Download - FOREWORD UNIFORM STANDARD DRAWINGS … UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA The following participating entities

FOREWORD

UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA

The following participating entities of the Clark County, Nevada area have adopted these standard drawings. CITY OF LAS VEGAS

Adopted by City Council action ...............................................November 4, 1987 CITY OF HENDERSON

Adopted by City Council action .................................................October 20, 1987 CITY OF NORTH LAS VEGAS

Adopted by City Council action ...............................................November 4, 1987 CITY OF BOULDER CITY

Adopted by City Council action ................................................. January 26, 1988 CITY OF MESQUITE

Adopted by City Council action ................................................. January 26, 1988 CLARK COUNTY

Adopted by Board action ...................................................................... April 1998 REGIONAL STREET AND HIGHWAY COMMISSION

Adopted by Commission Action...................................................October 8, 1987

The Uniform Standard Drawings for Public Works Construction may be revised by issuance of revisions or supplements to correct errors and omissions found in these drawings and to reflect advanced thinking and the changing technology of the construction industry. Each revision will supersede any previous pertinent drawing. Upon approval by the RTC, revisions will become effective and be posted on the RTC web-site, www.rtcsnv.com, by the first day of the month of January and July.

To implement this end a Specifications Committee has been established as a permanent organization to continually study and recommend changes to the standard drawings. Interested parties may address suggested changes and questions to the Regional Transportation Commission, 600 South Grand Central Parkway, Suite 350, Las Vegas, Nevada, 89106-4512.

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SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGSCLARK COUNTY AREA

DATE DWG. NO.

SYMBOLS

CENTERLINE OR

SECTION LINE

DIRECTION OF FLOW

101 1 OF 4SHEET

SURVEY LINE

RIGHT-OF-WAY OR

FENCE

FLOW LINE OF DITCH

VALVE (INITIALS INDICATE OWNERSHIP

GAS CATHODE PROTECTION RECTIFIER

UTILITY BOX (INITIALS INDICATE

PUBLIC SERVICE UTILITY POLE,

POLE WITH GUY ANCHOR

FIRE HYDRANT

PROPERTY LINE

CUT LINE-ASPHALTCONC. OR PCC CONC.

MISCELLANEOUS TOPOGRAPHIC SYMBOLS

AND / OR TYPE)

OWNERSHIP AND / OR TYPE)

LINE TO SHOW DIRECTION OF

OR CHANNEL

EXISTING UTILITY STUB-OUT

TRAFFIC CONTROL SIGN

R

STREET NAME SIGN

TEST HOLE

CONCRETE BLOCK WALL

FIRE ALARM BOX ON PEDESTAL

RUN OF OVERHEAD LINE

CONCRETE MONUMENT

TREE (NO. INDICATESTRUCK DIA. IN INCHES)

MISCELLANEOUS SYMBOL (ABBREVIATIONINDICATES TYPE)

HEDGE (NOTE SIZE & SPECIES)

STEPS (NOTE TYPE ANDNO. OF RISERS)

EXISTING BUILDING

EXISTING BUILDING FOUNDATION

RETAINING WALL

INTERSECTING CENTERLINE

FA

NO.

ABBR.

(LOW SIDE)

(HIGH SIDE)

AGENCY APPROVED CB H L M N

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DATE DWG. NO.

PROPOSED CONSTRUCTION

VALLEY GUTTER

CURB AND GUTTER

101 2 OF 4SHEET

BACK OFCURB

DRIVEWAY

BACK OF SIDEWALKRIGHT-OF-WAY LINE

WHEELCHAIR RAMP

DROP INLET

GRATE GRATE

EDGE OF PAVEMENT

ELEVATIONS 0.00 (0.00)

CUT OR FILL SLOPES

TOP OF SLOPE

TOE OF SLOPE

NOTE: FUTURE CONSTRUCTION ITEMS ON PLANS SHALL BE INDICATEDBY A DASHED LINE AND APPROPRIATE NOTE.

SYMBOLS

EXISTINGPLAN ONLY

CURBBACK OF


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DATE DWG. NO.

VALLEY GUTTER

WING TYPE HEADWALL

101 3 OF 4SHEET

UNDERGROUND UTILITYOWNERSHIP INDICATED BY LINE LEGEND

WITH MANHOLE ANDCASING SIZE AND TYPE OF CONDUIT SHALL

BE PLACED ON CONDUIT WHENAVAILABLE

TSI

E

TRAFFIC SIGNAL INTERCONNECT

ELECTRIC

FA FIRE ALARM

SL STREET LIGHT

CATV CABLE TELEVISION

SS

SD

W

S-G

PL-G

T

SANITARY SEWER

STORM DRAIN

WATER

STEEL GAS

PLASTIC GAS

TELEPHONE

CENTERLINE GRADE

PLAN ONLY PROPOSED CONSTRUCTION EXISTING

LEGEND

PROFILE ONLY

TOP OF CURB OR FLOWLINE

PIPE

OR OR

OR OR

SYMBOLS


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DATE DWG. NO.

SYMBOLS

SL-SIZESL

PROPOSED CONSTRUCTIONEXISTING

PULL BOX (INITIALS INDICATE OWNERSHIP

TRAFFIC SIGNAL CONTROLLER

TRAFFIC SIGNAL DETECTOR LOOP

SERVICE POINT, PAD MOUNTED

101 4 OF 4SHEET12-12-96

MISCELLANEOUS ELECTRICAL SYMBOLS

PLAN ONLY

AND NUMBER INDICATES SIZE)

TRAFFIC SIGNAL WITH LUMINAIRE

TRAFFIC SIGNAL POLE

SCHOOL FLASHER

7 GAGE LIGHTING STANDARD

11 GAGE LIGHTING STANDARD

100 W LUMINAIRE

150 W LUMINAIRE

200 W LUMINARE

250 W LUMINAIRE

400 W LUMINAIRE

750 W LUMINAIRE


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DATE DWG. NO. 105 1 OF 2SHEET

ABBREVIATIONS

- Abandon Elev - ElevationAbanAIP - Abandoned in Place Embk - EmbankmentAgg - Aggregate ECR - End of Curb ReturnAlt - Alternate EC - End of Curve A - Anode, Gas EBS

- Cathode Protection ACP - Asbestos Cement Pipe Bond Station AC - Asphaltic Concrete ETS

- Cathode Protection

Ave - Avenue Test Station BC - Back of Curb EVC - End of Vertical Curve BCR - Back of Curb Radius Exist - Existing BVC - Beginning of Vertical Curve Ft - Feet or Foot BM - Bench Mark FG - Finish Grade Bdry Line - Boundary Line FA - Fire Alarm

FH - Fire Hydrant CATV - Cable TelevisionC-C - Center to Center FL - Flow Line CL - Centerline Galv - Galvanized CBC - City of Boulder City GM - Gas MeterCLV - City of Las Vegas - Gas Pressure RegulatorGRCOH - City of Henderson PL-G - Plastic GasCM - City of Mesquite S-G - Steel GasCNLV - City of North Las Vegas GB - Grade BreakCC - Clark County Gut - GutterCCSD - Clark County Sanitation

DistrictHdwl - HeadwallIn - Inch

CO - Clean Out, SewerComm - Commercial

INT - IntersectionINV - Invert

Conc, PCC - ConcreteConst - Construction or ConstructCor - Corner

ISL - IslandJB - Junction BoxLOC - Length of Curb

CMP - Corrugated Metal PipeCSAP - Corrugated Steel Arch PipeCSP - Corrugated Steel Pipe

Lt - LeftLF - Linear FeetLVVWD - Las Vegas Valley Water

C&G - Curb and GutterCIP - Cast Iron PipeCol - ColumnCu Yd, CY - Cubic YardCu Ft, CF - Cubic Feet

MH - ManholeDictrict

Max - MaximumMin - MinimumMon - Monolithic

Culv - CulvertCF - Curb FaceDept - DepartmentDia - Diameter

N/o - North ofNTS - Not to ScaleOC - On CenterOG - Open-Graded Pavement,

Original GroundDwy - DrivewayDI - Drop InletEsmt - EasementE/o - East of

- PavementPvmtPI - Point of IntersectionPRC - Point of Reverse CurvePC - Point of CurvePT - Point of TangencyPCC - Point of Compound CurvePCC, Conc - Portland Cement Concrete

EP - Edge of PavementEO - Edge of OilE - ElectricEM - Electric Meter


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DATE DWG. NO. 105 2 OF 2SHEET

ABBREVIATIONS

- Power PolePPP - PowerP - Property LineProp - ProposedPB - Pull BoxRP - Radius PointR - RadiusRR - RailroadReinf - ReinforcedRC - Reinforced ConcreteRCB - Reinforced Concrete BoxRCP - Reinforced Concrete PipeReloc - RelocateRT - RightR/W - Right-of-wayRD - RoadSS - Sanitary SewerSht - SheetS/o - South of SW - SidewalkSQ FT, SF - Square footSQ YD, SY - Square yardSta - Station

- Steel Highpressure PipeSD - Storm DrainSTD - StandardStruct - Structural or StructureSurv - SurveySL - StreetlightT - TelephoneTemp - TemporaryTBA - To Be AdjustedTBR - To Be RemovedTC - Top of CurbTP - Top of PipeTS - Traffic SignalTSI - Traffic Signal InterconnectTrans - TransitionTyp - TypicalUG - UndergroundVar - VariableVert - VerticalVC - Vertical CurveVG - Valley GutterVCP - Vitrified Clay PipeW - WaterWM - Water MeterW/o - West ofYd - Yard

L

SHP


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DATE DWG. NO.

1. THIS CHART WAS CONSTRUCTED USING THE 1993 AASHTO PAVEMENT DESIGN GUIDE, 1996 NDOT MANUAL ANDTHE 2000 RTC DESIGN CRITERIA, SECTION 401.01.02 OF THE STANDARD SPECIFICATIONS.

AN AVERAGE R-VALUE MAY BE USED IF IT IS REPRESENTATIVE OF ALL PROJECT CONDITIONS.

ADDITIONAL DESIGN COMPENSATION IS REQUIRED IF EXPANSIVE SOILS, HYDRO-COLLAPSIBLE SOILS, OR SOLUBLE

2.

MATERIALS ARE PRESENT.

MEET OR EXCEED THE STRUCTURAL NUMBER REQUIREMENTS ARE ACCEPTABLE.4. AC DEPTHS SHOWN ARE MINIMUMS AND 4" MINIMUM TYPE II IS REQUIRED; OTHER COMBINATIONS THAT

401 PLANTMIX BITUMINOUS PAVEMENTS

PAVEMENT STRUCTURE DESIGN GUIDELINE CHART

11-10-04

FORMINOR COLLECTOR AND RESIDENTIAL ROADWAYS

NOTES:

3.

RESIDENTIAL MINOR COLLECTOR

Normal Traffic (5.0) Normal Traffic (6.0)Heavy Traffic (5.5) Heavy Traffic (6.5)

SN AC T-II T-I T-IT-IIACSN T-IIACSN T-I ACSN T-II T-IR-Value1.70 2.0 4.0 5.016 2.00 2.5 4.0 6.0 2.25 3.0 4.0 6.5 7.54.03.52.50

4.02.52.01.70 4.0 5.0 1.95 4.0 5.5 3.02.20 6.0 2.45 4.03.5 7.0184.02.52.01.65 4.0 4.5 1.90 4.0 5.0 3.02.15 5.5 2.40 4.03.5 6.5204.02.52.01.60 4.0 4.0 1.85 4.0 4.5 3.02.05 5.0 2.35 4.03.5 6.0224.02.52.01.55 7.5 NA 1.80 4.0 4.0 3.02.00 4.5 2.25 4.03.5 5.0244.02.52.01.50 7.0 NA 1.75 7.5 NA 3.01.95 4.0 2.20 4.03.5 4.5267.52.52.01.45 6.5 NA 1.70 7.0 NA 3.01.90 NA 2.15 4.03.5 4.0287.02.52.01.40 6.0 NA 1.65 6.5 NA 3.01.85 NA 2.10 7.53.5 NA306.52.52.01.35 5.5 NA 1.60 6.0 NA 3.01.80 NA 2.05 7.03.5 NA326.02.52.01.35 5.5 NA 1.55 6.0 NA 3.01.75 NA 2.00 6.53.5 NA345.52.52.01.30 5.0 NA 1.50 5.5 NA 3.01.70 NA 1.95 6.03.5 NA365.02.52.01.25 5.0 NA 1.45 5.0 NA 3.01.65 NA 1.85 5.53.5 NA385.02.52.01.20 4.5 NA 1.40 4.5 NA 3.01.60 NA 1.80 5.03.5 NA404.52.52.01.15 4.0 NA 1.35 4.0 NA 3.01.55 NA 1.75 4.53.5 NA424.52.52.01.15 4.0 NA 1.35 4.0 NA 3.01.55 NA 1.70 4.03.5 NA444.02.02.01.10 4.0 NA 1.30 5.0 NA 3.01.50 NA 1.70 4.03.5 NA464.02.02.01.05 4.0 NA 1.25 5.0 NA 3.01.45 NA 1.65 5.03.0 NA484.02.02.01.05 4.0 NA 1.20 4.5 NA 3.01.40 NA 1.60 5.03.0 NA504.02.02.01.00 4.0 NA 1.20 4.5 NA 3.01.35 NA 1.55 4.53.0 NA524.02.02.00.95 4.0 NA 1.15 4.0 NA 3.01.30 NA 1.50 4.03.0 NA544.02.02.00.95 4.0 NA 1.10 4.0 NA 3.01.30 NA 1.45 4.03.0 NA564.02.02.00.90 4.0 NA 1.05 4.0 NA 3.01.25 NA 1.40 4.03.0 NA584.02.02.00.85 4.0 NA 1.05 4.0 NA 3.01.20 NA 1.35 4.03.0 NA604.02.02.00.85 4.0 NA 1.00 4.0 NA 3.01.15 NA 1.35 4.03.0 NA624.02.02.00.80 4.0 NA 0.95 4.0 NA 3.01.15 NA 1.30 4.03.0 NA644.02.02.00.75 4.0 NA 0.95 4.0 NA 3.01.10 NA 1.25 4.03.0 NA664.02.02.00.75 4.0 NA 0.90 4.0 NA 3.01.05 NA 1.20 4.03.0 NA684.02.02.00.70 4.0 NA 0.85 4.0 NA 3.01.00 NA 1.15 4.03.0 NA704.02.02.00.70 4.0 NA 0.80 4.0 NA 3.01.00 NA 1.15 4.03.0 NA724.02.02.00.65 4.0 NA 0.75 4.0 NA 3.00.95 NA 1.10 4.03.0 NA744.02.02.00.65 4.0 NA 0.75 4.0 NA 3.00.90 NA 1.05 4.03.0 NA764.02.02.00.65 4.0 NA 0.70 4.0 NA 3.00.85 NA 1.05 4.03.0 NA78

200.1


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DATE DWG. NO.

1. THIS CHART WAS CONSTRUCTED USING THE 1993 AASHTO PAVEMENT DESIGN GUIDE, 1996 NDOT MANUAL AND

A TRAFFIC STUDY MAY BE REQUIRED IF TI > 9.5.2.

THE 2000 RTC DESIGN CRITERIA, SECTION 401.01.02 OF THE STANDARD SPECIFICATIONS.

AN AVERAGE R-VALUE MAY BE USED IF IT IS REPRESENTATIVE OF ALL PROJECT CONDITIONS.

ADDITIONAL DESIGN COMPENSATION IS REQUIRED IF EXPANSIVE SOILS, HYDRO-COLLAPSIBLE SOILS, OR SOLUBLE

3.

MATERIALS ARE PRESENT.

MEET OR EXCEED THE STRUCTURAL NUMBER REQUIREMENTS ARE ACCEPTABLE.5. AC DEPTHS SHOWN ARE MINIMUMS AND 4" MINIMUM TYPE II IS REQUIRED; OTHER COMBINATIONS THAT

401 PLANTMIX BITUMINOUS PAVEMENTS

PAVEMENT STRUCTURE DESIGN GUIDELINE CHART

11-10-04

FORMAJOR COLLECTOR AND ARTERIAL ROADWAYS

NOTES:

4.

MAJOR COLLECTOR ARTERIAL

Normal Traffic (8.0) Normal Traffic (9.0)Heavy Traffic (8.5) Heavy Traffic (9.5)

SN AC T-II T-I T-IT-IIACSN T-IIACSN T-I ACSN T-II T-IR-Value3.35 4.0 4.0 13.516 3.65 4.5 4.0 14.5 4.25 5.0 4.0 18.5 19.54.05.54.55

4.04.54.03.30 4.0 13.0 3.55 4.0 14.0 5.04.15 17.5 4.45 4.05.5 19.0184.04.54.03.20 4.0 12.0 3.45 4.0 13.0 5.04.05 16.5 4.35 4.05.5 18.0204.04.54.03.10 4.0 11.5 3.40 4.0 12.5 5.03.95 16.0 4.25 4.05.5 17.0224.04.54.03.05 4.0 11.0 3.30 4.0 11.5 5.03.85 15.0 4.15 4.05.5 16.0244.04.54.02.95 4.0 10.0 3.20 4.0 10.5 5.03.75 14.0 4.05 4.05.5 15.0264.04.54.02.90 4.0 9.5 3.15 4.0 10.0 5.03.65 13.0 3.95 4.05.5 14.0284.04.54.02.80 4.0 8.5 3.05 4.0 9.0 5.03.55 12.00 3.85 4.05.5 13.5304.04.54.02.75 4.0 8.0 2.95 4.0 8.5 5.03.45 11.5 3.75 4.05.5 12.5324.04.54.02.65 4.0 7.0 2.90 4.0 8.0 5.03.40 11.0 3.65 4.05.5 11.5344.04.54.02.60 4.0 6.5 2.80 4.0 7.0 5.03.30 10.0 3.55 4.05.5 10.5364.04.54.02.50 4.0 6.0 2.75 4.0 6.5 5.03.20 9.0 3.45 4.05.5 9.5384.04.54.02.45 4.0 5.5 2.65 4.0 5.5 5.03.15 8.5 3.35 4.05.5 9.0404.04.54.02.40 4.0 5.0 2.60 4.0 5.0 5.03.05 7.5 3.30 4.05.5 8.5424.04.54.02.35 4.0 4.5 2.55 4.0 4.5 5.02.95 7.0 3.20 4.05.5 7.5444.04.54.02.25 4.0 4.0 2.45 4.0 4.0 5.02.90 6.5 3.10 4.05.5 6.5464.04.54.02.20 7.0 NA 2.40 7.0 NA 5.02.80 5.5 3.05 4.05.5 6.0484.04.54.02.15 6.5 NA 2.35 6.5 NA 5.02.75 5.0 2.95 4.05.5 5.0504.04.54.02.10 6.0 NA 2.30 6.0 NA 5.02.65 4.0 2.90 4.05.5 4.5527.54.54.02.05 5.5 NA 2.20 5.5 NA 5.02.60 NA 2.80 4.05.5 4.0547.04.54.02.00 5.0 NA 2.15 5.0 NA 5.02.55 NA 2.75 7.05.5 NA566.04.54.01.95 5.0 NA 2.10 4.5 NA 5.02.45 NA 2.65 6.55.5 NA585.54.54.01.90 4.5 NA 2.05 4.0 NA 5.02.40 NA 2.60 6.05.5 NA605.04.04.01.85 4.0 NA 2.00 5.0 NA 5.02.35 NA 2.50 5.05.5 NA624.54.04.01.80 4.0 NA 1.95 5.0 NA 5.02.30 NA 2.45 4.55.5 NA644.04.04.01.75 4.0 NA 1.90 4.5 NA 5.02.20 NA 2.40 4.05.5 NA665.04.04.01.70 4.0 NA 1.85 4.0 NA 4.52.15 NA 2.35 5.05.0 NA684.54.04.01.65 4.0 NA 1.80 4.0 NA 4.52.10 NA 2.25 4.55.0 NA704.04.04.01.60 4.0 NA 1.75 4.0 NA 4.52.05 NA 2.20 4.05.0 NA725.04.04.01.55 4.0 NA 1.70 4.0 NA 4.02.00 NA 2.15 5.04.5 NA744.54.04.01.50 4.0 NA 1.65 4.0 NA 4.01.95 NA 2.10 4.54.5 NA764.04.04.01.45 4.0 NA 1.60 4.0 NA 4.01.90 NA 2.05 4.04.5 NA78

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DATE 11-10-04 DWG. NO. 201

PROPERTY LINES SHALL BE PARALLELAND RADIAL TO THE BACK OF CURB AT

"B"

NOTES

MINIMUM BACK OF CURB RADIUS

RIGHT-OF-WAY LINE

"A"

"B"

BACK OF CURB RADIUSSHOWN IN TABLE

"A"

60' 100'OR OR

LESS80'

MORE

60'OR

LESS20' 25' 30'

25' 30' 30'80'

30' 30' 30'100'OR

MORE

A DISTANCE CONSISTENT WITH THE STANDARD STREET SECTIONS DRAWINGNUMBERS.

PROPERTY LINE RADIUS SHALL BE*A MINIMUM OF 54 FEET.

*

**

**

* PROPERTY LINE RADIUS SHALL BE*A MINIMUM OF 40 FEET.

AGENCY APPROVED CB H L M NAGENCY APPROVED CB H L M N

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NECESSARY FOR INTERSECTIONSTANDARD 100' ACQUISITION) RIGHT-OF-WAY (BEYOND

ADDITIONAL RIGHT-OF-WAY NECESSARY FOR EXCLUSIVERIGHT TURN LANEAT INTERSECTION

54' RADIUS

80' OR MORE

100'

5' 5'

5'5'

15'15'

54' RADIUS

605'

NOTE:

ADDITIONAL RIGHT-OF-WAY MAY BEREQUIRED FOR THE 80 FT. STREET.

SEE STANDARD DRAWINGNO. 245.1 (2 SHEETS) FOR TYPICAL LANE CONFIGURATIONS AND DIMENSIONS

*

*

TYPICALLY, THESE 80 FT. STREETSWILL BE IDENTIFIED AS ARTERIALS IN THE REGIONAL TRANSPORTATION PLAN.

AT THE INTERSECTIONS OF 80 FT. AND 100 FT. STREETS,

OR MORE

DWG. NO.DATE

CLARK COUNTY AREAUNIFORM STANDARD DRAWINGSSPECIFICATION REFERENCE

ADDITIONAL RIGHT-OF-WAY REQUIREDAT MAJOR INTERSECTIONS

201.17-10-03


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17.00' - CAR POSITION, CASE 3C (100' ROW19.00' - CAR POSITION, CASE 3C (80' ROW)

5.00' - EYE POSITION, CASE 3B (80' & 100' ROW)

(48', 51' & 60' ROW)2.00' - EYE POSITION, CASE 3A & CASE 3B

(ALL ROW WIDTHS)15.00' - EYE POSITION, CASE 3C

(ALL ROW WIDTHS)7.00' - EYE POSITION, CASE 3C

5.00' SIDEWALK3.50' SIDEWALK (48' ROW)

CASE 3B 10.00' - EYE POSITION

CASE 3A & CASE 3B 7.00' - EYE POSITION

CB

INTERSECT CHORD OF BACK OF CURB RADIUSIF ROW RADIUS IS GREATER THAN 20':INTERSECT CHORD OF ROW RADIUS

SIGHT VISIBILITY ZONEIF ROW RADIUS IS 20' OR LESS:

TYPICAL INTERSECTION CORNER

MINOR STREET (FOR C AND D ONLY)MAJOR STREET (FOR A AND B ONLY)

SIGHT VISIBILITY LINE

9.00' - CAR POSITION, CASE 3A (80' & 100' ROW)2.00' - CAR POSITION, CASE 3A (48', 51', & 60' ROW)2.00' - CAR POSITION, CASE 3C (48', 51', & 60' ROW)

ROW LINE

MA

JOR

STR

EE

T (F

OR

C A

ND

D O

NLY

)M

INO

R S

TRE

ET

(FO

R A

AN

D B

ON

LY)

SIGHT VISIBILITY LINE

P.C

.

P.C.

C

D

B

A

5.00' SIDEWALK (51' ROW & GREATER)3.50' SIDEWALK (48' ROW)

9.00' - CAR POSITION, CASE 3A (ALL ROW WIDTHS)

17.00' - CAR POSITION, CASE 3A (80' & 100' ROW)10.00' - CAR POSITION, CASE 3B (48', 51', & 60' ROW)

M I

N O

R

S T

R E

E T

M A J O R S T R E E TDA

D2D1


DATE DWG. NO.

SIGHT VISIBILITY ZONES

201.2 SHEET 1 OF 2

AT INTERSECTIONS

8-21-97

INTERSECTION SIGHT VISIBILITY ZONE

NOTE: FOR SIGHT ZONE DIMENSIONS, SEE SETBACK TABLE ON SHEET 2 OF THIS STANDARD DRAWING.

9.00' - EYE POSITION, CASE 3A (80' & 100' ROW)

(51' ROW & GREATER)

(51' & 60' ROW)

(80' & 100' ROW)


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AT INTERSECTIONS WHERE THE CLASSIFICATION OF MAJOR AND

SETBACK TABLE ARE NOT REQUIRED. AT "T" INTERSECTIONS, THE

BY A CIVIL ENGINEER REGISTERED IN THE STATE OF NEVADA.

100' x 100' INTERSECTIONS OR GREATER.

THE CURB RETURN SHALL BE ADDED TO THE SIGHT VISIBILITY THE AREA WITHIN THE LIMITS OF THE ARC AND THE CHORD AT

AND SUBMITTED FOR APPROVAL TO THE LOCAL ENTITY ENGINEERHEREIN SHALL REQUIRE A SIGHT VISIBILITY ANALYSIS PREPARED USE OF A SIGHT VISIBILITY ZONE DIFFERENT THAN THAT SHOWN

INFORMATION ABOVE.

GREATER THAN 10 DEGREES MUST BE ANALYZED USING D1, D2, THE CURVING ROADWAYS AND ROADWAYS WITH INTERSECTING ANGLES

PORTIONS OF THE SIGHT VISIBILITY ZONE LABELED "N/A" IN THE LEG IS A MINOR STREET INTERSECTING A MAJOR STREET. THE

MINOR STREETS CANNOT BE PERMANENTLY ESTABLISHED, EACH

BASIS FOR ANALYSIS

GENERAL NOTES

CAR AND EYE POSITIONS ARE AS SHOWN

DESIGN SPEED = POSTED SPEED LIMIT

DESIGN SPEED = POSTED SPEED LIMIT OF THE FOLLOWING:

CASE 3C - RIGHT TURN MANEUVER

CASE 3B - LEFT TURN MANEUVER CASE 3A - CROSSING MANEUVER

FROM EACH OF THE THREE POSSIBLE THE MOST RESTRICTIVE SIGHT LINE DERIVED

GEOMETRIC DESIGN OF HIGHWAYS ANDAASHTO PUBLICATION OF "A POLICY ON

SIGHT VISIBILITY ZONES:

THE FOLLOWING CRITERIA WAS AND SHALL

OF ADJACENT ASPHALT, GRAVEL OR PAVEMENT STREET SURFACE.EXISTS, A HEIGHT OF 27 INCHES MEASURED FROM THE TOPHEIGHT, MEASURED FROM TOP OF CURB, OR WHERE NO CURBSAID OBJECT IS MAINTAINED AT LESS THAN 24 INCHES INOR INSTALLED WITHIN THE SIGHT VISIBILITY ZONE UNLESSDEVICES AND STREET LIGHT POLES, MAY BE CONSTRUCTEDOR ANY OTHER OBJECT, OTHER THAN TRAFFIC CONTROLNO WALLS, FENCES, TREES, SHRUBS, UTILITY APPURTENANCES

VISIBILITY EASEMENT REGARDLESS OF RIGHT-OF-WAY WIDTH.EACH CORNER OF EVERY INTERSECTION SHALL HAVE A SIGHT

SETBACK TABLE

100'

D1=545'(3A)

48' 51' 60'

D1=388'(3A)D1=278'(3A)D1=278'(3A)

80'

D1=394'(3A)

MAJORROW

A = 184'B = 6'C = 5'D = 53'

A = 182'B = 6'C = 5'D = 51'

A = 174'B = 6'C = 5'D = 47'

A = 157'B = 6'C = 6'D = 58'

A = 140'B = 5'C = N/AD = N/A

D2=787'(3B)D2=693'(3A)

N/A N/A

N/A N/A N/A

D = 58'C = 6'B = 6'A = 56'

D = 48'C = 5'B = 5'A = 56'

D = 53'C = 5'B = 5'A = 64'

D = 55'C = 5'B = 5'A = 66'

D = 37'C = 4'B = 4'A = 33'

D = 29'C = 4'B = 4'A = 37'

D = 31'C = 5'B = 5'A = 39'

D = 50'C = 6'B = 6'A = 46'

D = 40'C = 6'B = 6'A = 51'

D = 42'C = 6'B = 6'A = 53'

D2=510'(3B)D2=442'(3A)

D2=319'(3B)D2=309'(3A)

D2=319'(3B)D2=309'(3A)

D = N/AC = N/AB = 4'A = 56'

D = 35'C = 6'B = 6'A = 73'

D = 30'C = 4'B = 5'A = 90'

D = 34'C = 5'B = 6'A = 98'

D = 36'C = 5'B = 6'A = 100'

D2=527'(3B)D2=491'(3A)

48'

51'

60'

MINORROW

80'

100'

D2=319'(3B)D2=309'(3A)D1=300'(3C)D1=278'(3A)

D2=319'(3B)D2=309'(3A)D1=300'(3C)D1=278'(3A)

D2=510'(3B)D2=442'(3A)D1=486'(3C)D1=388'(3A)

D2=527'(3B)D2=491'(3A)D1=486'(3C)D1=394'(3A)

D2=787'(3B)D2=693'(3A)D1=736'(3C)D1=545'(3A)

D1=736'(3C)D1=486'(3C)D1=486'(3C)D1=300'(3C)D1=300'(3C)

LEG OF THE INTERSECTION MUST BE ANALYZED AS IF THE APPROACH

TERMINATING LEG WILL ALWAYS BE THE MINOR STREET.

EYE POSITION, AND THE CAR POSITION AS SHOWN IN THE

ZONE AT EACH CORNER OF EVERY INTERSECTION, EXCEPT FOR

ONTO A MAJOR STREET

ONTO A MAJOR STREET

PLUS FIVE

DIVIDED BY 0.85

THE ANALYSIS SHOULD USE THE GREATER

STREETS", 1990 EDITION, CHAPTER IX, USING

CROSSING MANEUVERS (STOPPED CONDITION):

BE USED AS THE BASIS FOR DESIGN OF

ON SHEET 1 OF THIS DRAWING.

1.

2.

3.

4.

5.

6.


DATE DWG. NO.

SIGHT VISIBILITY ZONES

201.2 SHEET 2 OF 2

AT INTERSECTIONS

8-21-97

TO THE APPROVAL OF THE TRAFFIC ENGINEER OR DESIGNATEDBY DIMENSIONS "A" AND "D" ON SHEET 1 OF THIS DRAWING, SUBJECT ON-STREET PARKING SHALL BE PROHIBITED WITHIN AREAS DESIGNATED 7.

REPRESENTATIVE OF THE ENTITY HAVING JURISDICTION.


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SPECIFICATION REFERENCE

DATE 07-01-12 DWG. NO. 201.3.S1

"B"NOTES

MINIMUM PROPERTY LINE AND

"A"

"B"

"A"

60' 100'OR OR

LESS80'

MORE

60'OR

LESS15' 25' 30'

25' 35' 35'80'

30' 35' 35'100'OR

MORE

*

*

**

*

A TRAFFIC CHORD EASEMENT WILL BE REQUIRED AT THIS CORNER.

RIGHT-OF-WAY LINE/PROPERTY LINERADIUS SHOWN IN TABLE

60' 100'OR OR

LESS80'

MORE

60'OR

LESS20' 25' 30'

25' 30' 30'80'

30' 30' 30'100'OR

MORE

BACK OF CURB RADII

BACK OF CURB LINE RADII PROPERTY LINE RADII

BACK OF CURB RADIUSSHOWN IN TABLE

TRAFFIC CHORD EASEMENTAT EACH INTERSECTIONWHERE REQUIRED.

COMPLETE STREET ALTERNATIVE

AGENCY APPROVED LAGENCY APPROVED

"B"

"A"

CLARK COUNTY AREAUNIFORM STANDARD DRAWINGS

SUPPLEMENTAL DRAWING

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SEE STANDARD MEDIAN ISLAND

R/W R/W

5'45'

100'

7' 38'

3/4" OPEN GRADESEE NOTE 3

"L" TYPE CURB & GUTTERSEE STANDARD DRAWING NO. 216

6" MIN TYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND GUTTER

2%

L

6" MIN

"L" TYPE CURB & GUTTER

3/4" OPEN GRADE


SEE NOTE 3

R/W

SEE STANDARD DRAWING NO. 216

SEE STANDARD DRAWING NO. 234BASE UNDER SIDEWALK5" MIN TYPE II AGGREGATE

SEE NOTE 2A.C. PAVEMENT

2%

AGGREGATE BASESEE NOTE 2

6" MIN

45'

100'

5'

R/W

ARTERIAL WITHOUTMEDIAN ISLAND

MEDIAN ISLANDARTERIAL WITH

1.

2.

3.

NOTES:

FINAL A.C. PAVEMENT SURFACE SHALL BE 1/2" MAXIMUM ABOVE LIP OF GUTTER.

A 3/4" OPEN GRADE IS REQUIRED ON CLARK COUNTY ROADWAYS AND MAY BE REQUIRED

DRAWING NO. 218

C

CL

SEE NOTE 2AGGREGATE BASE

DWG. NO.DATE


ARTERIAL302 AGGREGATE BASE

OPEN GRADEBITUMINOUS PAVEMENT

403501

401

CONCRETE

6" MIN

URBAN AREA STREET SECTIONSWITH CURBSIDE SIDEWALK

11-10-04 202

PAVEMENT SHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401AND STANDARD DRAWING 200.

IN OTHER JURISDICTIONS AS DETERMINED BY THE ENTITY'S ENGINEER.

4. IF OPEN GRADE IS REQUIRED DENSE GRADE SHALL BE FLUSH WITH LIP OF GUTTER AND FINAL A.C.PAVEMENT SURFACE SHALL BE 3/4" MAXIMUM ABOVE LIP OF GUTTER. FINAL A.C. PAVEMENT SURFACESHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

5. FOG SEAL AND PRIME COAT REQUIRED IN THE CITIES OF LAS VEGAS AND NORTH LAS VEGAS.

6" MIN 6" MIN

2'

A.C. PAVEMENTSEE NOTE 2

5" MIN TYPE II AGGREGATEBASE UNDER SIDEWALKSEE STANDARD DRAWING NO. 234


C

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SEE STANDARD MEDIAN ISLAND 2'

R/W R/W

5'

47'

114'

7' 38'

3/4" OPEN GRADESEE NOTE 1

"L" TYPE CURB & GUTTERSEE STANDARD DRAWING NO. 216




2%

L


3/4" OPEN GRADE


SEE NOTE 1

R/W


BASE UNDER SIDEWALK5" MIN TYPE II AGGREGATE


2%

47'

114'

2' 5'

R/W



1.

2.

3.

NOTES:

FINAL A.C. PAVEMENT SURFACE (INCLUDING OPEN GRADE) SHALL BE 3/4" MAXIMUM ABOVE LIP OF GUTTER.

DENSE GRADE SHALL BE FLUSH WITH LIP OF GUTTER.

STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401AND STANDARD DRAWING NO. 200.

DRAWING NO. 218

C

CL

5'

5'

5. UNDERGROUND DRY UTILITIES SHOULD BE PLACED IN A UTILITY CORRIDOR UNDER THE SIDEWALK.

6.SECTION.INCREASE PAVEMENT WIDTH BY 11 FEET ON EACH SIDE OF ROADWAY FOR AN 8 LANE CROSS

302 AGGREGATE BASE


403501

401

CONCRETE

DWG. NO.DATE


LOCAL JURISDICITON. NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT SIDEWALK.THIS STANDARD IS AN ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY EACH4.


AGGREGATE BASE


(SEE NOTE 3)

AGGREGATE BASE(SEE NOTE 3)

6" MIN.

6" MIN.

6" MIN.

ARTERIALALTERNATE URBAN AREA STREET SECTIONS

WITH OFFSET SIDEWALK

11-10-04 203


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SEE STANDARD MEDIAN ISLAND 1.5'

R/W R/W

3'

45'

106'

6.5' 37'

SURFACE TREATMENTSEE NOTES 1 AND 6

"L" TYPE CURB & GUTTERSEE STANDARD DRAWING NO. 216.1.S1




2%

L


SURFACE TREATMENT


SEE NOTES 1 AND 6

R/W

SEE STANDARD DRAWING NO. 216.1.S1



2%

106'R/W



1.

2.

3.

NOTES:

FINAL A.C. PAVEMENT SURFACE (INCLUDING UTACS OR OPEN GRADE) SHALL BE 3/4" MAXIMUM ABOVE LIP OF GUTTER.

DENSE GRADE SHALL BE FLUSH WITH LIP OF GUTTER.

STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401AND STANDARD DRAWING NO. 200.

DRAWING NO. 218

C

CL

5'

5. UNDERGROUND DRY UTILITIES SHALL BE PLACED IN A UTILITY CORRIDOR UNDER THE SIDEWALK.

6. OVERLAY 1" UTACS UNLESS OTHERWISE REQUIRED BY THE ENTITY.

302 AGGREGATE BASE


403501

401

CONCRETE

DWG. NO.DATE


LOCAL JURISDICITON. NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT SIDEWALK.THIS STANDARD IS AN ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY EACH4.


AGGREGATE BASE


(SEE NOTE 3)


6" MIN.

6" MIN.

6" MIN.

PRIMARY ARTERIAL

COMPLETE STREET ALTERNATIVE07-01/12 203.1.S1

1.5' 3'

45'

5'

AGENCY APPROVED



L

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R/W

2%6" MIN

35'

80'

5'

R/W

MAJOR COLLECTOR

OR MINOR RESIDENTIAL COLLECTORNON-RESIDENTIAL LOCAL

1.

4.

2.

NOTES:

A.C. PAVEMENT TO BE 1/2" MAXIMUM ABOVE LIP OF GUTTER AFTER COMPACTION. PAVEMENT SHALL BEFLUSH WITH LIP AT SIDEWALK RAMPS.

PRIME COAT IS NOT REQUIRED IN HENDERSON, MESQUITE OR BOULDER CITY WHEN A.C. THICKNESS >= 5 IN.

THE GRADE BREAK OCCURING IN THE CROSS SECTION SHALL FALL BETWEEN DRIVING LANES.

2'

SEE STANDARD DRAWING NO. 216"L" TYPE CURB & GUTTER


2'

AGGREGATE BASE (SEE NOTE 3)

COATPRIME

TYPE I OR TYPE IIAGGREGATE BASE UNDERCURB AND GUTTER

SIDEWALK SEE STANDARDDRAWING NO. 234


35'5'

6" MIN2%

SIDEWALK SEE STANDARD

R/W

6" MIN

CURB AND GUTTERAGGREGATE BASE UNDERTYPE I OR TYPE II

2'6" MIN

5'

R/W

BASE (SEE NOTE 3)AGGREGATE

PRIME COAT

5" MIN TYPE II AGGREGATEBASE UNDER SIDEWALK

DRAWING NO. 234


60'


FOG SEAL

2%

25'


2%

25'

2'

5'

302 AGGREGATE BASE401

PRIME COATBITUMINOUS PAVEMENT

407501

406

CONCRETEFOG SEAL

DWG. NO.DATE


COLLECTORURBAN AREA STREET SECTIONS

WITH CURBSIDE SIDEWALK

11-10-04 205

6" MIN SEE NOTE 4

6" MINSEE

NOTE 4

3. STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARD DRAWING NOS. 200 AND 200.1.

5. 4 INCH MINUMUM THICKNESS REQUIRED IN HENDERSON, MESQUITE AND BOULDER CITY.

FOG SEAL

SEE NOTES 1 AND 63/4" OPEN GRADE

6. 3/4" OPEN GRADE REQUIRED IN CLARK COUNTY. OPEN GRADE IN OTHER JURISDICTIONS AS REQUIRED BY THE ENGINEER.


B H M

B H M

C

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R/W

2%

35'

90'

10'

R/W

MAJOR COLLECTOR

OR MINOR RESIDENTIAL COLLECTORNON-RESIDENTIAL LOCAL

1.

2.

NOTES:

A.C. PAVEMENT TO BE 1/2" MAXIMUM ABOVE LIP OF GUTTER AFTER COMPACTION. PAVEMENT


2'


SEE NOTE 3A.C. PAVEMENT 2'

AGGREGATECOATPRIME




35'10'

2%

SIDEWALK SEE STANDARD

R/W

6" MIN

CURB AND GUTTERAGGREGATE BASE UNDERTYPE I OR TYPE II

2'6" MIN

5'

R/W

AGGREGATE

PRIMECOAT

5" MIN TYPE II AGGREGATEBASE UNDER SIDEWALK

DRAWING NO. 234


60'


FOG SEAL

2%

25'


2%

25'

2'

5'

5' 5'

DWG. NO.DATE



FOG SEAL

BITUMINOUS PAVEMENTPRIME COAT406

501407

CONCRETE

UNDERGROUND DRY UTILITIES SHOULD BE PLACED IN A UTILITY CORRIDOR UNDER THE SIDEWALK.

THIS STANDARD IS AN ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY EACHLOCAL JURISDICITON. NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT SIDEWALK.

5.

4.

6" MIN.

6" MIN. BASE (SEE NOTE 3)

BASE (SEE NOTE 3)

6" MIN

SHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

3. STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401AND STANDARD DRAWING NOS. 200 AND 200.1.

COLLECTORALTERNATE URBAN AREA STREET SECTIONS

WITH OFFSET SIDEWALK11-10-04 205.1.S1

FOG SEAL

3/4" OPEN GRADESEE NOTES 1 AND 6

6. 3/4" OPEN GRADE REQUIRED IN CLARK COUNTY. OPEN GRADE IN OTHER JURISDICTIONS AS REQUIREDBY THE ENGINEER.



AGENCY APPROVED C L N

C

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0/12

R/W

2%

32'

80'

8'

R/W

MAJOR COLLECTOR WITHOUT

MEDIAN ISLAND

SEE STANDARD DRAWING NO. 216.1.S1"L" TYPE CURB & GUTTER

SEE NOTE 3A.C. PAVEMENT 1.5'

AGGREGATECOATPRIME




2%

3'

DWG. NO.DATE



FOG SEAL


501407

CONCRETE


MAJOR COLLECTOR

COMPLETE STREET ALTERNATIVE07-01/12 205.2.S1

FOG SEAL

SEE NOTES 1 AND 6

SEE STANDARD MEDIAN ISLAND 1.5'

R/W R/W

3'

32'

80'

6' 24.5'

SURFACE TREATMENTSEE NOTES 1 AND 6

"L" TYPE CURB & GUTTERSEE STANDARD DRAWING NO. 216.1.S1




2%

L

MAJOR COLLECTOR WITH

DRAWING NO. 218

C

5'


6" MIN.

6" MIN.

MEDIAN ISLAND

5'SURFACE TREATMENT

FOG SEAL

1.

2.

NOTES:



UNDERGROUND DRY UTILITIES SHOULD BE PLACED IN A UTILITY CORRIDOR UNDER THE SIDEWALK.

THIS STANDARD IS AN ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY EACHLOCAL JURISDICITON. NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT SIDEWALK.

5.

4.



6. OVERLAY 1" UTACS UNLESS OTHERWISE REQUIRED BY THE ENTITY.

AGENCY APPROVED


L

6" MIN.

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R/W

2%

20'

60'

10'

R/W

MINOR COLLECTOR

1.

2.

NOTES:





AGGREGATECOATPRIME




2%

5'

DWG. NO.DATE



FOG SEAL


501407

CONCRETE

UNDERGROUND DRY UTILITIES SHALL BE PLACED IN A UTILITY CORRIDOR UNDER THE SIDEWALK.

THIS STANDARD IS COMPLETE STREET ALTERNATE STREET SECTION TO BE USED AT LOCATIONS DETERMINED BY EACH LOCAL JURISDICITON. NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT SIDEWALK.

5.

4.




MINOR COLLECTOR

COMPLETE STREET ALTERNATIVE07-01-12 205.3.S1

FOG SEAL 5'

AGENCY APPROVED LAGENCY APPROVED



6" MIN.

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RESIDENTIAL TWO-WAY LOCAL OR CUL-DE-SAC

1.

2.

3.

NOTES:

FINAL A.C. PAVEMENT SURFACE SHALL BE 1/4" MAXIMUM ABOVE LIP OF GUTTER. PAVEMENT SHALL BE FLUSH


PRIME COAT

SEE STANDARD DRAWING NO. 234CURB AND GUTTERAGGREGATE BASE UNDER6" MIN TYPE I OR TYPE II

A.C. PAVEMENT

BASE (SEE NOTE 2)TYPE I OR TYPE II AGGREGATE

R/W


47'

LC

18.5'

FOG SEAL

2%

R/W

6" MIN

5'

SEE NOTE 2

RESIDENTIAL ONE-WAY STREET SHALL NOT EXCEED ONE THOUSAND FEET OR TWENTY RESIDENTIAL LOTS IN LENGTHWHICHEVER IS LESS.

(OPTION "A")

RESIDENTIAL TWO-WAY LOCAL, CUL-DE-SAC (OPTION "B")

UNDER SIDEWALK. NO OBSTRUCTIONALLOWED IN 3.5' SIDEWALK.

5" MIN TYPE II AGGREGATE BASEPRIME COAT


R/W

TYPE I OR TYPE II AGGREGATE

(NOT ALLOWED IN CLV)

BASE (SEE NOTE 2)

SEE STANDARD DRAWING NO. 217.S1

A.C. PAVEMENT

PERMISSABLE ON SIDE

SEE NOTE 2

48'CL

FOG SEAL

20.5'

2% 6" MIN

3.5'

R/W

PRIME COAT

RESIDENTIAL ONE-WAY (NOT ALLOWED IN CLV)

CURB AND GUTTERAGGREGATE BASE UNDER6" MIN TYPE I OR TYPE II

R/W

A.C. PAVEMENT


TYPE II AGGREGATE BASE

SEE NOTE 2


2%

LC

39'

16'

FOG SEAL6" MIN

R/W

3.5'

ROLL TYPE CURB & GUTTER

WITHOUT SIDEWALK.SIDE ONLY.ON ONEMANDATORYSIDEWALK

6" MIN



5" MIN TYPE II AGGREGATE BASEUNDER SIDEWALK. NO OBSTRUCTIONALLOWED IN 3.5' SIDEWALK.SEE STANDARD DRAWING NO. 234

DWG. NO.DATE


BITUMINOUS PAVEMENTPRIME COAT

AGGREGATE BASE

501

406407

401302

FOG SEALCONCRETE

WITH LIP AT SIDEWALK RAMPS.

SEE NOTE 2

STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARDDRAWING NO. 200.1.

SIDEWALKREQUIRED ON

BOTH SIDESIN NORTH

LAS VEGAS

206.S111-10-04

LOCAL RESIDENTIALURBAN AREA STREET SECTIONS



AGENCY APPROVED C L N

N

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1.

2.

NOTES:

FINAL A.C. PAVEMENT SURFACE SHALL BE 1/4" MAXIMUM ABOVE LIP OF GUTTER. PAVEMENT SHALL BE


PRIME COAT


A.C. PAVEMENT

AGGREGATE BASETYPE I OR TYPE II

R/W


47' (51'-BOULDER CITY/MESQUITE)

LC

18.5' (20.5'-BOULDER CITY/MESQUITE)

FOG SEAL

2%

R/W

6" MIN

5'

SEE NOTE 2



AGGREGATE BASE

501

406407

401

302

FOG SEALCONCRETE

FLUSH WITH LIP AT SIDEWALK RAMPS.

SEE NOTE 2

STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARD DRAWING NO. 200.1.

DWG. NO.DATE

LOCAL RESIDENTIALURBAN AREA STREET SECTION

11-10-04 206.S2

AGENCY APPROVED B H M

B M



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RESIDENTIAL TWO-WAY LOCAL OR CUL-DE-SAC

1.

2.

3.

NOTES:

FINAL A.C. PAVEMENT SURFACE SHALL BE 1/4" MAXIMUM ABOVE LIP OF GUTTER. PAVEMENT SHALL BE FLUSH


PRIME COAT


A.C. PAVEMENT

BASE (SEE NOTE 2)TYPE I OR TYPE II AGGREGATE

R/W


47'

LC

18.5'

FOG SEAL

2%

R/W

6" MIN

5'

SEE NOTE 2

(LOTS 40' WIDE OR LESS)

DWG. NO.DATE

UNIFORM STANDARD DRAWINGSSPECIFICATION REFERENCE


AGGREGATE BASE

501

406407

401302

FOG SEALCONCRETE

WITH LIP AT SIDEWALK RAMPS.STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARDDRAWING NO. 200.1.

206.1.S107-01-12

LOCAL RESIDENTIAL

COMPLETE STREET ALTERNATIVES

R/W

2%

15.5'

47'

8'

R/W



AGGREGATECOATPRIME




2%

3'


FOG SEAL

RESIDENTIAL 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 CODE.

5'

6" MIN

1.5'

AGENCY APPROVED L



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R/W

50' OR 40'

GRADE TO DRAINWITH SLOPE ORDITCH


BASESEE NOTE 1

2%

L

COMMERCIAL/INDUSTRIAL LOCALOR MINOR RESIDENTIAL COLLECTOR

ARTERIAL OR MAJOR COLLECTOR

1.

2.

302401406

501

PRIME COAT

CONCRETE

AGGREGATE BASEBITUMINOUS PAVEMENT

2'2'2:1 MIN

407 FOG SEAL

OR LOCAL RESIDENTIAL

30' OR LESS

2%

GRADE TO DRAINWITH SLOPE ORDITCH

2:1 MIN


2'4'

L

SEE NOTE 1BASE

R/W


DATE DWG. NO.

HALF STREET CONSTRUCTION SECTIONS

208

NOTES:

A.C. PAVEMENT AND BASE THICKNESS SHALL BE IN ACCORDANCE TO STANDARD DRAWINGS NUMBER 202 THROUGH 206.S2, WHICHEVER IS APPLICABLE.

GREATER WIDTHS MAY BE REQUIRED IF TRAFFIC WARRANTS, AS DETERMINED BY THE ENGINEER.

C

C


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DATE DWG. NO. 209

1. INTERSECTIONS SHALL HAVE 34 FOOT MINIMUM EDGE OF A.C. RETURN RADII.

COMPACTION OF AGGREGATE BASE AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH

NOTES:

ACCESS ROADS

2.THE UNIFORM STANDARD SPECIFICATIONS.

6" MIN. 2:

1 MAX.

SEE NOTE 4

2%

16' 16'

4:1 MAX

2' 4'2'

VARIES

3'' MIN A.C. PAVEMENT(SEE NOTES 5 AND 7)

4. CULVERTS MAY BE REQUIRED AT DRIVEWAYS.

302 AGGREGATE BASE

401 BITUMINOUS PAVEMENT

R/W R/W

5-20-04

ALTERNATE PAVING MATERIALS MAY BE USED AT THE DISCRETION OF THE ENTITY. A.C. PAVEMENT SHALL BE IN ACCORDANCE WITH SECTION 401 OF THE UNIFORM STANDARD SPECIFICATIONS.5.

2%2' 2'

(FOR USE IN HYDROGRAPHIC BASIN NO. 212)(PM-10 NON-ATTAINMENT AREAS)

6" TYP. TYPE I AGGREGATE BASE95% COMPACTION (SEE NOTE 3)

4" TYP. TYPE II AGGREGATE BASE OVER

SHOULDER SHOULDER

SOIL TESTING. MAY BE APPROVED IF BASED ON ENGINEERING ANALYSIS BASED ON "R" OR "CBR" VALUES DETERMINED BYSTRUCTURAL SECTION SHOWN IS BASED ON A SUBGRADE "R" VALUE OF 20. OTHER STRUCTURAL SECTIONS

PAVEMENT MARKINGS MAY BE REQUIRED AND INCLUDE DOUBLE YELLOW CENTERLINE, RAISED PAVEMENT MARKERS OR YELLOW PAINT, AND 4' OFFSET WHITE PAINTED EDGELINES.

6.

4' PAVED 4' PAVED

WIDTH AND THICKNESS WILL PROVIDE SATISFACTORY LIFE AND A SAFE ROADWAY.AND 2 INCHES RESPECTIVELY BASED UPON A DETERMINATION BY THE LOCAL ENTITY THAT THE REDUCEDPAVEMENT WIDTH AND PAVEMENT THICKNESS MAY BE REDUCED TO 28 FEET (14 FEET EACH DIRECTION)

3.

7.


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DATE DWG. NO. 209.1

1. INTERSECTIONS SHALL HAVE 25 FOOT MINIMUM EDGE OF OIL RADII.

COMPACTION OF AGGREGATE BASE AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH

NOTES:

(FOR USE IN PM-10 COMPLIANT AREAS)

PRIME COAT

4" MIN. TYPE II ON 6" MIN. TYPE I

2.THE "STANDARD SPECIFICATIONS".

STRUCTURAL SECTION SHOWN IS BASED ON A SUBGRADE "R" VALUE OF 20. OTHER STRUCTURAL SECTIONS MAY BE APPROVED IF BASED ON ENGINEERING ANALYSIS BASED ON "R" OR "CBR" VALUES DETERMINED BY

2%

14 ' 14 '

8%6" MI

N. 2:1 MA

X.

2' 4'

4:1 MAX

VARIES

R/W R/W

4" MIN. TYPE II AGGREGATE BASE OVER6" MIN. TYPE I AGGREGATE BASE95% COMPACTION

GRAVEL

8%6" MI

N. 2:1 MA

X.

SEE NOTE 4

SEE NOTE 4

2%

12 ' 12 '

FOG SEAL2' TYP

4:1 MAX

2' 4'2'

VARIES

3'' MIN A.C. PAVEMENT(SEE NOTE 1)


PAVED

3.

SOIL TESTING. IN NO CASE SHALL THE A.C. THICKNESS BE LESS THAN THAT SHOWN, NOR SHALL THE BASEBE LESS THAN 4".

4. CULVERTS MAY BE REQUIRED AT DRIVEWAYS.

302 AGGREGATE BASE

401 BITUMINOUS PAVEMENT406 PRIME COAT407 FOG SEAL

R/W R/W

ACCESS ROADS

12-14-00


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3.

302401406 PRIME COAT

AGGREGATE BASEBITUMINOUS PAVEMENT

PRIVATE STREET SECTIONS

NOTES:

SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGS

DATE DWG. NO. 21012-14-00

CLARK COUNTY AREA

407 FOG SEAL501 CONCRETE

STRUCTURAL SECTION SHOWN IS BASED ON A SUBGRADE "R" VALUE OF 20. OTHER STRUCTURAL SECTIONS MAY BEAPPROVED IF BASED ON ENGINEERING ANALYSIS BASED ON "R" OR "CBR" VALUES DETERMINED BY SOIL TESTING. IN NOCASE SHALL THE A.C. THICKNESS BE LESS THAN THAT SHOWN, NOR SHALL THE BASE BE LESS THAN 4" EXCEPT THAT THEBASE SHALL NOT BE LESS THAN 10" IN NORTH LAS VEGAS.

GRAVEL

R/W

6" MIN. TYPE I AGGREGATE BASE95% COMPACTION

40'

CL

2%

R/W

PRIME COAT

PAVED

CURB AND GUTTERAGGREGATE BASE UNDER6" MIN TYPE I OR TYPE II

R/W

A.C. PAVEMENT

216 OR 217.S1.

4" MIN. TYPE II ON 6" MIN. TYPE I

2" MIN.

SEE STANDARD

2%

LC

40'

18'

FOG SEAL

R/W

SEE NOTE 4

(SEE NOTE 1)

CURB & GUTTER.


4" MIN. TYPE II AGGREGATE BASE OVER

INTERSECTIONS SHALL HAVE 25 FOOT MINIMUM EDGE OF OIL RADII OR 20 FOOT MINIMUM BACK OF CURB RADII.1.

COMPACTION OF AGGREGATE BASE AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH2.THE "STANDARD SPECIFICATION".

ALLOW IN CITY OF NORTH LAS VEGAS ONLY WITH EXPRESS WRITTEN PERMISSION FROM THE CITY ENGINEER.4.

"L" OR ROLL TYPE

DRAWING NO.18'

(THIS SECTION NOT FOR USE IN PM-10 NON-ATTAINMENT AREAS)


N

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KNUCKLE

SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGS

DATE DWG. NO. 211

CLARK COUNTY AREA


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3

2

2

1

ALTERNATECROWN

CROWN

STANDARD

CROSS SECTION 2

1

2

3

CR

OS

S S

EC

TIO

N

STA

ND

AR

D

1.

2.

3.4.

5.

6.

NOTES:

1

1 BCR

> 75 = 30' MINIMUM

65 TO 75 = 35' MINIMUM45 TO 65 = 45' MINIMUM

< 45 = C RADIUS = 150' MINIMUM1

BCR = 50' MINIMUM2

3 BCR = W + 10' MINIMUM

W

3 1 2= + 2


DATE DWG. NO.

KNUCKLE - TYPE I

211.1.S18-12-99

USE 2 % SLOPE FROM INNER CURB TO CROWN LINE.

FROM CROWN LINE TO OUTER CURB, THE STANDARD SLOPE IS 0.90% (MIN).

ELEVATIONS REQUIRED ALONG CURBS (3) AND CROWN EVERY 1/4 (MIN).KNUCKLES ARE ALLOWED ON RESIDENTIAL STREETS ONLY.

MINIMUM SLOPE ALONG THE BACK OF CURB OF CURVES (2) AND (3) SHALL BE 0.60% (MIN).

SPECIAL KNUCKLE DESIGNS INCLUDING LANDSCAPED MEDIAN ISLAND MAY BE PERMITTED, IF APPROVEDBY THE COUNTY ENGINEER.

L



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DATE DWG. NO. 212.1.S1

HAMMERHEAD

SID

EW

ALK

(OP

TIO

NA

L 48

' R/W

)

48' OR 51' R/W

SID

EW

ALK

41' B.C.

PA

RK

ING

PA

RK

ING

NO

PA

RK

ING

NO

PA

RK

ING

END SIDEWALK ON 48' R/W STREET(OPTIONAL ONE SIDE ONLY)

INSTALL "NO PARKING BEYONDTHIS POINT" SIGN BOTH SIDESOF STREET.

22

61' B.C.

11

30' B.C.

30 O

IF BLOCK LENGTH IS 150'OR LESS, HAMMERHEADIS NOT REQUIRED.

1

2

5' BACK OF CURBRADIUS

R = 30' @ BC= 30 00'00"O

T = 8.04'L = 15.71'

NO PARKING

DRAINAGE MIN. SLOPE 0.40%

O

20'-6"

SURVEYMONUMENT

CL

10'

25'

500'MAX.

FACEOF

CURB

NOTE:

USE OF THE HAMMERHEAD WILL BE ALLOWED IN SINGLE FAMILY RESIDENTIAL DWELLING AREAS ONLY.

NOTE:

11-10-04



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DATE DWG. NO.

CUL-DE-SAC

2126-8-00

500'

MA

X.

R-1

R

A

R/W WIDTH

W

CL

R/W

R/W

SID

EW

ALK

DRAINAGE MIN.SLOPE 0.40%

SURVEYMONUMENT

FACE OF CURB

R-3

R-2

END SIDEWALK HERE ON 48 FOOT R/WSTREET. (OPTIONAL ONE SIDE ONLY)

DR

AIN

AG

E

R/WWIDTH W A R R-1 R-2 R-3

48'

51'

60'

STREETPRIVATE

41'

41'

50'

40'51.62'

47.38'

51.23'

51.23'MIN.

MIN.

MIN.

MIN.

MIN.49'

MIN.50.5'

MIN.50.5'

45.5'MIN.

MIN.45.5'

MIN.45.5'

MIN.45.5'

45.5'MIN.

MIN.19.5'

MIN.19.5'

MIN.19.5'

19.5'MIN.

MIN.16'

MIN.14.5'

MIN.14.5'

19.5'MIN.

NOTES:

1. ONLY 51' R/W AND PRIVATESTREET CUL-DE-SACS WILLBE ALLOWED IN THE CITYOF LAS VEGAS.

STREETPRIVATE

51'

60'

48'

45.16'MIN.40'

40.5'MIN.

44.72'MIN.

40.25'

44.72'MIN.

MIN.

41'

50'

41'

45.5'MIN.

MIN.45.5'

MIN.44'

19.5' 19.5'MIN.40.5'

MIN. MIN.

40.5'MIN.

MIN.

19.5'MIN.

MIN.

MIN.

40.5'

40.5'MIN.

19.5'

19.5'

MIN.

14.5'MIN.

MIN.

14.5'

16'

WIDTHR/W W A R R-1 R-2 R-3

ALL OTHER ENTITIES (CC, CLV, HEN, BC)

CITIES OF NORTH LAS VEGAS ANDMESQUITE ONLY


L

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CB

H L

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DATE DWG. NO. 214.S1

ALLEY

2" MIN. A.C. PAVEMENT

SECTION A-A

6" CONCRETE(WHERE PROFILEGRADE IS 0.50% OR LESS)

PRIME COAT

1-1/2" INVERTED CROWN

FOG SEAL

4" TYPE II AGGREGATE BASE

6" MIN. TYPE I AGGREGATE BASE

20'

10' 10'

A AB

B

4'

2' 2'

PLAN

1/4" R

3"

1/2" 12" MIN. 2" CLEAR

3"

1/2" PREMOLD EXPANSION JOINT FILLER, JOINTS EVERY 30'

NO. 4 BARS 12" O.C. BOTH WAYS

STANDARD 1/2" GALVANIZED PIPE WITHEND PLUG. GREASE REINFORCING STEELPRIOR TO PIPE INSTALLATION.

SECTION B-B

12-14-00

AGGREGATE BASE302

CONCRETE501505 REINFORCING STEEL707 JOINT MATERIAL



AGENCY APPROVED B H L M N

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ALLEY, CONCRETE

SECTION

1-1/2" INVERTED CROWN

8" TYPE II

O.C. BOTH WAYSNO. 4 BARS AT 12'

DISCONTINUE WITHINNO. 4 BARS TO

2" OF JOINT MATERIAL

PLAN

SECTION A-A

10' 10'

AGGREGATE BASE

6" CONC. PAV'T

15'

15'

30'

BB

A

A

WEAKENED PLANE JOINTS1/4" MAX. WIDTH BY 2"DEPTH SAWCUT

1'-0"

1/2" PREMOLD EXPANSIONJOINT FILLER

BUILDING OR CURB LINE

IF NO BUILDING OR CURB EXISTSTHICKEN EDGE TO 8" TOTAL DEPTH

SECTION B-B

PRIOR TO PIPE INSTALLATION.END PLUG. GREASE REINFORCING STEELSTANDARD 1/2" GALVANIZED PIPE WITH

NO. 4 BARS 12" O.C. BOTH WAYS

1/2" PREMOLD EXPANSION JOINT FILLER, JOINTS EVERY 30'

1/4" R

1/2"

3"

12" MIN.

3"

2" CLEAR

12-14-00

302 AGGREGATE BASE

501 CONCRETE505 REINFORCING STEEL707 JOINT MATERIAL



AGENCY APPROVED B H L M N

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DATE DWG. NO. 216

CURB AND GUTTER

1/2" EXPANSION JOINT AT

BACK OF CURB

ALL COLD JOINTS, ATPLAN

TYPICAL SECTION

"L" TYPE

FLOWLINE

WEAKENEDPLANE JOINTSSEE STANDARD DRAWING

10' (TYP.) 10'

1"17"

6"7"

BEGINNING AND END OF RETURN AND AT 300'MAX. INTERVALS FOREXTRUDED CURB AND30' MAX. INTERVALSFOR FORMED CURB.

SEE STANDARD DRAWINGFOR JOINT DETAIL

NOTES:

1. 1" BATTER ON GUTTER FACE OPTIONAL.

2. WHERE LONGITUDINAL SLOPE IS LESS THAN0.4%, THE FLOW LINE SHALL BE WATERTESTED.

1/2" R

12"

6" 1"

1/4"

1" R

CONCRETE

1/2" R

1"

25"

1-1/2"4-1/2"

4-1/2" 6"

1-1/2"

SEENOTE 1

501 CONCRETE502 CONCRETE STRUCTURES707 JOINT MATERIAL

NUMBER 234

NUMBER 234

12-14-00


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TYPICAL PLAN

"L" TYPE CURB AND GUTTER

FLOWLINE


10' (TYP.) 10'

11"

7"6"

NOTES:

1/2" R

6"

6" 1"

1/4"

HOLDING GUTTER

1/2" R

1"

19"

501 CONCRETE707 JOINT MATERIAL

6"

1" R

11"

CONCRETE

1"

1/2"

5-1/2"

SEE NOTE 1

FOR DRAINAGE


1/2" EXPANSION JOINT ATALL COLD JOINTS, ATBEGINNING AND END OF RETURN AND AT 300' MAX.INTERVALS FOR EXTRUDEDCURB AND 30' MAX. INTERVALSFOR FORMED CURB. FOR JOINTDETAIL SEE STANDARD DRAWINGNUMBER 234

NUMBER 234

AGGREGATE BASE COURSE302

07-01-12

COMPLETE STREET ALTERNATIVE

AGENCY APPROVED L



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7 1/2"

1"

6"

R=1/2"

4 1/2"

6 1/2"

6"

R=24"R=1/2"

TYPE II AGGREGATE BASE

R=18"

6"

4 1/2"13 1/2" 12"

30"

1. USE OF ROLL CURB MAY BE RESTRICTED BY SURFACE DRAINAGE CONSIDERATIONS.

3. WHERE LONGITUDINAL SLOPE IS LESS THAN 0.4% THE FLOW LINE SHALL BE WATER TESTED.

4. CONSTRUCT 1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT BEGINNING AND END OF CURB RETURNS,

AND AT 300 FT. MAX. INTERVALS FOR EXTRUDED CURB AND 30 FT. MAX. INTERVALS FOR FORMED CURB.

NO. 234 FOR JOINT DETAILS.

5. ONE INCH BATTER AT CURB FACE IS OPTIONAL.

WEAKENED PLANE JOINTS SHALL BE FORMED AT THE REMAINING 15 FT. INTERVALS. SEE STD. DWG.

SEE NOTE 5

5"

6. CITY OF LAS VEGAS COUNCIL APPROVAL REQUIRED FOR USE OF 30" ROLL CURB IN THE CITY OFLAS VEGAS.

2. SIDEWALK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHALL BE 5 INCHES THICK (MIN).

NOTES:


DATE DWG. NO.

30 INCH ROLL CURBRESIDENTIAL AREA

217.S1

320501502707

AGGREGATE BASECONCRETECONCRETE STRUCTURESJOINT MATERIAL

11-10-04

IN NORTH LAS VEGAS, ROLL CURBS ARE PROHIBITED IN AREAS WHERE FLOW LINE GRADIENT IS LESSTHAN 0.8% UNLESS OTHERWISE APPROVED BY CITY ENGINEER.

7.

8. ALL UTILITY BOXES AND COVERS ADJACENT TO ROLL CURB SHALL BE HS-20 RATED "TRAFFIC BEARING" TYPE



AGENCY APPROVED C H L N

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DATE DWG. NO. 218

CONSTRUCT WEAKENED PLANE JOINT IN CURB AND SLAB AT SAME LOCATION EVERY 10';

NOTES:

MEDIAN ISLAND

2.

6" MIN. TYPE I OR TYPE II AGGREGATE BASE

AC MEDIAN

VARIES

PCC MEDIAN

3.

302 AGGREGATE BASE

501

1-1/2" A.C.PAVEMENT

FOG SEAL COAT


"A" TYPE CURB, SEE STANDARDDRAWING NUMBER 219

TYP. TYP.

6"

UNDER CURB AND GUTTER

"A" TYPE CURB, SEE STANDARDDRAWING NUMBER 219

4" TYPE II AGGREGATE BASECOMPACTED TO 95%

4" CONCRETE SLABSEE NOTE 1

6"

6"

6" MIN. TYPE I OR TYPE II AGGREGATE BASE

TYP. TYP.

6" VARIES

UNDER CURB AND GUTTER

1.CONSTRUCT EXPANSION JOINTS EVERY 300' FOR CONCRETE SLAB TO MATCH CURB JOINTS.FOR JOINT DETAILS SEE STANDARD DRAWING NUMBER 234.

"L" -TYPE CURB AND GUTTER PER STANDARD DRAWING NUMBER 219 IS REQUIRED IN THE CITY OF HENDERSON AND MAY BE REQUIRED FOR DRAINAGE CONSIDERATIONS.

WHEN CURB MACHINE IS USED TO PLACE CURB, A 2" MINIMUM LEVELING COURSE OF TYPE IIAGGREGATE BASE IS REQUIRED.

TYPICAL SECTION

CONCRETE

COMPACTED TO 95%

12-14-00


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DATE DWG. NO. 219

ISLAND CURB

"L" CURB SECTION

TYPICAL PLAN

"A" AND "L" TYPE

FLOWLINE


10' (TYP.) 10'

11"

7"6"

NOTES:

1/2" R

6"

6" 1"

1/4"

HOLDING GUTTER

1/2" R

1"

19"

501 CONCRETE707 JOINT MATERIAL

6"

1" R

11"

CONCRETE

1"

1/2"

5-1/2"

12"

SEE NOTE 2

WHERE REQUIREDFOR DRAINAGE

CONCRETE

SEE NOTE 1

1" R

1/2" R

5" 3" 1"

1/4"

7"

1"

4"

"A" CURB SECTION

1. CONTINUOUS NO. 4 BAR REQUIRED IN NOSE OFMEDIAN ONLY.


1/2" EXPANSION JOINT ATALL COLD JOINTS, ATBEGINNING AND END OF RETURN AND AT 300' MAX.INTERVALS FOR EXTRUDEDCURB AND 30' MAX. INTERVALSFOR FORMED CURB. FOR JOINTDETAIL SEE STANDARD DRAWINGNUMBER 234

NUMBER 234

AGGREGATE BASE COURSE302

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FOR EXPANSION JOINT AND WEAKENED PLANE JOINT DETAIL, SEE STANDARD DRAWING NO. 234.

NOTES:

TACK - ON ISLAND

1"VARIES

SECTION

SIDE VIEW

501 CONCRETE

505 REINFORCING STEEL707 JOINT MATERIAL

CONCRETE

1/2" RADIUS ROUNDEDEDGE ON ALL EXPOSEDCORNERS

3" (TYP.)

EXISTING A.C. PAVEMENT

NO. 4 BARS AT 3'-4"CENTERS 18" LONG

6"

2" (TYP.)

DIRECTIONOF TRAFFIC

10'WEAKENEDPLANE JOINT

NO. 4 BARS 18" LONG AT 10' CENTERS STAGGER WITH EXPANSION JOINTS

EXPANSION JOINT AT 30' MAXINTERVALS AND AT BEGINNINGAND END OF RETURN

3"

4"

1.

NO. 4 BARCONTINUOUS

(TYP.) (TYP.)10'

NO. 4 BARCONTINUOUS

01-13-05

2. WHEN APPROVED BY THE ENGINEER/ENTITY, STRUCTURAL EPOXY ADHESIVE MAY BE USEDIN LIEU OF NUMBER 4 DOWEL BAR EXCEPT AT CURB NOSE AND WITHIN 2 FEET OF ANY POINTOF CURVATURE.



AGENCY APPROVED CB L M N

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DATE DWG. NO. 220

FOR EXPANSION JOINT AND WEAKENED PLANE JOINT DETAIL, SEE STANDARD DRAWING NO. 234.

NOTES:

TACK - ON ISLAND CURB

2.

6" 1"VARIES

SECTION

SIDE VIEW

3.

501 CONCRETE

505 REINFORCING STEEL707 JOINT MATERIAL

SURFACE TREATMENT VARIES

CONCRETE

1/2" RADIUS ROUNDEDEDGE ON ALL EXPOSEDCORNERS

NO. 4 BAR CONTINUOUSEXCEPT THROUGHEXPANSION JOINT

EXISTING A.C. PAVEMENT

NO. 4 BARS AT 3'-4"CENTERS 18" LONG

6"

2" (TYP)

DIRECTIONOF TRAFFIC

10' (TYP)WEAKENEDPLANE JOINT

NO. 4 BARS AT 3'-4" CENTERS 18" LONGNO. 4 BAR

EXPANSION JOINT AT ALL COLDJOINTS, AT BEGINNING AND ENDOF RETURN AND 300' MAXINTERVALS FOR EXDTRUDEDCURB AND 30' MAX INTERVALSFOR FORMED CURB

3'-4"TYP

3"

4"

1.

WEAKENED PLANE JOINTS EVERY 10' STAGGER WITH NO. 4 BARS.

ALL REINFORCING STEEL SHALL HAVE 2" CLEAR COVER UNLESS OTHERWISE SHOWN.

01-13-05

4. WHEN APPROVED BY THE ENGINEER/ENTITY, STRUCTURAL EPOXY ADHESIVE MAY BE USED IN LIEU OF NUMBER 4 DOWEL BAR EXCEPT AT CURB NOSE AND WITHIN 2 FEET OF ANY POINT OF CURVATURE.


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75.0

0'

75.0

0'

2' CURB FACE

P.T.

4' PCC MEDIAN STRIP PER

(TYP.)

10' MIN

84.0

0'

10' MIN. (TYP.)

12'

12'

C L

2'(T

YP

.)

1 2

PCC ISLAND CURB PERSTD. DWG. NO. 220

STD. DWG. NO. 218

TO CURB FACE(TYP.)

DR

IVE

WA

Y

/ PT.

/ PT.

1

1

2

2

R = 74.00'T = 20.52'L = 40.04'

R = 10.00'T = 2.77'L = 5.41'

(TYP.)

CURVE DATA

42.0

0'

CENTERED INLOCATE ST. LT.

MEDIAN

2

2

1

1

1

2

INSTALL R5-1

INSTALL R3-2

NOTES:

10'

(TY

P)

30.0

0'

30.0

0'

(TYP.)

14'11'11'10'

10'

11'

4'

14' 11'

14' MEDIAN WIDTH, CURB FACE TO CURBFACE (TYP.) PER STD DWG #218

12' (

MIN

.)(T

YP

.)

P.T.


DATE DWG. NO.

CHANNELIZED MEDIAN DETAIL

6-9-11

FOR COMMERCIAL DRIVEWAYS OR

3 STREETLIGHT LOCATIONSTANDARD FOR THE CITY OF HENDERSON OR IF SPECIFIED BY THE ENGINEER.

3

3

3

INTERSECTING STREETS

4 DETAIL MAY BE USED FORINTERSECTIONS OF STREETSWITH R/W 60 FEET OR LESSIF APPROVED BY THEENTITY ENGINEER. SPECIALMEDIAN DESIGN IS REQUIREDFOR INTERSECTING STREETSWITH R/W GREATER THAN60 FEET.

CLSTREET


H

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FOR ALLEY CONSTRUCTION SEE STANDARD DRAWING NO. 227

6'

SIDEWALK

STR

EE

T

FEATURE"SEE NOTE 4

WWW6'

MIN.*30' MIN.

SEE NOTE 5

PROPERTY LINE

1. ALL RESIDENTIAL PROPERTIES MAY HAVE ONLY ONE CURB CUT EXCEPT CIRCULAR DRIVEWAYS AS SHOWN.

3. NO DRIVEWAY SHALL BE LOCATED WHOLLY OR PARTIALLY, ON OR OVER A UTILITY EASEMENT WHICH RUNSPERPENDICULAR TO THE CURB LINE.

5. COMMON DRIVEWAY CONSTRUCTION MAY BE PERMITTED AT ANY TWO RESIDENTIAL PROPERTIES OF 60 FEET INWIDTH OR LESS. THE WIDTH OF THE JOINT DRIVEWAY SHALL BE A MAXIMUM OF 24 FEET. A JOINT DRIVEWAY

4. NO DRIVEWAY SHALL BE LOCATED WITHIN 6 FEET OF A LIGHT POLE (UNLESS ACCEPTED BY THE ENTITY TRAFFIC

6. GEOMETRICS APPLY TO NEW CONSTRUCTION ONLY, AND MAY VARY IN EXISTING SUBDIVISIONS SUBJECT TOAPPROVAL OF THE ENGINEER.

2. LOCAL ORDINANCES MAY APPLY AND SHALL HAVE PREFERENCE.

NOTES:

MIN

.

W

ALLEY

UTILITYEASEMENT

"UTILITY


DATE DWG. NO.

DRIVEWAY GEOMETRICS

W = WIDTH OF DRIVEWAY = 12' MIN.,16' MAX. FOR 1 OR 2 CAR GARAGE, OR28' MAX. FOR 3+ GARAGE

ENGINEER), FIRE HYDRANT, MAIL BOX, ABOVE-GROUND ELECTRICAL TRANSFER BOX, BLOCK WALL HIGHER THAN 2 FEET,

7. MULTI-FAMILY RESIDENTIAL AND ALL NON-RESIDENTIAL DRIVEWAYS SHALL CONFORM TO THE COMMERCIALDRIVEWAY STANDARDS.

8. ALL DRIVEWAY LOCATIONS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER.

9. FOR CURB DEPRESSION AND DRIVEWAY APRON DETAIL, SEE STD. DWG. NO. 223.

CURB

GUTTER

222

RESIDENTIAL

8-12-99

OR THE CURB RETURN AT A STREET INTERSECTION OR ALLEY.

AGREEMENT SHALL BE REQUIRED. (EXCEPT CLARK COUNTY)

SEE NOTE 3

NORTHLAS VEGAS

ONLY

7' MIN.

6' MIN.

COUNTYCLARK

ONLY

*12' MIN.-CLARK COUNTY


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COMMERCIAL AND MULTI-FAMILY DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGNUMBERS 224, 225, 228, 235 AND 235.1.

1.

LOCAL ORDINANCES AND POLICIES MAY APPLY AND SHALL HAVE PRECEDENCE. SEE NDOT ACCESS POLICY FORSTATE ROADWAYS.THE TOTAL WIDTH "W" OF DRIVEWAY CURB OPENINGS SHALL NOT EXCEED 65% OF FRONT FOOTAGE.NO DRIVEWAY SHALL BE LOCATED WITHIN 6 FEET OF A LIGHT POLE (UNLESS APPROVED BY THE ENTITY TRAFFICENGINEER), FIRE HYDRANT, MAIL BOX, ABOVE-GROUND ELECTRICAL TRANSFER BOX, OR BLOCK WALL HIGHER THAN2 FEET.

2.

3.

4.

THE CENTERLINES OF THE DRIVEWAYS ON OPPOSITE SIDES OF THE STREET AT A MEDIAN OPENING SHOULD BEWITHIN 10' FROM EACH OTHER AT THE MEDIAN OPENING.GEOMETRICS APPLY TO NEW CONSTRUCTION ONLY, AND EXCEPTIONS MAY BE GRANTED BY THE APPROVAL OF THEAGENCY TRAFFIC ENGINEER BASED ON SITE CONSTRAINTS.

6.

WHEN A PROPERTY LINE FALLS IN A MEDIAN OPENING A JOINT DRIVEWAY AGREEMENT SHALL BE REQUIRED OR NODRIVEWAY WILL BE ALLOWED.

8.

HANDICAPPED ACCESSIBLE SIDEWALKS SHALL BE PROVIDED ADJACENT TO DRIVEWAYS TO THE P.C. OF THE ONSITECURB RETURN, MINIMUM, OR AT AN ALTERNATE LOCATION.

7.

5.

NOTES:


COMMERCIAL AND MULTI-FAMILYDRIVEWAY GEOMETRICS

DATE 02-09-06 DWG. NO. 222.1 SHEET OF 2

DIMENSIONS

12' MINIMUM FOR ONE-WAY DRIVEWAYS32' MINIMUM FOR TWO-WAY DRIVEWAYS40' MAXIMUM

48' MINIMUM

8' MINIMUM & 15' MAXIMUM

W.

E.

H.

= 15' MINIMUM & 35' MAXIMUM= 25' MINIMUM & 35' MAXIMUM

R1R2

THROAT DEPTH25' MINIMUM

D.

50' MINIMUM FOR PARKING LOTS > 50PARKING SPACES

75' MINIMUM FOR PARKING LOTS 51 TO100 PARKING SPACES

100' MINIMUM FOR PARKING LOTS 101TO 200 PARKING SPACES

150' MINIMUM FOR PARKING LOTS > 201PARKING SPACES

UTILITY SEENOTE 4 190' MIN.

DEPARTURESIDE

6' MIN.

R2

CURBGUTTER

SIDEWALKR1

W (FACE OF CURB TO FACE OF CURB)

STR

EE

T

150'MIN.

APPROACH SIDE

SEENOTE 7 (TYP.)

THR

OA

T D

EP

THR2R1

D

1


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DIMENSIONS

THROAT DEPTH FOR SECURITY GATEJ.

DIMENSIONS FOR SECURITY GATECONTROLLED DRIVEWAY DETAIL

ISLAND : LENGTH-20' MINIMUM WIDTH- 4' MINIMUM15' MINIMUM48' MINIMUM8' MINIMUM & 15' MAXIMUM

D.

G.E.H.

DETAIL FOR SECURITY GATECONTROLLED DRIVEWAYS


COMMERCIAL AND MULTI-FAMILYSECURITY GATE GEOMETRICS

DATE 02-09-06 SHEET

LOOP DETECTOR

G

J

E

H

50' MINIMUM FOR 1 TO 49 HOMES OR APT. UNITS TO VISITOR CALL BOX.100' MINIMUM FOR 50 TO 100 HOMES OR APT. UNITS TO VISITOR CALL BOX.GREATER THAN 100 HOMES OR APT. UNITS REQUIRE TRAFFIC STUDY

D

CALL BOX

THROAT DEPTH

2 OF 2DWG. NO. 222.1


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DATE DWG. NO. 223

RESIDENTIAL DRIVEWAY

ELEVATION

PLAN

SECTION

4' 4'GUTTER

DEPRESSED CURB

CONCRETEDRIVEWAY

1/2" EXPANSION JOINTPROPERTY LINE AND/ORBACK OF SIDEWALK

VARIES

DRIVEWAYAPRON

WEAKENED PLANE JOINT

VARIES

4' 4'DEPRESSEDCURB

BOTTOM OF CURB EQUAL REVERSE CURVESSLOPE SHALL BE 1:8 MAX.AND 1:12 MIN.

1/2" EXPANSION JOINT

MAXIMUM SLOPE 1-1/2" PER FOOT

1" ABOVE F.L. OF GUTTER


6" MIN.

PROPERTY LINE AND/ORBACK OF SIDEWALK

CONCRETE DRIVEWAY

NOTES:

1. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONSOF EXISTING CURB AND GUTTER. DRIVEWAYS MAY BE MONOLITHIC TO A.C. LINE.

WEAKENED PLANE JOINTS SHALL BE UNIFORMLY PLACED BETWEEN 5' AND 7' INTERVALS, SEE STANDARD DRAWING 2.NO. 234.

302 AGGREGATE BASE501 CONCRETE502 CONCRETE STRUCTURES

JOINT MATERIAL707

12-14-00


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DATE DWG. NO. 224

COMMERCIAL AND INDUSTRIAL

ELEVATION

PLAN

SECTION

4' 4'GUTTER

DEPRESSED CURB

CONCRETEDRIVEWAY

1/2" EXPANSION JOINTPROPERTY LINE AND/ORBACK OF SIDEWALK

VARIES

DRIVEWAYAPRON

WEAKENED PLANE JOINT

VARIES

4' 4'DEPRESSEDCURB

BOTTOM OF CURB EQUAL REVERSE CURVESSLOPE SHALL BE 1:8 MAX.AND 1:12 MIN.


MAXIMUM SLOPE 1-1/2" PER FOOT



6" MIN. (SEE NOTE 3)


CONCRETE DRIVEWAY

NOTES:

1. NO. 4 BARS AT 16" O.C. BOTH WAYS EXTENDING INTO GUTTER. NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOMOF CONCRETE SUPPORTED BY NON-FERROUS CHAIRS APPROVED BY THE ENGINEER.

2. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING


JOINT MATERIAL707

REINFORCING STEEL(SEE NOTE 1)

1/2" EXPANSIONJOINT BOTHSIDES

SEE NOTE 1 3"2" CLEAR (TYP.)

PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAY SHALL BE MONOLITHIC TO A.C. LINE.

3. DRIVEWAY THICKNESS FOR INDUSTRIAL USE SHALL BE 8" MIN.

4. WEAKENED PLANE JOINTS SHALL BE EQUALLY SPACED AT 15' MAX. INTERVALS, SEE STANDARD DRAWING NO. 234.

505 REINFORCING STEELDRIVEWAY (OPTION A)

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40' B.C.

TYPICAL

BACK OF CURB

PR

IVA

TE S

TRE

ET

OR

DR

IVE

WA

Y

P.C.

R = 25' MIN.

R/W & BACK OFSIDEWALK

CURB & GUTTER"L" TYPE

FLOW LINE

CROSS GUTTERWHEN REQUIRED FORDRAINAGE CONSIDERATIONS

PUBLIC STREET

STR

EE

T C

EN

TER

LIN

E

FLO

W L

INE

OF

CR

OS

S G

UTT

ER

P. C

.

TYPICAL CROSS SECTIONNOTES:

1. SEPARATION OF PEDESTRIAN AND VEHICLE TRAFFIC MUST BE MAINTAINED ON SITE.

2. FOR GRADE CHANGES GREATER THAN 3%, VERTICAL CURVES OF AT LEAST 10 FEET MUST BE USED.

2% TYPICALNORMAL

CROWN

8'TYP.

MAXIMUMGRADE BREAK

3. WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN THE CURB RETURN IN ACCORDANCEWITH STANDARD DRAWING NO. 235.

DWG. NO.DATE


2-11-93 225

COMMERCIAL AND INDUSTRIAL DRIVEWAY(OPTION B) OR

PRIVATE STREET ACCESS

FOR DETAIL SEE STANDARDDRAWING NO. 228

35' MAX.R = 15' MIN.35' MAX.

TO BE DEDICATEDAREA REQUIRED

AS AN EASEMENT


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SPECIFICATION REFERENCECLARK COUNTY AREA


COMMERCIAL AND INDUSTRIAL

SECTION B-B

PLAN

WHEELCHAIR RAMP CURB FACE PROFILE

WEAKENED PLANE JOINTVARIES

1. NO. 4 BARS AT 16" O.C. BOTH WAYS EXTENDING INTO GUTTER. NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHAIRS APPROVED BY THE ENGINEER.



JOINT MATERIAL707



3. DRIVEWAY THICKNESS FOR INDUSTRIAL USE SHALL BE 8" MIN.

4. WEAKENED PLANE JOINTS SHALL BE EQUALLY SPACED AT 15' MAX. INTERVALS.

505 REINFORCING STEEL DRIVEWAY (OPTION C)

5' RCONCRETESIDEWALK

BACK OF CURB

ONLY IF ABUTTINGCONCRETE

FLOWLINE1/2" CURB FACE

36" (TYP.)

AA

B

B

1/2" CURB FACEBACK OFSIDEWALK


1-1/2"SEE NOTE 1

6"

3"

6" CONCRETE(SEE NOTE 3)

VARIES1'-6"

6" MIN. TYPE II

4"

AGGREGATE BASE5" MIN. TYPE II

AGGREGATE BASE

6"6"

MA

X.

VA

RIE

S

VARIES6"1"

1/2" CURB FACE SEE DETAILSTANDARD DRAWING NO. 235

SECTION A-A

36" 1/2" EXPANSION JOINT

SLOPE SHALL BE 1:8 MAX.AND 1:12 MIN.

THIS DRIVEWAY DESIGN SHALL ALSO BE USED FOR ALLEY INTERSECTIONS, 8" MIN. THICKNESS.5.

6. SPECIAL DESIGNS SUBJECT TO APPROVAL OF THE ENGINEER.

1/2"

12-14-00

UNIFORM STANDARD DRAWINGS


AGENCY APPROVED N

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APPROVED BY THE ENGINEER

#4 BARS AT 16" CENTERS,BOTH WAYS SUPPORTEDBY NON-FERROUS CHAIRS

DRAWING NO. 222.1R = ACCORDING TO UNIFORM STANDARD

SEALANT DETAIL

FINISHED ASPHALT CONCRETE SURFACE TO BE FLUSH WITH CROSS GUTTER LIP.

(OFFICES, CHURCHES, SCHOOLS, RESTAURANTS, ETC.)

LIGHT DUTY COMMERCIAL

TT-S-00153A CLASS A SEALANTEXPANSION JOINT MATERIAL707

SECTION A-A

ADJACENT SPANDREL SHALL BE 6" THICK P.C.C.

REINFORCING STEELCONCRETE STRUCTURES

AGGREGATE BASECONCRETE

505502501302

NOTES:

2.

1.

2" CLR. (TYP.)

3"

6"6"

CLR

.

DRIVEWAY


CONCRETE - SEE NOTE NO. 2

A

3/4"

#4 BARS AT 16" O.C.

JOINT DETAIL

1" TYP.

5'-6"

EACH WAY

2" CLR.12"

3" 3"

SILICONE SEALANT

1'-6"

5/8" BACKING RODBOND BREAKER OR

PLAN

2'

"R"

JOINT FILLER1/2" PREMOLDED EXPANSION

1'-6

"

7'

FLOWLINE

A END PLUG. GREASE REINFORCING STEELPRIOR TO PIPE INSTALLATION

2'

STANDARD 1/2" PVC PIPE

1/4"

1/2"

1/4"


DATE DWG. NO. 226.S212-14-00



AGENCY APPROVED H

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APPROVED BY THE ENGINEER

#4 BARS AT 16" CENTERS,BOTH WAYS SUPPORTEDBY NON-FERROUS CHAIRS

DRAWING NO. 222.1R = ACCORDING TO UNIFORM STANDARD

SEALANT DETAIL

FINISHED ASPHALT CONCRETE SURFACE TO BE FLUSH WITH CROSS GUTTER LIP.

(SERVICE STATIONS, INDUSTRIAL, LOADING DOCKS, ETC.)

HEAVY DUTY COMMERCIAL

TT-S-00153A CLASS A SEALANTEXPANSION JOINT MATERIAL707

SECTION A-A

ADJACENT SPANDREL SHALL BE 9" THICK P.C.C.

REINFORCING STEELCONCRETE STRUCTURES

AGGREGATE BASECONCRETE

505502501302

NOTES:

2.

1.

2" CLR. (TYP.)

3"

10"

9"

CLR

.

DRIVEWAY


CONCRETE - SEE NOTE NO. 2

A

3/4"

#4 BARS AT 16" O.C.

JOINT DETAIL

1" TYP.

5'-6"

EACH WAY

2" CLR.12"

3" 3"

SILICONE SEALANT

1'-6"

5/8" BACKING RODBOND BREAKER OR

PLAN

2'

"R"

JOINT FILLER1/2" PREMOLDED EXPANSION

1'-6

"

7'

FLOWLINE

A END PLUG. GREASE REINFORCING STEELPRIOR TO PIPE INSTALLATION

2'

STANDARD 1/2" PVC PIPE

1/4"

1/2"

1/4"


DATE DWG. NO. 226.S312-14-00



AGENCY APPROVED H

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ELEVATION

PLAN

SECTION A-A

4' 4'GUTTER

DEPRESSED CURB


BACK OF SIDEWALKALLEY

DRIVEWAY APRON

VARIES4' 4'

DEPRESSEDCURB

BOTTOM OF CURB EQUAL REVERSE CURVES

MIN. SLOPE 1/10" PER FOOT




MATCH ALLEY ELEV.

NOTES:

1. NO. 4 BARS AT 16" O.C. BOTH WAYS CONTINUOUS THROUGH GUTTER. NO. 4 BARS SHALL BE PLACED 3"ABOVE BOTTOM OF CONCRETE.


REINFORCING STEEL(SEE NOTE 1)

1/2" EXPANSIONJOINT BOTHSIDES

3"2" CLEAR (TYP.)


3. DRIVEWAY THICKNESS SHALL BE 8" MIN.

DEPRESSED ALLEY DRIVEWAY

A

A

MIN. MIN.

TRANSITION AREA

MIN. MIN.

8" MIN. (SEE NOTE 3)SEE NOTE 1

12-14-00

UNIFORM STANDARD DRAWINGS


AGENCY APPROVED L

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DATE DWG. NO. 228

CROSS GUTTER

SEALANT DETAIL

SECTION A-A

SILICONE SEALANT

3"

12"

3"

2" CLEAR

NO. 4 BARS12" O.C.

A

2'


A STANDARD 1/2" GALVANIZED PIPE WITHEND PLUG. GREASE REINFORCING STEELPRIOR TO PIPE INSTALLATION. 2'

NO. 4 BARS @ 12"CENTERS, BOTH WAYS

ENGINEER

SUPPORTED BY NON-FERROUSCHAIRS APPROVED BY THE

JOINT DETAIL

PLAN1/2"

1/4"1/4"

BOND BREAKER OR5/8" BACKING ROD

1" 4' 4'

3/4"

NO. 4 BARS @ 12"CENTERS, BOTH WAYS

9" (SEE NOTE 3)

10" TYPE I OR TYPE IIAGGREGATE BASE

2" CLEAR (TYP.)

8'

1-1/2 %2%

CLPROPOSED STREET 30' MIN.

3"

1% MAX.

1% MAX.

TYPICAL PROFILE AT LOCAL RESIDENTIAL STREET INTERSECTIONSNOTES:

1. FINISHED ASPHALT CONCRETE SURFACE TO BE FLUSH WITH CROSS GUTTER LIP.2. CONSTRUCTION OF CROSS GUTTER IS NOT ALLOWED ACROSS MAJOR COLLECTOR OR ARTERIAL STREETS.3. ADJACENT SPANDREL SHALL BE 9" THICK P.C.C.

302 AGGREGATE BASE501 CONCRETE502 CONCRETE STRUCTURES505 REINFORCING STEEL707 EXPANSION JOINT MATERIAL

TT-S-00153A CLASS A SEALANT

8'

12-14-00


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DATE DWG. NO. 229

HALF STREET CROSS GUTTER

SECTION A-A

C

PLAN

302 AGGREGATE BASE501 CONCRETE502 CONCRETE STRUCTURES505 REINFORCING STEEL707 EXPANSION JOINT MATERIAL

TT-S-00153A CLASS A SEALANT

A

LFUTURESPANDREL

FOR DETAIL CONSTRUCTION SEE CROSS GUTTERSTANDARD DRAWING NO. 228

TYPE II GRAVELTYPE I GRAVEL

2' 2'

PAVEMENT

LIMIT OF CONSTRUCTION

9" CONCRETE

2'

A.C. PAVEMENT, TYPE I &TYPE II AGGREGATE BASE TO CONFORM TO HALF STREETCONSTRUCTION

12"

22"

10" TYPE I OR IIAGGREGATE BASE

9" CONCRETE

10" TYPE I OR II AGGREGATEBASE

WHEN SECOND HALF OF CROSSGUTTER CONSTRUCTED, DRILLEXISTING CONCRETE AND EPOXYFIVE EQUALLY SPACED 1/2" MIN.DIAMETER CORROSION RESISTANTRODS (EPOXY OR GALVANIZED).

12" 12"

1/2" EXPANSION JOINT WITH SILICONESEALANT SEE STANDARD DRAWINGNO. 233

DETAIL FOR FUTURE CONSTRUCTION

9"

A


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DATE DWG. NO. 230

CONCRETE ISLAND, LENGTH VARIESNOTES:

CONCRETE PAVEMENT INTERSECTIONTYPICAL LAYOUT

409 CONCRETE PAVEMENT501 CONCRETE

VA

RIE

S A

CC

OR

DIN

G T

O W

IDTH

S O

F TR

AFF

IC &

PA

RK

ING

LA

NE

S

15' TYP.

CONCRETE ISLANDLENGTH VARIES

THICKENED EDGE

TYPE "D" JOINTS

195'

TYPE "D" JOINTS

THICKENED EDGE

1. CONCRETE SHALL BE PLACED MONOLITHICALLY FOREACH FOUR QUADRANTS OF THE INTERSECTION.

2. LONGITUDINAL AND TRANSVERSE WEAKENEDPLANE JOINTS SHALL BE TYPE "C".

3. LONGITUDINAL AND TRANSVERSE CONSTRUCTIONJOINTS SHALL BE TYPE "B".

4. FOR JOINT DETAILS SEE STANDARD DRAWING NO. 233.

5. ALL MANHOLES AND WATER VALVES SHALL BE BOXEDOUT. SEE DETAIL ON STANDARD DRAWING NO. 232.

LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE6.TIED INTO THE CORNERS OF ALL BOXOUTS. THISWILL REQUIRE THE ENGINEER TO SHOW ALL UTILITYBOXOUTS ON THE PLANS, AND THE JOINT LAYOUTPATTERNS THAT TIE INTO THEM. WHENEVERPOSSIBLE, INTERSECTION OF JOINTS SHALL BE AT90 , BUT NOT LESS THAN 60 OR GREATERTHAN 140 .

195'

15' T

YP

.

TYPE "D"JOINTS

THICKENED EDGE

VARIES ACCORDING TO WIDTHS OF TRAFFIC& PARKING LANES

NOTES CONTINUED:

7. CONCRETE PAVEMENT PLACED ALONG EXISTINGCURB AND GUTTER SHALL HAVE A THICKENEDEDGE. SEE STANDARD DRAWING NO. 232.

8. CONCRETE PAVEMENT PLACED ALONG PROPOSEDCURB AND GUTTER SHALL BE CONSTRUCTEDWITH TYPE "B" JOINT. SEE DETAIL ON STANDARD DRAWING NO. 232.

9. LOCATION OF JOINTS FOR PROPOSED CURB &GUTTER SHALL COINCIDE WITH JOINTS IN CONCRETE PAVEMENT.

10. LANE MARKERS SHALL NOT BE PLACED ONTOP OF ANY JOINT.

THICKENED EDGE

TYPE "D" JOINTS

CONCRETE ISLAND,LENGTH VARIES

15' TYP.

195' VA

RIE

S A

CC

OR

DIN

G T

O W

IDTH

S O

F TR

AFF

IC &

PA

RK

ING

LA

NE

S

CONCRETE ISLAND, LENGTH VARIES(SEE STANDARD DRAWING NO. 232)

THICKENED EDGE (SEE STANDARD DRAWINGNO. 232)

TYPE "D" JOINTS

195'

15' T

YP

.

& PARKING LANESVARIES ACCORDING TO WIDTHS OF TRAFFIC

THICKENED EDGE

TYPE "D" JOINTS


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DATE DWG. NO. 231

CONCRETE PAVEMENT

NOTE:

302 AGGREGATE BASE

501 CONCRETE633 PAVEMENT MARKERS

JOINT MATERIAL707

LANE WIDTH

TYPICAL ROADWAY SECTION

409 CONCRETE PAVEMENT

LANE WIDTH LANE WIDTH LANE WIDTH

BASE

A.C.

CONCRETE ISLAN