UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, …

1 UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2012 REVISIONS DRAWING # TITLE AND REVISION SUMMARY EFFECTIVE DATE "Minimum Property Line and Back of Curb Radii Complete Street Alternative" New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative. 07/01/12 "Primary Arterial Complete Street Alternative" New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative. 07/01/12 "Major Collector Complete Street Alternative" New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative. 07/01/12 "Minor Collector Complete Street Alternative" New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative. 07/01/12 "Local Residential Complete Street Alternatives" New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative.

2 07/01/12 ""L" Type Curb and Gutter Complete Street Alternative" New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative. 07/01/12 "Typical Delineation for Roadways Complete Street Alternative" New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative. 07/01/12 "Bicycle Lane Delineation, Legend, and Signage" Revisions to update types of sign sheeting materials, signs and pavement markings to reflect current industry standards . 07/01/12 250 "Street Name Signs Face Copy" Revisions to update types of sign sheeting materials, signs and pavement markings to reflect current industry standards . 07/01/12 "Modified Type "A" Inlet" Administrative correction to change gutter lip transition from 6 inches to 6 feet and "lip of curb" to "lip of gutter. 07/01/12 "Over 5 Years Pavement Restoration Longitudinal Cut 60' R/W or Less" Revision to change pavement removal limits from half street width to lane width.

3 01/01/12 503 "Method B for Rigid and Flexible Pipe Trench Backfill Paved Areas" Revision to modify the material and compaction requirements for trenches. 01/01/12 "Method A for Flexible Pipe Trench Backfill Paved Areas" Revision to modify the material and compaction requirements for trenches. 01/01/12 "Method A for Rigid Pipe Trench Backfill Paved Areas" Revision to modify the material and compaction requirements for trenches. 01/01/12 506 "Utility Pothole Repair" To allow Farmed keyhole plugs and allow keyhole repair as an optional method for roadways with right of way widths of 60 feet or less. 01/01/12 627 "Typical Application for STANDARD for "Double Penalties" Signs for Use in Temporary Traffic Control Zones" Revisions to clarify the design and typical sign placement to conform with MUTCD and NRS 07/01/12 SPECIFICATION REFERENCEDATE 07-01-12 DWG.

4 "B"NOTESMINIMUM PROPERTY LINE AND "A""B""A"60'100'ORORLESS80'MORE60'ORLESS 15'25'30'25'35'35'80'30'35'35'100'ORMORE ** A TRAFFIC CHORD EASEMENT WILL BE REQUIRED AT THIS LINE/PROPERTY LINERADIUS SHOWN IN TABLE60'100'ORORLESS80'MORE60'ORLESS20'2 5'30'25'30'30'80'30'30'30'100'ORMORE BACK OF CURB RADIIBACK OF CURB LINE RADIIPROPERTY LINE RADIIBACK OF CURB RADIUSSHOWN IN TABLETRAFFIC CHORD EASEMENTAT EACH INTERSECTIONWHERE STREET ALTERNATIVEAGENCY APPROVEDLAGENCY APPROVED"B""A" CLARK COUNTY AREAUNIFORM STANDARD DRAWINGSSUPPLEMENTAL DRAWINGSEE STANDARD MEDIAN 'R/WR/W3'45'106' '37'SURFACE TREATMENTSEE NOTES 1 AND 6"L" TYPE CURB & GUTTERSEE STANDARD DRAWING NO. " MIN TYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND PAVEMENTSEE NOTE 35" MIN TYPE II AGGREGATEBASE UNDER SIDEWALKSEE STANDARD DRAWING NO. 2342%L"L" TYPE CURB & GUTTERSURFACE TREATMENT6" MIN TYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND GUTTERSEE NOTES 1 AND 6R/WSEE STANDARD DRAWING NO.

5 UNDER SIDEWALK5" MIN TYPE II AGGREGATESEE NOTE PAVEMENT2%106'R/WARTERIAL WITHOUTMEDIAN ISLANDMEDIAN ISLANDARTERIAL :FINAL PAVEMENT SURFACE (INCLUDING UTACS OR OPEN GRADE) SHALL BE 3/4" MAXIMUM ABOVE LIP OF GRADE SHALL BE FLUSH WITH LIP OF SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARD DRAWING NO. NO. 218 CCL5' DRY UTILITIES SHALL BE PLACED IN A UTILITY CORRIDOR UNDER THE 1" UTACS UNLESS OTHERWISE REQUIRED BY THE BASEOPEN GRADEBITUMINOUS PAVEMENT403501401 CONCRETEDWG. REFERENCELOCAL JURISDICITON. NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT STANDARD IS AN ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY SHALL BE FLUSH WITH LIP AT SIDEWALK BASESEE STANDARD DRAWING NO. 234(SEE NOTE 3)AGGREGATE BASE(SEE NOTE 3)6" " " MIN. PRIMARY ARTERIALCOMPLETE STREET ALTERNATIVE07-01 '3'45'5'AGENCY APPROVEDCLARK COUNTY AREAUNIFORM STANDARD DRAWINGSSUPPLEMENTAL DRAWINGLR/W2%32'80'8'R/WMAJOR COLLECTOR WITHOUTMEDIAN ISLANDSEE STANDARD DRAWING NO.

6 "L" TYPE CURB & GUTTERSEE NOTE 'AGGREGATECOATPRIMETYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND GUTTERSIDEWALK SEE STANDARDDRAWING NO. 234 BASE UNDER SIDEWALK5" MIN TYPE II AGGREGATE2%3'DWG. COUNTY AREAUNIFORM STANDARD DRAWINGSSPECIFICATION REFERENCE302 AGGREGATE BASE401 FOG SEALBITUMINOUS PAVEMENTPRIME COAT406501407 CONCRETE6" (SEE NOTE 3)MAJOR COLLECTORCOMPLETE STREET ALTERNATIVE07-01 SEALSEE NOTES 1 AND 6 SEE STANDARD MEDIAN 'R/WR/W3'32'80'6' 'SURFACE TREATMENTSEE NOTES 1 AND 6"L" TYPE CURB & GUTTERSEE STANDARD DRAWING NO. " MIN TYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND PAVEMENTSEE NOTE 35" MIN TYPE II AGGREGATEBASE UNDER SIDEWALKSEE STANDARD DRAWING NO. 2342%LMAJOR COLLECTOR WITHDRAWING NO. 218C5'AGGREGATE BASE(SEE NOTE 3)6" " ISLAND5'SURFACE TREATMENTFOG PAVEMENT TO BE 1/2" MAXIMUM ABOVE LIP OF GUTTER AFTER COMPACTION. PAVEMENTTHE GRADE BREAK OCCURING IN THE CROSS SECTION SHALL FALL BETWEEN DRIVING DRY UTILITIES SHOULD BE PLACED IN A UTILITY CORRIDOR UNDER THE STANDARD IS AN ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY EACHLOCAL JURISDICITON.

7 NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT BE FLUSH WITH LIP AT SIDEWALK SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARD DRAWING NOS. 200 AND 1" UTACS UNLESS OTHERWISE REQUIRED BY THE APPROVEDSUPPLEMENTAL DRAWINGL6" '60'10'R/WMINOR PAVEMENT TO BE 1/2" MAXIMUM ABOVE LIP OF GUTTER AFTER COMPACTION. PAVEMENTTHE GRADE BREAK OCCURING IN THE CROSS SECTION SHALL FALL BETWEEN DRIVING STANDARD DRAWING NO. "L" TYPE CURB & GUTTERSEE NOTE 'AGGREGATECOATPRIMETYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND GUTTERSIDEWALK SEE STANDARDDRAWING NO. 234 BASE UNDER SIDEWALK5" MIN TYPE II AGGREGATE2%5'DWG. COUNTY AREAUNIFORM STANDARD DRAWINGSSPECIFICATION REFERENCE302 AGGREGATE BASE401 FOG SEALBITUMINOUS PAVEMENTPRIME COAT406501407 CONCRETEUNDERGROUND DRY UTILITIES SHALL BE PLACED IN A UTILITY CORRIDOR UNDER THE STANDARD IS COMPLETE STREET ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY EACH LOCAL JURISDICITON.

8 NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT " (SEE NOTE 3)SHALL BE FLUSH WITH LIP AT SIDEWALK SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARD DRAWING NOS. 200 AND COLLECTORCOMPLETE STREET SEAL5'AGENCY APPROVEDLAGENCY APPROVEDCLARK COUNTY AREAUNIFORM STANDARD DRAWINGSSUPPLEMENTAL DRAWING6" TWO-WAY LOCAL OR :FINAL PAVEMENT SURFACE SHALL BE 1/4" MAXIMUM ABOVE LIP OF GUTTER. PAVEMENT SHALL BE FLUSHBASE UNDER SIDEWALK5" MIN TYPE II AGGREGATEPRIME COATSEE STANDARD DRAWING NO. 234 CURB AND GUTTERAGGREGATE BASE UNDER6" MIN TYPE I OR TYPE PAVEMENTBASE (SEE NOTE 2)TYPE I OR TYPE II AGGREGATER/WSEE STANDARD DRAWING NO. "L" TYPE CURB & GUTTER47' ' FOG SEAL2%R/W6" MIN5'SEE NOTE 2(LOTS 40' WIDE OR LESS)DWG. STANDARD DRAWINGSSPECIFICATION REFERENCEBITUMINOUS PAVEMENTPRIME COATAGGREGATE BASE501406407401302 FOG SEALCONCRETEWITH LIP AT SIDEWALK SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARDDRAWING NO.

9 RESIDENTIALCOMPLETE STREET ALTERNATIVESR/W2% '47'8'R/WSEE STANDARD DRAWING NO. "L" TYPE CURB & GUTTERSEE NOTE 'AGGREGATECOATPRIMETYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND GUTTERSIDEWALK SEE STANDARDDRAWING NO. 234 BASE UNDER SIDEWALK5" MIN TYPE II AGGREGATE2%3'6" (SEE NOTE 3)FOG SEALRESIDENTIAL TWO-WAY LOCAL OR CUL-DE-SAC(LOTS GREATER THAN 40' WIDE - SEE NOTE 3)HOMES ADJACENT TO THIS STREET SECTION MAY REQUIRE SPRINKLERS PER ENTITY FIRE '6" 'AGENCY APPROVEDLCLARK COUNTY AREAUNIFORM STANDARD DRAWINGSSUPPLEMENTAL DRAWINGSPECIFICATION REFERENCEUNIFORM STANDARD DRAWINGSCLARK COUNTY AREADATEDWG. PLAN "L" TYPE CURB AND GUTTERFLOWLINEWEAKENEDPLANE JOINTSSEE STANDARD DRAWING10' (TYP.)10'11"7"6"NOTES:1/2" R6"6"1"1/4"HOLDING GUTTER1/2" R1"19"501 CONCRETE707 JOINT MATERIAL6"1" R11"CONCRETE1"1/2"5-1/2"SEE NOTE 1 FOR " BATTER ON GUTTER FACE " EXPANSION JOINT ATALL COLD JOINTS, ATBEGINNING AND END OF RETURN AND AT 300' FOR EXTRUDEDCURB AND 30' MAX.

10 INTERVALSFOR FORMED CURB. FOR JOINTDETAIL SEE STANDARD DRAWINGNUMBER 234 NUMBER 234 AGGREGATE BASE COURSE30207-01-12 COMPLETE STREET ALTERNATIVEAGENCY APPROVEDLCLARK COUNTY AREAUNIFORM STANDARD DRAWINGSSUPPLEMENTAL DRAWING106 FT. STREET6" SOLID WHITE LINERAISED MEDIANTWO-WAY LEFT TURN LANE80 FT. STREETWHITE LINE6" THE LOCAL JURISDICTIONAL FOR DEVELOPMENT REQUIREMENTS FOR THE AREA BETWEEN THE CURB CURB LANES ARE MEASURED TO LIP OF GUTTER OR EDGE OF PAVEMENT IF CURB AND GUTTER DO NOT LINE DELINEATION SHALL COMPLY WITH STANDARD DRAWING NO. 244 & NOTES:SIDEWALKBUFFERBIKE LANESIDEWALKBIKE LANELANDSCAPESEE NOTE 2 SEE NOTE 2 BIKE LANES TO BE PROVIDED IF SEGMENT CONNECTS TO OTHER BIKE LANES OR IF ROADWAY SEGMENT IS RAISED MEDIAN ORSEE NOTE 4 SEE NOTE 41 MILE OR GREATER. IF BIKE LANE IS NOT PROVIDED, TRAVEL LANES SHOULD REMAIN AT DIMENSIONSAND SO A BICYCLE LANE COULD BE PROVIDED IN THE FUTURE.