uniform standard drawings clark...

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA

YEAR 2012 REVISIONS

DRAWING # TITLE AND REVISION SUMMARY EFFECTIVE DATE

201.3.S1 "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

203.1.S1 "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

205.2.S1 "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

205.3.S1 "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

206.1.S1 "Local Residential ‐ Complete Street Alternatives" ‐ New drawing for street cross section for the City of Las Vegas as part of their complete streets initiative.

07/01/12

216.1.S1 ""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

244.6.S1 "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

244.9 "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

411.1 "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

500.4 "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.

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

503.1 "Method A for Flexible Pipe Trench Backfill ‐ Paved Areas" ‐ Revision to modify the material and compaction requirements for trenches.

01/01/12

503.2 "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 484B.130.

07/01/12

SPECIFICATION REFERENCE

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

"B"

NOTES

MINIMUM PROPERTY LINE AND

"A"

"B"

"A"

60' 100'

OR OR

LESS

80'

MORE

60'

OR

LESS

15' 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 LINE

RADIUS SHOWN IN TABLE

60' 100'

OR OR

LESS

80'

MORE

60'

OR

LESS

20' 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 RADIUS

SHOWN IN TABLE

TRAFFIC CHORD EASEMENT

AT EACH INTERSECTION

WHERE REQUIRED.

COMPLETE STREET ALTERNATIVE

AGENCY APPROVED LAGENCY APPROVED

"B"

"A"

CLARK COUNTY AREA

UNIFORM STANDARD DRAWINGS

SUPPLEMENTAL DRAWING

SEE STANDARD

MEDIAN ISLAND

1.5'

R/W R/W

3'

45'

106'

6.5'37'

SURFACE TREATMENT

SEE NOTES 1 AND 6

"L" TYPE CURB & GUTTER

SEE STANDARD DRAWING NO. 216.1.S1

6" MIN TYPE I OR TYPE II

AGGREGATE BASE UNDER

CURB AND GUTTER

A.C. PAVEMENT

SEE NOTE 3

5" MIN TYPE II AGGREGATE

BASE UNDER SIDEWALK

SEE STANDARD DRAWING NO. 234

2%

L


SURFACE TREATMENT



CURB AND GUTTER

SEE NOTES 1 AND 6

R/W


BASE UNDER SIDEWALK


SEE NOTE 3

A.C. PAVEMENT

2%

106'

R/W

ARTERIAL WITHOUT

MEDIAN ISLAND

MEDIAN ISLAND

ARTERIAL WITH

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 401

AND STANDARD DRAWING NO. 200.

DRAWING NO. 218

C

C

L

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

OPEN GRADE

BITUMINOUS PAVEMENT

403

501

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.

PAVEMENT SHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

AGGREGATE BASE


(SEE NOTE 3)

AGGREGATE BASE

(SEE NOTE 3)

6" MIN.

6" MIN.

6" MIN.

PRIMARY ARTERIAL


07-01/12 203.1.S1

1.5'3'

45'

5'

AGENCY APPROVED

CLARK COUNTY AREA



L

R/W

2%

32'

80'

8'

R/W

MAJOR COLLECTOR WITHOUT

MEDIAN ISLAND



SEE NOTE 3

A.C. PAVEMENT

1.5'

AGGREGATE

COAT

PRIME

TYPE I OR TYPE II


CURB AND GUTTER

SIDEWALK SEE STANDARD

DRAWING NO. 234

BASE UNDER SIDEWALK


2%

3'

DWG. NO.DATE

CLARK COUNTY AREA



302 AGGREGATE BASE

401

FOG SEAL

BITUMINOUS PAVEMENT

PRIME COAT406

501

407

CONCRETE

6" MIN.BASE (SEE NOTE 3)

MAJOR COLLECTOR


07-01/12 205.2.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 TREATMENT

SEE NOTES 1 AND 6





CURB AND GUTTER

A.C. PAVEMENT

SEE NOTE 3


BASE UNDER SIDEWALK


2%

L

MAJOR COLLECTOR WITH

DRAWING NO. 218

C

5'

AGGREGATE BASE

(SEE NOTE 3)

6" MIN.

6" MIN.

MEDIAN ISLAND

5'

SURFACE TREATMENT

FOG SEAL

1.

2.

NOTES:

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

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

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 EACH

LOCAL JURISDICITON. NO ABOVE GROUND OBJECTS SHALL BE PLACED WITHIN THE 5 FOOT SIDEWALK.

5.

4.

SHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

3. STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401

AND STANDARD DRAWING NOS. 200 AND 200.1.

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

AGENCY APPROVED


L

6" MIN.

R/W

2%

20'

60'

10'

R/W

MINOR COLLECTOR

1.

2.

NOTES:

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

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



SEE NOTE 3

A.C. PAVEMENT

1.5'

AGGREGATE

COAT

PRIME

TYPE I OR TYPE II


CURB AND GUTTER


DRAWING NO. 234

BASE UNDER SIDEWALK


2%

5'

DWG. NO.DATE

CLARK COUNTY AREA



302 AGGREGATE BASE

401

FOG SEAL

BITUMINOUS PAVEMENT

PRIME COAT406

501

407

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.

6" MIN.BASE (SEE NOTE 3)

SHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

3. STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401

AND STANDARD DRAWING NOS. 200 AND 200.1.

MINOR COLLECTOR


07-01-12 205.3.S1

FOG SEAL5'

AGENCY APPROVED LAGENCY APPROVED

CLARK COUNTY AREA



6" MIN.

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

BASE UNDER SIDEWALK


PRIME COAT


CURB AND GUTTER



A.C. PAVEMENT

BASE (SEE NOTE 2)

TYPE I OR TYPE II AGGREGATE

R/W



47'

L

C

18.5'

FOG SEAL

2%

R/W

6" MIN

5'

SEE NOTE 2

(LOTS 40' WIDE OR LESS)

DWG. NO.DATE



BITUMINOUS PAVEMENT

PRIME COAT

AGGREGATE BASE

501

406

407

401

302

FOG SEAL

CONCRETE

WITH LIP AT SIDEWALK RAMPS.

STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 401 AND STANDARD

DRAWING NO. 200.1.

206.1.S107-01-12

LOCAL RESIDENTIAL

COMPLETE STREET ALTERNATIVES

R/W

2%

15.5'

47'

8'

R/W



SEE NOTE 3

A.C. PAVEMENT

1.5'

AGGREGATE

COAT

PRIME

TYPE I OR TYPE II


CURB AND GUTTER


DRAWING NO. 234

BASE UNDER SIDEWALK


2%

3'

6" MIN. BASE (SEE NOTE 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

CLARK COUNTY AREA





CLARK COUNTY AREA

DATE DWG. NO. 216.1.S1

TYPICAL PLAN

"L" TYPE CURB AND GUTTER

FLOWLINE

WEAKENED

PLANE JOINTS

SEE STANDARD DRAWING

10' (TYP.) 10'

11"

7"

6"

NOTES:

1/2" R

6"

6" 1"

1/4"

HOLDING GUTTER

1/2" R

1"

19"

501 CONCRETE

707 JOINT MATERIAL

6"

1" R

11"

CONCRETE

1"

1/2"

5-1/2"

SEE NOTE 1

FOR DRAINAGE

1. 1" BATTER ON GUTTER FACE OPTIONAL.

1/2" EXPANSION JOINT AT

ALL COLD JOINTS, AT

BEGINNING AND END OF

RETURN AND AT 300' MAX.

INTERVALS FOR EXTRUDED

CURB AND 30' MAX. INTERVALS

FOR FORMED CURB. FOR JOINT

DETAIL SEE STANDARD DRAWING

NUMBER 234

NUMBER 234

AGGREGATE BASE COURSE302

07-01-12


AGENCY APPROVED L

CLARK COUNTY AREA



106 FT. STREET

6" SOLID

WHITE LINE

RA

IS

ED

M

ED

IA

N

TW

O-W

AY

LE

FT

T

UR

N LA

NE

80 FT. STREET

WHITE LINE

6" SOLID

4. CONTACT THE LOCAL JURISDICTIONAL FOR DEVELOPMENT REQUIREMENTS FOR THE AREA BETWEEN THE CURB

1.

2.

3. ALL CURB LANES ARE MEASURED TO LIP OF GUTTER OR EDGE OF PAVEMENT IF CURB AND GUTTER DO NOT EXIST.

LANE LINE DELINEATION SHALL COMPLY WITH STANDARD DRAWING NO. 244 & 244.1.

NOTES:

SIDEWALK

BUFFER

BIKE LANE

SIDEWALK

BIKE LANE

LANDSCAPE

SEE NOTE 2

SEE NOTE 2

BIKE LANES TO BE PROVIDED IF SEGMENT CONNECTS TO OTHER BIKE LANES OR IF ROADWAY SEGMENT IS

RA

IS

ED

M

ED

IA

N O

R

SEE NOTE 4

SEE NOTE 4

1 MILE OR GREATER. IF BIKE LANE IS NOT PROVIDED, TRAVEL LANES SHOULD REMAIN AT DIMENSIONS

AND SIDEWALK.

SHOWN SO A BICYCLE LANE COULD BE PROVIDED IN THE FUTURE. SEE DRAWING NUMBER 246.1 FOR BIKE LANE

SIGNING AND STRIPING DETAILS.

PAVEMENT MARKERS

PAINTING TRAFFIC STRIPING

633

628

DWG. NO.DATE


5'3'

1.5'

4'13'

4'

1.5'

3'5' 5' 3'

1.5'

4' 10' 10.5' 12' 10.5' 10'4'

1.5'

3' 5'11'11' 11'11' 11' 11'

TYPICAL DELINEATION FOR ROADWAYS

07-01-12 244.6.S1

BUFFER

LANDSCAPE


CLARK COUNTY AREA



AGENCY APPROVED L

R3-17

1.

2.

3.

AND NO GREATER THAN 8 FT WIDE; HOWEVER A WIDTH OF 5 FEET IS PREFERRED.

BIKE LANES MUST BE A MINIMUM OF 5 FEET WHEN ADJACENT TO A PARKING LANE, 4 FEET MINIMUM IN OTHER CASES

BIKE LANE LINES SHALL BE APPROVED TYPE II PAVEMENT MARKING FILM AND SHALL BE SLIP RESISTANT.

BIKE LANE LEGENDS SHALL BE APPROVED TYPE I PAVEMENT MARKING FILM AND SHALL BE SLIP RESISTANT.

NOTES:

6" SOLID WHITE LINE

SEE NOTE 1

BIKE LANE DELINEATION AND LEGEND

BIKE LANE SIGNAGE

SEE NOTE 2

LINE 8' ON CENTER

6" X 2' SKIP WHITE

DWG. NO.DATE

CLARK COUNTY AREA



BICYCLE LANE DELINEATION, LEGEND, AND SIGNING SHALL CONFORM TO THE MUTCD LATEST EDITION.4.

5.SIGN SIZE AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD, LATEST EDITION.

14"

6'

6"

6'

2'

SEE

NOTE 3

TR

AN

SIT

IO

N Z

ON

E

SEE

NOTE 3

W"

H"

6'

07-01-12244.9

BICYCLE LANE DELINEATION,

LEGEND, AND SIGNAGE

THE BIKE LANE SIGNAGE SHALL BE TYPE XI SHEETING.6.

AGENCY APPROVED CB H L M N

(BLACK AND WHITE)

SEE NOTE 5

SE

E N

OT

E 5

FACE COPY

NORTH LAS VEGAS BACKGROUND IS BLUE.) CUT-OUT LETTERS AND NUMBERS ARE NOT

THE SIGN SHALL HAVE A MINIMUM LENGTH OF 30". WHERE EXTRA LENGTH IS REQUIRED, IT SHALL

PRIMARY COPY FOR 9" AND 12" SIGNS SHALL BE 6" SERIES 'C' UPPERCASE WITH 4 1/2' SERIES 'C' LOWERCASE;

SIGN SHALL BE WHITE LETTERS AND NUMBERS ON GREEN BACKGROUND. (THE CITY OF

STREET NAME SIGNS

CLARK COUNTY AREA


SIGN BLANKS SHALL HAVE ROUNDED CORNERS.

12" SIGNS SHALL HAVE A 1/2" WHITE BORDER AT THE EDGE.

STREET NAME SIGNS

BOTH SIGNS PLACED ON MAJOR STREETS WITH RIGHTS-OF-WAY 80' OR GREATER SHALL HAVE A

HOWEVER, WHEN DESCENDERS ARE REQUIRED ON 9" SIGNS, PRIMARY COPY SHALL BE 5 1/2".

BE PROVIDED IN 6" INCREMENTS. GROUND MOUNTED SIGNS SHALL HAVE A MAXIMUM LENGTH OF 42".

REFLECTIVE SHEETING MATERIAL SHALL BE TYPE XI.

ACCEPTABLE (EXCEPT FOR THE BLOCK NUMBER).


631

6.

7.

5.

4.

NOTES:

1.

2.

3.

DATE DWG. NO.07/01/12 250

N

6"

3"

6"

4-1/2"

1/2"

4-1/2"

SHEET 1 OF 2

3"

1"

3"

1"

1"

2"

3"

1-1/2"

3"

2"

2"

12" (MAJOR STREETS)

9" (MINOR STREETS)

HEIGHT OF 12"; SIGNS PLACED ON MINOR STREETS WITH RIGHTS-OF-WAY OF LESS THAN 80'

SHALL HAVE A HEIGHT OF 9".

ORDINAL, SUFFIX AND BLOCK NUMBER SHALL BE 3" SERIES 'C' UPPERCASE. (ORDINAL MAY BE OMITTED

FROM 12" SIGNS, EXCEPT IN CLARK COUNTY.) SPACING BETWEEN LETTERS SHALL BE AS ON

4" (MIN.)

2"

2"

(MIN.)

2"

(MIN.)

2"

2"

SIGN MATERIALS716

SHEET 2 OF THIS DRAWING.

AGENCY APPROVEDCB H L M N

N



CLARK COUNTY AREA

DATE DWG. NO.

STREET NAME SIGNS

250 SHEET 2 OF 2

631

716

STREET NAME SIGNS

SIGN MATERIALS

LETTER SPACING

6-12-97

IF LEGEND SPACED ACCORDING TO RECOMMENDED PROCEDURE ABOVE EXCEEDS THE MAXIMUM

ALLOWABLE SIGN LENGTH (42" FOR GROUND-MOUNTED), THE FOLLOWING ACTIONS, LISTED IN

PRIORITY ORDER, SHALL BE TAKEN TO REDUCE LENGTH OF THE SIGNBLANK.

A. REDUCE THE FONT TO 5 1/2" SERIES 'C'.

B. REDUCE THE SPACING TO 100% OF THE "FEDERAL STANDARD".

C. REDUCE THE FONT TO 5 1/2" SERIES "B".

D. CONSIDER ABBREVIATING ANY LEGEND WORDS WHICH ARE EXTREMELY COMMON

(I.E., "MTN" FOR "MOUNTAIN") SUCH ABBREVIATIONS MUST BE APPROVED BY THE

TRAFFIC ENGINEER AND THE FIRE DEPARTMENT.

E. REDUCE THE LEADING AND TRAILING BLANK GREEN SPACE BY 50%.

F. CONSTRUCT THE SIGN ACCORDING TO THE STANDARD SPACING WHICH WILL BE

GREATER THAN 42" IN LENGTH, AND MOUNT ON A STREETLIGHT POLE OR OTHER

ELEVATED MOUNT AS APPROVED BY THE TRAFFIC ENGINEER WITH APPROPRIATE SIGN

BRACING AND MOUNTING HARDWARE.

"CORRECTED" LAYOUT SOFTWARE LETTER SPACING.

3. SPACING FOR STREET NAME SIGN LEGENDS SHALL BE EQUAL TO 110% OF THE

"CORRECTION FACTOR" NECESSARY FOR LAYOUT SOFTWARE LETTER SPACING

TO BE APPROXIMATELY EQUAL TO THE FHWA STANDARD SPACING FOR UPPERCASE

2. CORRECTION FACTOR SHALL BE USED TO ADJUST THE SPACING FOR THE

REQUIREMENTS OF THE FHWA STANDARD SPACING CHART FOR 6" UPPERCASE LETTERS. THE

LOWERCASE LETTERS.

SPACING FOR STREET NAME SIGN LEGENDS SHALL BE OBTAINED BY MODIFICATION TO THE

1. SIGN LAYOUT COMPUTER SOFTWARE SHALL BE EVALUATED TO DETERMINE THE

FOLLOWING STEPS SHALL BE USED TO DETERMINE REQUIRED SPACING:

LETTERS.

(SAME STEPS ARE TO BE FOLLOWED WHEN FONT SIZE OF LEGEND IS REDUCED IN ORDER

NOT TO EXCEED THE MAXIMUM LENGTH LIMITATIONS.)

SPACING OF STREET NAME SIGN LEGENDS




CLARK COUNTY AREA

MODIFIED TYPE "A"

DROP INLET

DATEDWG. NO. 411.1

9-14-06

CONCRETE

CONCRETE STRUCTURES

REINFORCING STEEL

STEEL

501

501

501

501

EX

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IN

T

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L

27

"

8"

SE

CT

IO

N C

-C

SE

CT

IO

N A

-A

H (M

AX

)

AB

AR

SB

BA

RS

4'-0"

#4 @

10" O

.C

.#5 @

12" O

.C

.

6'-0"

#5 @

12" O

.C

.#5 @

12" O

.C

.

8'-0"

10'-0"

#5 @

12" O

.C

.

#6 @

12" O

.C

.

#5 @

12" O

.C

.

#5 @

12" O

.C

.

NO

TE

S:

1.

ALL R

EB

AR

S

HA

LL H

AV

E 2-1/2" C

OV

ER

U

.O

.N

.

2.

ALL C

ON

CR

ET

E S

HA

LL B

E C

LA

SS

D

A 4000 P

SI.

3.

SE

E P

LA

NS

F

OR

LE

NG

TH

(L) A

ND

D

EP

TH

(H

) O

F E

AC

H IN

LE

T.

4.

SE

E P

LA

NS

F

OR

S

IZ

E A

ND

LO

CA

TIO

N O

F O

UT

LE

T P

IP

E.

5.

ALL E

XP

OS

ED

S

TE

EL S

HA

LL B

E H

OT

D

IP

PE

D G

ALV

AN

IZ

ED

.

6.

ALL D

AM

AG

ED

G

ALV

AN

IZ

ED

S

TE

EL S

HA

LL B

E P

AIN

TE

D W

IT

H A

M

IN

IM

UM

3.5 M

IL. C

OA

T O

F O

NE

O

F T

HE

F

OLLO

WIN

G Z

IN

C R

IC

H P

AIN

TS

:

GA

LV

ON

OX

T

YP

E I

LP

S C

OLD

G

ALV

AN

IZ

E

SH

ER

WIN

-W

ILLIA

MS

"Z

IN

C C

LA

D I"

7.

ALL R

EB

AR

S

HA

LL B

E G

RA

DE

60.

8.

ALL S

TR

UC

TU

RA

L S

TE

EL S

HA

LL B

E A

36.

9.

ALL A

NC

HO

R B

OLT

S S

HA

LL B

E A

-307.

10.

BE

DD

IN

G F

OR

D

RO

P IN

LE

T S

HA

LL B

E 6" M

IN

. O

F T

YP

E II A

GG

RE

GA

TE

B

AS

E

CO

MP

AC

TE

D T

O 95%

M

AX

IM

UM

D

EN

SIT

Y P

ER

A

ST

M D

1557.

TH

IS

S

HT

.

CL

EA

R

DIM

. `S

'D

IM

. `W

'

SLA

BW

ALLS

8"

8"

8"

8"

8"

8"

9"

9"

CH

AN

NE

L A

NG

LE

T

O

M

AT

CH

C

UR

B F

AC

E

3-#5 D

IA

G.

(T

YP

. 4-P

LC

S.)

4-#5 V

ER

T.

3-#5 H

OR

IZ

.

4-#5 V

ER

T.

2" C

LR

.

(T

YP

.)

O

P

E

N

I

N

G

F

O

R

R

C

P

1" C

LR

. B

ET

WE

EN

BA

RS

. (T

YP

.)

3-#5 H

OR

IZ

.

PIP

E A

ND

D

RO

P IN

LE

T

JU

NC

TIO

N W

ALL D

ET

AIL


CONCRETE

FOG SEAL

AGGREGATE BASE

PRIME COAT

BITUMINOUS PAVEMENT


406

407

501

302

401

PLAN VIEW

DATE 6-12-08 DWG. NO.

CLARK COUNTY AREA


C

STREET WIDTH (R/W)

LONGITUDINAL CUT RESTORATION

EX. C & G

L

2%

OVER 5 YEARS

PAVEMENT RESTORATION

LONGITUDINAL CUT - 60' R/W OR LESS

2' 2'

2%

MIN.MIN.

WITH A MINIMUM OF 2" THICK ASPHALT PAVEMENT

REMOVE AND REPLACE ASPHALT PAVEMENT

CONTIGUOUS SECTION

AGGREGATE BASE TO MATCH

IF TRENCH EDGE IS 5-FT OR LESSFROM LIP OF GUTTER, THENREPLACE 8-FT (MIN.) OF ASPHALT.

IF TRENCH EDGE IS BETWEEN 5-FT &9-FT FROM LIP OF GUTTER, THENREPLACE 11-FT (MIN.) OF ASPHALT.

IF TRENCH EDGE IS BETWEEN 10-FT &14-FT FROM CENTERLINE, THENREPLACE 16-FT (MIN.) OF ASPHALT.

IF TRENCH EDGE IS BETWEEN 2-FT &10-FT FROM CENTERLINE, THENREPLACE 12-FT (MIN.) OF ASPHALT.

1


2

3

4

7' 4' 12'

EX

IS

TIN

G S

ID

EW

ALK

EX

IS

TIN

G C

&G

PA

RK

IN

G LA

NE

TR

AV

EL LA

NE

BIK

E LA

NE

ST

RE

ET

C

EN

TE

RLIN

E

NOTES:

1. IF CUT IS WITHIN A MARKED LANE,

PAVEMENT RESTORATION MUST EXTEND

TO THE MARKED LANE LINE.

2. THE ENTITY'S REQUIREMENTS TAKE

PRECEDENCE OVER ANY MINIMUM

REQUIREMENTS SHOWN HEREON.

3. MINIMUM ASPHALT REPLACEMENT WIDTH

SHALL NOT BE LESS THAN THE LIMITS OF

THE PAVING MACHINERY USED.

EXCEPTION: FOR RESIDENTIAL STREETS 51-FT

OR LESS, REPLACE FULL HALF STREET.

EXCEPTION: FOR RESIDENTIAL STREETS 51-FT

OR LESS, REPLACE FULL HALF STREET.

2' MIN. (TYP)

TRENCH LIMITS

(TYP)

SEE BELOW FOR PAVEMENT

RESTORATION LIMIT REQUIREMENTS

REPLACE FULL DEPTH

ASPHALT (MATCH

EXISTING THICKNESS)

7' 4' 12'

500.4

R / W

TO LIMITS SHOWN BELOW.

60' OR LESS



CLARK COUNTY AREA

DATE 01-01-12DWG. NO.

TRENCH BACKFILL - PAVED AREAS

503

208

302

TRENCH EXCAVATION & BACKFILL

AGGREGATE BASE COURSES

1. NO STONES OR LUMPS GREATER THAN 3" PERMITTED IN TRENCH 2' OR LESS IN WIDTH.

2. TRENCH WIDTH, BEDDING, SUBGRADE AND PIPE ZONE REQUIREMENTS FOR UTILITY INSTALLATIONS SHALL

CONFORM TO THE RESPECTIVE ENTITY REQUIREMENTS.

NOTES:

VARIES

GRANULAR BACKFILL OR

SELECT BACKFILL OR

BACKFILL WITH CONTROLLED LOW

STRENGTH MATERIAL (CLSM)

TYPE II OR TYPE III AGGREGATE BASE

90% MIN. COMPACTION IN PIPE ZONE,

PIPE BEDDING

SEE NOTE 3

O

.

D

.

P

I

P

E

3. CRUSHED ROCK MAY BE USED FOR PIPE BEDDING ONLY IF MATERIAL USE HAS BEEN

SPECIFICALLY APPROVED BY THE GOVERNING AGENCY. SEE STANDARD DRAWING NO. 505

FOR PIPE BEDDING METHODS.

SEE NOTE 1

4. LAS VEGAS VALLEY WATER DISTRICT REQUIRES PIPE BEDDING AND BACKFILL WITHIN THE PIPE ZONE

TO BE OF THE SAME MATERIAL.

STABLE SUBGRADE

MINIMUM TRENCH WIDTH IS RELATED

TO DESIGN REQUIREMENTS AND

SHALL BE INDICATED ON THE PLAN

DRAWINGS. SEE SECTION 208-

TRENCH EXCAVATION AND BACKFILL

DEPTH OF COVER IS RELATED





PRIME COAT PER

SECTION 408-PRIME

REFER TO SECTION 208 REQUIREMENTS

SEE NOTE 2

METHOD B FOR RIGID AND FLEXIBLE PIPE

PIPE OR BOX CULVERT

INSTALLATION REQUIREMENTS

INCLUDING CONTRACTOR TESTING

AND FILL LIFTS SEE SECTION 208-


COMPACTION PERCENTAGE PER

GEOTECH ENG REQUIREMENTS OR

MINIMUM OF 90%

2'

COAT

2'

MIN.

MIN.

PIPE ZONE

SEE SUBSECTION 208.03.14

FOR DEPTH OF PIPE COVER

RESTORATION LIMITS TO BE

DETERMINED BY ENTITY PLAN

CHECK, WITH FINAL LIMITS SET

BY FIELD INSPECTOR. REFER TO

DRAWINGS 500 SERIES.

MILL AND OVERLAY

REMOVE AND REPLACE

EXISTING A.C.

MATCH EXISTING DEPTH

(PLUS ONE INCH).

CLSM MINIMUM DEPTH*

12" FOR MINOR COLLECTOR

ROADWAYS (>OR=60', <80')

24" FOR COLLECTOR AND ARTERIAL

ROADWAYS (>OR=80') (NOT

REQUIRED FOR TRENCH WIDTHS

GREATER THAN 3-FT.**)

CLSM NOT REQUIRED FOR

RESIDENTIAL STREETS.

FOR RESIDENTIAL STREETS AND

TRENCH WIDTHS GREATER THAN

3-FT (CLSM NOT REQUIRED), THE

TRENCH BACKFILL SHALL EXTEND

TO THE TOP OF SUBGRADE MINUS

1-INCH, AND THE DEPTH OF

AGGREGATE BASE SHALL MATCH

EXISTING BASE DEPT (AT 95%

COMPACTION).

*

EXISTING

AGGREGATE

BASE

OR AS APPROVED BY THE ENGINEER


**



CLARK COUNTY AREA



503.1

208

302



NO STONES OR LUMPS GREATER THAN 3" PERMITTED IN TRENCH 2' OR LESS IN WIDTH.

TRENCH WIDTH, BEDDING, SUBGRADE AND PIPE ZONE REQUIREMENTS FOR UTILITY INSTALLATIONS SHALL


NOTES:

VARIES


SELECT BACKFILL OR



LOW STRENGTH MATERIAL (CLSM)

INSTALL AS PER SECTION 208

BACKFILL WITH CONTROLLED

PIPE BEDDING

SEE NOTE 3

O

.

D

.

P

I

P

E

CRUSHED ROCK MAY BE USED FOR PIPE BEDDING ONLY IF MATERIAL USE HAS BEEN



SEE NOTE 1

LAS VEGAS VALLEY WATER DISTRICT REQUIRES PIPE BEDDING AND BACKFILL WITHIN THE PIPE ZONE


STABLE SUBGRADE











PRIME COAT PER

SECTION 408-PRIME


SEE NOTE 2

METHOD A FOR FLEXIBLE PIPE







MINIMUM OF 90%

2'

COAT

2'

1.

2.

3.

4.

MIN.MIN.

PIPE ZONE








REMOVE AND REPLACE

EXISTING A.C.


(PLUS ONE INCH).

*

MILL AND OVERLAY

EXISTING

AGGREGATE

BASE



CLSM MINIMUM DEPTH*
















EXISTING BASE DEPTH (AT 95%

COMPACTION).

**



CLARK COUNTY AREA



503.2

208

302



NO STONES OR LUMPS GREATER THAN 3" PERMITTED IN TRENCH 2' OR LESS IN WIDTH.

TRENCH WIDTH, BEDDING, SUBGRADE AND PIPE ZONE REQUIREMENTS FOR UTILITY INSTALLATIONS SHALL


NOTES:

VARIES


SELECT BACKFILL OR



ZONE, TYPE II OR TYPE III AGGREGATE

BASE, OR BACKFILL WITH CONTROLLED

90% MIN. COMPACTION IN PIPE

PIPE BEDDING

SEE NOTE 3

O

.

D

.

P

I

P

E

CRUSHED ROCK MAY BE USED FOR PIPE BEDDING ONLY IF MATERIAL USE HAS BEEN



SEE NOTE 1

LAS VEGAS VALLEY WATER DISTRICT REQUIRES PIPE BEDDING AND BACKFILL WITHIN THE PIPE ZONE


STABLE SUBGRADE




DRAWINGS. SEE SECTION 208







PRIME COAT PER

SECTION 408-PRIME


LOW STRENGTH MATERIAL (CLSM)

METHOD A FOR RIGID PIPE







MINIMUM OF 90%

2'

COAT

2'

1.

2.

3.

4.


INSTALL AS PER SECTION 208


SEE NOTE 2

SEE NOTE 2

MIN.MIN.

PIPE ZONE








MILL AND OVERLAY

REMOVE AND REPLACE

EXISTING A.C.


(PLUS ONE INCH).

*

EXISTING

AGGREGATE

BASE



CLSM MINIMUM DEPTH*
















EXISTING BASE DEPTH (AT 95%

COMPACTION).

**



CLARK COUNTY AREA

DATE DWG. NO.

AG

EN

CY

-A

PP

RO

VE

D M

AT

ER

IA

L

UTILITY POTHOLE REPAIR

OR

1/2-S

AC

K C

LS

M P

ER

S

EC

. 728

FR

OM

6" A

BO

VE

T

OP

O

F T

HE

HIG

HE

ST

U

TILIT

Y T

O T

HE

BO

TT

OM

O

F P

AV

EM

EN

T R

EP

AIR

.

PA

VE

ME

NT

R

EP

AIR

TY

PE

A

O

R B

FLU

SH

W

IT

H E

XIS

TIN

G P

AV

EM

EN

T

ASPHALT

6" B

ED

DIN

G A

BO

VE

T

OP

O

F

TH

E H

IG

HE

ST

U

TILIT

Y P

IP

E

TO

C

ON

FO

RM

T

O S

EC

TIO

N 208

HIG

HE

ST

E

XIS

TIN

G U

TILIT

Y(S

)

SE

CT

IO

N A

-A

TY

PE

A

- C

UT

&

P

AT

CH

R

EP

AIR

NO

TE

: E

DG

ES

S

HA

LL B

E C

UT

T

O

A N

EA

T V

ER

TIC

AL F

AC

E.

PO

TH

OL

E P

LA

N V

IE

W

(N

OM

IN

AL D

IM

EN

SIO

NS

)

TA

CK

E

DG

ES

AG

EN

CY

A

PP

RO

VE

D A

SP

HA

LT

PO

TH

OL

E

PR

OF

IL

E

CO

NC

RE

TE

P

LA

CE

D IN

2" LIF

TS

.

6" M

IN

. T

HIC

KN

ES

S O

R

MA

TC

H E

XIS

TIN

G.

1'

AA

1'

PO

TH

OLE

P

LA

N V

IE

W

PO

TH

OLE

P

RO

FILE

(N

OM

IN

AL D

IM

EN

SIO

NS

)

1-1/2" T

O 2" C

OM

PA

CT

ED

C

RU

SH

ED

G

RA

VE

L

1-1/2" D

IA

ME

TE

R D

RILLE

D/C

OR

ED

P

ILO

T H

OLE

(A

ST

M C

33 #8)

PA

VE

ME

NT

P

LU

G

18" - 24"

BO

ND

IN

G M

AT

ER

IA

L

18" - 24"

AA

TY

PE

B

- K

EY

HO

LE

R

EP

AIR

NO

TE

S:

506

RE

QU

IR

ED

F

OR

R

OW

W

ID

TH

G

RE

AT

ER

T

HA

N 60'

OP

TIO

NA

L F

OR

R

OW

W

ID

TH

60' O

R LE

SS

VARIABLE

THICKNESS

01-01-12


OP

TIO

NA

L F

OR

R

OW

W

ID

TH

60' O

R LE

SS

1. C

UT

A

ND

R

EM

OV

E P

AV

EM

EN

T P

LU

G W

IT

H A

N A

PP

RO

VE

D K

EY

HO

LE

C

OR

IN

G

DE

VIC

E. P

AV

EM

EN

T T

O B

E C

OR

ED

S

HA

LL C

ON

TA

IN

N

O C

RA

CK

S A

ND

S

HA

LL B

E

AT

LE

AS

T 4" T

HIC

K. IF

P

LU

G IS

D

AM

AG

ED

O

R IS

LE

SS

T

HA

N 4" T

HIC

K, R

EP

LA

CE

PLU

G W

IT

H A

"F

AR

ME

D" A

SP

HA

LT

P

LU

G F

RO

M A

N A

PP

RO

VE

D S

IT

E. F

AR

ME

D

PLU

GS

S

HA

LL B

E A

T LE

AS

T 4" T

HIC

K A

ND

A

T LE

AS

T O

NE

IN

CH

T

HIC

KE

R T

HA

N

EX

IS

TIN

G A

SP

HA

LT

.

2. B

ON

DIN

G M

AT

ER

IA

L S

HA

LL B

E A

S

IN

GLE

C

OM

PO

NE

NT

C

EM

EN

TIT

IO

US

R

AP

ID

HA

RD

EN

IN

G, H

IG

H S

TR

EN

GT

H, W

AT

ER

PR

OO

F B

ON

DIN

G A

GE

NT

T

HA

T A

LLO

WS

TH

E C

OR

E T

O S

UP

PO

RT

A

T LE

AS

T T

HR

EE

T

IM

ES

A

AS

HT

O H

-25 LO

AD

IN

G W

IT

HIN

30 M

IN

UT

ES

O

F A

PP

LIC

AT

IO

N. B

ON

D A

GE

NT

M

US

T S

HO

W A

M

IN

IM

UM

20 P

SI

BO

ND

S

TR

EN

GT

H (A

ST

M C

882) A

ND

A

M

IN

IM

UM

200 P

SI C

OM

PR

ES

SIV

E

ST

RE

NG

TH

(A

ST

M C

109) IN

30 M

IN

UT

ES

.

3. A

GE

NC

Y-A

PP

RO

VE

D B

AC

KF

ILL B

ELO

W R

EP

AIR

S

HA

LL B

E P

ER

S

EC

TIO

N 215.

4. F

ILL K

EY

HO

LE

W

IT

H B

ON

DIN

G M

AT

ER

IA

L D

UR

IN

G R

EP

AIR

.

5. P

RIO

R A

GE

NC

Y A

PP

RO

VA

L IS

R

EQ

UIR

ED

F

OR

M

ULT

IP

LE

K

EY

HO

LE

R

EP

AIR

S

WIT

HIN

A

G

IV

EN

R

OA

DW

AY

S

EG

ME

NT

.

6. A

5 Y

EA

R W

AR

RA

NT

Y IS

R

EQ

UIR

ED

O

N A

LL R

EP

AIR

S.

KEYHOLE POTHOLE EXCAVATION

AND BACKFILL

215

GENERAL NOTES:

TRAFFIC CONTROL PLAN

FOR

HIGHWAY WORK ZONEDATE 07-01-12

SPECIFICATION REFERENCETYPICAL APPLICATION FOR

STANDARD FOR "DOUBLE PENALTIES" SIGNS

627 DWG NO.FOR USE IN TEMPORARY TRAFFIC CONTROL ZONES

SEE TABLE

W

END

W

TYPICAL SIGN AND LETTERING SIZE TABLE

LESS THAN 45 MPH

SPEED LIMIT

(IN.) (IN.)

LETTERING LETTERING

24 24 4 INCH SERIES "C" 4 INCH SERIES "D"

"H" "W"

45 MPH OR GREATER

36 36 6 INCH SERIES "C" 6 INCH SERIES "D"

SEE TABLE

H

SEE TABLE

BLACK LETTERING

SEE TABLE FOR LETTERING SIZE


BLACK LETTERING

BLACK BORDER


BLACK LETTERING

TYPICAL SIGN PLACEMENT

RO

AD

WO

RK

AH

EA

D

WORK

ZONE

BEGIN

WORK

ZONE

DOUBLE

PENALTIES

M NLHAGENCY APPROVED B

SEE TABLE

W

H

SEE TABLE

BLACK LETTERING


END

DOUBLE

PENALTIES

SEE TABLE

W

H

SEE TABLE

BLACK BORDER

BLACK BORDER

IN WORK

ZONES

EN

D

WO

RK

ZO

NE

BE

GIN

WO

RK

ZO

NE

DO

UB

LE

PE

NA

LT

IE

S

EN

D

DO

UB

LE

PE

NA

LT

IE

S

IN

W

OR

K

ZO

NE

S

RIG

HT

LA

NE

CLO

SE

D

AH

EA

D

DO

WN

ST

RE

AM

T

AP

ER

(O

PT

IO

NA

L)

LO

NG

IT

UD

IN

AL B

UF

FE

R (O

PT

IO

NA

L)

WO

RK

S

PA

CE

LO

NG

IT

UD

IN

AL B

UF

FE

R (O

PT

IO

NA

L)

"L"

"A

"

"B

"

ACTIVITY AREATRANSITION TRANSITION AREA ADVANCE WARNING AREA

AREA

SE

E N

OT

E 4.

S

EE

N

OT

E 5.

1.

2.

3.

4.

5.

6.

CLARK COUNTY AREA



C

(IN.) (IN.)

18 24

"H" "W"

30 36

OR IF MULTI-LANE

"DOUBLE PENALTIES IN WORK ZONE" SIGN

"BEGIN WORK ZONE" SIGN

"END WORK ZONE" SIGN

"END DOUBLE PENALTIES" SIGN

RO

AD

WO

RK

AH

EA

D

EN

D

WO

RK

ZO

NE

BE

GIN

WO

RK

ZO

NE

DO

UB

LE

PE

NA

LT

IE

S

EN

D

DO

UB

LE

PE

NA

LT

IE

S

IN

W

OR

K

ZO

NE

S

SE

E N

OT

E 4

.

S

EE

N

OT

E 5.

TYPICAL SIGN PLACEMENT NOTES:

FOR DIMENSIONS "A", "B", AND "C", SEE THE CURRENT MUTCD TABLE 6C-1

"Recommended Advance Warning Sign Minimum Spacing."

FOR DIMENSION "L", SEE THE CURRENT MUTCD TABLE 6C-3 & 6C-4.

SIGNS MAY BE OMITTED IN THE DIRECTION WORK IS NOT BEING

CONDUCTED IF THE ROADWAY IS PHYSICALLY SEPARATED BY A RAISED

MEDIAN OR BARRIER WALL THROUGH THE COMPLETE WORK ZONE.

1.

2.

3.

WHITE RETRO-REFLECTIVE

SHEETING

FLUORESCENT ORANGE

RETRO-REFLECTIVE

SHEETING

1

2

"C

"

1

2

"C

"

1

2

"C

"

1

2

"C

"

1

2

"C

"

SEE THE CURRENT EDITION OF THE "STANDARD HIGHWAY SIGNS"

MANUAL FOR SERIES "C" AND SERIES "D" LETTERING DIMENSIONS.

RETRO-REFLECTIVE SIGN SHEETING SHALL CONFORM TO SECTION 716, LATEST REVISION, OF THE UNIFORM STANDARD

SPECIFICATIONS.

SIGN LEGENDS AND BORDERS SHALL COMPLY WITH THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD), LATEST EDITION.

SIGNS SHALL BE MOUNTED IN CONFORMANCE WITH PART 6, MUTCD, LATEST EDITION.

THE "DOUBLE PENALTIES IN WORK ZONES" SIGN SHOULD BE MOUNTED WITH THE FIRST SIGN IN THE ADVANCE WARNING SIGN

SERIES, TYPICALLY THE "ROAD WORK AHEAD" SIGN.

"END WORK ZONE" SIGN SHALL BE MOUNTED AT THE END OF THE WORK ZONE WITH THE "END DOUBLE PENALTIES" SIGN, IF

APPLICABLE, ON THE SAME DEVICE OR POST.

THE DESIGNATION OF WORK ZONE, INCLUDING MARKING OF THE DOUBLE PENALTIES, SHALL NOT BE REQUIRED ON STREETS

POSTED AT 25 MILES PER HOUR OR LESS AND ARE THE ACCESS TO OR APPURTENANT TO A RESIDENTIAL AREA .

SIGN MATERIALS716

uniform standard drawings clark...

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