ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 2
CONSTRUCTION NOTES:
Y7199
2013
93.249
SOUTH GATE
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24
A. MARTINEZ
C. TISCARENO
14+00
15+00
16+0028+00 29+00 30+00 31+00 32+00 33+00 34+00
35+00
36+00
37+00
38+00
39+00
40+00
13+00
14+00
15+00
16+00
50'
37'
57'
42'
13'37'13'
50'
13'37'37'13'
50' 55'
18'37'13'
50'50'
5' 10'35'
45'47'
8' 43' 8'
65' 51'
IMPERIAL HWY
LONG BEACH BLVD
EXIST R/W
EXIST R/W
37'
A
A
CONSTRUCTION NOTES: TRAFFIC HANDLING NOTES:
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
CALIFORNIA AVE
18'
14' 14'
14'
12'
21'
23' 11' 19'
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
1 10
W20-1
10 G20-2
10 10
G20-2
W20-1
12'
2 12.5' O.C.
1 12.5' O.C.
56 EA
3 EA
MATCH LINE STA 27+50
SEE SHEET 35
NO SCALENO SCALE
AREA
Const
SW
ETW ETW
Exist
SW
ETW
Exist
BOUND
WEST
"IMPERIAL HWY"
CL
13'± 13'±
BOUND
WEST
BOUND
EAST
5'14'11'11'14'
SECTION A-A (STAGE 2)
MEDIAN
Temp CHANNELIZER
ON EB IMPERIAL HWY.
STAGE 2 - PARTIAL PAVEMENT REHAB COMPLETED
12.5' O.C.
12 EA
2'17'
36 14'
14'
12'
14'
(19')
(11')
(10')
18'
11.5'
11.5'
LANE IN EB DIRECTION.
ACTIVE LANES IN WB DIRECTION. MAINTAIN ONE ACTIVE
OF IMPERIAL HWY, AND REMOVE TWTL. MAINTAIN TWO
SHIFT EB AND WB TRAFFIC TOWARDS THE NORTH SIDE
R3-7(R)
15 7
5 5
7 15
7 5
5 7
10 W20-1
10 W20-1
G20-2
10 G20-2
10 W20-1
10 G20-2
10 3
10 250'
250'
250'
250'
STA 38+59 "IMPERIAL HWY", 13' RT
STA 38+56 "IMPERIAL HWY", 1' LT
STA 38+53 "IMPERIAL HWY", 12' LT
STA 38+50 "IMPERIAL HWY", 23' LT
250'
STA 30+97 "IMPERIAL HWY", 23' LT
STA 30+97 "IMPERIAL HWY", 12' LT
STA 30+97 "IMPERIAL HWY", 1' LT
STA 30+99 "IMPERIAL HWY", 13' RT
9 C30
517
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 2
CONSTRUCTION NOTES:
Y7199
2013
93.249
SOUTH GATE
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24
A. MARTINEZ
C. TISCARENO
59+00
60+00
61+00
62+00
63+00
64+00
65+00 66+00 67+00 68+00 69+00
SEE SHEET 38
MATCH LINE STA 69+50
M ALLISON AVE
IMPERIAL HWYNORTON AVE
RUTH AVE
BENW
ELL DR
53.5'50'
EXIST R/WEXIST R/W EXIST R/W EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/WEXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
1 12.5' O.C.
25 EA
37 STOCKW
ELL DR
STA 69+00.00 "IMPERIAL HWY", 6.92' LT
10 1
12.5' O.C.
5 EA
W20-1
BEGIN MERGING TAPER
W4-2(L)
10 W20-5(L)10
250'
250'
250'
1 0
0 '
10 W20-1
G20-2
10 1
0 0
'
W20-1
10 10
G20-2
100'
W20-1
G20-2
10 10
G20-2
10 10
W20-1
100'
10 W20-1
G20-2
10 14'
14'
14'
STA 67+41.39 "IMPERIAL HWY", 1' RT
R3-5(R)
10 R3-5(R)10
18'
18'
18'
EXIST R/W 320' EXIST R/W
518
17+00
18+00
19+00
20+00
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 2
CONSTRUCTION NOTES:
Y7199
2013
93.249
SOUTH GATE
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24
A. MARTINEZ
C. TISCARENO
81+00 82+00 83+00 84+00 85+00 86+00
IMPERIAL HWY
BULLIS RD
50'
14' 36' 38' 12'
25'
40'
4' 21'
27' 13'
12'14'
50'50'
36' 38'
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
OTIS ST
M CNERNEY AVE
FRACAR AVE
ALEXANDER AVE
CARSON DR
LYNDORA ST
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
A
A
B
B
CONSTRUCTION NOTES: TRAFFIC HANDLING NOTES:
50'
1 12.5' O.C.
1 31 EA
12.5' O.C.
1 12.5' O.C.
30 EA
1 12.5' O.C.
30 EA
2 3 EA
12.5' O.C.
S
EE
S
HE
ET
3 7
M
AT
CH
L
IN
E
STA
6 9+
50 MATCH LINE STA 80+50
OF IMPERIAL HWY ROADWAY.
ON EB AND WB IMPERIAL HWY ALONG MIDDLE
STAGE 2 - PARTIAL PAVEMENT REHAB COMPLETED
MAINTAIN ONE LANE ACTIVE IN EACH DIRECTION.
SHIFT WB TRAFFIC TOWARDS NORTH SIDE OF IMPERIAL HWY.
SHIFT EB TRAFFIC TOWARDS SOUTH SIDE OF IMPERIAL HWY.
CLOSE INSIDE LANES ALONG EB AND WB IMPERIAL HWY.
NO SCALENO SCALE
SWSW
12'±
"IMPERIAL HWY"
CL
ETW
Exist
ETW
Exist
14'±
NO SCALENO SCALE
SWSW
12'±
"IMPERIAL HWY"
CL
ETW
Exist
ETW
Exist
14'±
BOUND
EAST
BOUND
WEST
SECTION A-A (STAGE 2) SECTION B-B (STAGE 2)
AREA
Const
AREA
ConstBOUND
WEST
14'5'12'5'
BOUND
EAST
17'5'14' 14'5'17'2' 17'5'14' 2'
Temp CHANNELIZERTemp CHANNELIZERTemp CHANNELIZER Temp CHANNELIZER 2 12.5' O.C.
3 EA
EXIST R/W
EXIST R/WEXIST R/W
EXIST R/WEXIST R/W
EXIST R/W EXIST R/W EXIST R/W
8 8
8 8
1 12.5' O.C.
6 EA
STA 79+05.98 "IMPERIAL HWY", 22.00' RT
STA 79+05.98 "IMPERIAL HWY", 24.00' LT
38 MATCH LINE STA 80+50
SEE LEFT BELOW
SEE RIGHT ABOVE
IMPERIAL HWY
50'50'
EXIST R/W
EXIST R/W EXIST R/W EXIST R/W
EXIST R/W
LEW IS RD
STANDARD AVE
1 12.5' O.C.
14 EA
W20-1
10 250' 250'
STA 85+14.65 "IMPERIAL HWY", 6.34' LT
14' 14'
14'14'
14'14'
14'14'
14'14'
(14')
(16') 19.36'
10 W20-1
10 G20-2
10 W20-1
10 G20-2
R3-5(R)
10 8
R3-2
11 R3-5(R)
10 8 R3-2
8 R3-2
R3-5(R)
10 10
W20-1
10 G20-2
10 W20-1
10 G20-2
L
END MERGING TAPER
BEGIN MERGING TAPER
STA 79+59 "IMPERIAL HWY", 20' LT
STA 82+79 "IMPERIAL HWY", 7' LT
323'320'
W20-1
10 G20-2
10 100'
1 0
0 '
10 W20-1
G20-2
10 10
W20-1
100'
2 5
0 '
STA 73+94 "IMPERIAL HWY", 22.00' RT
STA 74+80 "IMPERIAL HWY", 22.00' RT
100'
100'
100'
W20-1
10 100'
W20-1
10 100'
W4-2(L) W20-5(L)10 10
11R
6 66
6 10
R3-5(R)
8 R3-2
G20-2
10G20-2
10 STA 73+95 "IMPERIAL HWY", 24.24' LT
STA 74+80 "IMPERIAL HWY", 24.00' LT
STA 69+73 "IMPERIAL HWY", 22.00' RT
STA 73+72 "IMPERIAL HWY", 24' LT
8 C30
8 C30
8 C30
35 EA
10 G20-2
EXIST R/W
EXIST R/W
320'
519
CITY OF SOUTH GATE
CITY OF LYNWOOD
113+00 114+00 115+00 116+00 117+00
118+00
119+00
120+00
121+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 2
CONSTRUCTION NOTES:
Y7199
2013
93.249
SOUTH GATE
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24
A. MARTINEZ
C. TISCARENO
IMPERIAL HWY
ATLANTIC AVE
50'
13'
37'
13'
37'
50'
50'
40'
10'
15'
35'
57.5'
50'
50'
50'
50'
50'
10'
47.5'
35'
15'
15'
35'
35'
15'
15'
35'
40'
10'
LINDEN ST
ST JAM
ES AVE
50'
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
S
E
E
S
H
E
E
T
4 1
M
A
T
C
H
L
I
N
E
S
T
A
1 2
1 +
5 0
MATCH LINE STA 12+10
A
A
CONSTRUCTION NOTES: TRAFFIC HANDLING NOTES:
MATCH LINE STA 19+05
SEE SHEET 40
1 12.5' O.C.
1 12.5' O.C.28 EA
27 EA
1 12.5' O.C.
SEE SHEET 40
8 EA
ATLANTIC AVE.
MAINTAIN AT LEAST 1 LANE ACTIVE IN EACH DIRECTION ALONG ATLANTIC AVE TRAFFIC TOWARDS THE CENTER OF THE ROAD.
AND 1 LANE ACTIVE ON WB IMPERIAL HWY. SHIFT NB AND SB
ROAD. MAINTAIN AT LEAST 2 LANES ACTIVE ON EB IMPERIAL HWY,
SHIFT WB IMPERIAL HWY TRAFFIC TOWARDS THE CENTER OF THE CLOSURE OF CURB LANE OF WB IMPERIAL HWY.
CLOSURE OF CURB LANE OF NB AND SB ATLANTIC AVE.
ATLANTIC AVE.
IMPERIAL HWY, AND NB AND SB
STAGE 2 - PAVEMENT REHAB COMPLETED ON WB
B
B
NO SCALE
SECTION A-A (STAGE 2)
SW
ETW
SW
ETW
Exist "ATLANTIC AVE"
CL
ETW
Exist
BOUND
NORTH
15'± 15'±
NO SCALENO SCALE
SW
ETW
Exist
SW
"IMPERIAL HWY"
CL
ETW
Exist
13'±
SECTION B-B (STAGE 2)
BOUND
EAST
BOUND
EAST
16' 12'5' 20'12'6'
BOUND
WEST
AREA
CONST
Temp CHANNELIZER
1 12.5' O.C.
25 EA
1 12.5' O.C.
10 EA
8 8
9 1
12.5' O.C.
11 BEGIN TAPER
STA 118+16.33 "IMPERIAL HWY", 18.27' LT
STA 119+31.83 "IMPERIAL HWY", 18.30' LT
STA 13+05.48 "ATLANTIC AVE", 17.14' RT
STA 114+50.00 "IMPERIAL HWY", 13.00' LT
STA 116+63.93 "IMPERIAL HWY", 13.00' LT
STA 14+29.12 "ATLANTIC AVE", 12.00' LT
STA 14+41.84 "ATLANTIC AVE", 13.00' RT
12'5'17'
AREA
CONST
Temp CHANNELIZER
BOUND
SOUTH
ETW
17'5'13'
Temp CHANNELIZER
AREA
CONST
3'13'±
39 12'12'20'
12'12'20'
13'
12'
12' 13'
12' 13'
13'
12'
8'
ETW
3 1
12.5' O.C.
6 EA
10 W20-1
10 G20-2
3 R3-7(R)
10 R3-7(R)
10 R3-7(R)
10 C30(CA)
9 NIGHT TIME CLOSURE
CONSTRUCT DURING
1 12.5' O.C.
7 EA
12 EA
L
6'
STA 121+22.14 "IMPERIAL HWY", 39.10' LT
STA 120+23.75 "IMPERIAL HWY", 34.60' LT
1 12.5' O.C.
6 EA
STA 120+57.05 "IMPERIAL HWY", 18.29' LT
NIGHT TIME CLOSURE
CONSTRUCT DURING
5 7
7 7
7 15
15 5
7 7
7 STA 113+83 "IMPERIAL HWY", 4' LT
9 9
5 5
100'
END MERGING TAPER
320'
1 0
0 '
10 W20-1
ATLANTIC DURING NIGHT TIME CLOSURES.
STAGE 2 - PAVEMENT REHAB COMPLETED ON NB AND SB
520
19+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 2
CONSTRUCTION NOTES:
Y7199
2013
93.249
SOUTH GATE
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24
A. MARTINEZ
C. TISCARENO
11+00
12+00
ATLANTIC AVE
EXIST R/W
EXIST R/W
MATCH LINE STA 12+10
LOS FLORES BLVD
ATLANTIC AVE
50'
50'
40'
35'
15'
10'
EXIST R/W
MATCH LINE STA 19+05
SEE SHEET 39
1 12.5' O.C.
1 W20-1
10 SEE SHEET 39
5 EA
"ATLANTIC AVE", 16.5' LT
EXIST R/W
EXIST R/W
12.5' O.C.
50'
50'
15'
35'
35'
15'
EXIST R/W
EXIST R/W
1 1 EA
12.5' O.C.
1 8 EA
12.5' O.C.
1 12.5' O.C.
9 EA
10 "ATLANTIC AVE", 16.5' LT
"ATLANTIC AVE", 16.50' LT
11 "ATLANTIC AVE", 34.64' LT
5 EA
40 R3-7(R)
10 R3-7(R)
10 R3-7(R)
R3-7(R)
10 3
3 L
1 12.5' O.C.
21 EA
W4-2(R)10
10 W20-5(R)
END MERGING TAPER
BEGIN MERGING TAPER
2 4
5 '
2 5
0 '
2 5
0 '
2 5
0 '
7 5
'
1 1
0 '
10 W20-1
G20-2
10 G20-2
10 PENDLETON AVE
10 W20-1
7 10
10 10
W20-1
250'
250'
250'
W4-2(R)
W20-5(R)
2 4
5 '
1 0
2 '
6 0
'
G20-2
10 G20-210
9 C30
10 G20-2
W20-1
10 10
G20-2
W20-1
10 11
L
"ATLANTIC AVE", 33' LT
BEGIN MERGING TAPER
"ATLANTIC AVE", 17' LT
END MERGING TAPER
100'
100'
100'
100'
521
CITY OF SOUTH GATE
CITY OF LYNWOOD
CITY OF SOUTH GATE
CITY OF LYNWOOD
122+00 123+00 124+00 125+00 126+00 127+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 2
CONSTRUCTION NOTES:
Y7199
2013
93.249
SOUTH GATE
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24
A. MARTINEZ
C. TISCARENO
W
RIGHT RD
IMPERIAL HWY
50' 50'
36.5'40.5'9.5' 13.5'
30'
30'
10' 20' 20' 10'
33'
45'
34'
11'
10.5'22.5'
PENDLETON AVE
ST JAMES AVE
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
MATCH LINE STA 121+50
SEE SHEET 39
CONSTRUCTION NOTES: TRAFFIC HANDLING NOTES:
MATCH LINE STA 18+50
STA 17+75 "WRIGHT RD", 13.00' RT
9 WRIGHT RD ONLY.
STAGE 2 - PAVEMENT REHAB COMPLETED ON NB
IN NB DIRECTION.
MAINTAIN ONE ACTIVE LANE IN SB DIRECTION, AND ONE ACTIVE LANE SHIFT SB AND NB TRAFFIC TOWARDS THE WEST SIDE OF WRIGHT RD.
NO SCALE
SW
ETW
Exist
SW
ETW
Exist"WRIGHT RD"
CL
11'±
SECTION B-B (STAGE 2)
BOUND
NORTH
AREA
Const
20'5'12'5'14'
BOUND
SOUTH
Temp CHANNELIZER
ETW
B
B
10.5'±
2 12.5' O.C.
1 12.5' O.C.
26 EA
3 EA
10 250'
STA 13+48.80 "WRIGHT RD", 13.23' RT
1 12.5' O.C.
1 12.5' O.C.
1 12.5' O.C.
2 EA2 EA
41 G20-2
11 STA 121+94 "IMPERIAL HWY", 20.40' LT
13 EA
10 W20-1
12 1312
10 G20-2
10 G20-2
250'
4 13
9 14' 12'
14' 12'
1 12.5' O.C.
2 EA
10 10
10 W20-1
10 SC20(CA)
MATCH LINE STA 18+50
SEE ABOVE LEFT
SEE BELOW RIGHT
7 7
5 15
BEGIN MERGING TAPER
END MERGING TAPER
320'
L
STA 125+14 "IMPERIAL HWY", 35' LT
W4-2(R)
W20-5(R)
15 1
8 0
'
2 5
0 '
2 5
0 '
2 5
0 '
10 G20-2
10 W20-1
10 10
W20-5(L)
W4-2(L)
2 5
0 '
END MERGING TAPER
"WRIGHT RD", 4' RT
"WRIGHT RD", 7' LT
BEGIN MERGING TAPER
11R
1 12.5' O.C.
16 EA
5 0
'
5 0
'
5'
5'
10 W20-1
100'
10 G20-2
10 G20-2
10 W20-1
5 0
'
250'
15 522
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 3
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
14+00 15+00 16+00 17+00 18+00
IMPERIAL HIGHWAY
STATE ST
A
A
NO SCALENO SCALE
"STATE ST"
CL
9.5'±
SW
ETW
Exist
9.5'±
ETW
Exist
SW
Construction AREA
SECTION A-A (STAGE 3)
BOUND
SOUTH
BOUND
NORTH
Temp CHANNELIZER Temp CHANNELIZER
10 W20-1
10 10
G20-2
8 C30(CA)
11 250' 250'
10 250'
MATCH LINE STA 13+29
ACTIVE LANE IN EACH DIRECTION.
SHIFT LANES AWAY FROM MEDIAN. AT LEAST ONE
CONSTRUCTION NOTES:
TRAFFIC HANDLING NOTES:
C30(CA)
8 8
R4-7
C30(CA)
8 STA 17+40 "STATE ST", 37' LT
10 W12-1
10 W12-1
W1-4(R)
10 W20-1
10 W20-1
8 R4-7
8 C30(CA)
STA 17+01 "IMPERIAL HWY", 5' RT
STA 20+21 "IMPERIAL HWY", 16' RT
STA 21+21 "IMPERIAL HWY", 16' RT
100'320'
1 12.5' O.C.
32 EA
1 12.5' O.C.
16 EA
12.5' O.C.
12 EA
1 12.5' O.C.
14 EA
10 G20-2
1 12.5' O.C.
16 EA
2 12.5' O.C.
3 EA
212.5' O.C.
3 EA
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
2 12.5' O.C.
3 EA
2 3 EA
40' O.C.
8 8
8 9
13'24'11'(24') (13')
STA 14+08 "STATE ST", 36' RT
13'5'64'5'13'
SEE SHEEET 44
MATCH LINE STA 21+80
LOS FLORES BLVD
42 OAKWOOD AVE
10 W20-1
10 W20-110
G20-2
10 G20-2
END MERGING TAPER
BEGIN MERGING TAPER
R
W4-2(L)W20-5(L)
END SHIFT TAPER
R3-7(L)
1 8
8 6
6 9
8 8
STAGE 3 - PAVEMENT REHAB WORK COMPLETED IN THIS STAGE.
6 STA 15+08 "STATE ST", 37' RT
STA 13+59 "STATE ST", 36' RT
STA 15+10 "IMPERIAL HWY", 16' RT
STA 17+42 "STATE ST", 37' RT
1 12.5' O.C.
5 EA
"STATE ST" - BEGIN SHIFT TAPER
"STATE ST" - END SHIFT TAPER
8 12'20'
20'
20' 20'12'
20'12'
9'
20'12'
9'12'20'
POST TEMPORARY "NO-PARKING"
POST TEMPORARY "NO-PARKING"
13'13'
16.5'
24'
15'
SEE SHEET 43
5' 13'13' 5' 64'
9 0
'
250'
100'
100'
5 0
'
50' 50'
12.67' 37.33' 36.91' 13.17'
50' 50'
12.79'37.21'37.22'12.78'
523
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 3
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
11+00
12+00
13+00
STATE ST
11 10
W12-1
8C30(CA)
8 10
W20-1
10 10
W20-1
10 G20-2
10 W20-1
10 G20-2
10 W20-1
10 W20-1
10 G20-2
8 W1-4(R)
8W12-1
250'
250'
250'
10 100'
BEECHWOOD AVE
MATCH LINE STA 13+29
43 R
R3-7(L)
W4-2(L)
W20-5(L)
FERNWOOD AVE
1 12.5' O.C.
12 EA
STA 12+34 "STATE ST", 24' RT
BEGIN SHIFT TAPER
1 12.5' O.C.
13 EA
BEGIN MERGING TAPER
"STATE ST"
STA 10+67 "STATE ST", 19' RT
STA 11+17 "STATE ST", 19' RT
END MERGING TAPER
SEE SHEET 42
15'
11'
24'
11'
24'
12'
5 0
'
2 4
5 '
125'
100'
100'
524
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 3
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
22+00 23+00 24+00 25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
13+00
14+00
15+00
16+00
NO SCALE
SW
ETW ETW
Exist
BOUND
EAST SW
ETW
Exist
BOUND
WEST
"IMPERIAL HWY"
CL
14'13'±
ETW
Temp CHANNELIZER
14' 13'±
Temp CHANNELIZER
AREA
CONSTRUCTION
SECTION A-A (STAGE 3)
5'36'5'
A
A
8 C30(CA)
8 W12-1
8 C30(CA)
8 10 W12-1
8 C30(CA)
10 W20-1
10 G20-2
R3-5(R)
C30(CA)
8 10
W20-1
10 G20-2
10 W20-1
10 G20-2
IMPERIAL HWY
STA 22+75 "IMPERIAL HWY", 17' RT
S
EE
S
HE
EE
T
42 M
AT
CH
L
IN
E
STA
2 1+
80 STA 25+57 "IMPERIAL HWY", 7' LT
STA 25+55 "IMPERIAL HWY", 15'RT
STA 27+00 "IMPERIAL HWY", 17' RT
STA 28+60 "IMPERIAL HWY", 24' RT
STA 29+63 "IMPERIAL HWY", 23' RT
STA 29+64 "IMPERIAL HWY", 5' RT
STA 30+88 "IMPERIAL HWY", 23' LT
STA 30+89 "IMPERIAL HWY", 23' RT
R3-5(R)
R3-5(R)
SEE SHEEET 45
MATCH LINE STA 34+19
250'
250'
R3-5(R)
R3-5(R)
CONSTRUCTION NOTES:
TRAFFIC HANDLING NOTES:
LONG BEACH BLVD
44 PEACH ST
10 G20-2
W20-1
10 10
R3-5(R)
10 R3-5(R)
IN WB DIRECTION.
MAINTAIN ONE ACTIVE LANE IN EB DIRECTION, AND ONE ACTIVE LANE OF IMPERIAL HWY.
SHIFT EB AND WB TRAFFIC TOWARDS THE NORTH SIDE AND SOUTH SIDE LONG BEACH BLVD AND CALIFORNIA AVE.
ISLAND COMPLETED THRU CENTER OF IMPERIAL HWY BTWN
STAGE 3 - PAVEMENT REHAB AND CONSTRUCTION OF MEDIAN
R3-7(L)
R3-7(L)
BEGIN SHIFT TAPER
END SHIFT TAPER
6 6
1 12.5' O.C.
27 EA
12.5' O.C.
1 27 EA
2 8 EA
35' O.C.
12.5' O.C.
24 EA
12.5' O.C.
31 EA
1 12.5' O.C.
13 EA
10 1 12.5' O.C.
10 EA
1 1
8 9
14'
14'
14'
14'
14'
10'
10'
20'
20'
20'
12'
10'
10'
8 12'12'
20'
12'
20'
100'
160'
100'
R3-5(R)
10 100'
POST TEMPORARY "NO-PARKING"
5'
POST TEMPORARY "NO-PARKING"
10 10
10 10
10 15.97' 34.03' 37.37' 12.63'
50'50'
5 0
'
5 0
'
525
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 3
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
14+00
15+00
16+00
35+00
36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 46+00 47+00 48+00
49+00
50+00
51+00
A
A
NO SCALE
SW
ETW ETW
Exist
BOUND
EAST SW
ETW
Exist
BOUND
WEST
"IMPERIAL HWY"
CL
14'13'±
ETW
Temp CHANNELIZER
14' 13'±
Temp CHANNELIZER
AREA
CONSTRUCTION
SECTION A-A (STAGE 3)
5'36'5'
MATCH LINE STA 34+19
SEE SHEEET 44
M
A
T
C
H
L
I
N
E
S
T
A
4 6
+
0 0
S
E
E
B
E
L
O
W
-
L
E
F
T
M
A
T
C
H
L
I
N
E
S
T
A
4 6
+
0 0
S
E
E
A
B
O
V
E
-
R
I
G
H
T
IMPERIAL HIGHWAY
IMPERIAL HIGHWAY
CALIFORNIA AVE
BIRCH ST
CONSTRUCTION NOTES: TRAFFIC HANDLING NOTES:
IN WB DIRECTION.
MAINTAIN ONE ACTIVE LANE IN EB DIRECTION, AND ONE ACTIVE LANE SHIFT EB AND WB TRAFFIC TOWARDS THE CENTER OF IMPERIAL HWY. 45 10
W20-1
10 W4-2(L)
1 C30(CA)
G20-2
10 W20-1
10 10
G20-2
10 W20-1
100'
W20-5(L)
10 10
G20-2
10 G20-2
10 W20-1
100'
11 8W1-4(R)
8R3-7(L)
10W12-1
10C30(CA)
10R4-7
10C30(CA)
R3-5(R)10
R3-5(R)10
R3-5(R)10
R3-5(R)10
BLVD AND CALIFORNIA AVE.
COMPLETED THRU CENTER OF IMPERIAL HWY BTWN LONG BEACH
STAGE 3 - MEDIAN CONSTRUCTION AND PAVEMENT REHAB
R
6 6
9 1 12.5' O.C.
36 EA
1 12.5' O.C.
36 EA
12.5' O.C.
13 EA
2 1
6 EA
35' O.C. 12.5' O.C.
83 EA
1 12.5' O.C.
18 EA
1 STA 47+05 "IMPERIAL HWY", 6' LT
POST TEMPORARY "NO-PARKING" POST TEMPORARY "NO-PARKING" STA 38+50 "IMPERIAL HWY", 23' LT
STA 39+50 "IMPERIAL HWY", 24' LT
STA 39+50 "IMPERIAL HWY", 8' LT
STA 38+62 "IMPERIAL HWY", 23' RT STA 41+52 "IMPERIAL HWY", 4' RT STA 42+25 "IMPERIAL HWY", 24' LT
STA 43+85 "IMPERIAL HWY", 18' LT
R
STA 41+25 "IMPERIAL HWY", 24' LT
END MERGING TAPER
END SHIFT TAPER, START MERGING TAPER
START SHIFT TAPER
14'
14'
14'
14'
14'
20'
12'
12'
14'
14' 20'
12'
20'
20'
12'
20'
12'
20'
10'
250'
250'
250'
250'
320'
320'160'100'175'
POST TEMPORARY "NO-PARKNG"
50' 50'
12.34'37.66'36.93'13.07'
526
CITY OF SOUTH GATE
CITY OF LYNWOOD
114+00 115+00 116+00 117+00
118+00
119+00
120+00
121+00
122+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 3
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
ATLANTIC AVE
50'
50'
40'
10'
15'
35'
57.5'
50'
50'
50'
50'
50'
10'
47.5'
35'
15'
15'
35'
35'
15'
15'
35'
40'
10'
ST JAM
ES AVE
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
MATCH LINE STA 12+10
A
A
CONSTRUCTION NOTES: TRAFFIC HANDLING NOTES:
MATCH LINE STA 19+05
SEE SHEET 47
1 12.5' O.C.
2 3 EA
12.5' O.C.
1 2
6 EA
12.5' O.C.
12.5' O.C.36 EA
27 EA
1 12.5' O.C.
14 EA
SEE SHEET 47
NO SCALE
SECTION A-A (STAGE 3)
ACTIVE LANE IN EACH DIRECTION.
SHIFT TRAFFIC LANE AWAY FROM MEDIAN. MAINTAIN AT LEAST ONE SW
ETW
SW
ETW
Exist
ETW
"ATLANTIC AVE"
CL
ETW
Exist
BOUND
NORTH
15'±
BOUND
SOUTH
Temp CHANNELIZERTemp CHANNELIZER
12'5'18'17'5'15' 12'
6.5' 8'
AREA
Const
46 12'
12'
12'
12'
(13')
(
1 2
'
)
(
1 2
'
)
(
1 2
'
)
(
1 5
.
5 '
)
(
1 5
.
5 '
)
(13.5') 8
C30(CA)
250'
10 G20-2
9 R4-7
9 C30(CA)
STA 14+40 "ATLANTIC AVE", 21'RT
STA 14+29 "ATLANTIC AVE", 20'LT
6 6
9 C30(CA)
9 C30(CA)
1 2
5 '
5 2
'
END SHIFT TAPER
STA 13+09 "ATLANTIC AVE", 26'RT
STA 12+65 "ATLANTIC AVE", 26'RT
12'
12'
10'
10W20-1
CENTER OF ATLANTIC AVE.
STAGE 3 - MEDIAN CONSTRUCTED ON ROAD
250'
10 W20-1
10 G20-2
IMPERIAL HWY
50'50'
16.03'34.02'33.69'16.16'
527
19+00
11+00
12+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 3
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
ATLANTIC AVE
EXIST R/W
EXIST R/W
MATCH LINE STA 12+10
LOS FLORES BLVD
ATLANTIC AVE
50'
50'
40'
35'
15'
10'
EXIST R/W
EXIST R/W
MATCH LINE STA 19+05
SEE SHEET 46
1 12.5' O.C.
1 8
W20-1
SEE SHEET 46
3 EA
"ATLANTIC AVE", 5.5' LT
"ATLANTIC AVE", 16.5' LT
EXIST R/W
11 EA
12.5' O.C.
50'
50'
15'
35'
35'
15'
"ATLANTIC AVE", 5.5' RT
1 9 EA
25' O.C.
"ATLANTIC AVE", 17' RT
10 10
10 EXIST R/W
EXIST R/W
1 12.5' O.C.
1 8 EA
12.5' O.C.
1 12.5' O.C.
13 EA
W20-1
250'
250'
250'
47 10'
15.75'
10'
10'
22'
18'
18'
18'
10'
10'
(18.5')
(12')
(12')
(18.5')
1 21 EA
12.5' O.C.
250'250'250'
STA 11+40 "ATLANTIC AVE", 17'RT
BEGIN SHIFT TAPER
W4-2(L)
W20-5(L)
BEGIN MERGING TAPER
END MERGING TAPER
R3-7(L) 10
21'
W1-4(R) 8
10 EA
10W12-1
11R
W20-5(L)
W4-2(L)
10 10
10 1
3 6
'
2 4
5 '
11R
2 4
5 '
W20-1
10 G20-2
10 W20-1
10 EXIST R/W
G20-2
10 PENDLETON AVE
R3-7(R)
10 10
W12-1
END MERGING TAPER
BEGIN MERGING TAPER
12'
18'
18'
11'
11'
19'
10'
21'
21' 11'
11'11'11' 18'18'
W20-1
10 W20-1
10 10
G20-2
10 G20-2
1 2
5 '
100'
100'
100'
100'
528
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 3
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
15+00
16+00
17+00
18+00
125+00
126+00
127+00
11+00
12+00
13+00
14+00
15+00
NO SCALE
SW
ETW
Exist
SW
ETW
Exist"WRIGHT RD"
CL
10.5'± 11'±
BOUND
SOUTH
SECTION B-B (STAGE 3)
Temp CHANNELIZER
14'6'17'5'14'
Temp CHANNELIZER
BOUND
NORTH
ETW ETW
B
B
MATCH LINE STA 15+00
SEE ABOVE RIGHT
MATCH LINE STA 15+00
SEE BELOW LEFT
IMPERIAL HIGHWAY
W
RIG
HT RD
W
RIG
HT RD
CONSTRUCTION NOTES:
TRAFFIC HANDLING NOTES:
IN SB DIRECTION.
MAINTAIN ONE ACTIVE LANE IN NB DIRECTION, AND ONE ACTIVE LANE TRAFFIC TOWARDS THE WEST SIDE OF WRIGHT RD.
SHIFT NB TRAFFIC TOWARDS THE EAST SIDE OF WRIGHT RD AND SB WRIGHT RD BTWN IMPERIAL HWY AND PENDLETON AVE.
STAGE 3 - PAVEMENT REHAB COMPLETED THRU CENTER OF
10 G20-2
10 R3-5(R)
8 C30(CA)
PENDLETON AVE
10 W20-1
8 8
R4-7
C30(CA)
10 R3-5(R)
8C30(CA)
8C30(CA)
8 C30(CA)
10W20-1
10G20-2
10 10
10 10
R3-5(R)
R3-5(R)
R3-5(R)
R3-5(R)
R3-5(R)
10 R3-5(R)
10 10G20-2
10 W20-1
8 R4-7
10 G20-2
10W20-1
10W20-1
10 10R3-6
R3-6
10 G20-2
R3-5(R)
10 48
12 4
12 4 13
12 4 13
66 6
6 250'
10 10
10 W20-1
250'250'
W4-2(R)
W20-5(R)
"WRIGHT RD", 6' RT
STA 18+82 "WRIGHT RD", 9' LT
10 G20-2
STA 18+32 "WRIGHT RD", 9' LT
STA 17+65 "WRIGHT RD", 7' LT
STA 15+28 "WRIGHT RD", 8' LT
STA 15+28 "WRIGHT RD", 20' RT
STA 15+78 "WRIGHT RD", 8' RT
STA 14+05 "WRIGHT RD", 7 LT STA 14+19 "WRIGHT RD", 19' RT 8 8
12.5' O.C.
20 EA
1 12.5' O.C.
22 EA
1 12.5' O.C. 1
7 EA
12.5' O.C. 1
7 EA
12.5' O.C.1
8 EA
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
"NO-PARKING"
POST TEMPORARY
"NO-PARKING"
POST TEMPORARY
BEGIN MERGING TAPER
END MERGING TAPER
10SC20(CA)
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
50'
100'
250'
250'
2 5
0 '
180'
30'
15.5'
15.5'
27'
14' 14'
14'
14'
14'12'15'
15' 20'
529
CITY OF SOUTH GATE
110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00
119+00
120+00
13+00
14+00
15+00
16+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 4
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
108+00 109+00 110+00
IMPERIAL HWY
ATLANTIC AVE
50'
13'
37'
13'
37'
50'
50'
40'
10'
15'
35'
57.5'
50'
50'
50'
50'
50'
10'
47.5'
35'
15'
15'
35'
35'
15'
15'
35'
40'
10'
LINDEN ST
50'
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
S
E
E
S
H
E
E
T
5 0
M
A
T
C
H
L
I
N
E
S
T
A
1 2
0 +
7 3
SECTION A-A
NO SCALE
SW
ETW
Exist
BOUND
EAST SW
ETW
Exist
BOUND
WEST
Construction AREA
13'±
"IMPERIAL HWY"
CL
STAGE 4 - MEDIAN WORK COMPLETED IN THIS STAGE.
A
A
CONSTRUCTION NOTES:
TRAFFIC HANDLING NOTES:
MATCH LINE STA 110+00
MATCH LINE STA 110+00
SEE BELOW LEFT
IMPERIAL HWY
ELM
AVE
13'
50'
37'
37'
50'
13'
14' 36'5' 5' 14' 13'±
Temp CHANNELIZER Temp CHANNELIZER
MAINTAIN AT LEAST ONE ACTIVE LANE IN EACH DIRECTION.
AND WESTBOUND TRAFFIC TO THE NORTH SIDE OF IMPERIAL HWY.
SHIFT EASTBOUND TRAFFIC TO THE SOUTH SIDE OF IMPERIAL HWY 250'
10 W20-1
10 10
250' 250'
10 G20-2
11 320'
100'160'
9 C30(CA)
8 R3-2
9 C30(CA)
2 5
0 '
1 12.5' O.C.
1 6 EA
12.5' O.C.
10 G20-2
10 W20-1
100'
10 W20-1
10 G20-2
8 R3-7(L)9
C30(CA)
10W12-1
8 R3-7(L)
10 W12-1
80'
2 5
0 '
10 W20-1
10 G20-2
49 POST TEMPORARY "NO-PARKING"
POST TEMPORARY "NO-PARKING"
POST TEMPORARY "NO-PARKING"
10 W20-1
10 G20-2
100'
W4-2(L)W20-5(L)
R
12.5' O.C.1
12.5' O.C.
28 EA
1 1 12.5' O.C.
13 EA
12.5' O.C.1
4 EA
14 EA
1 12.5' O.C.
23 EA
1 12.5' O.C.
23 EA
11 EA
6 6
STA 107+68 "IMPERIAL HWY", 5' RT
BEGIN MERGING TAPER
STA 112+48 "IMPERIAL HWY", 22' RT
9 9
9 SEE ABOVE RIGHT
9 STA 113+84 "IMPERIAL HWY", 23' RT
STA 114+45 "IMPERIAL HWY", 23' LT
STA 116+57 "IMPERIAL HWY", 23' RT
STA 116+66"IMPERIAL HWY", 23' LT
STA 113+48 "IMPERIAL HWY", 22' RT
12.5' O.C.
28 EA
1 STA 110+88 "IMPERIAL HWY", 18' RT
END MERGING TAPER, BEGIN SHIFT TAPER
STA 118+16 "IMPERIAL HWY", 18' LT
STA 117+95 "IMPERIAL HWY", 24' RT
END SHIFT TAPER
10 R3-5(R)
CITY OF LYNWOOD
CITY OF SOUTH GATE
1 9
'
1 4
'
1 2
'
1 2
'
1 9
'
1 9
'
1 2
'
1 9
'
1 5
'
1 4
'
1 4
'
1 4
'
1 4
'
1 4
'
1 2
'
1 2
'
1 4
'
1 4
'
1 9
'
1 2
'
1 2
'
530
CITY OF SOUTH GATE
CITY OF LYNWOOD
CITY OF SOUTH GATE
CITY OF LYNWOOD
121+00
122+00
123+00
124+00
125+00
126+00
127+00
13+00
14+00
15+00
16+00
17+00
18+00
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 4
CONSTRUCTION NOTES:
93.249
SOUTH GATE2013
Y7199
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
65 FEBRUARY/2023
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
11+00
12+00
ST JAM
ES AVE
EXIST R/W
S
E
E
S
H
E
E
T
4 9
M
A
T
C
H
L
I
N
E
S
T
A
1 2
0 +
7 3
CONSTRUCTION NOTES:
TRAFFIC HANDLING NOTES:
MATCH LINE STA 12+25
SEE ABOVE RIGHT
MATCH LINE STA 12+25
SEE BELOW LEFT
SECTION A-A
NO SCALE
SW
ETW
Exist
BOUND
EAST SW
ETW
Exist
BOUND
WEST
Construction AREA
"IMPERIAL HWY"
CL
14' 45'5' 5' 14'
Temp CHANNELIZER Temp CHANNELIZER
COMPLETED IN THIS STAGE.
STAGE 4 - CENTER OF INTERSECTION WORK
A
A
VARVAR
10 W20-1
10 250' 250'
10 G20-2
100'
10 W20-1
8 C30(CA)
10 W20-1
8 W1-4(R)
9C30(CA)
250'250'
W20-3
10 W20-1
10 W20-3
10 W20-1
10 W20-1
250'250'250'
10 W20-1
10 W20-5(L)
10 W4-2(L)
10 G20-2
320'160'
100'
90'
8 W1-4(L)
10 G20-2
9 C30(CA)
9 C30(CA)
9 R3-2
R3-2
8 8
W1-4(R)
10 G20-2
10 R3-6
10 R3-6
C30(CA)
9 R4-7
8 9
C30(CA)
10 R3-5(R)
R11-2
10 R3-5(R)
9 R11-2
8 R4-7
9 9
C30(CA)
PENDLETON AVE
90'
9 C30(CA)
9 C30(CA)
IMPERIAL HWY
LOS FLORES BLVD
WRIGHT RD
DUNCAN RD
W
RIG
HT RD
W
RIG
HT RD
10 W20-1
1 0
0 '
10 G20-2
8 C30(CA)
50 W1-4(R) 8
11R
11R
ACTIVE LANE IN EAST AND WESTBOUND DIRECTION.
MAINTAIN AT LEAST ONE
FORCE NORTH AND SOUTHBOUND TRAFFIC RIGHT AT INTERSECTION.
SHIFT TRAFFIC LANE AWAY FROM CENTER OF INTERSECTION.
6 6
END MERGE, BEGIN SHIFT TAPER
"IMPERIAL HWY"
END SHIFT TAPER
STA 127+03 "IMPERIAL HWY", 32' RT
BEGIN SHIFT TAPER
STA 126+16 "IMPERIAL HWY", 40' RT
12.5' O.C.
55 EA
1 12.5' O.C.
10 EA
1 12.5' O.C.1
8 EA12.5' O.C.1
29 EA
29 EA
12.5' O.C.1
12.5' O.C. 1
4 EA
1 4 EA
12.5' O.C.
112.5' O.C.
4 EA
12.5' O.C.
19 EA
1 12.5' O.C.
32 EA
1 12.5' O.C.1
3 EA
180'
100'
100'
10 G20-2
10 G20-2
10 G20-2
STA 10+29 "IMPERIAL HWY", 4' LT
BEGIN SHIFT TAPER
STA 11+19 "IMPERIAL HWY", 6' RT
END SHIFT TAPER
POST TEMPORARY "NO-PARKING"
POST TEMPORARY "NO-PARKING"
STA 125+21 "IMPERIAL HWY", 16' LT
STA 14+06 "WRIGHT RD", 7' LT
8 STA 121+14 "IMPERIAL HWY", 24' RT
STA 15+09 "WRIGHT RD", 7' LT
STA 16+89 "WRIGHT RD", 2' RT
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
BEGIN MERGING TAPER
END MERGING TAPER
10 R3-5(R)
10 R3-5(R)
5 0
'
5 0
.
1 9
'
1 3
.
4 1
'
4 2
.
2 9
'
3 2
.
8 5
'
1 1
.
6 5
'
BEGIN SHIFT TAPER
STA 127+23 "IMPERIAL HWY", 25' LT
END MERGING TAPER
"IMPERIAL HWY"
2 0
'
2 0
'
1 6
'
1 2
' 1
6 '
1 6
'
2 0
'
1 3
'
1 5
'
1 4
'
2 7
'
15'
15'
24'
24'
14'
14'
24'
24'
24'
14'
1 3
'
1 2
'
1 2
'
2 4
'
1 2
'
2 4
'
531
120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
CITY OF SOUTH GATE
CITY OF LYNWOOD
CITY OF SOUTH GATE
CITY OF LYNWOOD
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 5
CONSTRUCTION NOTES:
FEBRUARY/2023
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
Y7199 93.249
SOUTH GATE2013
LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
65 TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
W
RIGHT RD
IMPERIAL HWY
50' 50'
36.5'40.5'9.5' 13.5'
30'
30'
10' 20' 20' 10'
33'
45'
34'
11'
10.5'22.5'
PENDLETON AVE
ST JAMES AVE
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
SEE SHEET 52
13'
15'
A
A
NO SCALE
ETW
Exist
SW
AREA
Const
CONSTRUCTION NOTES:
TRAFFIC HANDLING NOTES:
5'VAR
1 12.5' O.C.
51 EA
MATCH LINE STA 18+50
IMPERIAL HWY
VAR
SEE SHEET 52
MATCH LINE STA 11+00
SEE BELOW RIGHT
SEE ABOVE LEFT
BOUND
WEST
SECTION A-A (STAGE 5)
BOUND
EAST
5'
AREA
Const
VAR
SW
VAR
Temp CHANNELIZER
"IMPERIAL HWY"
CL
WRIGHT RD AND IMPERIAL HWY.
COMPLETED THRU INTERSECTION OF
STAGE 5 - PAVEMENT REHAB
10 W12-1
9R3-1
9R3-1
8R4-8
8R11-4
9R11-2
9R11-2
8 R4-8
9 R3-1
9R11-2
9R11-2
8 R3-2
8 R3-2
100'
10 W20-1
10 10
W4-2(R)
W20-5(R)
8 C30A
11 11
100'320'110'
250'250'250'
110'
250'
250'
250'
10 G20-2
10 G20-2
10 W20-1
10 W20-5(R)
10 W4-2(R)
8 R3-7(R)
9 R11-2
9 R11-2
R4-11
M4-10(R)
50'
10M4-10(R)
42 EA
1 12.5' O.C.
12 EA
1 12.5' O.C. 1
12.5' O.C.
10W6-4
100'
320'
10 W20-1
10G20-2
51 POST TEMPORARY "NO-PARKING"
R9-3
M4-9B(L)9
9M4-9B(R)
R9-3
M4-9B(L)
9 M4-9B(L)
98 8 M4-9B(R)
9 M4-9B(R)
8 EA
L
10 C30A(CA)
"IMPERIAL HWY"
"IMPERIAL HWY"
"IMPERIAL HWY"
1 12.5' O.C.
15 EA
STA 18+32 "IMPERIAL HWY", 9'LT
W
RIG
HT RD
BEGIN SHOULDER TAPER
STA 119+82 "IMPERIAL HWY", 40'RT
STA 120+92 "IMPERIAL HWY", 30'RT
STA 124+16 "IMPERIAL HWY", 18' RT
L
100'
10 W20-1
10 G20-2
10 G20-2
10 W20-1
FULLY CLOSED TO NB AND SB AT INTERSECTION.
MAINTAIN ONE ACTIVE LANE IN EB AND WB DIRECTION. WRIGHT RD SHIFT EB AND WB TRAFFIC TOWARDS THE CENTER OF IMPERIAL HWY. 7 5
10 W6-4
7 STA 127+24 "IMPERIAL HWY", 17' LT
STA 125+30 "IMPERIAL HWY", 0'RT
STA 126+24 "IMPERIAL HWY", 0'RT
23'
12' 12'
12'
18'18'
12'
12'
12'
12'
12'
24'
12'
12'
MATCH LINE APPROX STA 130+40
MATCH LINE APPROX STA 130+40
END MERGING TAPER
BEGIN MERGING TAPER
END SHOULDER TAPER,
17.5' 17.5'
BEGIN MERGING TAPER
END MERGING TAPER
BEGIN SHOULDER TAPER
END SHOULDER TAPER
EXIST R/W
EXIST R/W EXIST R/W
1 0
0 '
320'
532
11+00
ATLANTIC AVE
ATLANTIC AVE
LOS FLORES BLVD
ST JAMES AVE
W
RIGHT RD
IMPERIAL HWY
PENDLETON AVE
PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:
FROM STATE STREET TO WRIGHT ROAD
CAPACITY ENHANCEMENTS
IMPERIAL HIGHWAY CORRIDOR
No.
Exp.
CIVIL
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:
DESIGNED BY:
OF
PLAN FILE NO.:
SHEET
DATE:SCALE:
1" = 40'DESCRIPTION
REVISIONS
DATENO.
BENCHMARK
DATE ADJ. QUAD.
ELEV.NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.
THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
CONSTRUCTION NOTES:
65 FEBRUARY/2023
DATE:
MIR T. FATTAHI, P.E.
CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.
ACTING CITY ENGINEER
Y7199 93.249
SOUTH GATE2013 TRAFFIC HANDLING PLAN - STAGE 4-5 DETOUR PLAN LEGEND:
CHANNELIZERS (SURFACE MOUNTED)
PLASTIC TRAFFIC DRUMS
CONSTRUCTION AREA SIGN
TYPE II BARRICADE
TYPE III BARRICADE
FLASHING ARROW BOARD
DIRECTION OF TRAVEL
1 2
CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE
TYPE III BARRICADE
10 11
CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15
FLASHING ARROW BOARD (L/R/DBL)
PAINTED PAVEMENT ARROW (TYPE IV(R))
PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)
PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)
TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
M. TABLAN
W
RIGHT RD
EXIST R/W
SEE SHEET 51
MATCH LINE STA 18+50
SEE SHEET 51
MATCH LINE STA 11+00
NO SCALE
DETOUR PLAN (STAGE 5)
#
LEGEND:
= CONSTRUCTION AREA SIGN
C19(CA)
AHEAD
CLOSED
ROAD
W20-2
AHEAD
DETOUR
THRU TRAFFIC
TO
ROAD CLOSED
CLOSED
ROADC2(CA) DETOUR
DETOUR
DETOUR
ENDM4-8a
16 W20-1
AHEAD
WORK
ROAD
R11-4 M4-10(R)
M4-10(L)
17 18
19 19 21
22 23
23 21
19 22
22 16
17 18
20 20
20 20
W
RIGHT RD
LOS FLORES BLVD
SIGN 16 SIGN 17 SIGN 18
SIGN 19 SIGN 20 SIGN 21
SIGN 22 SIGN 23
2 5
0 '
2 5
0 '
2 5
0 '
1 12.5' O.C.
R11-4
8M4-10(L)
2 5
0 '
2 5
0 '
2 5
0 '
1 8
0 '
"WRIGHT RD", 7' RT
100' W20-1
10 100'
10 W20-1
50'
10 10
10 10
W20-1
W20-3
W20-2
M4-10(L)
52 11R
18 EA
"WRIGHT RD", 9'LT
30'
12'
21'
BEGIN MERGING TAPER
END MERGING TAPER
"NO-PARKING"
POST TEMPORARY
2 5
0 '
2 5
0 '
10 W20-1
10 W20-3
10 W20-2
10 10
W20-5(L)
W4-2(L)
10 G20-2
533
534
535
536
537
538
539
540
541
542
543
544
545
546
1 RESOLUTION NO.__________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING STAFF TO
SOLICIT A NOTICE INVITING BIDS FOR IMPERIAL HIGHWAY CORRIDOR
CAPACITY ENHANCEMENTS FROM STATE STREET TO WRIGHT ROAD PROJECT (CIP 4011.68.106).
WHEREAS, the City of Lynwood and Los Angeles County Metropolitan Transportation Authority “LACMTA” have an agreement for improvements along Imperial Highway for capacity enhancements.; and
WHEREAS, “LACMTA” will provide funding through reimbursement for the design and construction of project.; and
WHEREAS, the project includes geometric improvements along Imperial Highway at the following locations; Imperial Highway at State Street, Imperial Highway at Long Beach Boulevard, Imperial Highway at California Avenue, Imperial Highway Bullis Road Imperial Highway at Atlantic Avenue, Imperial Highway at Wright Road; and WHEREAS, plans and specifications for the project have been prepared for the City and have been reviewed by staff.; and
WHEREAS, the probable construction estimate is $2,593,000 with $77,800 for construction contingency.; and
WHEREAS, staff is requesting authorization to solicit Notices Inviting Bids for Imperial Highway Corridor Capacity Enhancements Project; and WHEREAS, staff will review responsible bidders and make a recommendation for Council to award at a future council meeting.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LYNWOOD DOES HEREBY FIND, PROCLAIM, ORDER, AND RESOLVE AS FOLLOWS:
Section 1. The City Council of the City of Lynwood hereby finds and declares that the foregoing recitals are true and correct, and incorporates them herein as findings and as a substantive part of this Resolution.
Section 2. That the City Council approves the plans and specifications for Imperial Highway Corridor Capacity Enhancements from State Street to Wright Road Project (CIP 4011.68.106).
Section 3. That the City Council authorizes staff to solicit a Notice Inviting Bids for Imperial Highway Corridor Capacity Enhancements from State Street to Wright Road Project (CIP 4011.68.106).
547
2 Section 4. Authorize the Mayor to execute the Resolution for and on behalf of the City of Lynwood.
Section 5. This Resolution shall take effect immediately upon its adoption.
Section 6. The City Clerk shall certify as to the adoption of this City Council Resolution.
PASSED, APPROVED and ADOPTED this 2nd day May, 2023,
________________________________
Oscar Flores
Mayor
ATTEST:
________________________
Maria Quiñónez, City Clerk
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
_________________________ ________________________________ Noel Tapia Ernie Hernandez
City Attorney City Manager
_______________________________
Julian Lee
Director of Public Works
548
3 STATE OF CALIFORNIA )
)
COUNTY OF LOS ANGELES )
I, the undersigned, City Clerk of the City of Lynwood, do hereby certify that the foregoing Resolution was passed and adopted by the City Council of the City of Lynwood at a regular meeting held on the 2nd day of May 2023, and passed by the following votes:
AYES:
NOES:
ABSTAIN:
ABSENT:
________________________
Maria Quiñónez, City Clerk
STATE OF CALIFORNIA )
)
COUNTY OF LOS ANGELES )
I, the undersigned, City Clerk of the City of Lynwood, and the Clerk of the City Council of said City, do hereby certify that the above foregoing is a full, true and correct copy of Resolution No. ____________ on file in my office and that said Resolution was adopted on the date and by the vote therein stated. Dated this 2nd day of May 2023. ________________________
Maria Quiñónez, City Clerk
549
AGENDA STAFF REPORT
DATE:
May
2, 2023
TO:
Honorable Mayor and Members of the City Council
APPROVED BY:
Ernie Hernandez, City Manager
PREPARED BY:
Gabriel Linares, Director of Community Development
SUBJECT:
COMMERCIAL FACADE GRANT PROGRAM APPLICATION STATUS
Agenda Item # 9.4.
Recommendation:
Staff recommends that the City Council receive and file this Commercial Facade Grant report.
Background:
At its regular meeting of April 19, 2022, the Lynwood City Council approved Resolution No. 2022.065 appropriating $830,000 in ARPA funding for program implementation of a Commercial Façade Grant utilizing Coronavirus Local Recovery Funds awarded to the City of Lynwood under the American Rescue Plan Act of 2021 (ARPA).
The grant program established the Business Beautification/Façade Improvement Plan to issue grants with an initial grant amount of $10,000, that would support basic repairs, facade improvements and beautification of high-need commercial corridors in the city affected by COVID -19 closures and other safety or quality of life impacts.
Discussion and Analysis:
The City Council has received updates and provided staff direction for further discussion and implementation of the program at the regular City Council meetings of March 21, 2023, and April 4, 2023, and April 18, 2023.
City Council City Council Regular Meeting 550
Table 1 and Table 2
On April 4, 2023, the City Council directed staff to fund 75 applicants. Subsequently, at the April 18, 2023, regular City Council meeting, the City Council authorized an increase to the grant amount to $20,000 and allowed staff the flexibility to award up to $25,000 based on funding availability due to the increase cost of materials and labor and the bids received thus far. The increase would allow staff to move forward with the improvements for applicants that have received bids within the approved City Council grant amount.
A budget amount of $160,000 has been set aside for eight (8) businesses that have qualified for the program and the total amount of bids received are within the approved City Council grant amount. Since some of the bids received are lower than the grant amount, this allows the city to award the max of $25,000 to two (2) of the businesses identified below (Jamal’s Barbershop and Winstar Donuts) based on the budget available (a 5% contingency has been included in the calculation).
At this time, staff will move forward with awarding grant funds to the eight (8) businesses based on the availability of funds. Below is a list of the businesses that have qualified for the program and received bids over the grant amount. Staff will work with them to reduce the scope and/or re-bid project.
Fiscal Impact:
ARPA funds have been set aside for this program. There is no impact to the City’s General Fund.
Coordinated With:
City Manager's Office
ATTACHMENTS:
Description
City Council City Council Regular Meeting 551
Businesses to Be Awarded Construction Grant Amount
Lowest Bid (to
be Awarded) Bid 1 Bid 2 Scope of Work:
Business B New Imperial Body Shop - 11151 Atlantic Ave $20,000.00 $17,755.00 $17,755.00 $50,202.00 Window Replacement, Security Lighting, Cameras,
Exterior Pain
Business C Galaviz Printing - 11306 Long Beach Blvd $20,000.00 $16,830.00 $16,830.00 $31,320.00 Sign, Exterior Paint Business D Matthew Millen - 11310 Long Beach Blvd $20,000.00 $13,540.00 $13,540.00 $32,830.00 Awning, Exterior Paint Business F Jamal's Barbershop - 11591 Atlantic Ave $20,000.00 $23,160.00 $23,160.00 $44,987.00 Sign, Window Replacement, Lighting Business G LA Finance - 11302 Long Beach Blvd $20,000.00 $18,160.00 $18,160.00 $35,930.00 Window Replacement Business H Winstar Donuts - 11326 Long Beach Blvd $20,000.00 $24,960.00 $24,960.00 $45,720.00 Storefront Changeout Business I InterFirst Safety -3550 E Imperial Hwy $20,000.00 $18,660.00 $18,660.00 $26,680.00 Cabinets, Lighting, Door Repair Business J Classify Auto Insurance - 10118 Long Beach Blvd $20,000.00 $18,300.00 $18,300.00 $36,100.00 Channel Lettering Sign, Veneer, Window
Replacement
Grant Totals $160,000.00 $151,365.00 Bid Totals
$7,568.25 +5% Contingency
$158,933.25 Projected Payments
TABLE 1
552
Businesses to be Rescoped for Updated Bids Work Requested with Original Bid Bid 1 Bid 2 Business A Alfaro Income Tax - 11170 Atlantic Ave #1 Cameras, Exterior Trim $25,895.00 $72,420.00 Business E UP Insurance Services - 11125 Atlantic Ave Sign, Exterior Trim, Overhang, Exterior Paint $30,930.00 $56,920.00 Business K Locochon Smoke Shop - 10118-A Long Beach Blvd Door/Electric Strike, Channel Lettering Sign, Veneer,
Window Replacement $34,350.00 $44,810.00
Business L Ramirez Dental Lab - 11593 Atlantic Ave
Channel Lettering Sign, Window/Door, Lighting,
Overhang, Pressure Wash. $44,420.00 $68,820.00
TABLE 2
553
AGENDA STAFF REPORT
DATE:
May
2, 2023
TO:
Honorable Mayor and Members of the City Council
APPROVED BY:
Ernie Hernandez, City Manager
PREPARED BY:
Maria Quinonez, City Clerk
Silvia Pineda, Assistant to the City Clerk
SUBJECT:
REVIEW OF BOARD, COMMISSION AND COMMITTEE MEMBERS &
ANNUAL BOARDS, COMMISSIONS AND COMMITTEES LOCAL
APPOINTMENT LIST
Agenda Item # 9.5.
Recommendation:
Staff recommends that the City Council review the list of Board and Commission Members.
Currently there are two (2) vacancies to the Boards and Commissions, including the Community Development Block Grant Board and the Planning Commission. The City Council may make any adjustments to these Boards and Commissions, as it deems appropriate, in accordance with the rules outlined below.
Background:
At its February 21, 2023 City Council meeting, members of the City Council made appointments to the various City of Lynwood Boards and Commissions.
Currently there are
two (2) vacancies to the Boards and Commissions, including the Community Development Block Grant Board and the Planning Commission.
Discussion and Analysis:
Lynwood Municipal Code Subsection 2-12.4 specifies the appointment and term of members:
a. Candidates for appointment to the subsidiary public bodies shall be nominated by a council member and confirmed by a vote of the council. The appointed and confirmed candidates shall serve on the subsidiary public bodies to which they have been appointed until the earlier of:
1. A replacement is presented to the council for confirmation by the appointing council member,
City Council City Council Regular Meeting 554
4-18-23 - APPOINTMENT LIST - MADDY ACT 2023.docx
2. The appointing council member's term in office has ended; or
3. The resignation of an appointee.
b. Members of subsidiary public bodies shall hold office until their successors are appointed, qualified and take office.
c. Any and all provisions of this code relating to terms of office for members of subsidiary public bodies are hereby repealed and shall be governed by the provisions of this section (Ord. #1584,
§1)
LMC Subsection 2-12.1 (a)(2) states "The city council may remove any member of any commission, board or committee at any time and without cause; provided, however, that any action of the city council to remove a member of the personnel board from office prior to the expiration of his term shall not be effective unless approved by at least four (4) councilmembers."
Fiscal Impact:
N/A
Coordinated With:
N/A
ATTACHMENTS:
Description
City Council City Council Regular Meeting 555
BOARD, COMMISSION AND COMMITTEE APPOINTMENTS LIST THROUGH DECEMBER 31, 2023 In compliance with the requirement of the Maddy Act, pursuant to Government Code Section 54972, the following is a list of the City of Lynwood’s Boards and Commission members whose terms run through December 31, 2023. The qualifications necessary to be appointed to a Board or Commission include being a resident of the City of Lynwood and at least 18 years of age. Appointment dates are shown following each name.
CDBG BOARD PUBLIC SAFETY/TRAFFIC
& PARKING COMMISSION
PERSONNEL BOARD PLANNING COMMISSION CITIZEN OVERSIGHT
COMMITTEE
Meets the 1st Wednesday of
each month at 6:00 p.m. in
designated location on an as
needed basis
Director: Gabriel Linares
Staff: Suzanne Trejo
Meets the 4th Thursday of each
month at 6:00 p.m. in
designated location on an as
needed basis
Director: Julian Lee
Staff: Dylan Watters
Meets the 3rd Thursday of
each month at 5:00 p.m. in
designated location
Director: Patrick Matson
Staff: Maria Salas
Meets the 2nd Tuesday of
each month at 6:00 p.m. in
designated location
Director: Gabriel Linares
Staff: Tom Fimbres
Meets the 4th Wednesday of
each month at 6:00 p.m. in
designated location
Director: Gabriel Linares
Staff: Suzanne Trejo
SYLVIA RAMIREZ
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Flores
FRANK CARRASCO
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Flores
DEONDRA TISDALE
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Flores
ARTURO RAMIREZ
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Flores
DANIEL SALAZAR
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Flores
CHRISTOPHER ACOSTA
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Pro Tem Soto
EFREN LOPEZ
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Pro Tem Soto
ROSEMILLIE LOPEZ
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Pro Tem Soto
KENNETH WEST
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Pro Tem Soto
ANDREA LOPEZ
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Mayor Pro Tem Soto
AXEL PEREZ
Appointment Date: 1/17/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Camacho
ERICA PARADA
Appointment Date: 2/21/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Camacho
LILIANA DELGADILLO
Appointment Date: 1/17/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Camacho
JORGE DIAZ
Appointment Date: 1/17/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Camacho
JULIAN DEL REAL-
CALLEROS
Appointment Date: 1/17/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Camacho
VACANT
Appointment Date:
Term Expires: 12/31/2023
Appointed by:
Council Member Munoz-
Guevara
ROWLAND BECERRA
Appointment Date: 12/20/2022
Term Expires: 12/31/2023
Appointed by:
Council Member Munoz-
Guevara
LINDA GEORGE
Appointment Date: 2/21/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Munoz-
Guevara
LORRAINE MOORE
Appointment Date: 12/20/2022
Term Expires: 12/31/2023
Appointed by:
Council Member Munoz-
Guevara
JACKIE ESPINOZA-
CHAVEZ
Appointment Date: 2/21/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Munoz-
Guevara
YOLANDA RODRIGUEZ-
GONZALEZ
Re-Appointment Date:
1/17/2023
Term Expires: 12/31/2023
Appointed by:
Council Member Solache
JOE BATTLE
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Council Member Solache
GARY HARDIE
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Council Member Solache
ROBERT GOMEZ
Re-Appointment Date:
12/20/2022
Term Expires: 02/07/2023
Appointed by:
Council Member Solache
BRENDA RIVERA
Re-Appointment Date:
12/20/2022
Term Expires: 12/31/2023
Appointed by:
Council Member Solache
Updated: 2/22/23
556