2014 Revisions

DRAWING TITLE AND REVISIONS SUMMARY EFFECTIVE DATE

202 "Arterial Urban Area Street Sections" – Drawing revised to specify the final asphalt concrete pavement surface material used by each entity.

7/1/2014

203 "Arterial Alternate Urban Area Street Sections with Offset Sidewalk" - Drawing revised to specify the final asphalt concrete pavement surface material used by each entity.

7/1/2014

205 "Collector Urban Area Street Sections with Curbside Sidewalk" - Drawing revised to specify the final asphalt concrete pavement surface material used by each entity.

7/1/2014

205.1.S1 "Collector Alternate Urban Area Street Sections with Offset Sidewalk" – Drawing revised to specify the final asphalt concrete pavement surface material used by each entity.

7/1/2014

300.S3 "Streetlight location L.E.D. Lighting Standards and General Notes" – New supplemental drawing for L.E.D. lighting along public streets.

7/1/2014

405.2 "Type II-SD Manhole" – New drawing for multiple reinforced concrete box and pipe configurations.

7/1/2014

422 "Type ‘CM’ Drop Inlet" – New drawing to accommodate a drop inlet that aligns with the back of curb.

1/1/2014

425.S1 "Through-Lot Drain" – New drawing for surface drainage conveyance facilities.

7/1/2014

507.S1 "Method for Geotechnical Boring and Monitoring Well Backfill and Patch for Borings 12-Inches or Less in Diameter" – New supplemental drawings for pavement patching of geotechnical and monitor well borings in paved areas.

7/1/2014

761 ""P30″ Pullbox" – Drawing revised to allow for tapered sidewalls. 7/1/2014808 "Loading Information" – Drawing revised to accommodate flashing yellow

arrow traffic signal indications. 7/1/2014

810 "Loading Information" – Drawing revised to accommodate flashing yellow arrow traffic signal indications.

7/1/2014

840 "Louvered Backplate for Mast Arm Mounted Signal" – Drawing revised to accommodate flashing yellow arrow traffic signal indications.

7/1/2014

841 "Louvered Backplate for Pole Mounted Signal" – Drawing revised to accommodate flashing yellow arrow traffic signal indications.

7/1/2014

843 "Signal Assemblies Post Top Mount" – New drawing to accommodate flashing yellow arrow traffic signal indications.

7/1/2014

844 "Signal Assemblies Bracket Mount" – New drawing to accommodate flashing yellow arrow traffic signal indications.

7/1/2014

857 "Protected Permissive Mast Arm Signal Assembly Type M-4″ – New drawing to accommodate flashing yellow arrow traffic signal indications.

7/1/2014

888.1 "Future Pole Location – Case II" – Drawing revised to accommodate flashing yellow arrow traffic signal indications.

7/1/2014

UNIFORM STANDARD DRAWINGSCLARK COUNTY AREA, NEVADA

YEAR 2014 REVISIONS

SEE STANDARD

MEDIAN ISLAND

45'

7'38'

3/4" OPEN GRADE

SEE NOTE 3

"L" TYPE CURB & GUTTER

SEE STANDARD DRAWING NO. 216

6" MIN TYPE I OR TYPE II

AGGREGATE BASE UNDER

CURB AND GUTTER

2%

L

6" MIN




CURB AND GUTTER

R/W OR



BASE UNDER SIDEWALK

5" MIN TYPE II AGGREGATE

SEE NOTE 2

A.C. PAVEMENT

2%

AGGREGATE BASE

SEE NOTE 2

6" MIN

45'

100'

5'

ARTERIAL WITHOUT

MEDIAN ISLAND

MEDIAN ISLAND

ARTERIAL WITH

1.

2.

3.

NOTES:

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

OF GUTTER.

DRAWING NO. 218

C

C

L

SEE NOTE 2

AGGREGATE BASE

DWG. NO.DATE

CLARK COUNTY AREA

UNIFORM STANDARD DRAWINGS

SPECIFICATION REFERENCE

ARTERIAL

302 AGGREGATE BASE

BITUMINOUS GAP GRADED PAVEMENT

BITUMINOUS PAVEMENT

413

501

401

CONCRETE

6" MIN

URBAN AREA STREET SECTIONS

WITH 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 401

AND STANDARD DRAWING 200.

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 SURFACE

SHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

5 4.

6" MIN 6" MIN

2'

A.C. PAVEMENT

SEE NOTE 2


BASE UNDER SIDEWALK


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

C

SURFACE TREATMENT

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

DETERMINED BY THE ENTITY'S ENGINEER. THE FINAL A.C. PAVEMENT SURFACE MATERIAL REQUIREMENTS ARE:

JURISDICTION

CLV

CC, HEN, MES, BC

A.C. PAVEMENT SURFACE MATERIAL

1-INCH UTACS

FOG SEAL

FOG SEAL AND/OR OPEN GRADE

3/4" OPEN GRADE

SEE NOTE 3

SURFACE TREATMENT

NLV, HEN

5'5'5'

90'

MIN MINMINMIN

5'

5'5'

5'

MIN MIN

MINMIN

EASEMENT

R/W OR

EASEMENT

R/W OR

100'

90'

EASEMENT

R/W OR

EASEMENT

SEE NOTE 4

PRIME COAT

FOG SEAL AND PRIME COAT IS NOT REQUIRED IN THE CITIES OF LAS VEGAS, AND NORTH LAS VEGAS HENDERSON,

MESQUITE, AND BOULDER CITY WHEN A.C. THICKNESS IS >=5 IN.

MHB

SEE NOTE 4

PRIME COAT

L

OPEN GRADE403

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1/14

SEE STANDARD

MEDIAN ISLAND

2'

R/W R/W

5'

47'

114'

7'38'





CURB AND GUTTER

A.C. PAVEMENT

SEE NOTE 3 2


BASE UNDER SIDEWALK


2%

L




CURB AND GUTTER

R/W


BASE UNDER SIDEWALK


SEE NOTE 3 2

A.C. PAVEMENT

2%

47'

114'

2'5'

R/W

ARTERIAL WITHOUT

MEDIAN ISLAND

MEDIAN ISLAND

ARTERIAL WITH

1.

2.

3 2.

NOTES:

FINAL A.C. PAVEMENT SURFACE (INCLUDING OPEN GRADE) SHALL BE 3/4 1/2" 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'

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

6.

302 AGGREGATE BASE

OPEN GRADE

BITUMINOUS PAVEMENT

403

413

401


DWG. NO.DATE

CLARK COUNTY AREA



LOCAL JURISDICTION. 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 EACH

4.

PAVEMENT SHALL BE FLUSH WITH LIP AT SIDEWALK RAMPS.

AGGREGATE BASE


(SEE NOTE 3 2)

AGGREGATE BASE

(SEE NOTE 3 2)

6" MIN.

6" MIN.

6" MIN.

ARTERIAL

ALTERNATE URBAN AREA STREET SECTIONS

WITH OFFSET SIDEWALK

11-10-04 203

AGENCY APPROVED CB H L M N

3/4" OPEN GRADE

SEE NOTE 1 3

SURFACE TREATMENT

3/4" OPEN GRADE

SEE NOTE 1 3

SURFACE TREATMENT

3. THE FINAL A.C. PAVEMENT SURFACE MATERIAL REQUIREMENTS ARE:

PRIME COAT

SEE NOTE 7

PRIME COAT

SEE NOTE 7

7.

JURISDICTION

CLV

CC, HEN, MES, BC


1-INCH UTACS

FOG SEAL

FOG SEAL AND/OR OPEN GRADENLV, HEN

PRIME COAT IS NOT REQUIRED IN LAS VEGAS, HENDERSON, MESQUITE, AND BOULDER CITY WHEN A.C. THICKNESS IS

>=5 IN.

MLH

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

B

501 CONCRETE

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R/W

2%

6" MIN

35'

80'

5'

R/W

MAJOR COLLECTOR

OR MINOR RESIDENTIAL COLLECTOR

NON-RESIDENTIAL LOCAL

1.

4.

2.

NOTES:

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

FLUSH WITH LIP AT SIDEWALK RAMPS.

PRIME COAT IS NOT REQUIRED IN LAS VEGAS, 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'



A.C. PAVEMENT

SEE NOTE 3

2'

AGGREGATE

BASE (SEE NOTE 3)

COATPRIME

TYPE I OR TYPE II


CURB AND GUTTER

SIDEWALK SEE STANDARD

DRAWING NO. 234

BASE UNDER SIDEWALK


35'5'

6" MIN

2%


R/W

6" MIN

CURB AND GUTTER


TYPE I OR TYPE II

2'

6" MIN

5'

R/W

BASE (SEE NOTE 3)

AGGREGATE

PRIME COAT


BASE UNDER SIDEWALK

DRAWING NO. 234


60'


FOG SEAL

2%

25'

SEE NOTE 3

A.C. PAVEMENT

2%

25'

2'

5'

302 AGGREGATE BASE

401

PRIME COAT

BITUMINOUS PAVEMENT

407

413

406


FOG SEAL

DWG. NO.DATE

CLARK COUNTY AREA



COLLECTOR

URBAN AREA STREET SECTIONS

WITH CURBSIDE SIDEWALK

11-10-04 205

6" MIN SEE NOTE 4

6" MIN

SEE

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 MINIMUM THICKNESS REQUIRED IN HENDERSON, MESQUITE AND BOULDER CITY.

FOG SEAL

SEE NOTES 1 AND 6

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

B H M

B H M

3/4" OPEN GRADE

SURFACE TREATMENT

6.

C



JURISDICTION

CLV

CC, HEN, MES, BC


1-INCH UTACS (80-FT OR GREATER)

FOG SEAL


SEE NOTES 1 AND 6

SURFACE TREATMENT

501 CONCRETE

L

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R/W

2%

35'

90'

10'

R/W

MAJOR COLLECTOR

OR MINOR RESIDENTIAL COLLECTOR

NON-RESIDENTIAL LOCAL

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.

2'



SEE NOTE 3

A.C. PAVEMENT

2'

AGGREGATE

PRIME COAT

TYPE I OR TYPE II


CURB AND GUTTER


DRAWING NO. 234

BASE UNDER SIDEWALK


35'

10'

2%


R/W

6" MIN

CURB AND GUTTER


TYPE I OR TYPE II

2'

6" MIN

5'

R/W

AGGREGATE


BASE UNDER SIDEWALK

DRAWING NO. 234


60'


FOG SEAL

2%

25'

A.C. PAVEMENT

SEE NOTE 3

2%

25'

2'

5'

5' 5'

DWG. NO.DATE


302 AGGREGATE BASE

401

FOG SEAL

BITUMINOUS PAVEMENT

PRIME COAT406

413

407


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.

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 401

AND STANDARD DRAWING NOS. 200 AND 200.1.

COLLECTOR

ALTERNATE URBAN AREA STREET SECTIONS

WITH OFFSET SIDEWALK

11-10-04 205.1.S1

FOG SEAL

CLARK COUNTY AREA


SUPPLEMENTAL DRAWING

AGENCY APPROVED C L N

3/4" OPEN GRADE

SEE NOTES 1 AND 6

SURFACE TREATMENT

6.

C



PRIME COAT

JURISDICTION

CLV

CC


1-INCH UTACS

FOG SEAL


R/W OR

EASEMENT

R/W OR

EASEMENT

70'

PRIME COAT IS NOT REQUIRED IN LAS VEGAS, HENDERSON, MESQUITE, OR BOULDER CITY WHEN A.C. THICKNESS >=5 IN.7.MLHB

H MB

501 CONCRETE

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TRAFFIC SIGNALS & STREETLIGHTING623

DWG. NO.DATE 07-01-14


300.S3

AGENCY APPROVED

N

STREETLIGHT LOCATION

L.E.D. LIGHTING STANDARDS

AND GENERAL NOTES

CLARK COUNTY AREA



NEW DRAWING

INSTALL STREETLIGHT STANDARDS AT INTERSECTIONS INCLUDING "L" AND "T"

TYPES, PER STANDARD DRAWINGS 301 THROUGH 310 IN ACCORDANCE WITH THE

APPROPRIATE RIGHT-OF-WAY.

STREET CLASSIFICATION, THE RESPECTIVE LIGHTING LEVELS, AND STREETLIGHT

STANDARD APPLICATION IS LISTED IN TABLE 1 BELOW. ACTUAL LUMINAIRE WATTAGE

AND/OR STREETLIGHT STANDARD SPACING MAY BE VARIED BY THE ENGINEER, WHEN

SUPPORTED BY AN APPROVED LIGHTING STUDY IN ACCORDANCE WITH THE IES

RECOMMENDED PRACTICE FOR ROADWAY LIGHTING IN ORDER TO MEET CURRENT AND

FUTURE TRAFFIC CONTROL NEEDS AND APPROVED BY THE RESPECTIVE AGENCY. FOR

LED FIXTURES, E AVERAGE LEVELS ARE MAINTAINED LEVELS AT A 0.92 MAINTENANCE

FACTOR IN FOOTCANDLES MEASURED HORIZONTALLY AT GROUND LEVEL.

NEW STREETLIGHT STANDARDS INSTALLED ADJACENT TO OR OPPOSITE FROM

EXISTING STREETLIGHTS SHALL MATCH THE EXISTING LOCATION, SPACING, POLE

AND LUMINAIRE TYPES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

STREETLIGHT STANDARDS INSTALLED ON 60' OR LESS RIGHT-OF-WAYS MAY BE

INSTALLED ON EITHER SIDE OF ROADWAY AS DIRECTED BY THE ENGINEER.

TRAFFIC SIGNAL FOUNDATIONS AND ADAPTOR PLATES MAY BE REQUIRED AT

INTERSECTIONS AS DIRECTED BY THE ENGINEER.

AT LEAST ONE STREETLIGHT SHALL BE REQUIRED IN THE BULB SECTION OF A

CUL-DE-SAC OR HAMMERHEAD. LOCATION SHALL BE AS REQUIRED BY THE

ENGINEER.

FOR A SPECIFIC FIXTURE TO BE APPROVED, AN INDEPENDENT EVALUATION WITH

THE AGi32 LIGHTING MODELING SOFTWARE PROGRAM (OR OTHER SOFTWARE

APPROVED BY THE AGENCY) SHALL BE SUBMITTED FOR REVIEW BY THE AGENCY.

THE IES PHOTOMETRIC FILE SHALL BE LOADED INTO THE MODEL AND ALL

REQUISITE INPUTS SHALL CONFORM TO THE LOCATION, HEIGHT, AND OTHER

ASSOCIATED FACTORS DESIGNATED IN DRAWINGS 301 THROUGH 310 IN

ACCORDANCE WITH THE APPROPRIATE RIGHT-OF-WAY.

TABLE 1

REQUIRED ILLUMINANCE VALUES FOR ROADWAYS

ROADWAY

CLASS

R.O.W.

WIDTHS

ROADWAY LIGHTING

ILLUMINANCE LEVELS

SIDEWALK / WALKWAY

ILLUMINANCE LIGHTING LEVELS

ARTERIAL

MAJOR

RESIDENTIAL

COLLECTOR

MINOR

COLLECTOR

80' TO

99'

100' OR

GREATER

60' TO

79'

51' OR

LESS

MIN. AVG.

UNIFORMITY

AVG./MIN.

1.58 FC 3:1

0.84 FC 4:1

0.38 FC 6:1

0.38 FC 6:1

MIN.

ILLUMINANCE

UNIFORMITY

AVG./ MIN.

0.2 FC 4:1

0.2 FC 4:1

0.08 FC 6:1

0.08 FC 6:1

MLHCB

SHEET 1 OF 2

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COLOR RENDERING INDEX

ENERGY EFFICIENCY

AESTHETICS

QUALITY OF CONSTRUCTION

WEATHERPROOFING

IP65 RATING

DURABILITY

EASE OF MAINTENANCE

EASE OF INSTALLATION

WEIGHT

POWER CONSUMPTION

COLOR TEMPERATURE (CCT)

LIFE OF FIXTURE AND INDIVIDUALCOMPONENTS

LENGTH OF WARRANTY LUMINAIREFIXTURE, LED'S, AND BALLAST

INITIAL COST

LIFE CYCLE COST

LM 79, LM 80

BUG RATING (BACKLIGHTING,UPLIGHTING, GLARE)

TRANSIENT VOLTAGE SURGE SUPPRESSION- SPD (SURGE PROTECTION DEVICE)

FOR EACH FIXUTRE ASSESSED, UPON DEMONSTRATION OF THE ADEQUATE ILLUMINATIONCAPABILITY THROUGH THE COMPUTER MODEL ON THE SPECIFIC ROADWAY TYPE, THEVENDOR SHALL DELIVER THE REQUESTED NUMBER OF LUMINAIRES OF THAT TYPE FORFURTHER AGENCY EVALUATION. THEY WILL BE EVALUATED ON THE CRITERIA NOTED INTHE FOLLOWING SECTION, THOUGH THE AGENCY MAY INCLUDE ADDITIONALREQUIREMENTS. FINAL APPROVAL AND ACCEPTANCE OF THE RESPECTIVE LUMINAIRESFOR A SPECIFIC APPLICATION SHALL BE AT THE SOLE DISCRETION OF THE PURCHASINGAGENCY.

THE FOLLOWING LIST REPRESENTS THE CRITERIA UPON WHICH EACH LUMINIARE SHALL BEEVALUATED. THE AGENCY MAY INCLUDE ADDITIONAL ITEMS FOR EVALUATION AT ITS SOLEDISCRETION.

TABLE 2

REQUIRED ILLUMINANCE VALUES FOR SIGNALIZED INTERSECTIONS

ROADWAY

CLASS

R.O.W.

WIDTHS

MIN. AVE. ILLUMINANCE

BY PEDESTRIAN AREA

SIDEWALK / WALKWAY

LIGHTING LEVELS

ARTERIAL / ARTERIAL

ARTERIAL / MAJOR

COLLECTOR

ARTERIAL / MINOR

COLLECTOR -

100' OR

GREATER BY

HIGH

3.4 FC

2.9 FC

2.6 FC

2.4 FC

MIN. AVG.

ILLUMINANCE

UNIFORMITY

AVG./ MIN.

4:1

4:1

4:1

4:1

CLASSIFICATION

RESIDENTIAL

MAJOR COLLECTOR /

MAJOR COLLECTOR

100' OR

GREATER BY

100' OR

GREATER BY

80' OR

GREATER BY

100' OR

GREATER BY

79' OR LESS

2.1 FC 4:1

MAJOR COLLECTOR /

RESIDENTIAL

80' - 99' BY

80' - 99'

80' - 99' BY

79' OR LESS

MEDIUM LOW

2.6 FC

2.2 FC

2.0 FC

1.8 FC

1.6 FC

1.8 FC

1.5 FC

1.3 FC

1.2 FC

1.0 FC

MIN.

ILLUMINANCE

2.0 FC

2.0 FC

2.0 FC

2.0 FC

2.0 FC

1.0 FC

1.0 FC

1.0 FC

1.0 FC

1.0 FC

TRAFFIC SIGNALS & STREETLIGHTING623

DWG. NO.DATE 07-01-14


300.S3

AGENCY APPROVED

N

STREETLIGHT LOCATION

L.E.D. LIGHTING STANDARDS

AND GENERAL NOTES

CLARK COUNTY AREA



NEW DRAWING

MLHCB

SHEET 2 OF 2

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16

" M

AX

.

MANHOLE

STEPS

A°



CLARK COUNTY AREA

DATE DWG. NO.

TYPE II-SD MANHOLE

405.2


SHEET 1 OF 3

D

I

A

.

O

F

S

I

D

E

D

R

A

I

N

NEW DRAWING

Effe

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1/14

16

" M

AX

16

" M

AX

.1

6" M

AX

MANHOLE

STEPS

MANHOLE

STEPS

STATION SHOWN

ON DRAWING

STATION SHOWN

ON DRAWING

D

=

D

IA

.

A°



CLARK COUNTY AREA

DATE DWG. NO.

TYPE II-SD MANHOLE

405.2


SHEET 2 OF 3

NEW DRAWING

Effe

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#6's @ 8" OC

STATION SHOWN

ON DRAWING

A°

A°



CLARK COUNTY AREA

DATE DWG. NO.

TYPE II-SD MANHOLE

405.2


SHEET 3 OF 3

D

I

A

O

F

S

I

D

E

D

R

A

I

N

MANHOLE

STEPS

NEW DRAWING

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CLARK COUNTY AREA

TYPE "CM"

DROP INLET

DATEDWG. NO. 422

09/15/13

CONCRETE

CONCRETE STRUCTURES

REINFORCING STEEL

STEEL

501

501

501

501


DROP INLET LAYOUT PLAN

NOTES:

PER STD. DWG. NO. 234

CONSTRUCTION JOINT

3'-0"

CURB TRANS.

(TYP)

LIP OF GUTTER

FLOWLINE

FACE OF CURB

BACK OF CURB

2'-6" MIN.

"L"

VARIES PER PLAN

A

-

6"

B

-

PER STD. DWG.

CONSTRUCTION JOINT

NO. 234

3-#5 DIAG.

(TYP. 4-PLCS.)

4-#5 VERT.

3-#5 HORIZ.

4-#5 VERT.

2" CLR.

(TYP.)

O

P

E

N

I

N

G

F

O

R

R

C

P

1" CLR. BETWEEN

BARS. (TYP.)

3-#5 HORIZ.

SECTION "A"

ALTERNATE CONNECTION DETAIL

AROUND OPENING

6-#4 BARS ALL

8"

8"

L 3" x 3" x 1/2"

x 2'-0" LONG

FLOW

TY

P. W

AL

L R

EIN

F.

8"

1/4"

1/2" DIA. x 4" LONG

HEADED ANCHOR

EACH END OF ANGLE

LOCATE 6" FROM

(TYPICAL ENDS OF

DROP INLETS)

SECTION "B"

1" DIA. ROD CENTERED

ON BEAM

L 3 1/2" x 2 1/2" x 1/2"

4" LONG LLH

C

L

1/2" DIA. BOLTS W/

NUTS AND WASHERS

2 1/4" GAGE (2 TOTAL)

BEAM

DETAIL "B"

TYP. WALL REINF.

2'-4"

2"

7/8"

8"

BACK OF CURB

TYP

2"

CL

R.

ANCHOR, SEE NOTE 6

1/2" DIA. x 4" LONG HEADED

PROTECTIVE FACE ANGLE

5-1/2" x 4-0" x 5/16" LLH

FLUSH W/CURB FACE

1" DIA. ROD x 10-1/2" LONG

W/DOUBLE HEX NUTS AND

WASHERS AT TOP, SEE DETAIL

'B' FOR CONNECTION TO BEAM

6"

4"

4-1/2"

BICYCLE PROOF HEAVY DUTY

2-1/2" THK x 17-3/4" W x 29-3/4" L

VANE GRATE NEENAH TYPE R-4999-L9

OR APPROVED EQUAL

PROTECTIVE ANGLE

2-1/2" x 2-1/2"

CONT.

C

1

"

L

1/2" DIA. x 4" LONG

HEADED ANCHOR,

SEE NOTE 6

CLR.

2"

1

'-

6

"

1

-

1

/2

"

W

6

x

1

6

@

2

'-6

" O

.C

.

1

" D

IA

. R

O

D

A

N

D

1

/2

" B

O

L

T

S

C

L

1

4.36

C

L 1/2" DIA. x 8" LONG HEADED

ANCHOR BOLT EMBED 6" INTO

WALL PROVIDE HEX NUT AND

WASHER 2-1/4" GAGE (2 TOTAL)

3"

TYP WALL REINF.

ADD #4 CONT. ABOVE

AND BELOW BEAM

DETAIL "A"

ALL EXPOSED METALS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.1.

PROVIDE 1/2" (MIN.) CLEARANCE ALL AROUND THE STEEL BEAM,2.

DRY PACK AFTER INSTALLATION.

WHEN REQUIRED BY LENGTH OF OPENING, PLATE ANGLE MAY BE3.

DELIVERED IN SECTIONS AND BUTT WELDED IN PLACE.

ALL GALVANIZED DAMAGED BY WELDING SHALL RECEIVE TWO COATS4.

OF GALVALLOY OR EQUAL.

CONCRETE SHALL BE MODIFIED CLASS DA 4000 PSI, SEE SPECIAL PROVISIONS 5.

ANGLE ANCHORS SHALL BE EMBEDDED MIDPOINT IN EACH ENDWALL AND 6.

EVENLY SPACED, (MAXIMUM SPACING OF 2').

TYPE "CM" DROP INLET SECTION

3/8"

1/4"

EXTENDED CURB FACE OPENING

SECTION 501.

1/4" RADIUS

T

Y

P

1

/

4

"

D (MAX) A BARS

4'-0"

#5 @ 12" O.C.

6'-0"

#5 @ 12" O.C.

8'-0"

10'-0"

#5 @ 9" O.C.

#5 @ 6" O.C.

DIM. `W'

8"

8"

8"

8"

DIRECTION OF

FLOW

X 3/16"

ANGLE TO MATCH CURB FACE

END OF VAULT

INSTALL NEENAH R-4999 TYPE D

SOLID LID OR APPROVED EQUAL

C15X33.9 WITH TOP

FLANGE CUT OFF

CUT W6X16 TO BEAR

1/2" ON CHANNEL

FLANGE

3/16" WELD

NEW DRAWING

3/16"

2"

2" CLR. (TYP.)

3" CLR.

(TYP.)

1'-8" MIN TO 4'-0" MAX

8"

10

"6

"

4 - #4 CONT.

8"

10

'-0

" M

AX

.

"D

" V

AR

IE

S P

ER

P

LA

N

'A' BARS

#4 @ 6" O.C.

SLOPE TO DRAIN

CONSTRUCTION

JOINT (TYP.)

#4 @ 12" O.C. (TYP.)

'A' BARS

1'-6

"8

"

6- #4 CONT.

#4 @ 12"

#4 @ 12"

#4 @ 9"

TOP & BOTTOM

6" FILLET

1'-8" MIN

4'-0" MAX

#5 @ 6"

#4 @ 12"

#5 @ 6"

#4 @ 6"

ANCHOR, SEE NOTE 6

1/2" DIA. x 4" LONG HEADED

DETAIL "C"

BA

CK

O

F

CU

RB 8"

2'-4"

PROTECTION

BOLT SEE

DETAIL "A"

SEE DETAIL "C" FOR OTHER WIDTHS

#4 @ 12"

#5 @ 12"

+

6- #4 CONT.

'A' BARS

(1'-8" TO 2'-2" WIDTH)

DETAIL "C"

#5 @ 12"

#4 @ 12" (TYP.)

'A' BARS

(1'-8" WIDTH)

L=36"

#4 @ 12" (TYP.)

(TYP.)

12"

(2'-2" TO 4'-0" WIDTH SHOWN)

REINFORCING DETAIL

FILLET

6" MAX

THE GAP BETWEEN THE GRATES MUST BE 1/2-INCH OR LESS.7.

SEE NOTE 7

Effe

ctiv

e 7/

1/14

INTERIOR STREETS

EXTERIOR STREETS

FLOW LINE

FENCE

BL

OC

K W

AL

L

BL

OC

K W

AL

L

SIDEWALK DRAIN

CURB PAINTED RED

SIDEWALK DRAIN

20.00'

10.00'10.00'

PLAN VIEW

A

A'

FENCE (PER SHEET 3 OF 3)

(SEE NOTE #1)

1%

M

IN

IM

UM

S

LO

PE

(FOR JOINT DETAILS SEE USD 234).

(PER USD 236)

(PER USD 236)


DATE DWG. NO. 425.S1 1 OF 3SHEET

THROUGH-LOT DRAIN

AGENCY APPROVED L

CLARK COUNTY AREA



01/01/14

NOT FOR USE IN EMERGENCY ACCESS

NEW DRAWING

20.00'

SECTION A-A'

CHANNEL FLOOR

(SEE NOTE #1)

2% CROSS SLOPE

FLOW LINE

2% CROSS SLOPE

10.00'10.00'

95% MIN. COMPACTION.

SEE NOTE #2

6"CONCRETE SLAB W/ #4 REBAR

@12" O.C. EACH WAY.

SEE NOTE #2

SEE NOTE #3

NOTE #2:

OWNED AND MAINTAINED.

NO SURFACE UTILITY FIXTURES ALLOWED

NOTE #3:

SEE NOTE #3

BLOCK WALLS PRIVATELY

6" TYPE II AGGREGATE BASE

Effe

ctiv

e 7/

1/14

INTERIOR STREETS

FLOW LINE

BL

OC

K W

AL

L

BL

OC

K W

AL

L

SIDEWALK DRAIN

CURB PAINTED RED

REINFORCED CONCRETE

SLAB (PER SHEET 1 OF 3).

FIX

ED

B

OL

LA

RD

RE

MO

VA

BL

E B

OL

LA

RD

FIXED BOLLARD

5.00'

1.2

5'

PLAN VIEW

AA'

5.00'5.00' 5.00'

MAX. 6' (TYP.)

MIN. 5' (TYP.)

MAX. 6' (TYP.)

(PER USD 236)



THROUGH-LOT DRAIN

AGENCY APPROVED L

CLARK COUNTY AREA



01/01/14


NEW DRAWING

DETAIL 1

DETAIL 2

5" Ø HOLLOW REMOVABLE BOLLARD

5" Ø FIXED BOLLARD

5" Ø FIXED BOLLARD

2.50'

5.00' 5.00' 5.00' 5.00'

20.00'

AND SLEEVE WILL BE SCHEDULE 40.

6" Ø SLEEVE

1.25'(TYP.)

FILLED W/ CONCRETE

FILLED W/CONCRETE

0.25" WELDED

SLOPE

SLOPE

EMBEDDED IN FRESH CONCRETE. WHEN

PLACED IN HARDENED CONCRETE THE

SIZE OF THE CORINGS WILL BE 10" Ø

PAINTED YELLOW.

CHANNEL FLOOR

(SEE SHEET 1 OF 3)

PLATE CAP

0.25" WELDED PLATE

CAP FOR SLEEVE

(SEE NOTE #1)

MAX. 6' (TYP.)MAX. 6' (TYP.)

MIN. 5' (TYP.)

4.00'

1.50'

1.25"

5.50'

1.50'

0.50'

4.00'5.50'

DETAIL 1

1/4"

SEE

DETAIL 2

SEE

DETAIL 1DETAIL 2

BOLLARD FLANGE

PADLOCK

1" x2" x 1/4"

STEEL PLATE

6"

1"

FLANGE

PADLOCK

1.25'

ELEVATION VIEW

PLAN VIEW

ELEVATION VIEW

PLAN VIEW

30°

3"

(HANDLE)

3

"

1/4"

1/2"Ø HOLE

1/4"

BOLLARD

WELDED

5

"

Ø

P

I

P

E

5"Ø

PIPE

5"Ø PIPE

5" ØPIPE

6"Ø PIPE

Effe

ctiv

e 7/

1/14



THROUGH-LOT DRAIN

AGENCY APPROVED L

CLARK COUNTY AREA



01/01/14


NEW DRAWING

EXTERIOR STREETS

FENCE

CURB PAINTED RED

SIDEWALK DRAIN

20.00'

10.00'10.00'

3''

4''

PLAN VIEW

AA'

NOTE #1: 20' STANDARD WIDTH, DIFFERENT

WIDTHS TO BE DESIGNED ACCORDINGLY.

(SEE NOTE #1)

(PER USD 236)

20.00'

SECTION A-A'

SLO

PE SLOPE

(POSTS) 3"x3"x(.180" THICK)

6.0"

STEEL SQUARE TUBING

SQUARE TUBING 0.52' O.C.(TYP.)

(FRAME) 1 1/2"x1 1/2"x(.095" THICK)

STEEL SQUARE TUBING

(PICKETS) 1"x1"x(.095" THICK) STEEL

2.0"

10.00' 10.00'

5.00'

4'5"

4.0"

6.0'

6.0"

SEE

SEE

SEE

SEE

4.00'

1'4"

1/4"

1/16"

(TYP.)

(TYP.)

CHANNEL FLOOR

(SEE SHEET 1 OF 3)

HINGE

(SEE NOTE #1)

POST FOOTER

(HINGE)

1/8"

3"x3"

1 1/2"x1 1/2"

SEEN FROM OUTSIDE

WELD HALF OF

CHAIN LINK

TO THE GATE FRAME

3/8"

(ANCHOR ROD)

1'4"

4" WELDED GUIDE

FLANGE

5/8"Ø

GALVANIZED

STEEL SLEEVE

1" EMBEDDED

(SLEEVE)

Effe

ctiv

e 7/

1/14


DATE DWG. NO.

NOTES:

507.S107-01-14

AGENCY APPROVED C

CALL AND SCHEDULE INSPECTION TO OBSERVE CONCRETE PLUG AFTER PLACEMENT.

PERMIT TYPICALLY VALID FOR 30 DAYS - EXTENSION OF PERMIT IS REQUIRED PRIOR TO

EXPIRATION IF WORK IS NOT COMPLETE.

FOR BORINGS GREATER THAN 12-INCHES IN DIAMETER, SUBMIT PERMANENT PATCHING

PLAN WITH PERMIT APPLICATION.

IF GROUNDWATER IS ENCOUNTERED FOLLOW APPROPRIATE AGENCY REQUIREMENTS.

THE CONNECTION OF THE PIPE AND FLAT PLATE SHALL BE CONTINUOUSLY WELDED

ALL OF THE WAY AROUND. THE SIZE OF THE WIRE SHALL BE 0.35 WIRE (ER70S-6) OR

7018 ROD, AND THE WELDER SHALL HAVE A W.S. CERTIFICATION IN FLAT PLATE.

TRENCH EXCAVATION AND BACKFILL208

MINIMUM 8-INCH X 8-INCH ROUND

OR SQUARE COLLAR

EXISTING

ASPHALT

VARIABLE

THICKNESS

GEOTECHNICAL BORING OR

MONITORING WELL

BACKFILL WITH AGENCY -

APPROVED MATERIAL OR 1/2-SACK

CLSM PER SEC. 728 TO THE

BOTTOM OF PAVEMENT REPAIR.

EXISTING

AGG. BASE

VARIABLE

THICKNESS

APPROVED WATERPROOF SEAL

(OPTIONAL)

CONCRETE PLUG, READY MIX

OR MOBILE TRUCK MIXER,

BATCH TICKET TO INSPECTOR.

DEPTH

VARIES

2-INCH MIN. 2-INCH MIN.

1.

2.

3.

4.

5.

APPLY TACK COAT TO

SIDES OF EXISTING

ASPHALT (OPTIONAL)

METHOD FOR GEOTECHNICAL BORING AND

MONITORING WELL BACKFILL AND PATCH FOR

BORINGS 12-INCHES OR LESS IN DIAMETER

CLARK COUNTY AREA



MIN. 8-INCHES WIDER

THAN COLLAR

2-F

T. M

IN

.

MIN. 6-INCH

DIAMETER STEEL

PIPE

1

4

" CONT.

TEMPORARY COVER

NEW DRAWING

4-INCH MIN.

Effe

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1/14



CLARK COUNTY AREA

DATE DWG. NO.

"P30" PULLBOX

7613-13-03

30-1/2"

32-1/4"

17-1/2"

19-1/4"

16"

29"

2'-6"

1"

TYP.

(FOR USE IN INTERCONNECT AND

COMMUNICATIONS INSTALLATIONS)

REINFORCED POLYMER

CONCRETE COVER

MARKED "FIBER OPTIC"

POLYMER COMPOSITE

BODY

NOTES:


1. THIS PULL BOX SHALL NOT BE USED IN TRAVEL OR PARKING LANES

2. TAPERED SIDE WALLS ARE ALLOWED.

Effe

ctiv

e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO.

LOADING INFORMATION

5.5'

11'

A

A

F F

A

A

C

A

5.5'

12'

8'

3'

3'

8'

12'

5.5'

A

C

A

A

F

G

H

8'

12'

18.5'

15' M

AX

.15' M

AX

.

12'

8'

H

G

F

A

A

5.5'

5.5'

A

A

FF

A

A

5.5'

4'

3'

4'

A

D

E

A

B

A

E

D

A

20

' T

HR

U 2

5'

SP

AN

S

30

' T

HR

U 4

5'

SP

AN

S

3.3

F

T.

60

L

B.

37

' M

AX

.

MA

X. 4

5' S

PA

N

TY

PE

X

X

2

50

' T

HR

U 6

0'

SP

AN

S

50

' T

HR

U 6

0'

SP

AN

S

MA

X. 6

0' S

PA

N

TY

PE

X

X-A

37

' M

AX

.

2

3.3

F

T.

60

L

B.

DE

VIC

E

AS

IG

NA

L

DE

SC

RIP

TIO

N

12

"- 3

S

EC

. W

/ B

AC

KP

LA

TE

S (M

-2

)

R3

-5

2

4" X

3

0"

SIG

NB

R3

-4

2

4" X

2

4"

SIG

NC

12

"- 4

O

R 5

S

EC

. W

/ B

AC

KP

LA

TE

S (M

-4

O

R M

-5

)

SIG

NA

LD

R1

0-5

d(8

)1

2 O

R R

10

-1

2F

3

60

" X

4

53

6"

SIG

NE

ST

RE

ET

N

AM

E-F

RE

E S

WIN

GIN

G-1

.6

8' X

8

'S

IG

NF

DU

AL

-1

2"- 3

S

EC

. W

/ B

AC

KP

LA

TE

SS

IG

NA

LG

DU

AL

-P

ED

ES

TR

IA

NS

IG

NA

LH

PR

OJ. A

RE

A (F

T )

2

9.8

0

5.0

0

4.0

0

13

.6

8

11

.2

5

13

.4

4

17

.3

4

8.0

0

WE

IG

HT

(L

BS

)

40

15

10

80

30

10

0

80

60

DE

SIG

N C

RIT

ER

IA

:

19

85

2

00

1 A

AS

HT

O S

TA

ND

AR

D S

PE

CIF

IC

AT

IO

NS

FO

R S

TR

UC

TU

RA

L S

UP

PO

RT

S F

OR

H

IG

HW

AY

SIG

NS

, L

UM

IN

AIR

ES

A

ND

T

RA

FF

IC

S

IG

NA

LS

.

MA

XIM

UM

D

ES

IG

N M

IN

IM

UM

Y

IE

LD

S

TR

EN

GT

H

FO

R T

UB

UL

AR

M

EM

BE

RS

S

HA

LL

B

E L

IM

IT

ED

WIN

D V

EL

OC

IT

Y:

80

9

0 M

PH

IS

OT

AC

H.

LO

AD

IN

G IN

FO

RM

AT

IO

N

808 SHEET 5 OF 6

10

'

TO

4

8,0

00

P

SI F

OR

C

OL

D W

OR

KE

D

MA

TE

RIA

LS

A

ND

5

0,0

00

P

SI F

OR

N

ON

-C

OL

D

WO

RK

ED

M

AT

ER

IA

LS

.

7-8-93

(A

LT

ER

NA

TE

LO

AD

IN

G)

NO

TE

:

TY

PE

X

X-A

P

OL

E

SH

AL

L A

LS

O S

UP

PO

RT

TH

E A

LT

ER

NA

TE

L

OA

DIN

G

SH

OW

N A

BO

VE

.

3'

12

'1

2'

12

'

10

'1

2'

12

'

10

'1

2'

12

'

A

18.5'

B

55

' T

HR

U 6

0'

SP

AN

S O

NL

Y


OR

OR

Effe

ctiv

e 7/

1/14



CLARK COUNTY AREA

DATE 11/10/05 DWG. NO.

LOADING INFORMATION

15' M

AX

.

12'

8'

H

G

F

A

A

A

AF

3'

4'

A

B

A

E

D

A

MA

X. 8

5' S

PA

N

TY

PE

X

X-B

37

' M

AX

.

2

3.3

F

T.

60

L

B.

DE

VIC

E

AS

IG

NA

L

DE

SC

RIP

TIO

N

12"- 3 S

EC

. W

/ B

AC

KP

LA

TE

S (M

-2)

R3-5 24" X

30"

SIG

NB

R3-4 24" X

24"

SIG

NC

SIG

NA

LD

SIG

NE

ST

RE

ET

N

AM

E-F

RE

E S

WIN

GIN

G-1.68' X

8'

SIG

NF

DU

AL-12"- 3 S

EC

. W

/ B

AC

KP

LA

TE

SS

IG

NA

LG

DU

AL-P

ED

ES

TR

IA

NS

IG

NA

LH

PR

OJ. A

RE

A (F

T )

2

9.80

5.00

4.00

13.68

6.00

13.44

17.34

8.00

WE

IG

HT

(LB

S)

40

15

10

80

15

100

80

60

DE

SIG

N C

RIT

ER

IA

:

A

AS

HT

O S

TA

ND

AR

D S

PE

CIF

IC

AT

IO

NS

(1994

E

DIT

IO

N) F

OR

S

TR

UC

TU

RA

L S

UP

PO

RT

S F

OR

HIG

HW

AY

S

IG

NS

, LU

MIN

AIR

ES

A

ND

T

RA

FF

IC

DE

SIG

N M

IN

IM

UM

Y

IE

LD

S

TR

EN

GT

H F

OR

TU

BU

LA

R M

EM

BE

RS

S

HA

LL B

E LIM

IT

ED

WIN

D V

ELO

CIT

Y:

80 90 M

PH

IS

OT

AC

H.

LO

AD

IN

G IN

FO

RM

AT

IO

N

810 SHEET 3 OF 3

10

'

TO

48,000 P

SI F

OR

C

OLD

W

OR

KE

D

MA

TE

RIA

LS

A

ND

50,000 P

SI F

OR

N

ON

-C

OLD

WO

RK

ED

M

AT

ER

IA

LS

.

NO

TE

:

TY

PE

X

X-B

P

OL

E

SH

AL

L A

LS

O S

UP

PO

RT

TH

E A

LT

ER

NA

TE

L

OA

DIN

G

SH

OW

N A

BO

VE

.

3'

17

'1

1'

11

'

10

'

17

'1

1'

A

18.5'

B

11

'

A

AL

TE

RN

AT

E L

OA

DIN

G

SP

AN

S

65

' T

HR

U 8

5'

SIG

NA

LS

.

5.5'

5.5'

AL

TE

RN

AT

E S

IG

N IN

ST

AL

LA

TIO

N

AL

TE

RN

AT

E S

IG

N IN

ST

AL

LA

TIO

N

1.5'

1.5'

A

11

'


12"- 4 O

R 5 S

EC

. W

/ B

AC

KP

LA

TE

S (M

-4 O

R M

-5)

R10-5d(8)12 O

R R

10-12F

360" X

4536"

OR

2001

Effe

ctiv

e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO.

LOUVERED BACKPLATE FOR

840

PAINT: FLAT BLACK

MAST ARM MOUNTED SIGNAL

VA

RIE

S

VARIES


VA

RIE

S

VARIES

SHOWN 3 SECTION, 12" SIGNAL HEAD WITH

ELEVATOR PLUMBIZER

DIMENSIONS AND ATTACHMENT METHODS

VARY PER MANUFACTURE.

BORDER WIDTH: 5-INCH

3-SECTION ASSEMBLY

4-SECTION ASSEMBLY

**

**

*

*

*

**

**

**

*

*

Effe

ctiv

e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO.

LOUVERED BACKPLATE FOR

841

POLE MOUNTED SIGNAL


PAINT: FLAT BLACK

VA

RIE

S

VARIES

VA

RIE

S

VARIES

SHOWN 3 SECTION, 12" SIGNAL HEAD WITH

ELEVATOR PLUMBIZER

DIMENSIONS AND ATTACHMENT METHODS

VARY PER MANUFACTURE.

BORDER WIDTH: 5-INCH

3-SECTION ASSEMBLY

4-SECTION ASSEMBLY

**

**

*

*

*

**

**

**

*

*

Effe

ctiv

e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO. 843

1. ALL SIGNALS ARE 12" NOMINAL (GLASS).

FOR ITEMIZED PARTS, SEE DRAWING NO. 845.2.

7

18

T1-4

T2-43

R

Y

G

11

18

7

9

20

22

22

22

22

3. FOR ARROW LENS SEE DRAWING NO. 890.

NOTES:


SHEET 1 OF 2

T2-44

11

18

7

22

22

G

G

Y

R

ARROW

22

22

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

22

22

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

SIGNAL ASSEMBLIES

POST TOP MOUNT

NEW DRAWING

Effe

ctiv

e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO.

SIGNAL ASSEMBLIES

843

POST TOP MOUNT



7

18

SIDE VIEW


NOTES:


SHEET 2 OF 2

T3-443

12

18

7

22

22

G

G

Y

R

ARROW

22

22

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

12

R

Y

G

22

22

7

18

23

R

Y

G

22

22

7

SIDE VIEWT3-443B (OPTIONAL)

NEW DRAWING

Effe

ctiv

e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO. 844



7

17

B1-4

B2-43

11

17

7

9

20

22

22


NOTES:


SHEET 1 OF 2

B2-44

11

17

7

22

22

22

22

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

22

22

G

Y

R

SIGNAL ASSEMBLIES

BRACKET MOUNT

NEW DRAWING

22

22

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

B2 PLAN

B2 PLAN

OPTION A

OPTION B

1

POLE

POLE

6"

G

G

Y

R

ARROW

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

12-1/2" 18-1/2"

12" 18"

Effe

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e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO.

SIGNAL ASSEMBLIES

844

BRACKET MOUNT



7

17

SIDE VIEW


NOTES:


SHEET 2 OF 2

B3-443

12

17

7

22

22

G

G

Y

R

ARROW

22

22

G

Y

Y

R

ARROW

ARROW

ARROW

ARROW

12

R

Y

G

22

22

7

17

23

R

Y

G

22

22

7

SIDE VIEWB3-443L (OPTIONAL)

NEW DRAWING

B3 PLAN

B3 PLAN

OPTION A

OPTION B

1

POLE

POLE

6"

12-1/2" 18-1/2"

12" 18"

Effe

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e 7/

1/14



CLARK COUNTY AREA

DATE DWG. NO.

MAST ARM SIGNAL ASSEMBLY

857

TYPE M-4

2

FLASHING

YELLOW

PROVIDE LOUVERED BACKPLATE

SIMILAR TO DRAWING 840

NOTES:

1.ALL SIGNALS ARE 12" NOMINAL.

2.FOR ITEMIZED PARTS, SEE DRAWING 845.

STANDARD 12" SIGNAL HEADS

M-4

RED

GREEN

ARROW


ARROW

ARROW

YELLOW

ARROW

NEW DRAWING

PROTECTED PERMISSIVE

YIELD

R10-12F

30" X 36"

MIN.

12"

YELLOW

ARROW

YIELD

YELLOW

ARROW

5.8

2.4

6.4

7.5

30

4.9 2 18.3 2.4

17.2 6.4

15 7.5

18.4 5.8

4.6

36

35

43.8

4.6

43

4

1.9" Radius, 0.8" Border, 0.5" Indent,

Black on White

[YIELD] D;

[ON FLASHING] C 50% spacing

[YELLOW] C; [ARROW] C;

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CLARK COUNTY AREA

DATE DWG. NO.

FUTURE POLE LOCATION

P.C

.

P.T.

P.C.

P.T

.

1.

888.1

EQUAL TO 50 FT.

2.

NOTES:

LESS THAN 50 FT.

CASE II

3.

4.

5.

6.

TYPICAL LOCATION FOR

ALL ROADWAYS OTHER

THAN 100' ROW

TYPICAL LOCATION FOR

ALL 100' SECTION

LINE ARTERIALS

C

L

C

L

TYPE XX

OR XX-A

12-12-96

POLE

TYPE XX

OR XX-A

POLE

(SEE NOTE 2, 3 & 4)

(S

EE

N

OT

E 3 &

4)

GREATER THAN OR

EQUAL TO 50 FT.

GREATER THAN OR


FYA

FYA

FOUNDATIONS WILL BE 36" SQUARE OR ROUND AND 12 FT. DEEP.

THE AREA SHALL REMAIN ACCESSIBLE FOR THESE FOUNDATIONS.

TRAFFIC SIGNAL POLES SHALL REMAIN AT THE MIDDLE OF THE

RETURN BEHIND THE SIDEWALK SO THAT THE OUTSIDE SIGNAL

HEAD IS DIRECTLY ABOVE THE LEFT TURN LANE.

A TYPE "H" OR "L" FOUNDATION IS REQUIRED FOR MAST ARMS 45' OR

LESS. SEE DRAWING NO. 721.

A TYPE "L" FOUNDATION IS REQUIRED FOR MAST ARMS LONGER

THAN 45'. SEE DRAWING NO. 722.

A MINIMUM OF 32" 48" SHALL BE MAINTAINED BETWEEN TRAFFIC

SIGNAL POLE FOUNDATION "CRASH CAP" AND THE BACK OF THE

CURB FOR WHEELCHAIR CLEARANCE.

THE TRAFFIC ENGINEER WILL MAKE THE FINAL DETERMINATION

FOR THE LOCATION OF TRAFFIC SIGNAL POLES.

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Documents

2014 Revisions