewalk |
|
|
244.1
ALT |
Typical Delineation for Alternate Roadways With
Offset Sidewalk |
|
|
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) |
|
|
244.4 |
Bicycle Lane Delineation on One-Way Street |
|
|
244.5 |
Bicycle Lane Delineation, Legend, and Signage |
|
|
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 |
|
|
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 |
|
| |
246.3 |
Bicycle Lane at a Right Turn Drop Lane |
|
| |
246.4 |
Bicycle Lane Delineation at Approach to Intersection
Without Exclusive Right-Turn Lane |
|
| |
246.5 |
Bicycle Lane Departure From Intersections |
|
| |
247 |
Marker Details and Lane Marker Schedule |
|
| |
248 |
Median Nose Markings |
|
|
249 |
Standard Street Name
Sign Post Installation |
|
|
249A |
Sign Installation Detail |
|
|
|
|
Street Name Signs Face Copy
Street Name Signs Letter Spacing |
|
|
251 |
Street Name Sign Blanks |
|
| |
252 |
Chain Link Fence (72" High or
Less) |
|
| |
253 |
Chain Link Gates |
|
| |
254 |
Crosswalk Markings (Except Clark County) |
|
| |
254A |
Crosswalk Markings (Except City of Las Vegas) |
|
| |
255 |
Shared Use Path |
|
| |
255.1 |
Shared Use Path Along a Roadway |
|
| |
255.2 |
Typical Transition Section From Shared Use Path
Along Roadway to Sidewalk |
|
| |
255.3 |
Sign Sizes for Shared Use Path |
|
| |
255.4 |
Delineation and Bollard Usage on Shared Use Path |
|
| |
256 |
Shared Use Path Crossing of Free Right Turn Lane |
|
| |
256.1 |
Typical Signage for Shared Use Path at Intersection |
|
| |
256.2 |
Shared Use Path Crossing Two Lane Roadway |
|
| |
256.3 |
Shared Use Path Crossing 4 Lane Roadway |
|
|
256.4 |
Shared Use Path Crossing 6 Lane Roadway |
|
| |
256.5 |
Shared Use Path Under Crossing |
|
| |
256.6 |
Shared Use Path Crossing Railroad |
|
| |
256.7 |
Typical Delineation for Shared Use Path Parallel
to Railroad Crossing a Roadway |
|
SECTION
300
STREET LIGHTING |
| |
Drawing
Number(s)
(PDF) |
|
AutoCAD
(right-click link
to save file) |
|
300 |
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 |
|
|
316 |
Streetlight Standard With Tapered
Mast Arm |
|
|
317 |
Streetlight Standard With Double Tapered
Mast Arm |
|
|
318 |
Pole Top and Arm Mounting Details |
|
|
319 |
Lower Pole Details for Pipe and Mast
Arm Poles |
|
|
320 |
Lighting Standard Setback |
|
|
320A |
Lighting Standard Setback From Block
Wall |
|
|
321 |
Lighting Standard Foundation |
|
|
322 |
Base Adaptor Plate for 16-1/2"
Bolt Circle Foundation |
|
|
322A |
Base Adaptor Plate for 19" Bolt
Circle Foundation |
|
|
323 |
Pull Box Cover Bonding Detail |
|
|
324 |
Bypass Switch Bracket for Pole Mounted
Streetlight Service
(City of Mesquite Only)
|
|
|
325 |
Modified Existing Streetlight Foundation
for Installation of Underground Conduit (City of Las Vegas and Clark
County Only) |
|
|
326 |
Precast Reinforced Concrete Pull Box |
|
|
327 |
Pull Box Street Cover |
|
|
328 |
Utility Pull Box Locations Sidewalk
and Between Driveways |
|
|
329 |
Concrete Around Pull Boxes in Undeveloped
Areas |
|
|
330 |
Single Meter Service Pedestal |
|
|
331 |
Service Pedestal Setback |
|
|
332 |
Service Pedestal Foundation (Except
Clark County and City of Las Vegas) |
|
|
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 |
|
|
337 |
System Grounding Plan With Pole Mounted
Service |
|
|
338 |
Lighting Standard Wiring Diagram,
240 Volt, 2 Wire |
|
|
339 |
Twin Lighting Standard Wiring Diagram,
240 Volt, 2 Wire |
|
|
340 |
Lighting Standard Wiring Diagram,
120 Volt, 1 Phase, 3 Wire |
|
SECTION
400
DRAINAGE IMPROVEMENTS |
| |
Drawing
Number(s)
(PDF) |
|
AutoCAD
(right-click link
to save file) |
| |
401 |
Storm Drain Manholes General Notes |
|
| |
402 |
Storm Drain Drop Inlet General Notes |
.dwg |
| |
403 |
Type I Manhole |
.dwg |
| |
403A |
Type I Manhole 30" Ring and Cover |
.dwg |
| |
404 |
Type IA Manhole |
.dwg |
| |
404A |
Type IA Manhole 30" Ring and Cover |
|
| |
405 |
Type II Manhole |
|
| |
405A |
Type II Manhole 30" Ring and Cover |
.dwg |
| |
406 |
Type III Manhole |
.dwg |
| |
406A |
Type III Manhole 30" Ring and Cover |
.dwg |
| |
407 |
Precast Manhole Tees |
.dwg |
| |
407A |
Precast Manhole Tees 30" Ring and Cover |
.dwg |
| |
408 |
Concrete Collar Around Manholes |
.dwg |
| |
408A |
Concrete Collar Around Manholes 30" Ring and Cover |
|
| |
409 |
Standard Manhole Cover and Ring |
|
| |
409A |
Standard Manhole 30" Cover and Ring |
.dwg |
| |
410 |
Standard Manhole Steps |
.dwg |
| |
411 |
Drop Inlet Type "A" |
.dwg |
| |
411A |
Modified Type "A" Drop Inlet
|
.dwg |
| |
412 |
Drop Inlet Type "B" |
.dwg |
|
412A |
Type "C-D" Modified Drop Inlet |
.dwg |
| |
413 |
Drop Inlet Type "C" |
.dwg |
| |
414 |
Drop Inlet Type "D" |
.dwg |
| |
415 |
Drop Inlet Type "A" and "B"
Special Design |
|
| |
416 |
Beehive Drop Inlet |
.dwg |
| |
417 |
Drop Inlet Frame and Grate |
.dwg |
| |
418 |
Drop Inlet Steel Plate Anchorage |
.dwg |
| |
419 |
Drop Inlet Steel Plate and Protection
Bar |
.dwg |
| |
420 |
Typical Open Channel |
.dwg |
SECTION
500
UTILITIES AND MISCELLANEOUS
IMPROVEMENTS |
| |
Drawing
Number(s)
(PDF) |
|
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 |
|
| |
507 |
Service Installation, 5/8", 3/4", & 1" Meter Sizes-Unimproved Area |
|
| |
508 |
Service Installation, Dual 5/8", 3/4", & 1"Meter Sizes-Improved Area |
|
| |
509 |
Service Installation, Dual 5/8", 3/4", & 1" Meter Sizes-Unimproved Area |
|
|
510 |
Service Installation, 1-1/2" & 2" Meter Sizes-Improved Area |
|
| |
511 |
Service Installation, 1-1/2" & 2" Meter Sizes-Unimproved Area |
|
| |
512 |
Thrust Block Details |
|
| |
513 |
Anchor Block Details Reducer or Valve |
|
| |
514 |
Blow-Off Assembly Locations |
|
| |
515 |
Blow-Off Assembly 4", 6",8", & 10" Mains |
|
| |
516 |
Fire Hydrant Installation |
|
| |
517 |
Valve Box Installation & Adjustment |
|
| |
518 |
Chlorination Requirements |
|
SECTION
600
TRAFFIC CONTROL PLANS FOR HIGHWAY
WORK ZONE
(Note: All 600 Series Drawings are 11 X 17)
|
| |
Drawing
Number(s)
(PDF) |
|
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 |
|
|
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 |
|
