DESERT INN RD, NELLIS BLVD TO HOLLYWOOD BLVD IMPROVEMENTS
L-2163
OF
C6.01
DE
SE
RT
IN
N R
D, N
ELLIS
B
LV
D T
O H
OLLY
WO
OD
B
LV
D IM
PR
OV
EM
EN
TS
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P
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S
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S
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S
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D
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Y
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H
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6" PE GAS
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4" PE GAS
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STLT
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STLT
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72" SS
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6" PE GAS
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4" PE GAS
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STLT
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STLT
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72" SS
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20" RECLAIM W (PRIVATE)
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CATV
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CATV
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CATV
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CATV
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12" DIP W
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12" DIP W
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20" RECLAIM W (PRIVATE)
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20" RECLAIM W (PRIVATE)
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20" RECLAIM W (PRIVATE)
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6" PE GAS
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6" PE GAS
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R/W
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R/W
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R/W
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R/W
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R/W
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R/W
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R/W
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R/W
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TH-12
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TH-13
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2TH-29
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TH-31
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TH-13A
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TH-13A
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TH-13
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TH-12
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TH-31
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2TH-29
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D
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E
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F
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G
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CONDUIT AND WIRE SCHEDULE
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FROM
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TO
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CONDUIT NO.
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NO.
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SIZE(IN)
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LENGTH(FT)
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COHU C295H
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CONDUCTOR/CABLE
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REMARKS
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NO. 3 1/2 P.B.
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SIGN POLE
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STREETLIGHT POLE
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NOT USED
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NO. 3 1/2 P.B.
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NO. 3 1/2 P.B.
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NO. 3 1/2 P.B.
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FUTURE POLE
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NO. 3 1/2 P.B.
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1
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1
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1
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1
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1
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1
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2
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2
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2
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2
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2
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2
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10
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43
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10
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10
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42
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10
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INSTALL EMPTY CONDUIT FOR FUTURE RRFB. CONNECT TO STREETLIGHT WITH A DOUBLE LUG CONNECTOR
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H
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I
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N
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SIGN POLE
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NO. 3 1/2 P.B.
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INSTALL EMPTY CONDUIT FOR FUTURE RECTANGULAR RAPID FLASHING BEACON
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NO. 3 1/2 P.B.
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INSTALL EMPTY CONDUIT FOR FUTURE RECTANGULAR RAPID FLASHING BEACON. STUB AND CAP CONDUIT
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NO. 3 1/2 P.B.
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INSTALL EMPTY CONDUIT FOR FUTURE RECTANGULAR RAPID FLASHING BEACON
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INSTALL EMPTY CONDUIT FOR FUTURE RECTANGULAR RAPID FLASHING BEACON
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INSTALL EMPTY CONDUIT FOR FUTURE RECTANGULAR RAPID FLASHING BEACON
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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CONTROLLER CABINET(E)
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SIGNAL POLE(E)
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EX
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EX
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EX
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EX
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EX
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EX
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EX
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1
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A
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1
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1
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NO. 7 P.B.(E)
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D
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E
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F
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79
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113
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109
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81
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NO. 7 P.B.
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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#8 GREEN CROUNDING TRACER WIRE
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NO. 7 P.B.
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NO. 7 P.B.
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NO. 7 P.B.
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NO. 7 P.B.
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NO. 7 P.B.
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NO. 7 P.B.
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NO. 7 P.B.
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O
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P
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NO. 7 P.B.(E)
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NO. 7 P.B. (E)
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C
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B
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NO. 3 1/2 P.B.
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1
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2
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24
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NO. 3 1/2 P.B.
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INSTALL EMPTY CONDUIT FOR FUTURE RECTANGULAR RAPID FLASHING BEACON
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#8 GREEN CROUNDING TRACER WIRE
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NOT USED
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NO. 7 P.B. (E)
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EX
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EX
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SEE CONSTRUCTION NOTE 1 FOR NO. AND SIZE
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SEE CONSTRUCTION NOTE 1 FOR NO. AND SIZE
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SEE CONSTRUCTION NOTE 1 FOR NO. AND SIZE
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SEE CONSTRUCTION NOTE 1 FOR NO. AND SIZE
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84" SS
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STLT
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STLT
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12" ACP W
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12" PVC W
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6-1000MCM UGP
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84" SS
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STLT
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STLT
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12" ACP W
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12" PVC W
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6-1000MCM UGP
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4-4" TELE
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4-4" TELE
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4-4" TELE
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4-4" TELE
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5-2" UGP
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5-2" UGP
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A
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2TH-29
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2TH-17
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2TH-21
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B
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EX NO. 7 PULL BOX
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B
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EX NO. 7 PULL BOX
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EX NO. 7 PULL BOX
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EX NO. 7 PULL BOX
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SD
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4" PE GAS
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CATV
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48" RCP
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SD
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3-1000MCM UGP
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4" PE GAS
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CATV
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48" RCP
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SD
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3-1000MCM UGP
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1-4C UGP
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1-4C UGP
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12" DIP W
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SD
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SD
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12" DIP W
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W
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I
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K
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L
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N
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M
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O
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J
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2TH-11
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2TH-26
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2TH-24
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2TH-12
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R/W
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R/W
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INTERCEPT STREETLIGHT PULL BOX AND INSTALL EMPTY CONDUIT FOR FUTURE RRFB
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INTERCEPT STREETLIGHT PULL BOX AND INSTALL EMPTY CONDUIT FOR FUTURE RRFB
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Call before you D g
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AVOID CUTTING UNDERGROUND
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UTILITY LINES. IT'S COSTLY.
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Call
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1-800-642-2444
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OR
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OVERHEAD
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YOU DO
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1-702-227-2929
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POWER LINES. IT'S COSTLY.
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AVOID HITTING OVERHEAD
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CALL BEFORE
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1-702-432-5300
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7544
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N
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BLVD
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MARVIN
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IT'S COSTLY
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UnderGround
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before you
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Call
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AVOID HITTING UNDERGROUND
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TRAFFIC SIGNAL SYSTEMS
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CALL BEFORE
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AND STREET LIGHT SYSTEM CONDUITS
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YOU DO
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UNDERGROUND
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FREEWAY AND ARTERIAL SYSTEM OF TRANSPORTATION
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NOTE: EXISTING UTILITIES ARE LOCATED ON THE PLANS FROM A SEARCH OF AVAILABLE
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RECORDS. CONTRACTOR TO VERIFY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION.
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GRAPHIC SCALE
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0
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40
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20
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40
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80
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HORIZONTAL: 1"=40'
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SEAL
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CHECKED BY:
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DESIGNED BY:
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DRAWN BY:
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DATE:
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DRAWING:
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JOB NO.:
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100054107
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2270 Corporate Circle Suite 200 Henderson, Nevada 89074 Telephone: 702/263-7275 Fax: 702/263-7200
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SHEET No.
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SCALE:
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HORIZ.:
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VERT.:
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FIELD BOOK
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APPROVED
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REV No
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DATE
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DESCRIPTION
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NONE
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WORK ORDER
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NONE
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PROJECT No.
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NONE
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118
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MARCH, 2020
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54107-17-C6.01.dwg
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CIVIL
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MANTRI
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KONDALA RAO
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EXP.
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12-31-21
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DESERT INN ROAD
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TRAFFIC SIGNAL UNDERGROUNDS
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ST
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TRN
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KRM
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1"=20'
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N.A.
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61
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CONSTRUCTION NOTES
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INSTALL 2-3" & 2-2" CONDUITS WITH A #8 GREEN GROUNDING TRACER WIRE
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INSTALL NO. 7 (DOUBLE-STACKED) PULL BOX PER USD #707
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INSTALL NO. 3 PULL BOX PER STD. DWG. #705. SEE DETAIL 2 ON SHEET C2.1312 PULL BOX PER STD. DWG. #705. SEE DETAIL 2 ON SHEET C2.13C2.13
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INSTALL CCTV CAMERA ON EXISTING POLE PER STD. DWG. #766 & USS #687 AND PROVIDE A VIDEO ENCODER TO RTC/FAST PER USS #685
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CONTRACTOR TO PROVIDE NAZTEC MODEL 980 ATC SIGNAL CONTROLLER SOFTWARE (LATEST VERSION). A LAYER 2 FIELD-HARDENED ETHERNET SWITCH, PER STD. SPEC. 684, WILL NEED TO BE PROVIDED TO RTC/FAST FOR THE EXISTING SIGNALIZED INTERSECTION.
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1
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2
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3
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4
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5
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ft.
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1 inch =
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( IN FEET )
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GRAPHIC SCALE
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0
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20
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20
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10
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20
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40
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80
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KEYMAP
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KEYMAP
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DESERT INN RD
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HOLLYWOOD BLVD
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LAS VEGAS WASH
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DESERT INN RD
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NELLIS BLVD
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CABANA DR
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HOLLYWOOD BLVD
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LAS VEGAS WASH
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THEME RD
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C6.01
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DESERT INN ROAD
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THEME ROAD
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DESERT INN ROAD
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THEME ROAD
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C6.01
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C6.01
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DESERT INN ROAD
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DESERT INN ROAD
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DESERT INN ROAD
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DESERT INN ROAD
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CABANA DRIVE
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CABANA DRIVE
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LAS VEGAS WASH
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NOTE: 1.AT THIS INTERSECTION REPLACE BACKPLATES AT THIS INTERSECTION REPLACE BACKPLATES FOR ALL MAST ARM MOUNTED SIGNAL HEADS WITH REFLECTIVE BORDER BACKPLATES
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NOTE: 1.AT THIS INTERSECTION REPLACE BACKPLATES AT THIS INTERSECTION REPLACE BACKPLATES FOR ALL MAST ARM MOUNTED SIGNAL HEADS WITH REFLECTIVE BORDER BACKPLATES
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3/24/2020
MANT5937
Cloud
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Stamp
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Cloud
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Stamp
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Stamp
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Cloud
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Stamp
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Cloud
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Cloud
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Stamp
MANT5937
Cloud
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Cloud
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Delta 2
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Delta 2
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Delta 2
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Delta 2
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Stamp
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Text Box
2/19/2020
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Text Box
KRM
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Addendum #3
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Delta 2
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3/25/2020
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KRM
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Addendum #5
DRAWING NO.
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#4 HOOPS AT 24" OC
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#4 HOOPS AT 24" OC
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#4 AT 24" OC
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TYP
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#4 AT 24" OC
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TYP
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#4 HOOPS AT 24" OC
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#4 HOOPS AT 24" OC
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WARNING TAPE
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#4/0 BARE COPPER GROUND TO
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GROUND ROD IN EACH MANHOLE
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#4/0 BARE COPPER GROUND TO
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GROUND ROD IN EACH MANHOLE
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RED CONCRETE
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RED CONCRETE
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6-4" POWER
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CONDUITS
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SCALE: N.T.S.
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120" HDPE END CAP
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SCALE: N.T.S.
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POWER/COMMUNICATION VAULT
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#4 HOOPS AT 24" OC
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#4 HOOPS AT 24" OC
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#4 AT 24" OC
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TYP
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#4 AT 24" OC
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TYP
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#4 HOOPS AT 24" OC
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#4 HOOPS AT 24" OC
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WARNING TAPE
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#4/0 BARE COPPER GROUND TO
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GROUND ROD IN EACH MANHOLE
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#4/0 BARE COPPER GROUND TO
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GROUND ROD IN EACH MANHOLE
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RED CONCRETE
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RED CONCRETE
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SCALE: N.T.S.
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6-2" COMMUNICATION CONDUITS
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6-2" COMMUNICATION CONDUITS
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SCALE: N.T.S.
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6-4" POWER CONDUITS
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NOTES:
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1. ALL DIMENSIONS APPLY AT 23 C 2 . ACTUAL LENGTHS WILL VARY ALL DIMENSIONS APPLY AT 23° C ± 2°. ACTUAL LENGTHS WILL VARYBASED ON TEMPERATURE AT PRODUCTION AND ON SITE. 2. PROVIDE STRAIGHT CUT AS INDICATED ON DWG. STRAIGHT CUT AS PER PROVIDE STRAIGHT CUT AS INDICATED ON DWG. STRAIGHT CUT AS PER SQP009 & STDKWH-034. 3. 3" HOLES TO BE CENTERED BOTH HORIZONTALLY AND VERTICALLY ALONG 3" HOLES TO BE CENTERED BOTH HORIZONTALLY AND VERTICALLY ALONG THE 2"X5" PE SUPPORTS.
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NOTE 2
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120" HDPE PIPE
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POURED-IN-PLACE CONCRETE, FLOWABLE FILL, OR CLSM
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3" TYP TYP NOTE 3
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PE SUPPORT 2 REQ'D (2"X6"X65" LONG)
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PE SUPPORT (2"X5"X132" LONG)
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PE END CAP (134")
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PE SUPPORT 2 REQ'D (2"X6"X65" LONG)
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1.0 1.0
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TYP
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1.0 1.0
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TYP
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SCALE: N.T.S.
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SECTION
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SCALE: N.T.S.
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DETAIL
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SEE DETAIL
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FINISH GRADE
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CAST IRON ROUND COVER WITH BRONZE LOCKING BOLTS AND SEALING RING
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GRADING RINGS AS REQUIRED
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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#6 AWG BC GORUND
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CABLE RACK GROUND (TYP.)
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8" MIN DRAIN WITH GRATE
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GROUND ROD
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10 CF 1" TO 1 1/2" GRAVEL, ALL AROUND DRAIN
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COMPACTED GRAVEL, 12" DEEP MIN, 3/4" MINUS
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"C" CHANNEL INSERTS 3 EACH FACE FOR CABLE RACKS
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8 PULLING IRONS, 2 EACH CORNER (TOP AND BOTTOM)
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GROUT TO FULL WALL THICKNESS AROUND PIPES AT KNOCKOUTS (TYP.)
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VARIES AS
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VARIES AS
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4 LIFTING INSERTS
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3
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1
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CHAIN LINK FABRIC MESH
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CHAIN LINK FABRIC MESH
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CHAIN LINK FABRIC MESH
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CHAIN LINK FABRIC MESH
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TENSION WIRE
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2-3/8" LINE POST@ 10'-0" OC
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2 7/8" CORNER POST
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1 5/8" DIAGONALBRACE, TYP
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1 5/8" TOP RAIL, TYP
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STRETCHER BAR
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3 STRANDS BARBED WIRE
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10'x8' RCB
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10'x8' RCB
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FOR FOUNDATION SEE NDOT STD. DRAWING R-6.3.2.1
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SCALE: N.T.S.
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SECURITY FENCE
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SEE DETAILS
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SCALE: N.T.S.
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DETAIL
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SCALE: N.T.S.
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DETAIL
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OUTSIDE FACE OF PULL BOX/VAULT WALL
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PVC CONDUIT
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GROUT TO FULL WALL THICKNESS AROUND PIPES AT KNOCKOUTS, TYP
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PVC END BELL
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INSIDE FACE OF PULL BOX/VAULT WALL
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INSIDE OF PULL BOX/VAULT OR BUILDING
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#4 @ 18"
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CONCRETE ENCASED DUCT BANK
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NOTES:
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1.EXTEND REBAR A MINIMUM OF 2' BEYOND THE LIMIT OF EXCAVATION. EXTEND REBAR A MINIMUM OF 2' BEYOND THE LIMIT OF EXCAVATION.
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1
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CLV.6
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B
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CLV.6
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B
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CLV.6
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A
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CLV.6
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2
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CLV.6
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3
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CLV.6
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5
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CLV.6
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D
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CLV.6
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C
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CLV.6
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C
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CLV.6
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4
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CLV.6
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A
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CLV.6
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D
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CLV.6
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NOTE:
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1.SEE NDOT STD. DRAWING SEE NDOT STD. DRAWING R-6.3.2.1 FOR DETAILS NOT SHOWN
