2014 revisions
TRANSCRIPT
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
"L" TYPE CURB & GUTTER
6" MIN TYPE I OR TYPE II
AGGREGATE BASE UNDER
CURB AND GUTTER
R/W OR
SEE STANDARD DRAWING NO. 216
SEE STANDARD DRAWING NO. 234
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
5" MIN TYPE II AGGREGATE
BASE UNDER SIDEWALK
SEE STANDARD DRAWING NO. 234
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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SEE STANDARD
MEDIAN ISLAND
2'
R/W R/W
5'
47'
114'
7'38'
"L" TYPE CURB & GUTTER
SEE STANDARD DRAWING NO. 216
6" MIN TYPE I OR TYPE II
AGGREGATE BASE UNDER
CURB AND GUTTER
A.C. PAVEMENT
SEE NOTE 3 2
5" MIN TYPE II AGGREGATE
BASE UNDER SIDEWALK
SEE STANDARD DRAWING NO. 234
2%
L
"L" TYPE CURB & GUTTER
6" MIN TYPE I OR TYPE II
AGGREGATE BASE UNDER
CURB AND GUTTER
R/W
SEE STANDARD DRAWING NO. 216
BASE UNDER SIDEWALK
5" MIN TYPE II AGGREGATE
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
BITUMINOUS GAP GRADED PAVEMENT
DWG. NO.DATE
CLARK COUNTY AREA
UNIFORM STANDARD DRAWINGS
SPECIFICATION REFERENCE
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 STANDARD DRAWING NO. 234
(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
A.C. PAVEMENT SURFACE MATERIAL
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'
SEE STANDARD DRAWING NO. 216
"L" TYPE CURB & GUTTER
A.C. PAVEMENT
SEE NOTE 3
2'
AGGREGATE
BASE (SEE NOTE 3)
COATPRIME
TYPE I OR TYPE II
AGGREGATE BASE UNDER
CURB AND GUTTER
SIDEWALK SEE STANDARD
DRAWING NO. 234
BASE UNDER SIDEWALK
5" MIN TYPE II AGGREGATE
35'5'
6" MIN
2%
SIDEWALK SEE STANDARD
R/W
6" MIN
CURB AND GUTTER
AGGREGATE BASE UNDER
TYPE I OR TYPE II
2'
6" MIN
5'
R/W
BASE (SEE NOTE 3)
AGGREGATE
PRIME COAT
5" MIN TYPE II AGGREGATE
BASE UNDER SIDEWALK
DRAWING NO. 234
SEE STANDARD DRAWING NO. 216
60'
"L" TYPE CURB & GUTTER
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
BITUMINOUS GAP GRADED PAVEMENT
FOG SEAL
DWG. NO.DATE
CLARK COUNTY AREA
UNIFORM STANDARD DRAWINGS
SPECIFICATION REFERENCE
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
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 (80-FT OR GREATER)
FOG SEAL
FOG SEAL AND/OR OPEN GRADENLV, HEN
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 STANDARD DRAWING NO. 216
"L" TYPE CURB & GUTTER
SEE NOTE 3
A.C. PAVEMENT
2'
AGGREGATE
PRIME COAT
TYPE I OR TYPE II
AGGREGATE BASE UNDER
CURB AND GUTTER
SIDEWALK SEE STANDARD
DRAWING NO. 234
BASE UNDER SIDEWALK
5" MIN TYPE II AGGREGATE
35'
10'
2%
SIDEWALK SEE STANDARD
R/W
6" MIN
CURB AND GUTTER
AGGREGATE BASE UNDER
TYPE I OR TYPE II
2'
6" MIN
5'
R/W
AGGREGATE
5" MIN TYPE II AGGREGATE
BASE UNDER SIDEWALK
DRAWING NO. 234
SEE STANDARD DRAWING NO. 216
60'
"L" TYPE CURB & GUTTER
FOG SEAL
2%
25'
A.C. PAVEMENT
SEE NOTE 3
2%
25'
2'
5'
5' 5'
DWG. NO.DATE
SPECIFICATION REFERENCE
302 AGGREGATE BASE
401
FOG SEAL
BITUMINOUS PAVEMENT
PRIME COAT406
413
407
BITUMINOUS GAP GRADED PAVEMENT
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
UNIFORM STANDARD DRAWINGS
SUPPLEMENTAL DRAWING
AGENCY APPROVED C L N
3/4" OPEN GRADE
SEE NOTES 1 AND 6
SURFACE TREATMENT
6.
C
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:
PRIME COAT
JURISDICTION
CLV
CC
A.C. PAVEMENT SURFACE MATERIAL
1-INCH UTACS
FOG SEAL
FOG SEAL AND/OR OPEN GRADENLV, HEN
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
SPECIFICATION REFERENCE
300.S3
AGENCY APPROVED
N
STREETLIGHT LOCATION
L.E.D. LIGHTING STANDARDS
AND GENERAL NOTES
CLARK COUNTY AREA
UNIFORM STANDARD DRAWINGS
SUPPLEMENTAL DRAWING
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
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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
SPECIFICATION REFERENCE
300.S3
AGENCY APPROVED
N
STREETLIGHT LOCATION
L.E.D. LIGHTING STANDARDS
AND GENERAL NOTES
CLARK COUNTY AREA
UNIFORM STANDARD DRAWINGS
SUPPLEMENTAL DRAWING
NEW DRAWING
MLHCB
SHEET 2 OF 2
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16
" M
AX
.
MANHOLE
STEPS
A°
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO.
TYPE II-SD MANHOLE
405.2
AGENCY APPROVED CB H L M N
SHEET 1 OF 3
D
I
A
.
O
F
S
I
D
E
D
R
A
I
N
NEW DRAWING
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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°
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO.
TYPE II-SD MANHOLE
405.2
AGENCY APPROVED CB H L M N
SHEET 2 OF 3
NEW DRAWING
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#6's @ 8" OC
STATION SHOWN
ON DRAWING
A°
A°
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO.
TYPE II-SD MANHOLE
405.2
AGENCY APPROVED CB H L M N
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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SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
TYPE "CM"
DROP INLET
DATEDWG. NO. 422
09/15/13
CONCRETE
CONCRETE STRUCTURES
REINFORCING STEEL
STEEL
501
501
501
501
AGENCY APPROVED CB H L M N
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)
SPECIFICATION REFERENCE
DATE DWG. NO. 425.S1 1 OF 3SHEET
THROUGH-LOT DRAIN
AGENCY APPROVED L
CLARK COUNTY AREA
UNIFORM STANDARD DRAWINGS
SUPPLEMENTAL DRAWING
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)
SPECIFICATION REFERENCE
DATE DWG. NO. 425.S1 2 OF 3SHEET
THROUGH-LOT DRAIN
AGENCY APPROVED L
CLARK COUNTY AREA
UNIFORM STANDARD DRAWINGS
SUPPLEMENTAL DRAWING
01/01/14
NOT FOR USE IN EMERGENCY ACCESS
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
SPECIFICATION REFERENCE
DATE DWG. NO. 425.S1 3 OF 3SHEET
THROUGH-LOT DRAIN
AGENCY APPROVED L
CLARK COUNTY AREA
UNIFORM STANDARD DRAWINGS
SUPPLEMENTAL DRAWING
01/01/14
NOT FOR USE IN EMERGENCY ACCESS
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
SPECIFICATION REFERENCE
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
UNIFORM STANDARD DRAWINGS
SUPPLEMENTAL DRAWING
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
ctiv
e 7/
1/14
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
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:
AGENCY APPROVED CB H L M N
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
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
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
AGENCY APPROVED CB H L M N
OR
OR
Effe
ctiv
e 7/
1/14
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
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
'
AGENCY APPROVED CB H L M N
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
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO.
LOUVERED BACKPLATE FOR
840
PAINT: FLAT BLACK
MAST ARM MOUNTED SIGNAL
VA
RIE
S
VARIES
AGENCY APPROVED CB H L M N
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
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO.
LOUVERED BACKPLATE FOR
841
POLE MOUNTED SIGNAL
AGENCY APPROVED CB H L M N
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
**
**
*
*
*
**
**
**
*
*
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SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
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:
AGENCY APPROVED CB H L M N
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
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SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO.
SIGNAL ASSEMBLIES
843
POST TOP MOUNT
1. ALL SIGNALS ARE 12" NOMINAL (GLASS).
FOR ITEMIZED PARTS, SEE DRAWING NO. 845.2.
7
18
SIDE VIEW
3. FOR ARROW LENS SEE DRAWING NO. 890.
NOTES:
AGENCY APPROVED CB H L M N
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
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SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO. 844
1. ALL SIGNALS ARE 12" NOMINAL (GLASS).
FOR ITEMIZED PARTS, SEE DRAWING NO. 845.2.
7
17
B1-4
B2-43
11
17
7
9
20
22
22
3. FOR ARROW LENS SEE DRAWING NO. 890.
NOTES:
AGENCY APPROVED CB H L M N
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"
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SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO.
SIGNAL ASSEMBLIES
844
BRACKET MOUNT
1. ALL SIGNALS ARE 12" NOMINAL (GLASS).
FOR ITEMIZED PARTS, SEE DRAWING NO. 845.2.
7
17
SIDE VIEW
3. FOR ARROW LENS SEE DRAWING NO. 890.
NOTES:
AGENCY APPROVED CB H L M N
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"
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SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
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
AGENCY APPROVED CB H L M N
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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SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
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
AGENCY APPROVED CB H L M N
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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