Income Earned
As of November 30, 2022
City of Gardena Consolidated
Account #10647
CUSIP
Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
79466LAG9
Salesforce.com Inc
Callable Note Cont
7/15/2022
0.625%
Due
07/15/2024
06/29/2021
07/12/2021
35,000.00
34,989.90
0.00 0.00
34,990.38
64.41 0.00
82.64 18.23
0.48 0.00
0.48 18.71
18.71 808513BN4
Charles Schwab Corp
Callable Note Cont
2/18/2024
0.75%
Due
03/18/2024
Various
Various
245,000.00
245,522.33
0.00 0.00
245,489.19
219.48
0.00 372.61
153.13
1.30 34.44
(
33.14 )
119.99
119.99
857477BR3
State Street Bank
Callable Note Cont
2/6/2025
1.746%
Due
02/06/2026
02/02/2022
02/07/2022
90,000.00
90,000.00
0.00 0.00
90,000.00
371.03
0.00 501.98
130.95
0.00 0.00
0.00 130.95
130.95
89114QCB2
Toronto Dominion Bank
Note
3.25%
Due
03/11/2024
Various
Various
500,000.00
511,402.95
0.00 0.00
510,713.26
2,256.95
0.00 3,611.11
1,354.16
0.00 689.69
(
689.69
)
664.47
664.47
89232HAC9
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
05/15/2024
07/06/2020
07/08/2020
51,114.22
61,052.74
0.00 9,406.89
51,539.21
44.65 83.72
37.71 76.78
0.00 106.64
(
106.64
)
(
29.86 )
(29.86)
89236TJH9
Toyota Motor Credit Corp
Note
0.5%
Due
06/18/2024
12/06/2021
12/08/2021
300,000.00
297,234.51
0.00 0.00
297,373.94
554.17
0.00 679.17
125.00
139.43
0.00 139.43
264.43
264.43
89236XAC0
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
01/15/2025
10/06/2020
10/13/2020
36,869.26
40,503.55
0.00 3,638.20
36,865.83
6.30 11.81
5.74 11.25
0.48 0.00
0.48 11.73
11.73 89238FAD5
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
09/15/2026
04/07/2022
04/13/2022
115,000.00
114,997.77
0.00 0.00
114,997.83
149.76
280.79
149.76
280.79
0.06 0.00
0.06 280.85
280.85
89238JAC9
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
04/15/2026
11/09/2021
11/15/2021
65,000.00
64,999.03
0.00 0.00
64,999.06
20.51 38.46
20.51 38.46
0.03 0.00
0.03 38.49
38.49 Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Income Earned
As of November 30, 2022
City of Gardena Consolidated
Account #10647
CUSIP
Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
90331HNV1
US Bank NA
Callable Note Cont
6/23/2023
3.4%
Due
07/24/2023
05/17/2019
05/21/2019
250,000.00
251,048.61
0.00 0.00
250,914.18
2,290.28
0.00 2,998.61
708.33
0.00 134.43
(
134.43
)
573.90
573.90
9128284Z0
US Treasury
Note
2.75%
Due
08/31/2025
Various
Various
750,000.00
786,753.79
0.00 0.00
785,687.43
3,532.46
0.00 5,241.71
1,709.25
0.00 1,066.36
(
1,066.36
)
642.89
642.89
9128286L9
US Treasury
Note
2.25%
Due
03/31/2026
02/25/2022
02/28/2022
750,000.00
758,416.45
0.00 0.00
758,213.81
1,483.52
0.00 2,874.31
1,390.79
0.00 202.64
(
202.64
)
1,188.15
1,188.15
912828B66
US Treasury
Note
2.75%
Due
02/15/2024
02/15/2022
02/16/2022
750,000.00
761,148.85
0.00 0.00
760,438.73
4,371.60
0.00 6,052.99
1,681.39
0.00 710.12
(
710.12
)
971.27
971.27
912828M80
US Treasury
Note
Due
11/30/2022
Various
Various
0.00 550,543.80
0.00 550,000.00
0.00 4,628.41
5,500.00
0.00 871.59
0.00 543.80
(
543.80
)
327.79
327.79
912828P38
US Treasury
Note
1.75%
Due
01/31/2023
08/29/2022
08/30/2022
450,000.00
448,545.81
0.00 0.00
449,025.21
1,990.15
0.00 2,632.13
641.98
479.40
0.00 479.40
1,121.38
1,121.38
912828R36
US Treasury
Note
1.625%
Due
05/15/2026
10/14/2021
10/15/2021
250,000.00
255,516.22
0.00 0.00
255,388.04
1,876.70
2,031.25
179.56
334.11
0.00 128.18
(
128.18
)
205.93
205.93
912828T26
US Treasury
Note
1.375%
Due
09/30/2023
Various
Various
750,000.00
752,253.88
0.00 0.00
752,050.82
906.60
0.00 1,756.52
849.92
131.95
335.01
(
203.06
)
646.86
646.86
912828U24
US Treasury
Note
2%
Due
11/15/2026
03/29/2022
03/30/2022
625,000.00
611,839.36
0.00 0.00
612,107.04
5,774.46
6,250.00
552.49
1,028.03
267.68
0.00 267.68
1,295.71
1,295.71
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Income Earned
As of November 30, 2022
City of Gardena Consolidated
Account #10647
CUSIP
Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
912828V80
US Treasury
Note
2.25%
Due
01/31/2024
Various
Various
750,000.00
763,089.95
0.00 0.00
762,228.77
4,264.61
0.00 5,640.29
1,375.68
0.00 861.18
(
861.18
)
514.50
514.50
912828VB3
US Treasury
Note
1.75%
Due
05/15/2023
Various
Various
750,000.00
753,815.51
0.00 0.00
753,228.50
6,063.18
6,562.50
580.11
1,079.43
0.00 587.01
(
587.01
)
492.42
492.42
912828W71
US Treasury
Note
2.125%
Due
03/31/2024
Various
Various
750,000.00
765,302.70
0.00 0.00
764,413.00
1,401.10
0.00 2,714.63
1,313.53
0.00 889.70
(
889.70
)
423.83
423.83
912828WJ5
US Treasury
Note
2.5%
Due
05/15/2024
Various
Various
750,000.00
765,780.04
0.00 0.00
764,936.18
8,661.68
9,375.00
828.73
1,542.05
0.00 843.86
(
843.86
)
698.19
698.19
912828X88
US Treasury
Note
2.375%
Due
05/15/2027
06/09/2022
06/10/2022
350,000.00
339,572.74
0.00 0.00
339,761.64
3,840.01
4,156.25
367.40
683.64
188.90
0.00 188.90
872.54
872.54
912828Y87
US Treasury
Note
1.75%
Due
07/31/2024
01/31/2020
01/31/2020
300,000.00
302,020.45
0.00 0.00
301,925.44
1,326.77
0.00 1,754.76
427.99
0.00 95.01
(
95.01 )
332.98
332.98
912828YG9
US Treasury
Note
1.625%
Due
09/30/2026
12/28/2021
12/29/2021
300,000.00
304,360.16
0.00 0.00
304,268.63
428.57
0.00 830.36
401.79
0.00 91.53
(
91.53 )
310.26
310.26
912828YW4
US Treasury
Note
1.625%
Due
12/15/2022
02/15/2022
02/16/2022
750,000.00
750,559.16
0.00 0.00
750,177.92
4,628.59
0.00 5,627.56
998.97
0.00 381.24
(
381.24
)
617.73
617.73
912828Z52
US Treasury
Note
1.375%
Due
01/31/2025
02/17/2022
02/18/2022
750,000.00
744,526.81
0.00 0.00
744,726.57
2,606.15
0.00 3,446.84
840.69
199.76
0.00 199.76
1,040.45
1,040.45
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Income Earned
As of November 30, 2022
City of Gardena Consolidated
Account #10647
CUSIP
Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
912828ZD5
US Treasury
Note
0.5%
Due
03/15/2023
12/28/2021
12/29/2021
325,000.00
325,030.86
0.00 0.00
325,023.95
210.98
0.00 345.65
134.67
0.00 6.91
(
6.91 )
127.76
127.76
912828ZF0
US Treasury
Note
0.5%
Due
03/31/2025
03/25/2021
03/29/2021
350,000.00
349,341.36
0.00 0.00
349,363.79
153.85
0.00 298.08
144.23
22.43 0.00
22.43 166.66
166.66
912828ZT0
US Treasury
Note
0.25%
Due
05/31/2025
02/25/2021
02/26/2021
365,000.00
361,761.05
0.00 0.00
361,864.20
383.95
456.25
2.51 74.81
103.15
0.00 103.15
177.96
177.96
912828ZU7
US Treasury
Note
0.25%
Due
06/15/2023
02/15/2022
02/16/2022
750,000.00
744,924.74
0.00 0.00
745,598.45
712.09
0.00 865.78
153.69
673.71
0.00 673.71
827.40
827.40
91282CAZ4
US Treasury
Note
0.375%
Due
11/30/2025
Various
Various
750,000.00
738,587.55
0.00 0.00
738,891.89
1,183.40
1,406.25
7.74 230.59
304.34
0.00 304.34
534.93
534.93
91282CBV2
US Treasury
Note
0.375%
Due
04/15/2024
Various
Various
500,000.00
500,067.85
0.00 0.00
500,064.01
87.57 0.00
242.10
154.53
4.89 8.73
(
3.84 )
150.69
150.69
91282CCG4
US Treasury
Note
0.25%
Due
06/15/2024
06/17/2021
06/18/2021
400,000.00
398,857.50
0.00 0.00
398,915.40
379.78
0.00 461.75
81.97 57.90
0.00 57.90
139.87
139.87
91282CCT6
US Treasury
Note
0.375%
Due
08/15/2024
08/25/2021
08/26/2021
400,000.00
399,463.99
0.00 0.00
399,488.61
317.93
0.00 440.22
122.29
24.62 0.00
24.62 146.91
146.91
91282CDH1
US Treasury
Note
0.75%
Due
11/15/2024
11/18/2021
11/19/2021
750,000.00
748,720.81
0.00 0.00
748,772.32
2,598.51
2,812.50
248.62
462.61
51.51 0.00
51.51 514.12
514.12
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Income Earned
As of November 30, 2022
City of Gardena Consolidated
Account #10647
CUSIP
Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
91282CEF4
US Treasury
Note
2.5%
Due
03/31/2027
Various
Various
750,000.00
737,589.78
0.00 0.00
737,820.89
1,648.35
0.00 3,193.68
1,545.33
231.11
0.00 231.11
1,776.44
1,776.44
91282CFM8
US Treasury
Note
4.125%
Due
09/30/2027
10/26/2022
10/27/2022
570,000.00
568,423.53
0.00 0.00
568,449.90
2,067.03
0.00 4,004.88
1,937.85
26.37 0.00
26.37 1,964.22
1,964.22
91324PEB4
United Health Group Inc
Callable Note Cont
5/15/2022
0.55%
Due
05/15/2024
11/24/2021
11/29/2021
500,000.00
496,101.74
0.00 0.00
496,310.20
1,268.06
1,375.00
122.22
229.16
208.46
0.00 208.46
437.62
437.62
92290BAA9
Verizon Owner Trust
2020
-B A
0.47%
Due
02/20/2025
08/04/2020
08/12/2020
78,154.64
91,388.87
0.00 13,244.00
78,146.58
13.13 35.80
11.22 33.89
1.71 0.00
1.71 35.60
35.60 92348AAA3
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
04/22/2024
10/01/2019
10/08/2019
5,915.17
9,586.28
0.00 3,671.35
5,915.03
5.68 15.50
3.51 13.33
0.10 0.00
0.10 13.43
13.43 931142ER0
Wal-Mart Stores
Callable Note Cont
08/17/2026
1.05%
Due
09/17/2026
09/08/2021
09/17/2021
40,000.00
39,941.37
0.00 0.00
39,942.62
51.33 0.00
86.33 35.00
1.25 0.00
1.25 36.25
36.25 931142EW9
Wal-Mart Stores
Note
3.9%
Due
09/09/2025
09/06/2022
09/09/2022
80,000.00
79,946.71
0.00 0.00
79,948.24
450.67
0.00 710.67
260.00
1.53 0.00
1.53 261.53
261.53
931142EX7
Wal-Mart Stores
Callable Note Cont
09/09/2027
3.95%
Due
09/09/2027
09/27/2022
09/29/2022
225,000.00
217,723.93
0.00 0.00
217,847.04
1,283.75
0.00 2,024.38
740.63
123.11
0.00 123.11
863.74
863.74
Total Fixed Income
30,873,309.15
31,557,254.44
0.00 600,120.24
30,949,200.44
131,830.13
65,109.98
113,715.52
46,995.37
4,230.60
12,164.36
(
7,933.76
)
39,061.61
39,061.61
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Income Earned
As of November 30, 2022
City of Gardena Consolidated
Account #10647
CUSIP
Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
CASH & EQUIVALENT
31846V203
First American
Govt Obligation Fund Class Y
Various
Various
670,223.01
4,751.21
665,471.80
0.00 670,223.01
0.00 241.58
0.00 241.58
0.00 0.00
0.00 241.58
241.58
Total Cash & Equivalent
670,223.01
4,751.21
665,471.80
0.00 670,223.01
0.00 241.58
0.00 241.58
0.00 0.00
0.00 241.58
241.58
LOCAL AGENCY INVESTMENT FUND
90LAIF$00
Local Agency Investment Fund
State Pool
Various
Various
37,871,483.44
37,871,483.44
0.00 0.00
37,871,483.44
56,781.12
0.00 119,222.36
62,441.24
0.00 0.00
0.00 62,441.24
62,441.24
Total Local Agency Investment Fund
37,871,483.44
37,871,483.44
0.00 0.00
37,871,483.44
56,781.12
0.00 119,222.36
62,441.24
0.00 0.00
0.00 62,441.24
62,441.24
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Income Earned
As of November 30, 2022
City of Gardena Consolidated
Account #10647
CUSIP
Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
INVESTMENT POOL
09CATR$05
CalTrust
Medium Term Fund
Various
Various
660,723.71
6,632,739.74
12,039.99
0.00 6,644,779.73
0.00 12,039.99
0.00 12,039.99
0.00 0.00
0.00 12,039.99
12,039.99
Total Investment Pool
660,723.71
6,632,739.74
12,039.99
0.00 6,644,779.73
0.00 12,039.99
0.00 12,039.99
0.00 0.00
0.00 12,039.99
12,039.99
TOTAL PORTFOLIO
70,075,739.31
76,066,228.83
677,511.79
600,120.24
76,135,686.62
188,611.25
77,391.55
232,937.88
121,718.18
4,230.60
12,164.36
(
7,933.76
)
113,784.42
113,784.42
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
12/01/2022
Purchase
023135CN4
395,000.00
Amazon.com Inc Note
4.6%
Due
12/1/2025
-394,976.30
0.00 -394,976.30
12/01/2022
Short Sale
31846V203
-394,976.30
First American Govt Obligation Fund Class Y
394,976.30
0.00 394,976.30
12/08/2022
Interest
3130A0F70
350,000.00
FHLB Note
3.375%
Due
12/8/2023
0.00 5,906.25
5,906.25
12/14/2022
Interest
3130A1XJ2
155,000.00
FHLB Note
2.875%
Due
6/14/2024
0.00 2,228.13
2,228.13
12/15/2022
Interest
63743HFE7
95,000.00
National Rural Utilities Note
3.45%
Due
6/15/2025
0.00 2,012.02
2,012.02
12/15/2022
Interest
912828ZU7
750,000.00
US Treasury Note
0.25%
Due
6/15/2023
0.00 937.50
937.50
12/15/2022
Interest
91282CCG4
400,000.00
US Treasury Note
0.25%
Due
6/15/2024
0.00 500.00
500.00
12/15/2022
Maturity
912828YW4
750,000.00
US Treasury Note
1.625%
Due
12/15/2022
750,000.00
6,093.75
756,093.75
12/15/2022
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
12/15/2022
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
888.99
29.22 918.21
12/15/2022
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,900.09
70.71 3,970.80
12/15/2022
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
12/15/2022
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
0.00 30.33
30.33 12/15/2022
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
0.00 26.67
26.67 12/15/2022
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
12/15/2022
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,419.77
16.76 2,436.53
12/15/2022
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 1,741.91
1,741.91
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
12/15/2022
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
0.00 38.46
38.46 12/15/2022
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
12/15/2022
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,482.48
10.75 1,493.23
12/15/2022
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
12/16/2022
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
12/18/2022
Interest
89236TJH9
300,000.00
Toyota Motor Credit Corp Note
0.5%
Due
6/18/2024
0.00 750.00
750.00
12/18/2022
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
12/18/2022
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,900.04
14.45 3,914.49
12/20/2022
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,879.91
30.61 2,910.52
12/20/2022
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
322.38
9.56 331.94
12/21/2022
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,765.45
13.58 3,779.03
12/21/2022
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
0.00 62.33
62.33 12/25/2022
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
0.00 77.92
77.92 12/25/2022
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
0.00 13.75
13.75 12/25/2022
Paydown
3137B4GY6
275,000.00
FHLMC K
032
A
2 3.31%
Due
5/25/2023
0.00 758.54
758.54
12/26/2022
Interest
3137EAES4
300,000.00
FHLMC Note
0.25%
Due
6/26/2023
0.00 375.00
375.00
12/30/2022
Call
747525AR4
500,000.00
Qualcomm Inc Callable Note Cont
12/30/2022
2.6%
Due
1/30/2023
500,000.00
5,416.67
505,416.67
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
DEC 2022
1,269,559.11
29,498.25
1,299,057.36
01/06/2023
Interest
3133ENKS8
750,000.00
FFCB Note
1.125%
Due
1/6/2025
0.00 4,218.76
4,218.76
01/10/2023
Interest
3135G05G4
250,000.00
FNMA Note
0.25%
Due
7/10/2023
0.00 312.50
312.50
01/15/2023
Interest
79466LAG9
35,000.00
Salesforce.com Inc Callable Note Cont
7/15/2022
0.625%
Due
7/15/2024
0.00 109.38
109.38
01/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,778.11
65.31 3,843.42
01/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,477.74
10.32 1,488.06
01/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
01/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
01/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
0.00 30.33
30.33 01/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
890.99
27.79 918.78
01/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
01/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
01/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
01/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
01/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,150.46
26.67 6,177.13
01/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
0.00 38.46
38.46 01/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,420.56
16.03 2,436.59
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
01/16/2023
Dividend
90LAIF$00
2,308,362,280.70
Local Agency Investment Fund State Pool
0.00 119,215.87
119,215.87
01/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
01/17/2023
Interest
61747YET8
175,000.00
Morgan Stanley Callable Note Cont
7/17/2025
4.679%
Due
7/17/2026
0.00 4,025.89
4,025.89
01/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,901.24
13.25 3,914.49
01/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
01/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,881.04
29.48 2,910.52
01/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
323.11
9.04 332.15
01/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,766.37
12.73 3,779.10
01/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
0.00 62.33
62.33 01/24/2023
Interest
90331HNV1
250,000.00
US Bank NA Callable Note Cont
6/23/2023
3.4%
Due
7/24/2023
0.00 4,250.00
4,250.00
01/25/2023
Paydown
3137B4GY6
275,000.00
FHLMC K
032
A
2 3.31%
Due
5/25/2023
0.00 758.54
758.54
01/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,161.13
13.75 4,174.88
01/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
0.00 77.92
77.92 01/31/2023
Interest
912828Z52
750,000.00
US Treasury Note
1.375%
Due
1/31/2025
0.00 5,156.25
5,156.25
01/31/2023
Interest
912828Y87
300,000.00
US Treasury Note
1.75%
Due
7/31/2024
0.00 2,625.00
2,625.00
01/31/2023
Interest
912828V80
750,000.00
US Treasury Note
2.25%
Due
1/31/2024
0.00 8,437.50
8,437.50
01/31/2023
Maturity
912828P38
450,000.00
US Treasury Note
1.75%
Due
1/31/2023
450,000.00
3,937.50
453,937.50
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
JAN 2023
479,750.75
156,747.15
636,497.90
02/06/2023
Interest
594918BX1
200,000.00
Microsoft Callable Note Cont
12/6/2023
2.875%
Due
2/6/2024
0.00 2,875.00
2,875.00
02/06/2023
Interest
857477BR3
90,000.00
State Street Bank Callable Note Cont
2/6/2025
1.746%
Due
2/6/2026
0.00 785.70
785.70
02/09/2023
Interest
69371RR40
80,000.00
Paccar Financial Corp Note
0.5%
Due
8/9/2024
0.00 200.00
200.00
02/14/2023
Interest
3133ENPG9
415,000.00
FFCB Note
1.75%
Due
2/14/2025
0.00 3,631.25
3,631.25
02/15/2023
Interest
912828B66
750,000.00
US Treasury Note
2.75%
Due
2/15/2024
0.00 10,312.50
10,312.50
02/15/2023
Interest
91282CCT6
400,000.00
US Treasury Note
0.375%
Due
8/15/2024
0.00 750.00
750.00
02/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
02/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,472.95
9.89 1,482.84
02/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
02/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
02/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
02/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
0.00 38.46
38.46 02/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
02/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,421.35
15.30 2,436.65
02/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
0.00 30.33
30.33 02/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,151.02
24.62 6,175.64
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
02/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
02/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
893.01
26.35 919.36
02/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,655.62
60.09 3,715.71
02/16/2023
Interest
06406FAD5
200,000.00
Bank of NY Mellon Corp Callable Note Cont
6/16/2023
2.2%
Due
8/16/2023
0.00 2,200.00
2,200.00
02/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
02/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,902.44
12.05 3,914.49
02/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
02/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,882.17
28.35 2,910.52
02/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
323.83
8.52 332.35
02/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,767.27
11.89 3,779.16
02/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
0.00 62.33
62.33 02/24/2023
Interest
3137EAEV7
300,000.00
FHLMC Note
0.25%
Due
8/24/2023
0.00 375.00
375.00
02/25/2023
Paydown
3137B4GY6
275,000.00
FHLMC K
032
A
2 3.31%
Due
5/25/2023
68,431.14
758.54
69,189.68
02/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
0.00 77.92
77.92 02/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,162.13
12.61 4,174.74
02/28/2023
Interest
9128284Z0
750,000.00
US Treasury Note
2.75%
Due
8/31/2025
0.00 10,312.50
10,312.50
FEB 2023
98,062.93
35,885.75
133,948.68
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
03/01/2023
Interest
46647PAH9
500,000.00
JP Morgan Chase & Co Callable Note
2 X
3/1/2024
3.22%
Due
3/1/2025
0.00 8,050.00
8,050.00
03/07/2023
Interest
24422EWB1
130,000.00
John Deere Capital Corp Note
2.125%
Due
3/7/2025
0.00 1,381.25
1,381.25
03/08/2023
Interest
3137EAEW5
300,000.00
FHLMC Note
0.25%
Due
9/8/2023
0.00 375.00
375.00
03/08/2023
Interest
3130AT3H8
700,000.00
FHLB Note
3.375%
Due
3/8/2024
0.00 12,731.25
12,731.25
03/09/2023
Interest
931142EW9
80,000.00
Wal-Mart Stores Note
3.9%
Due
9/9/2025
0.00 1,560.00
1,560.00
03/09/2023
Interest
931142EX7
225,000.00
Wal-Mart Stores Callable Note Cont
09/09/2027
3.95%
Due
9/9/2027
0.00 4,443.75
4,443.75
03/10/2023
Maturity
3130ADRG9
350,000.00
FHLB Note
2.75%
Due
3/10/2023
350,000.00
4,812.50
354,812.50
03/11/2023
Interest
89114QCB2
500,000.00
Toronto Dominion Bank Note
3.25%
Due
3/11/2024
0.00 8,125.00
8,125.00
03/12/2023
Interest
3135G0U43
350,000.00
FNMA Note
2.875%
Due
9/12/2023
0.00 5,031.25
5,031.25
03/15/2023
Interest
437076CR1
110,000.00
Home Depot Callable Note Cont
8/15/2025
4%
Due
9/15/2025
0.00 2,151.11
2,151.11
03/15/2023
Maturity
912828ZD5
325,000.00
US Treasury Note
0.5%
Due
3/15/2023
325,000.00
812.50
325,812.50
03/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
03/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
0.00 30.33
30.33 03/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,151.59
22.57 6,174.16
03/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
03/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
03/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,532.62
55.03 3,587.65
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
03/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,468.11
9.46 1,477.57
03/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,422.13
14.58 2,436.71
03/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
03/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
03/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
03/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
895.01
24.92 919.93
03/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
0.00 38.46
38.46 03/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
03/17/2023
Interest
931142ER0
40,000.00
Wal-Mart Stores Callable Note Cont
08/17/2026
1.05%
Due
9/17/2026
0.00 210.00
210.00
03/18/2023
Interest
808513BN4
245,000.00
Charles Schwab Corp Callable Note Cont
2/18/2024
0.75%
Due
3/18/2024
0.00 918.75
918.75
03/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
03/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,903.64
10.85 3,914.49
03/19/2023
Interest
459058GQ0
225,000.00
Intl. Bank Recon & Development Note
2.5%
Due
3/19/2024
0.00 2,812.50
2,812.50
03/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
324.56
8.00 332.56
03/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,883.29
27.23 2,910.52
03/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,768.18
11.04 3,779.22
03/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
0.00 62.33
62.33 Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
03/23/2023
Interest
4581X0DZ8
260,000.00
Inter-American Dev Bank Note
0.5%
Due
9/23/2024
0.00 650.00
650.00
03/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,163.14
11.46 4,174.60
03/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
0.00 77.92
77.92 03/25/2023
Paydown
3137B4GY6
275,000.00
FHLMC K
032
A
2 3.31%
Due
5/25/2023
68,643.27
569.79
69,213.06
03/31/2023
Interest
91282CFM8
570,000.00
US Treasury Note
4.125%
Due
9/30/2027
0.00 11,756.25
11,756.25
03/31/2023
Interest
912828W71
750,000.00
US Treasury Note
2.125%
Due
3/31/2024
0.00 7,968.75
7,968.75
03/31/2023
Interest
912828YG9
300,000.00
US Treasury Note
1.625%
Due
9/30/2026
0.00 2,437.50
2,437.50
03/31/2023
Interest
912828T26
750,000.00
US Treasury Note
1.375%
Due
9/30/2023
0.00 5,156.25
5,156.25
03/31/2023
Interest
912828ZF0
350,000.00
US Treasury Note
0.5%
Due
3/31/2025
0.00 875.00
875.00
03/31/2023
Interest
91282CEF4
750,000.00
US Treasury Note
2.5%
Due
3/31/2027
0.00 9,375.00
9,375.00
03/31/2023
Interest
9128286L9
750,000.00
US Treasury Note
2.25%
Due
3/31/2026
0.00 8,437.50
8,437.50
MAR 2023
773,155.54
104,311.63
877,467.17
04/15/2023
Interest
91282CBV2
500,000.00
US Treasury Note
0.375%
Due
4/15/2024
0.00 937.50
937.50
04/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
04/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,463.23
9.03 1,472.26
04/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,152.15
20.52 6,172.67
04/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,409.10
50.14 3,459.24
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
04/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
04/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,422.92
13.85 2,436.77
04/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
0.00 30.33
30.33 04/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
897.02
23.48 920.50
04/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
04/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
04/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
04/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
04/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
0.00 38.46
38.46 04/16/2023
Interest
3137EAEY1
225,000.00
FHLMC Note
0.125%
Due
10/16/2023
0.00 140.63
140.63
04/16/2023
Interest
45950KCR9
160,000.00
International Finance Corp Note
1.375%
Due
10/16/2024
0.00 1,100.00
1,100.00
04/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
04/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,904.85
9.64 3,914.49
04/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
04/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
325.29
7.47 332.76
04/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,884.42
26.10 2,910.52
04/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
0.00 62.33
62.33 Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
04/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,769.09
10.19 3,779.28
04/25/2023
Interest
06406RBC0
280,000.00
Bank of NY Mellon Corp Callable Note Cont
3/25/2025
3.35%
Due
4/25/2025
0.00 4,690.00
4,690.00
04/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
0.00 77.92
77.92 04/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,164.15
10.32 4,174.47
04/25/2023
Paydown
3137B4GY6
275,000.00
FHLMC K
032
A
2 3.31%
Due
5/25/2023
68,856.07
380.44
69,236.51
APR 2023
98,248.29
10,904.90
109,153.19
05/01/2023
Interest
78015K7C2
500,000.00
Royal Bank of Canada Note
2.25%
Due
11/1/2024
0.00 5,625.00
5,625.00
05/03/2023
Maturity
037833AK6
200,000.00
Apple Inc Note
2.4%
Due
5/3/2023
200,000.00
2,400.00
202,400.00
05/05/2023
Maturity
3137EAER6
305,000.00
FHLMC Note
0.375%
Due
5/5/2023
305,000.00
571.88
305,571.88
05/06/2023
Interest
3137EAEZ8
335,000.00
FHLMC Note
0.25%
Due
11/6/2023
0.00 418.75
418.75
05/07/2023
Interest
3135G06G3
350,000.00
FNMA Note
0.5%
Due
11/7/2025
0.00 875.00
875.00
05/08/2023
Interest
69371RR57
175,000.00
Paccar Financial Corp Note
0.9%
Due
11/8/2024
0.00 787.50
787.50
05/10/2023
Interest
665859AW4
450,000.00
Northern Trust Company Callable Note Cont
4/10/2027
4%
Due
5/10/2027
0.00 9,000.00
9,000.00
05/12/2023
Interest
023135BW5
130,000.00
Amazon.com Inc Note
0.45%
Due
5/12/2024
0.00 292.50
292.50
05/15/2023
Interest
912828X88
350,000.00
US Treasury Note
2.375%
Due
5/15/2027
0.00 4,156.25
4,156.25
05/15/2023
Interest
91324PEB4
500,000.00
United Health Group Inc Callable Note Cont
5/15/2022
0.55%
Due
5/15/2024
0.00 1,375.00
1,375.00
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
05/15/2023
Interest
912828R36
250,000.00
US Treasury Note
1.625%
Due
5/15/2026
0.00 2,031.25
2,031.25
05/15/2023
Interest
912828WJ5
750,000.00
US Treasury Note
2.5%
Due
5/15/2024
0.00 9,375.00
9,375.00
05/15/2023
Interest
912828U24
625,000.00
US Treasury Note
2%
Due
11/15/2026
0.00 6,250.00
6,250.00
05/15/2023
Interest
91282CDH1
750,000.00
US Treasury Note
0.75%
Due
11/15/2024
0.00 2,812.50
2,812.50
05/15/2023
Maturity
912828VB3
750,000.00
US Treasury Note
1.75%
Due
5/15/2023
750,000.00
6,562.50
756,562.50
05/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,285.05
45.43 3,330.48
05/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,458.28
8.61 1,466.89
05/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
05/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
3,040.41
30.33 3,070.74
05/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
899.05
22.03 921.08
05/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
05/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
05/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
05/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
05/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,152.72
18.46 6,171.18
05/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
2,936.23
38.46 2,974.69
05/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
05/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,423.71
13.12 2,436.83
05/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
05/17/2023
Interest
14913R2L0
500,000.00
Caterpillar Financial Service Note
0.45%
Due
5/17/2024
0.00 1,125.00
1,125.00
05/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
05/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,906.05
8.44 3,914.49
05/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
326.02
6.95 332.97
05/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,885.55
24.97 2,910.52
05/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,770.01
9.34 3,779.35
05/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
3,854.18
62.33 3,916.51
05/22/2023
Maturity
3135G04Q3
245,000.00
FNMA Note
0.25%
Due
5/22/2023
245,000.00
306.25
245,306.25
05/24/2023
Interest
459058JM6
165,000.00
Intl. Bank Recon & Development Note
0.25%
Due
11/24/2023
0.00 206.25
206.25
05/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
7,559.39
77.92 7,637.31
05/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,165.16
9.17 4,174.33
05/25/2023
Paydown
3137B4GY6
275,000.00
FHLMC K
032
A
2 3.31%
Due
5/25/2023
69,069.52
190.52
69,260.04
05/31/2023
Interest
912828ZT0
365,000.00
US Treasury Note
0.25%
Due
5/31/2025
0.00 456.25
456.25
05/31/2023
Interest
91282CAZ4
750,000.00
US Treasury Note
0.375%
Due
11/30/2025
0.00 1,406.25
1,406.25
MAY 2023
1,615,731.33
59,865.76
1,675,597.09
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
06/01/2023
Interest
023135CN4
395,000.00
Amazon.com Inc Note
4.6%
Due
12/1/2025
0.00 9,085.00
9,085.00
06/08/2023
Interest
3130A0F70
350,000.00
FHLB Note
3.375%
Due
12/8/2023
0.00 5,906.25
5,906.25
06/14/2023
Interest
3130A1XJ2
155,000.00
FHLB Note
2.875%
Due
6/14/2024
0.00 2,228.13
2,228.13
06/15/2023
Interest
91282CCG4
400,000.00
US Treasury Note
0.25%
Due
6/15/2024
0.00 500.00
500.00
06/15/2023
Interest
63743HFE7
95,000.00
National Rural Utilities Note
3.45%
Due
6/15/2025
0.00 1,638.75
1,638.75
06/15/2023
Maturity
912828ZU7
750,000.00
US Treasury Note
0.25%
Due
6/15/2023
750,000.00
937.50
750,937.50
06/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
06/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
06/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,424.49
12.40 2,436.89
06/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
3,040.69
29.02 3,069.71
06/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,153.29
16.41 6,169.70
06/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
901.07
20.59 921.66
06/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,160.49
40.88 3,201.37
06/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
06/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,453.29
8.18 1,461.47
06/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
06/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
06/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
06/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
2,937.97
36.72 2,974.69
06/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
06/18/2023
Interest
89236TJH9
300,000.00
Toyota Motor Credit Corp Note
0.5%
Due
6/18/2024
0.00 750.00
750.00
06/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,907.26
7.23 3,914.49
06/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
06/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
326.76
6.42 333.18
06/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,886.68
23.84 2,910.52
06/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,770.92
8.49 3,779.41
06/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
3,855.08
59.51 3,914.59
06/23/2023
Call
90331HNV1
250,000.00
US Bank NA Callable Note Cont
6/23/2023
3.4%
Due
7/24/2023
250,000.00
3,518.06
253,518.06
06/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
7,592.53
70.99 7,663.52
06/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,166.16
8.03 4,174.19
06/26/2023
Maturity
3137EAES4
300,000.00
FHLMC Note
0.25%
Due
6/26/2023
300,000.00
375.00
300,375.00
JUN 2023
1,346,576.68
28,553.95
1,375,130.63
07/06/2023
Interest
3133ENKS8
750,000.00
FFCB Note
1.125%
Due
1/6/2025
0.00 4,218.76
4,218.76
07/10/2023
Maturity
3135G05G4
250,000.00
FNMA Note
0.25%
Due
7/10/2023
250,000.00
312.50
250,312.50
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
07/15/2023
Interest
79466LAG9
35,000.00
Salesforce.com Inc Callable Note Cont
7/15/2022
0.625%
Due
7/15/2024
0.00 109.38
109.38
07/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
3,035.40
36.51 3,071.91
07/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,448.25
7.76 1,456.01
07/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,425.28
11.67 2,436.95
07/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
07/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
07/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
903.09
19.14 922.23
07/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
2,939.71
34.98 2,974.69
07/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
07/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
07/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
07/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
3,040.97
27.70 3,068.67
07/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,153.85
14.36 6,168.21
07/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
07/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
07/17/2023
Interest
61747YET8
175,000.00
Morgan Stanley Callable Note Cont
7/17/2025
4.679%
Due
7/17/2026
0.00 4,094.13
4,094.13
07/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,908.46
6.03 3,914.49
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
07/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
07/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
327.49
5.89 333.38
07/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,887.81
22.71 2,910.52
07/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,771.82
7.65 3,779.47
07/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
3,855.98
56.68 3,912.66
07/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
7,625.81
64.03 7,689.84
07/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,167.17
6.88 4,174.05
07/31/2023
Interest
912828Y87
300,000.00
US Treasury Note
1.75%
Due
7/31/2024
0.00 2,625.00
2,625.00
07/31/2023
Interest
912828Z52
750,000.00
US Treasury Note
1.375%
Due
1/31/2025
0.00 5,156.25
5,156.25
07/31/2023
Interest
912828V80
750,000.00
US Treasury Note
2.25%
Due
1/31/2024
0.00 8,437.50
8,437.50
JUL 2023
296,491.09
28,542.06
325,033.15
08/06/2023
Interest
594918BX1
200,000.00
Microsoft Callable Note Cont
12/6/2023
2.875%
Due
2/6/2024
0.00 2,875.00
2,875.00
08/06/2023
Interest
857477BR3
90,000.00
State Street Bank Callable Note Cont
2/6/2025
1.746%
Due
2/6/2026
0.00 785.70
785.70
08/09/2023
Interest
69371RR40
80,000.00
Paccar Financial Corp Note
0.5%
Due
8/9/2024
0.00 200.00
200.00
08/14/2023
Interest
3133ENPG9
415,000.00
FFCB Note
1.75%
Due
2/14/2025
0.00 3,631.25
3,631.25
08/15/2023
Interest
912828B66
750,000.00
US Treasury Note
2.75%
Due
2/15/2024
0.00 10,312.50
10,312.50
08/15/2023
Interest
91282CCT6
400,000.00
US Treasury Note
0.375%
Due
8/15/2024
0.00 750.00
750.00
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
08/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
08/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
08/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
08/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
2,941.45
33.24 2,974.69
08/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,154.41
12.31 6,166.72
08/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
2,909.79
32.31 2,942.10
08/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
08/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,426.07
10.94 2,437.01
08/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
3,041.25
26.38 3,067.63
08/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
905.12
17.69 922.81
08/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
08/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
08/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,443.16
7.33 1,450.49
08/16/2023
Maturity
06406FAD5
200,000.00
Bank of NY Mellon Corp Callable Note Cont
6/16/2023
2.2%
Due
8/16/2023
200,000.00
2,200.00
202,200.00
08/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
08/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,909.67
4.82 3,914.49
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
08/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
08/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
328.23
5.36 333.59
08/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,888.95
21.57 2,910.52
08/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
3,856.88
53.85 3,910.73
08/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,772.74
6.80 3,779.54
08/24/2023
Maturity
3137EAEV7
300,000.00
FHLMC Note
0.25%
Due
8/24/2023
300,000.00
375.00
300,375.00
08/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
7,659.24
57.04 7,716.28
08/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,168.18
5.73 4,173.91
08/31/2023
Interest
9128284Z0
750,000.00
US Treasury Note
2.75%
Due
8/31/2025
0.00 10,312.50
10,312.50
AUG 2023
546,405.14
35,003.87
581,409.01
09/01/2023
Interest
46647PAH9
500,000.00
JP Morgan Chase & Co Callable Note
2 X
3/1/2024
3.22%
Due
3/1/2025
0.00 8,050.00
8,050.00
09/07/2023
Interest
24422EWB1
130,000.00
John Deere Capital Corp Note
2.125%
Due
3/7/2025
0.00 1,381.25
1,381.25
09/08/2023
Interest
3130AT3H8
700,000.00
FHLB Note
3.375%
Due
3/8/2024
0.00 11,812.50
11,812.50
09/08/2023
Maturity
3137EAEW5
300,000.00
FHLMC Note
0.25%
Due
9/8/2023
300,000.00
375.00
300,375.00
09/09/2023
Interest
931142EW9
80,000.00
Wal-Mart Stores Note
3.9%
Due
9/9/2025
0.00 1,560.00
1,560.00
09/09/2023
Interest
931142EX7
225,000.00
Wal-Mart Stores Callable Note Cont
09/09/2027
3.95%
Due
9/9/2027
0.00 4,443.75
4,443.75
09/11/2023
Interest
89114QCB2
500,000.00
Toronto Dominion Bank Note
3.25%
Due
3/11/2024
0.00 8,125.00
8,125.00
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
09/12/2023
Maturity
3135G0U43
350,000.00
FNMA Note
2.875%
Due
9/12/2023
350,000.00
5,031.25
355,031.25
09/15/2023
Interest
437076CR1
110,000.00
Home Depot Callable Note Cont
8/15/2025
4%
Due
9/15/2025
0.00 2,200.00
2,200.00
09/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
3,041.53
25.06 3,066.59
09/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
907.16
16.23 923.39
09/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
09/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
0.00 251.33
251.33
09/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,426.87
10.21 2,437.08
09/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
09/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
0.00 258.50
258.50
09/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
09/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,154.97
10.26 6,165.23
09/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
2,943.19
31.50 2,974.69
09/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
09/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
2,783.65
28.29 2,811.94
09/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,438.01
6.91 1,444.92
09/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
09/17/2023
Interest
931142ER0
40,000.00
Wal-Mart Stores Callable Note Cont
08/17/2026
1.05%
Due
9/17/2026
0.00 210.00
210.00
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
09/18/2023
Interest
808513BN4
245,000.00
Charles Schwab Corp Callable Note Cont
2/18/2024
0.75%
Due
3/18/2024
0.00 918.75
918.75
09/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
09/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,910.87
3.62 3,914.49
09/19/2023
Interest
459058GQ0
225,000.00
Intl. Bank Recon & Development Note
2.5%
Due
3/19/2024
0.00 2,812.50
2,812.50
09/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
328.97
4.83 333.80
09/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,890.08
20.44 2,910.52
09/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
3,857.78
51.02 3,908.80
09/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,773.65
5.95 3,779.60
09/23/2023
Interest
4581X0DZ8
260,000.00
Inter-American Dev Bank Note
0.5%
Due
9/23/2024
0.00 650.00
650.00
09/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,169.18
4.59 4,173.77
09/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
7,692.81
50.02 7,742.83
09/30/2023
Interest
912828ZF0
350,000.00
US Treasury Note
0.5%
Due
3/31/2025
0.00 875.00
875.00
09/30/2023
Interest
91282CEF4
750,000.00
US Treasury Note
2.5%
Due
3/31/2027
0.00 9,375.00
9,375.00
09/30/2023
Interest
912828W71
750,000.00
US Treasury Note
2.125%
Due
3/31/2024
0.00 7,968.75
7,968.75
09/30/2023
Interest
912828YG9
300,000.00
US Treasury Note
1.625%
Due
9/30/2026
0.00 2,437.50
2,437.50
09/30/2023
Interest
9128286L9
750,000.00
US Treasury Note
2.25%
Due
3/31/2026
0.00 8,437.50
8,437.50
09/30/2023
Interest
91282CFM8
570,000.00
US Treasury Note
4.125%
Due
9/30/2027
0.00 11,756.25
11,756.25
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
09/30/2023
Maturity
912828T26
750,000.00
US Treasury Note
1.375%
Due
9/30/2023
750,000.00
5,156.25
755,156.25
SEP 2023
1,446,318.72
97,111.73
1,543,430.45
10/15/2023
Interest
91282CBV2
500,000.00
US Treasury Note
0.375%
Due
4/15/2024
0.00 937.50
937.50
10/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
5,337.16
251.33
5,588.49
10/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,432.82
6.49 1,439.31
10/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
10/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,427.65
9.49 2,437.14
10/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
3,041.81
23.74 3,065.55
10/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,155.54
8.21 6,163.75
10/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
0.00 280.79
280.79
10/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
7,911.71
258.50
8,170.21
10/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
10/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
10/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
2,944.93
29.76 2,974.69
10/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
909.21
14.77 923.98
10/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
2,656.98
24.44 2,681.42
10/16/2023
Interest
45950KCR9
160,000.00
International Finance Corp Note
1.375%
Due
10/16/2024
0.00 1,100.00
1,100.00
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
10/16/2023
Maturity
3137EAEY1
225,000.00
FHLMC Note
0.125%
Due
10/16/2023
225,000.00
140.63
225,140.63
10/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
10/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,912.08
2.41 3,914.49
10/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
10/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,891.21
19.31 2,910.52
10/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
329.71
4.30 334.01
10/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,774.56
5.10 3,779.66
10/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
3,858.68
48.19 3,906.87
10/25/2023
Interest
06406RBC0
280,000.00
Bank of NY Mellon Corp Callable Note Cont
3/25/2025
3.35%
Due
4/25/2025
0.00 4,690.00
4,690.00
10/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
7,726.54
42.96 7,769.50
10/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,170.19
3.44 4,173.63
OCT 2023
284,480.78
10,377.29
294,858.07
11/01/2023
Interest
78015K7C2
500,000.00
Royal Bank of Canada Note
2.25%
Due
11/1/2024
0.00 5,625.00
5,625.00
11/06/2023
Maturity
3137EAEZ8
335,000.00
FHLMC Note
0.25%
Due
11/6/2023
335,000.00
418.75
335,418.75
11/07/2023
Interest
3135G06G3
350,000.00
FNMA Note
0.5%
Due
11/7/2025
0.00 875.00
875.00
11/08/2023
Interest
69371RR57
175,000.00
Paccar Financial Corp Note
0.9%
Due
11/8/2024
0.00 787.50
787.50
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
11/10/2023
Interest
665859AW4
450,000.00
Northern Trust Company Callable Note Cont
4/10/2027
4%
Due
5/10/2027
0.00 9,000.00
9,000.00
11/12/2023
Interest
023135BW5
130,000.00
Amazon.com Inc Note
0.45%
Due
5/12/2024
0.00 292.50
292.50
11/15/2023
Interest
912828X88
350,000.00
US Treasury Note
2.375%
Due
5/15/2027
0.00 4,156.25
4,156.25
11/15/2023
Interest
91282CDH1
750,000.00
US Treasury Note
0.75%
Due
11/15/2024
0.00 2,812.50
2,812.50
11/15/2023
Interest
91324PEB4
500,000.00
United Health Group Inc Callable Note Cont
5/15/2022
0.55%
Due
5/15/2024
0.00 1,375.00
1,375.00
11/15/2023
Interest
912828R36
250,000.00
US Treasury Note
1.625%
Due
5/15/2026
0.00 2,031.25
2,031.25
11/15/2023
Interest
912828U24
625,000.00
US Treasury Note
2%
Due
11/15/2026
0.00 6,250.00
6,250.00
11/15/2023
Interest
912828WJ5
750,000.00
US Treasury Note
2.5%
Due
5/15/2024
0.00 9,375.00
9,375.00
11/15/2023
Paydown
02582JJT8
185,000.00
American Express Credit Trust
2022-2
A
3.39%
Due
5/17/2027
0.00 522.63
522.63
11/15/2023
Paydown
43815BAC4
165,000.00
Honda Auto Receivables Trust
2022-1
A
3 1.88%
Due
5/15/2026
7,946.40
246.10
8,192.50
11/15/2023
Paydown
47789QAC4
70,000.00
John Deere Owner Trust
2021
-B A
3 0.52%
Due
3/16/2026
3,042.08
22.43 3,064.51
11/15/2023
Paydown
89238FAD5
115,000.00
Toyota Auto Receivables OT
2022
-B A
3 2.93%
Due
9/15/2026
5,367.61
280.79
5,648.40
11/15/2023
Paydown
47788UAC6
55,854.22
John Deere Owner Trust
2021
-A A
3 0.36%
Due
9/15/2025
2,428.44
8.76 2,437.20
11/15/2023
Paydown
47800BAC2
220,000.00
John Deere Owner Trust
2022
-C A
3 5.09%
Due
6/15/2027
0.00 933.17
933.17
11/15/2023
Paydown
47787JAC2
130,000.00
John Deere Owner Trust
2022
-A A
3 2.32%
Due
9/16/2026
5,344.01
241.01
5,585.02
11/15/2023
Paydown
58769KAD6
80,000.00
Mercedes-Benz Auto Lease Trust
2021
-B A
3 0.4%
Due
11/15/2024
6,156.10
6.16 6,162.26
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
11/15/2023
Paydown
89232HAC9
51,114.22
Toyota Auto Receivable Own
2020
-A A
3 1.66%
Due
5/15/2024
2,529.78
20.76 2,550.54
11/15/2023
Paydown
89236XAC0
36,869.26
Toyota Auto Receivables
2020
-D A
3 0.35%
Due
1/15/2025
1,427.55
6.08 1,433.63
11/15/2023
Paydown
47800AAC4
135,000.00
John Deere Owner Trust
2022
-B A
3 3.74%
Due
2/16/2027
0.00 420.75
420.75
11/15/2023
Paydown
65479JAD5
18,165.18
Nissan Auto Receivables Owner
2019
-C A
3 1.93%
Due
7/15/2024
911.25
13.31 924.56
11/15/2023
Paydown
89238JAC9
65,000.00
Toyota Auto Receivables Trust
2021
-D A
3 0.71%
Due
4/15/2026
2,946.67
28.02 2,974.69
11/16/2023
Paydown
36265WAD5
90,000.00
GM Financial Securitized Auto
2022-3
A
3 3.64%
Due
4/16/2027
0.00 273.00
273.00
11/17/2023
Interest
14913R2L0
500,000.00
Caterpillar Financial Service Note
0.45%
Due
5/17/2024
0.00 1,125.00
1,125.00
11/18/2023
Paydown
43815PAC3
105,000.00
Honda Auto Receivables
2022-2
A
3 3.73%
Due
7/20/2026
0.00 326.38
326.38
11/18/2023
Paydown
43813KAC6
46,879.89
Honda Auto Receivables Trust
2020-3
A
3 0.37%
Due
10/18/2024
3,913.28
1.21 3,914.49
11/20/2023
Paydown
92348AAA3
5,915.17
Verizon Owner Trust
2019
-C A
1 A
1.94%
Due
4/22/2024
330.45
3.76 334.21
11/20/2023
Paydown
92290BAA9
78,154.64
Verizon Owner Trust
2020
-B A
0.47%
Due
2/20/2025
2,892.34
18.18 2,910.52
11/21/2023
Paydown
43813GAC5
60,356.57
Honda Auto Receivables Trust
2021-1
A
3 0.27%
Due
4/21/2025
3,775.47
4.25 3,779.72
11/21/2023
Paydown
43815GAC3
85,000.00
Honda Auto Receivables Trust
2021-4
A
3 0.88%
Due
1/21/2026
3,859.57
45.37 3,904.94
11/24/2023
Maturity
459058JM6
165,000.00
Intl. Bank Recon & Development Note
0.25%
Due
11/24/2023
165,000.00
206.25
165,206.25
11/25/2023
Paydown
05601XAC3
85,000.00
BMW Vehicle Lease Trust
2022-1
A
3 1.1%
Due
3/25/2025
7,760.40
35.88 7,796.28
11/25/2023
Paydown
09690AAC7
50,000.00
BMW Vehicle Lease Trust
2021-2
A
3 0.33%
Due
12/26/2024
4,171.20
2.29 4,173.49
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Cash Flow Report
As of November 30, 2022
City of Gardena Consolidated
Account #10647
Payment Date
Transaction Type
CUSIP
Quantity
Security Description
Principal Amount
Income
Total Amount
11/30/2023
Interest
912828ZT0
365,000.00
US Treasury Note
0.25%
Due
5/31/2025
0.00 456.25
456.25
11/30/2023
Interest
91282CAZ4
750,000.00
US Treasury Note
0.375%
Due
11/30/2025
0.00 1,406.25
1,406.25
NOV 2023
564,802.60
49,652.79
614,455.39
TOTAL
8,819,582.96
646,455.13
9,466,038.09
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
Important Disclosures
City of Gardena Consolidated
Account #10647
Chandler Asset Management, Inc.
;͞
Chandler
͟Ϳ
is an SEC registered investment adviser. For additional information about our firm, please see our current disclosures (Form ADV). To obtain a copy of our current disclosures, you may contact your client service representative by calling the number on the front of this statement or you may visit our website at www.chandlerasset.com.
Information contained in this monthly statement is confidential and is provided for informational purposes only and should not be construed as specific investment or legal advice. The information contained herein was obtained from sources believed to be reliable as of the date of this statement, but may become outdated or superseded at any time without notice.
Custody:
Your qualified custodian bank maintains control of all assets reflected in this statement and we urge you to compare this statement to the one you receive from your qualified custodian. Chandler does not have any authority to withdraw or deposit funds from/to the custodian account.
Valuation:
Prices are provided by IDC, an independent pricing source. In the event IDC does not provide a price or if the price provided is not reflective of fair market value, Chandler will obtain pricing from an alternative approved third party pricing source in accordance with our written valuation policy and procedures. Our valuation procedures are also disclosed in Item 5 of our Form ADV Part 2A.
Performance:
Performance results are presented gross-of-advisory fees and represent the client ͛
s Total Return. The deduction of advisory fees lowers performance results. These results include the reinvestment of dividends and other earnings. Past performance may not be indicative of future results. Therefore, clients should not assume that future performance of any specific investment or investment strategy will be profitable or equal to past performance levels. All investment strategies have the potential for profit or loss. Economic factors, market conditions or changes in investment strategies, contributions or withdrawals may materially alter the performance and results of your portfolio.
Source ice Data Indices, LLC ("ICE"), used with permission. ICE PERMITS USE OF THE ICE INDICES AND RELATED DATA ON AN "AS IS" BASIS; ICE, ITS AFFILIATES AND THEIR RESPECTIVE
THIRD PARTY SUPPLIERS DISCLAIM ANY AND ALL WARRANTIES AND REPRESENTATIONS, EXPRESS AND/OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE, INCLUDING THE INDICES, INDEX DATA AND ANY DATA INCLUDED IN, RELATED TO, OR DERIVED THEREFROM. NEITHER ICE DATA, ITS AFFILIATES OR
THEIR RESPECTIVE THIRD PARTY PROVIDERS GUARANTEE THE QUALITY, ADEQUACY, ACCURACY, TIMELINESS OR COMPLETENESS OF THE INDICES OR THE INDEX DATA OR ANY COMPONENT THEREOF, AND THE INDICES AND INDEX DATA AND ALL COMPONENTS THEREOF ARE PROVIDED ON AN "AS IS" BASIS AND LICENSEE'S USE IS AT LICENSEE'S OWN RISK. ICE DATA, ITS AFFILIATES AND THEIR RESPECTIVE THIRD PARTY DO NOT SPONSOR, ENDORSE, OR RECOMMEND CHANDLER, OR ANY OF ITS PRODUCTS OR SERVICES.
Index returns assume reinvestment of all distributions. Historical performance results for investment indexes generally do not reflect the deduction of transaction and/or custodial charges or the deduction of an investment management fee, the incurrence of which would have the effect of decreasing historical performance results. It is not possible to invest directly in an index.
Ratings:
Ratings information have been provided by Moody
͛
s, S&P and Fitch through data feeds we believe to be reliable as of the date of this statement, however we cannot guarantee its accuracy.
Security level ratings for U.S. Agency issued mortgage-backed securities ;͞
MBS
͟Ϳ
reflect the issuer rating because the securities themselves are not rated. The issuing U.S. Agency guarantees the full and timely payment of both principal and interest and carries a AA+/Aaa/AAA by S&P, Moody ͛
s and Fitch respectively.
Execution Time: 12/1/2022 8:49:10 PM
Chandler Asset Management - CONFIDENTIAL
City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 8.G
Section: CONSENT CALENDAR
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
RESOLUTION NO. 6612
, Repealing Resolution No. 6603, and Adopting a
New Conflict of Interest Code
CONTACT: CITY CLERK
COUNCIL ACTION REQUIRED:
RECOMMENDATION AND STAFF SUMMARY:
It is respectfully recommended that the City Council adopt Resolution No. 6612, amending the City of Gardena's Conflict of Interest Code and repealing Resolution No. 6603, which is being presented for adoption pursuant to the California Political Reform Act, Government Code Section 87306.5, requiring all public agencies to review their Conflict of Interest Code to ensure they are up to date and meet current legal requirements. Attached to Resolution No. 6612 is the Appendix containing the revised list of designated positions due to additions, deletions, and reclassifications.
FINANCIAL IMPACT/COST:
ATTACHMENTS:
RESO NO 6612 - New Conflict of Interest Code with Appendix 1-10-2023.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
1 RESOLUTION NO. 6612
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF GARDENA, CALIFORNIA, REPEALING RESOLUTION
NO. 6603, AND AD OPTING A NEW CONF LICT OF
INTEREST CODE
WHEREAS, pursuant to the Poli tical Reform Act (Go vernment Code Section 81000 et seq), every local govern ment agency is required to adopt and promulgate a Conflict of Interest Code for those persons, other than those des ignated by the Government Code, whose positions involve the making or participation in the ma king of decisions which may have a foreseeable material effect on any financial interest; and
WHEREAS, pursuant to the Political Reform Act, every local government agency is required to periodically review its Conflict of Interest Code; and
WHEREAS, the Fair Political Practices Commission has adopted a regulation, 2 Cal. Code of Regulations Section 18730, which contains the terms of a standard model Conflict of Inter est Code which can be incorporated by reference and whi ch will automatically be amended to conform to any am endments required by the Fair Poli tical Practices Commission; and
WHEREAS, the previously adopted Conflict of Interest C ode adopted by Resolution No. 6603 has become outdated du e to certain amendments made to the Appendix attached thereto; and
WHEREAS, the City Council has determined that the attached Appendi x accurately sets f orth those positions which should be d esignated and the categories of financial interests which should be made reportable;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA , CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. Resolution No. 6603 is hereby repealed.
SECTION 2. The terms of section 18730 of Title 2 of the California Code of Regulations, which sets forth the model Conflict of Interest Code, and any amendments thereto duly adopted by the Fair Political Practices Commission, along with the att ached Appendix in which officials and employees are designated and disclosure categories are set forth, are hereby incorporated by reference by the City of Gardena as its Conflic t of Interest Code.
SECTION 3. Notwithstanding the disclosure category re quirements for the designated employee, any person filing a n initial statement or an as suming office statement shall be required to disclose any reportable inve stments, business positions, and interest in real property held on the effective date of the Conflict of Interest Code and income received during the 1 2 months prior to the effect date of the code or the DocuSign Envelope ID: BCAA9050-4363-472E-B47F-10AAF1F1D5C9 RESOLUTION NO. 6612
2 date of assuming office, whichever is applicable, in accordance with the Conflict of Interest Code herein adopted by the City.
SECTION 4. That this Resolution shall be effective immediately.
SECTION 5. The City Clerk shall certify to the passage and adoption of this Resolution; shall cause the same to be entered in the book of resolutions of said City and shall make a minute of the passage and adoption thereof in the records of the proceedings of the City Council of said City in the minutes of the meeting at which the same is passed and adopted.
Passed, approved, and adopted this 10th day of January, 2023.
TASHA CERDA, Mayor
ATTEST:
MINA SEMENZA, City Clerk
APPROVED AS TO FORM:
CARMEN VASQUEZ, City Attorney
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DocuSign Envelope ID: BCAA9050-4363-472E-B47F-10AAF1F1D5C9
RESOLUTION NO. 6612
3 APPENDIX
Resolution No. 6612
Designated Position Disclosure Category
ACCOUNTING/FINANCE MANAGER ....................................................................... 1 ADMINISTRATION SERVICES MANAGER .............................................................. 2 ADMINISTRATIVE AIDE............................................................................................ 2 ADMINISTRATIVE ANALYST I .................................................................................. 2 ADMINISTRATIVE ANALYST II ................................................................................. 2 ADMINISTRATIVE ANALYST III ................................................................................ 2 ADMINISTRATIVE COORDINATOR ......................................................................... 2 ADMINISTRATIVE MANAGEMENT ANALYST I ....................................................... 2 ADMINISTRATIVE SUPPORT SERVICES SUPERVISOR ....................................... 2 ASSISTANT CITY ATTORNEY ................................................................................. 1 ASSISTANT PUBLIC WORKS DIRECTOR/CITY ENGINEER .................................. 1 ASSISTANT TO CITY MANAGER ............................................................................. 1 ASSOCIATE ENGINEER ........................................................................................... 3 BUILDING MAINTENANCE LEAD ............................................................................. 3 CHIEF OF POLICE .................................................................................................... 1 CHIEF FISCAL OFFICER .......................................................................................... 1 CITY ATTORNEY ...................................................................................................... 1 CITY ENGINEER ....................................................................................................... 1 CITY MANAGER ........................................................................................................ 1 CODE ENFORCEMENT OFFICER ........................................................................... 3 COMMUNITY DEVELOPMENT MANAGER .............................................................. 1 COST ACCOUNTANT ............................................................................................... 1 DEPUTY CITY ATTORNEY ....................................................................................... 1 DEPUTY CITY CLERK/RECORDS MANAGEMENT OFFICER ................................ 3 DEPUTY CITY CLERK I ............................................................................................ 3 DEPUTY CITY CLERK II ........................................................................................... 3 DEPUTY CITY TREASURER .................................................................................... 1 DIRECTOR OF ADMINISTRATIVE SERVICES ........................................................ 1 DIRECTOR OF COMMUNITY DEVELOPMENT ....................................................... 1 DIRECTOR OF PUBLIC WORKS .............................................................................. 1 DIRECTOR OF RECREATION & HUMAN SERVICES ............................................. 1 DIRECTOR OF TRANSPORTATION ........................................................................ 1 ECONOMIC DEVELOPMENT ANALYST .................................................................. 1 ECONOMIC DEVELOPMENT MANAGER ................................................................ 1 EQUIPMENT MAINTENANCE SUPERINTENDENT ................................................. 3 EXECUTIVE ASSISTANT TO CHIEF OF POLICE .................................................... 1 EXECUTIVE OFFICE ASSISTANT ............................................................................ 1 FACILITIES MAINTENANCE SUPERVISOR ............................................................ 3 FAMILY CHILD CARE MANAGER ............................................................................ 1 FINANCIAL SERVICES MANAGER .......................................................................... 1 DocuSign Envelope ID: BCAA9050-4363-472E-B47F-10AAF1F1D5C9 RESOLUTION NO. 6612
4 FINANCIAL SERVICES TECHNICIAN ...................................................................... 1 FLEET MAINTENANCE SUPERVISOR .................................................................... 2 GENERAL BUILDING INSPECTOR .......................................................................... 3 GRAPHICS TECHNICIAN ......................................................................................... 2 HELP DESK TECHNICIAN ........................................................................................ 2 HOMELESS COORDINATOR ................................................................................... 2 HUMAN RESOURCES ANALYST ............................................................................. 2 HUMAN RESOURCES, SENIOR ANALYST ............................................................. 2 HUMAN RESOURCES MANAGER ........................................................................... 2 HUMAN RESOURCES TECHNICIAN ....................................................................... 2 INFORMATION TECHNOLOGY COORDINATOR .................................................... 2 INFORMATION TECHNOLOGY MANAGER ............................................................. 2 INFORMATION TECHNOLOGY SUPERVISOR ....................................................... 2 INFORMATION TECHNOLOGY SYSTEMS ANALYST ............................................ 2 JOINT POWERS AUTHORITY ACCOUNTANT ........................................................ 1 JUNIOR ACCOUNTANT ............................................................................................ 2 MEAL SERVICES COORDINATOR .......................................................................... 2 PARK MAINTENANCE SUPERINTENDENT ............................................................ 3 PAYROLL / PERSONNEL TECHNICIAN .................................................................. 2 PAYROLL SPECIALIST ............................................................................................. 2 PLAN CHECK ENGINEER ........................................................................................ 1 PLANNING ASSISTANT ............................................................................................ 2 POLICE CAPTAIN ..................................................................................................... 1 POLICE CHIEF .......................................................................................................... 1 POLICE LIEUTENANT .............................................................................................. 1 PRINCIPAL CIVIL ENGINEER .................................................................................. 1 PROGRAM COORDINATOR ..................................................................................... 2 PUBLIC INFORMATION OFFICER ........................................................................... 1 PUBLIC WORKS SUPERINTENDENT ...................................................................... 2 RECREATION & HUMAN SERVICES SUPERINTENDENT ..................................... 3 RECREATION PROGRAM ADMINISTRATOR ......................................................... 1 RECREATION SERVICES MANAGER ..................................................................... 3 RECREATION SUPERVISOR ................................................................................... 2 RISK MANAGEMENT ANALYST ............................................................................... 1 SENIOR ACCOUNTANT ........................................................................................... 1 SENIOR ACCOUNT CLERK ...................................................................................... 2 SENIOR ADMINISTRATIVE ANALYST ..................................................................... 3 SENIOR PLANNER ................................................................................................... 1 STREET MAINTENANCE SUPERINTENDENT ........................................................ 3 TRANSIT ADMINISTRATIVE OFFICER .................................................................... 2 TRANSIT ADMINISTRATIVE SUPERVISOR ............................................................ 2 TRANSIT MAINTENANCE COORDINATOR ............................................................. 2 TRANSIT MAINTENANCE MANAGER ..................................................................... 2 TRANSIT MARKETING COORDINATOR.................................................................. 2 TRANSIT OPERATIONS COORDINATOR ............................................................... 2 TRANSIT OPERATIONS MANAGER ........................................................................ 2 DocuSign Envelope ID: BCAA9050-4363-472E-B47F-10AAF1F1D5C9 RESOLUTION NO. 6612
5 TRANSIT OPERATIONS OFFICER .......................................................................... 2 TRANSIT PARTS/STOREROOM COORDINATOR .................................................. 2 TRANSIT PLANNING AND SCHEDULING ANALYST .............................................. 2 TRANSIT TRAINING AND SAFETY SUPERVISOR .................................................. 2 TRANSPORTATION OPERATIONS SUPERVISOR……………………………………2
TRANSPORTATION ROUTE SUPERVISOR ............................................................ 2
COMMISSIONERS
Planning and Environmental Quality Commission ..................................................... 1
CONSULTANT
Consultant, a s defined in Title 2, Califor nia Code of Regulations, §18704.6, shall be included in the list of designated employees and shall disclose pursuant to the broadest disclosure category in the code subject to the following limitation:
The City Man ager may det ermine, in w riting, that a pa rticular consultant, alth ough a "designated position," is hired to perform a range of duties that is limited in scope an d thus is no t required t o fully com ply with the disclosure re quirements in this section.
Such w ritten deter mination sha ll include a desc ription of the consultant 's duties and, based upon the description, a statement of the extent of disclosure requirements . The City M anager's det ermination is a public r ecord a nd sha ll be retained for public inspection in the same manner and location as this Conflict of Interest Code.
DISCLOSURE CATEGORIES
Category 1:
Persons in this category shall be required to disclos e: investments; interests in real property and in terests in real property held by business entit ies and trus ts; income, loan income, and gifts; business positions ; and com mission income, income and loans to business entities and income from real property.
Category 2:
Persons in this categ ory shall be r equired to di sclose: investments; income; gifts ; and business positions.
Category 3:
Persons in this category w ill be re quired to disclose: investments; interests in real property and interests in real pro perty held by business e ntities or trusts; income ; gifts; and business positions.
DocuSign Envelope ID: BCAA9050-4363-472E-B47F-10AAF1F1D5C9 City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 8.H
Section: CONSENT CALENDAR
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
ORDINANCE NO. 1846 SECOND READING
, Relating to the Protection of
Property During Demolition, Including a Determination that the Ordinance is Exempt from the Provisions of the California Environmental Quality Act Pursuant to the Common Sense Exemption Set Forth in Guidelines Section 15061(B)(3) and Under CEQA Guidelines Section 15305 (Class 5) for Minor Alterations in Land Use Limitations CONTACT: COMMUNITY DEVELOPMENT
COUNCIL ACTION REQUIRED:
RECOMMENDATION AND STAFF SUMMARY:
Staff respectfully recommends that the City Council adopt Ordinance No. 1846,
relating to the
protection of property during
demolition.
On December 13, 2022, Councilmember Tanaka introduced Ordinance No. 1846.
This Ordinance is categorically exempt from CEQA pursuant to the commonsense exemption set forth in Guidelines section 15061(b)(3) and section 15305 (Class 5) for minor alterations in land use limitations.
FINANCIAL IMPACT/COST:
None.
ATTACHMENTS:
Ordinance No. 1846.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
ORDINANCE NO.1846
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, ADDING CHAPTER 15.52 TO TITLE 15, BUILDINGS AND
CONSTRUCTION, OF THE GARDENA MUNICIPAL CODE RELATING
TO THE PROTECTION OF PROPERTY DURING DEMOLITION
WHEREAS, the City Council of the City of Gardena desires to provide protection of persons and property during demolition of nearby structures;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, DOES HEREBY ORDAIN AS FOLLOWS:
SECTION 1. Chapter 15.52 is hereby added to the Gardena Municipal Code to read as follows:
15.52 PROTECTION OF PERSONS AND PROPERTY DURING DEMOLITION
15.52.010 Purpose.
The purpose of this chapter is to provide protection for persons and property during demolition activity of nearby structures.
15.52.020 Screening.
At the outset of demolition activities or at the otherwise earliest time it is feasible in the opinion of the Building Official, a protective screen shall be erected to the satisfaction of the Building Official between the demolition site and immediately adjoining properties, unless the Building Official determines that erection of a screen is not feasibl e or would serve no practical purpose.
15.52.030 Notice.
A. Prior to the commencement of any demolition of structures that requires a building permit, including the demolition of exterior walls or roof s, excavation that requires shoring or sandblasting, the owner or contractor shall provide notice by mail or personal delivery to the property owners and occupants located within one hundred (100) feet of the demolition site that demolition will occur. Said notice shall be provided in person to the affected property owners and occupants at least seven (7 ) days prior to any demolition taking place. If notice is mailed, it shall be sent no later than ten (10) days prior to any demolition taking place. The notice shall contain the following information:
1. Address where demolition will occur;
2. Date(s) and approximate times demolition will occur; Ordinance No. 1846
2 3. Name, address, telephone number and state
license number of contractor;
4. Name, address and telephone number of the owner of the property on which demolition is to occur.
B. In addition to providing mailed notice, the same information shall be posted on the job site in a location that is accessible to the public on a sign that is a minimum of 2 feet by 3 feet with lettering at least 1-inch in size.
C. If the owner or the contractor fails to provide the required notice, the Building Official shall have the authority to stop the work until the notice is provided, in addition to any other remedies provided by this Code.
D. For purposes of this Chapter, demolition activity does not include reroofing of structures.
15.52.040 Damage to Property.
A. The Building Official shall have the authority to stop the demolition work at any time that in his or her opinion said demolition work has caused, is causing, or is about to cause, damage to adjacent or nearby properties. Said work shall not recommence until the time that the necessary corrections have been made so that no further damage will occur to the affected property , unless the Building Official determines that the damage will be corrected as provided in subs ection B below, and written approval is obtained from the Building Official that said work can recommence.
B. If demolition work causes damage to adjacent or nearby properties, the Building Division shall withhold inspections of said work and stop work until (i) the damage to the affected property is repaired or repair work has commenced and is continued to be performed with du e diligence until completed, or (ii) the affected property owner is
compensated the cost of repair, or (iii) a documented agreement satisfactory to the Building Official is executed to assure repair of the damage at a more appropriate phase of the demolition. If there is a bona fide dispute between the owner of the damaged property and the party alleged to have caused said damage as to the cause of the damage, the method or scope of repair or the cost of the repair, work may resume and inspections provided only if the party performing the demolition work posts a bond with the
City in an amount that the Building Official reasonably determines is sufficient to pay the cost of repair. Where there exists a bona fide dispute, the issues in contention are a civil matter beyond the authority of the City to resolve.
C. The bond called for in subsection B above shall be approved as to form by the City Ordinance No. 1846
3 Attorney and held by the City until the dispute is resolved between the parties or by a court of competent jurisdiction. In the event that the aggrieved party does not submit proof to the City that an action has in fact been filed within one (1) year after the issuance of
the Certificate of Occupancy, then the City shall, unless good cause is shown, release the bond. The City shall provide thirty (30) days’ written notice to the aggrieved party of its intent to release the bond.
SECTION 2. CEQA. This Ordinance is categorically exempt from CEQA pursuant to the common sense exemption set forth in Guidelines section 15061(b)(3) that CEQA only applies to projects which have the potential for causing a significant effect on the environment and where it can be seen with certainty that there is no possibility that the activity will have a significant effect, the activity is not subject to CEQA. This Ordinance enacts procedure and does not change the density, intensity, or allowed uses or would have other effects on the environment. For these same reasons, the Ordinance also qualifies for an exemption under CEQA Guidelines section 15305 (Class 5) for minor alterations in land use limitations in areas with an average slope of less than 20%. No part of Gardena has a slope in excess of 20%. The changes are not for any specific project and therefore will not impact any environmental resource of hazardous or critical concern, will not create cumulative impacts, or impacts to scenic highways, hazardous waste sites, or historical resources. Because this is an ordinance pertaining to citywide requirements there will not be any significant effects on the environment due to unusual circumstances. As such, staff is directed to file a Notice of Exemption pursuant to CEQA Guidelines sections 15061(b)(3) and 15305.
SECTION 3. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this ordinance, or any part thereof is for any reason held to be unconstitutional, such decision shall not affect the validity of the remaining portion of this ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof, irrespective of the fact that any one or more section, subsection, subdivision, paragraph, sentence, clause or phrase be declared unconstitutional.
SECTION 4. This Ordinance shall take effect on the thirty-first day after passage.
SECTION 5. Certification. The City Clerk shall certify the passage of this ordinance and shall cause the same to be entered in the book of original ordinances of said City; shall make a minute passage and adoption thereof in the records of the meeting at which time Ordinance No. 1846
4 the same is passed and adopted; and shall, within fifteen (15) days after the passage and adoption thereof, cause the same to be published as required by law, in a publication of general circulation.
PASSED, APPROVED AND ADOPTED this ____ day of ____________, 2022.
_____________________________
TASHA CERDA, Mayor
ATTEST:
MINA SEMENZA, City Clerk
APPROVED AS TO FORM:
LISA E. KRANITZ, Assistant City Attorney
City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 8.I
Section: CONSENT CALENDAR
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
RESOLUTION NO. 6610,
Entering into an Agreement with California
Department of Social Services and Designating Authorized Signatories CONTACT: RECREATION & HUMAN SERVICES
COUNCIL ACTION REQUIRED:
RECOMMENDATION AND STAFF SUMMARY:
Staff respectfully recommends that Council approve Resolution 6610 which expresses a wish to enter in an agreement with the California Department of Social Services for funding of the Family Child Care Program and designates authorized signatories for fiscal year 2023-34.
FINANCIAL IMPACT/COST:
Continued funding for Family Child Care Program for FY 2023-24. Amount is not yet determined and dependent on the State budget but is anticipated to be similar to FY 2022-23 funding which is $3,696,440.
ATTACHMENTS:
Resolution 6610.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
1 RESOLUTION NO. 6610
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF GARDENA, CALIFORNIA, TO ENTER INTO AN
AGREEMENT WITH THE CALIFORNIA DEPARTMENT OF
SOCIAL SERVICES AND DESIGNATE AUTHORIZED
SIGNATORIES
WHEREAS, the City of Gardena wishes to enter into a n agreement with the California Department of Social Services which provides funds for ch ild care and child development services, and;
WHEREAS, it is necessary that the City of Gardena designate and authorize a representative to sign the transaction in order to administer said services and documents for fiscal year 2023-24.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA , CALIFORNIA, DOES HEREBY FIND, DETERMINE, AND RESOLVE, AS FOLLOWS:
SECTION 1. Designates the following persons listed below as authorized signatories on behalf of the City Council:
Clint Osorio, City Manager Signature ________________________
Stephany Santin, Director of Recreation and Human Services (deemed Executive Director for CDSS programs) Signature ________________________
SECTION 2. That this Resolution shall be effective immediately.
BE IT FURTHER RESOLVED that the City Clerk shall certify to the passage and adoption of this Resolution; shall cause the same to be entered among the original Resolutions of said City; and shall make a minute of the passage and adoption thereof in the records of the proceedings of the City Council of said City in the minutes of the meeting at which the same is passed and adopted.
Passed, approved, and adopted this 10th day of January, 2023.
TASHA CERDA, Mayor
ATTEST:
MINA SEMENZA, City Clerk
DocuSign Envelope ID: 73F2DE73-C286-47EA-82C1-875EB08FC446
RESOLUTION NO. 6610
2 APPROVED AS TO FORM:
CARMEN VASQUEZ, City Attorney
DocuSign Envelope ID: 73F2DE73-C286-47EA-82C1-875EB08FC446
City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 8.J
Section: CONSENT CALENDAR
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
Approve Agreement with Luminator Technology Group for Maintenance of Bus Cameras
CONTACT: TRANSPORTATION
COUNCIL ACTION REQUIRED:
RECOMMENDATION AND STAFF SUMMARY:
In 2014, GTrans installed the Luminator Technology Group, formerly known as Apollo, vehicle security camera surveillance system on its buses, and contracted with Luminator for the maintenance and monitoring of this system for a total of 8 years under the original contract.
GTrans wishes to contract with Luminator for 2 years with 3 one-year options under a new maintenance and monitoring contract with an additional contingency for unplanned service calls and equipment. The maintenance contract will include daily monitoring of logs, on-site repair with prioritized services, two fleet inspections annually and will, at present, cover 57 vehicles with the option to add additional vehicles as needed.
Luminator provides an all-in-one solution for vehicle monitoring systems. Luminator manufactures, designs, installs, warranties, and maintains their systems. We’ve worked with Luminator to implement their security camera systems on several of our vehicle types over the years and Luminator is the most knowledgeable when it comes to GTrans’ practices, needs, and equipment. Therefore we wish to continue to contract with Luminator for their services and expertise with our equipment.
Luminator has provided pricing for each of the base and option years covering GTrans' base number of vehicles, along with the cost for additional vehicles. Pricing is also provided should GTrans wish to include additional vehicles in subsequent years. GTrans has determined overall pricing to be fair and reasonable. GTrans wishes to include an additional $5,000 per year (total of $25,000) to accommodate unplanned service calls and equipment required during each year. These funds would only be used with advanced authorization by GTrans staff.
Gold Service
Contract
Total
Base Year 1
$34,200
Base Year 2
$38,400
Option Year 1
$44,160
Option Year 2
$50,752
Option Year 3
$58,368
Total:
$225,880
Therefore, it is recommended that Council authorizes a contract with Luminator for two base years with three, one-year options, at a five-year cost of $225,800 plus an additional $25,000 ($5,000 per year) for additional work/service as required, for a total of $250,880.
FINANCIAL IMPACT/COST:
Funds for the first two years of service and associated number of vehicles are included in the FY23 and FY24 budgets previously approved by the Council. Funds for Option years will be included in subsequent budgets for Council consideration. There is no impact to the General Fund.
ATTACHMENTS:
Agreement - City of Gardena Agreement with Luminator.pdf Attachment A - Specifications and Scope of Work.pdf
Attachment A-1 - Contract Vehicles.pdf
Attachment A-2 - Preventable Maintenance Checklist.pdf
Attachment A-3 - Luminator Warranty.pdf
Attachment A-4 - Repair Escalation Process.pdf
Attachment B - Luminator Quotation (1.3.23).pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
City of Gardena Agreement with Luminator Page 1 of 10
AGREEMENT BETWEEN
THE CITY OF GARDENA
AND
LUMINATOR TECHNOLOGY GROUP, INC.
This contract, hereinafter referred to as “Agreement”, is entered into by and between THE CITY OF GARDENA (“City”) and Luminator Technology Group, Inc. (“Consultant”). Based on the mutual promises and covenants contained herein, the Parties hereto agree as follows:
1. Recitals.
A. City is desirous of obtaining services to service and maintain bus security camera systems.
B. Consultant is qualified by virtue of experience, training, education and expertise to provide these services.
C. City has determined that the public interest, convenience and necessity require the execution of this Agreement.
2. Services.
A. The services to be performed by Consultant shall consist of the scope of services outlined in Attachment A “Specifications and Scope of Work” , and any associated addendum, incorporated herein by reference, unless otherwise instructed by City.
B. The Services shall be performed in accordance with Attachment A “Specifications and Scope of Work”. Consultant shall not be liable for any failure or delay in furnishing proposed services resulting from fire, explosion, flood, storm, Act of God, governmental acts, orders or regulations, hostilities, civil disturbances, strikes, labor difficulties, difficulty in obtaining parts, supplies, or shipping facilities, inability to obtain or delays in obtaining suitable material or facilities required for performance, temporary unavailability of qualified personnel, failure by City to provide appropriate access to equipment or personnel, or other causes beyond Consultant’s reasonable control.
3. Contract Documents. The Contract Documents, which constitute the entire agreement betwe en City and Consultant, are enumerated as follows: City of Gardena Agreement with Luminator (this agreement); Attachment A “Specifications and Scope of Work” in its entirety including its sub-attachments (Attachments A- 1 through A-4); Attachment B “Luminator Quotation.” These form t he Contract, and all are as fully part of the Contract as if attached to this Agreement or repeated herein. In the event of any inconsistency between the terms of the proposal and this agreement, the following order of precedence shall apply with the highe r documents taking precedence over the lower documents: City of Gardena Agreement with Luminator (this agreement); Attachment A “Specifications and Scope of Work” in its entirety; Attachment B “Luminator Quotation.”
4. Additional Services . If City determines that additional services are required to be provided by Consultant in addition to the Services set forth above, City shall authorize Consultant to perform such additional services in writing (“Additional Services”). Such Additional Services shall be specifically described and approved by City in writing prior to the performance thereof. Consultant shall be compensated for such Additional Services in accordance with the amount agreed upon in writing by the Parties. No compensation shall be paid to Consultant for Additional Services which are not specifically approved by City in writing.
5. Agreement Administrator . For purposes of this Agreement, City designates Rachel Yoo as the City of Gardena Agreement with Luminator Page 2 of 10 Agreement Administrator who shall monitor Consultant’s performance under this Agreement. All notices, invoices or other documents shall be addressed to the Agreement Administrator, as well as all substantive issues relating to this contract. City reserves the right to change this designation upon written notice to Consultant.
6. Consultant’s Proposal. This Agreement shall include and incorporate therein Attachment A, “Specifications and Scope of Work” incorporated herein by reference. In the event of any inconsistency between the terms of the proposal and this Agreement, this Agreement shall govern.
7. Timing of Performance. Time is of the essence with respect to Consultant’s performance of the Services required by this Agreement. Consultant shall diligently and timely pursue and complete the performance of the Services required of it by this Agreement City, in its sole discretion, may extend the time for performance of any Service.
8. Compensation. Compensation for the Services shall be billed as set forth in Attachment B “Luminator Quotation”, attached hereto. The Compensation is inclusive of all costs that may be incurred by Consultant in performance of the Services, including but not limited to such items as travel, copies, delivery charges, phone charges, and facsimile charges.
9. Term of Agreement/Termination.
A. This Agreement shall be effective as of the date of execution by the City and shall remain in effect until all Services are completed or until terminated as provided for herein.
B. City may terminate this Agreement without cause by providing written notice to Consultant not less than three days prior to an effective termination date. City’s only obligation in the event of termination will be payment of fees and allowed expenses incurred up to and including the effective date of termination.
C. Unless for cause or a Force Majeure event, Consultant may not terminate this Agreement.
D. Upon receipt of a termination notice, Consultant shall: (1) promptly discontinue all Services, unless the notice directs otherwise; and (2) within thirty (30) days, deliver to City all files, data, reports, estimates, summaries, and such other information and materials as may have been accumulated or prepared to date by Consultant in performing the Services under this Agreement, whether completed or in progress.
Consultant shall provide these documents by both hard copy and in electronic format if available. In the event of termination for other than cause attributable to Consultant, Consultant shall be entitled to reasonable compensation for the services it performs up to the date of termination and shall be deemed released from liability for any work assigned but not completed as of the effective date of termination.
10. Invoices and Payments.
A. Payment shall be made upon receipt and approval of invoices for Services rendered. In order for payment to be made, Consultant’s invoice must include an itemization as to the services rendered, date(s) of service, direct and/or subcontract costs, and be submitted on an official letterhead or invoice with Consultant’s name, address, and telephone number referenced.
B. The Agreement Administrator shall review the invoices to determine whether services performed and documents submitted are consistent with this Agreement. Payment shall be made within forty- five (45) days following receipt of the invoice or the Agreement Administrator shall provide Consultant with a written statement objecting to the charges and stating the reasons therefore. Notwithstanding the preceding sentence, City shall render payment for all non-contested charges.
C. Payment by City un der this Agreement shall not be deemed a waiver of defects, even if such defects were known to City at the time of payment.
City of Gardena Agreement with Luminator Page 3 of 10
11. Records/Audit.
A. Consultant shall be responsible for ensuring accuracy and propriety of all billings and shall maintain all supporting documentation for a minimum of three (3) years from the completion date of the Services under this agreement the following records:
1. All accounts and records, including personnel, property and financial, adequate to identify and account for all costs pertaining to this Agreement and assure proper accounting for all funds.
2. Records which establish that Consultant and any subconsultant who renders Services under this Agreement are in full compliance with the requirements of this Agreement and all federal, state and local laws and regulations.
3. Any mutually agreeable additional records deemed necessary by City to assume verification of full compliance with this Agreement.
B. City shall have the right to audit Consultant’s invoices and all supporting documentation for purposes of compliance with this Agreement for a period of three years following the completion of Services under this Agreement.
C. Upon reasonable notice from City or any other governmental agency, Consultant shall cooperate fully with any audit of its billings conducted by, or of, City and shall permit access to its books, records and accounts as may be necessary to conduct such audits.
12. Successors and Assignment. This Agreement covers professional services of a specific and unique nature. Except as otherwise provided herein, Consultant shall not assign or transfer its interest in this Agreement or subcontract any services to be performed without amending this Agreement. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto.
13. Change in Name, Ownership or Control. Consultant shall notify the Agreement Administrator, in writing, of any change in name, ownership or control of Consultant’s firm or subconsultant. Change of ownership or control of Consultant’s firm may require an amendment to the Agreement.
14. Key Personnel. City has relied upon the professional training and ability of Consultant to perform the services hereunder as a material inducement to enter into this Agreement. Consultant shall provide properly skilled professional and technical personnel to perform all services under this Agreement. In the event that City, in its sole discretion, at any time during the Agreement, desires the removal of any person or persons assigned by Consultant to perform Services pursuant to this Agreement, Consultant shall immediately comply with any such request, subject to compliance with applicable state and federal law and any relevant rules and regulations promulgated thereunder.
15. Use of Materials.
A. City shall make available to Consultant such materials from its files as may be required by Consultant to perform Services under this Agreement. Such materials shall remain the property of City while in Consultant’s possession. Upon termination of this Agreement and payment of outstanding invoices of Consultant, or completion of work under this Agreement, Consultant shall return to City any property of City in its possession and any calculations, notes, reports, electronic files, or other materials prepared by Consultant in the course of performance of this Agreement.
B. City may utilize any material prepared or work performed by Consultant pursuant to this Agreement, including computer software, in any manner, which City deems proper without additional compensation to Consultant. Consultant shall have no responsibility or liability for any revisions, changes, or corrections made by City, or any use or reuse pursuant to this para graph unless Consultant accepts such responsibility in writing. Furthermore, City shall defend, indemnify and hold Consultant, its affiliates and each City of Gardena Agreement with Luminator Page 4 of 10 of their respective officers, directors, employees, affiliates, agents and customers (each an “Indemnified Party”) harmless from and against any and all claims, losses, liabilities, damages, costs and expenses (including attorneys’ fees) arising from or related to this Section 14.b.
16. Confidentiality.
Consultant acknowledges that some of the material and information that may come into its possession or knowledge in connection with this Agreement or its performance may consist of information that is exempt from disclosure to the public or other unauthori zed persons under either state or federal statutes ("Confidential Information"). Confidential Information includes, but is not limited to, names, addresses, Social Security numbers, e -mail addresses, telephone numbers, financial profiles, credit card infor mation, driver's license numbers, medical data, law enforcement records, agency source code or object code, agency security data, or information identifiable to an individual that relates to any of these types of information. Consultant agrees to hold Confidential Information in strictest confidence and not to make use of Confidential Information for any purpose other than the performance of this Agreement, to release it only to authorized employees or Sub - consultants requiring such information for the purp oses of carrying out this Agreement, and not to release, divulge, publish, transfer, sell, disclose, or otherwise make the information known to any other party without City's express written consent or as provided by law. Consultant agrees to release such information or material only to employees or Sub -consultants who have signed a nondisclosure agreement, the terms of which have been previously approved by City. Consultant agrees to implement physical, electronic, and managerial safeguards to prevent unauthorized access to Confidential Information.
"Personal information" including, but not limited to, "Protected Health Information" (PHI) under Health Insurance Portability And Accountability Act (HIPAA), individuals' names, addresses, phone numbers, birth dates, and social security numbers collected, used, or acquired in connection with this Agreement shall be protected against unauthorized use, disclosure, modification or loss.
HIPAA establishes national minimum standards for the use and disclosure of certain health information. The Consultant must comply with all HIPAA requirements and rules when determined applicable by the City. If City determines that (1) City is a "covered entity" under HIPAA, and that (2) Consultant will perform "business associate" services and activities covered under HIPAA, then at City's request, Consultant agrees to execute City's Agreement in compliance with HIPAA.
Consultant shall ensure its directors, officers, employees, Sub-consultants or agents use personal information solely for the purposes of accomplishing the services set forth herein. Consultant and its Sub-consultants agree not to release, divulge, publish, transfer, sell or otherwise make known to unauthorized persons personal information without the express written consent of the City or as otherwise required by law.
Any breach of this provision may result in termination of the Agreement and demand for return of all personal information. Moreover, Consultant will indemnify and hold the City harmless from and against all losses and damages resulting from any unauthorized or improper disclosure, dissemination or use of the information as a result, in whole or in part, of Consultant’s action or inaction.
17. Nonuse of Intellectual Property of Third Parties. Consultant shall not use, disclose or copy any intellectual property of any third parties in connection with work carried out under this Agreement, except for intellectual property for which Consultant has a license. Consultant shall indemnify and hold Cit y harmless against all claims raised against City based upon allegations that Consultant has wrongfully used intellectual property of others in performing work for City, or that City has wrongfully used intellectual property developed by Consultant pursuant to this Agreement.
City of Gardena Agreement with Luminator Page 5 of 10
18. Ownership of Work Product. All documents or other information created, developed, or received by Consultant shall, for purposes of copyright law, be deemed worked made for hire for City by Consultant and shall be the sole property of City. Consultant shall provide City with copies of these items upon demand, and in any event, upon termination of this Agreement.
19. Legal Requirements.
A. Consultant shall secure and maintain all licenses or permits required by law, includi ng a City business license, and shall comply with all ordinances, laws, orders, rules, and regulations pertaining to the work.
B. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws, including, but not limited to, those laws related to minimum hours and wages; occupational health and safety; f air employment and employment practices; workers’ compensation; and all other Federal, State and local laws and ordinances applicable to the services required under this Agreements.
C. Consultant covenants that there shall be no discrimination based upon race, color, creed, religion, sex, marital status, age, handicap, national origin or ancestry, or any other category forbidden by law in performance of this Agreement.
20. Conflict of Interest and Reporting.
A. Consultant shall at all times avoid conflicts of interest or the appearance of a conflict of interest in the performance of this Agreement. If required, Consultant shall comply with the City’s Conflict of Interest reporting requirements. Consultant understands that pursuant to Gardena Municipal Code sections 2.24.020H and 2.24.025G, it is forbidden to make any contribution to a candidate or committee of a candidate for a municipal office of the City, or to an officeholder, until the completion of services to be performed under this Agreement.
B. Consultant and its representatives shall refrain from lobbying City of Gardena officials, employees and representatives for the duration of this Agreement.
21. Guarantee and Warranty. Consultant warrants to City that the material, analysis, data, programs and Services to be delivered or rendered hereunder will be of the kind and quality designated and will be performed by qualified personnel. Without waiver of City’s other rights or remedies, City may require Consultant to re - perform any of said services, which were not performed in accordance with these standards as evident by a failed audit event as may be mutually agreed upon. Consultant shall perform the remedial services at its sole expense to the extent that the failure are caused by a manufacturing or design defect, negligent failure to warn, negligent installation, or negligent Service with respect to products manufactured by Consultant and supplied under this Agreement.
22. Insurance.
A. Commencement of Work. Consultant shall not commence work under this Agreement until it has obtained City approved insurance. Before beginning work hereunder, during the entire period of this Agreement, for any extensions hereto, and for periods after the end of this Agreement as may be indicated below, Consultant must have and maintain in place all of the insurance coverage required in this Section.
Consultant’s insurance shall comply with all items specified by this Agreement. Any subcontractors shall be subject to all of the requirements of this Section and Consultant shall be responsible to obtain e vidence of insurance from each subcontractor and provide it to City before the subcontractor commences work.
Alternatively, Consultant’s insurance may cover all subcontractors.
B. Insurance Company Requirements. All insurance policies used to satisfy the requirements imposed hereunder shall be issued by insurers admitted to do business in the State of California. Insurers shall City of Gardena Agreement with Luminator Page 6 of 10 have a current Best’s rating of not less than A-: VII, unless otherwise approved by City.
C. Coverage, Limits and Policy Requirements. Consultant shall maintain the types of coverage and limits indicated below:
1. Commercial General Liability Insurance - a policy for occurrence coverage for bodily injury, personal injury and property damage, including all coverage provided by and to the extent afforded by Insurance Services Office Form CG 2010 ed. 10/93 or 11/85, with no special limitations affecting City. The limit for all coverage under this policy shall be no less than one million dollars ($1,000,000.00) per occurrence.
2. General Auto Liability Insurance - a policy including all coverage provided by and to the extent afforded by Insurance Services Office form CA 0001, ed. 12/93, including hired and non -owned autos with no special limitations affecting City. The limit for bodily injury and property damage liability shall be no less than one million dollars ($1,000,000.00) per accident.
3. Worker’s Compensation and Employer’s Liability Insurance - a policy which meets all statutory benefit requirements of the Labor Code, or other applicable law, of the State of California. The minimum coverage limits for said insurance shall be no less than one million dollars per claim. The policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may no t be canceled without thirty (30) days prior written notice, return receipt requested, is mailed to City.
4. Professional Errors & Omissions - a policy with minimum limits of one million dollars ($1,000,000.00) per claim and aggregate. This policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may not be canceled until thirty (30) days written notice, unless cancelled for non-payment, then ten (10) calendar days notice shall be given, is mailed to City.
5. Policy Requirements. The policies set forth above shall comply with the following, as evidenced by the policies or endorsements to the policies:
a. The City, its appointed and elected officers, employees, agents and volunteers shall be added as additional insured to the policy.
b. The insurer shall agree to provide City with thirty (30) days prior written notice, of any cancellation, non-renewal or material change in coverage, unless cancelled for non-payment, then ten (10) calendar days notice shall be given.
c. For any claims with respect to the Services covered by this Agreement, Consultant’s insurance coverage shall be primary insurance as respects the City, its elected and appointed officers, employees, agents and volunteers. Any insurance or self-insurance maintained by the City, its elected and appointed officers, employees, agents and volunteers shall be excess of Consultant’s insurance and shall not contribute with it.
D. Additional Requirements. The procuring of such required policies of insurance shall not be construed to limit Consultant’s liability hereunder or to fulfill the indemnification provisions and requirements of this Agreement. There shall be no recourse against City for payment of premiums or oth er amounts with respect thereto. City shall notify Consultant in writing of changes in the insurance requirements. If Consultant does not deposit copies of acceptable insurance policies or endorsements with City incorporating such changes within sixty (60) days of receipt of such notice, Consultant shall be deemed in default hereunder.
E. Deductibles. Any deductible or self -insured retention over $25,000 per occurrence must be declared to and approved by City. Any deductible exceeding an amount acceptable to C ity shall be subject to the following changes: either the insurer shall eliminate or reduce such deductibles or self -insured retentions City of Gardena Agreement with Luminator Page 7 of 10 with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Consultant); or Consultant shall provide satisfactory financial guarantee for payment of losses and related investigations, claim administration and defense expenses.
F. Verification of Compliance. Consultant shall furnish City with original policies or certificates and endorsements effecting coverage required by this Agreement. The endorsements are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved by City before work commences. Not less than fifteen (15) days prior to the expiration date of any policy of insurance required by this Agreement, Consultant shall deliver to City a binder or certificate of insurance with respect to each renewal policy, bearing a notation evidencing payment of the premium therefore, or accompanied by other proof of payment satisfactory to City. Consultant shall provide full copies of any requested policies to City within three (3) days of any such request by City.
G. Termination for Lack of Required Coverage. If Consultant, for any reason, fails to have in place, at all times during the term of this Agreement, including any extension hereto, all required insurance and coverage, City may immediately obtain such coverag e at Consultant’s expense and/or terminate this Agreement.
23. Indemnity.
A. Consultant shall defend, indemnify, and hold harmless the City, including its officials, officers, employees, and agents from and against all claims, suits, or causes of action for injury to any person or damage to any property arising out of any intentional or negligent acts or errors or omissions to act by Consultant or its agents, officers, employees, subcontractors, or independent contractor, in the performance of its obligations pursuant to this Agreement. Consultant has no obligation to indemnify and hold the City harmless for damages caused by: (i) The City’s fault or legal expenses incurred by the City in defending itself against suits seeking damages caused by the City’s fault or (ii) any product modification not authorized in writing by Consultant. The City may retain counsel but at the City’s expense. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy lim its do not act as a limitation upon the amount of indemnification to be provided by Consultant. This indemnity shall not apply if the claim arises out of the sole negligence or willful misconduct of City, its officers, agents, employees or volunteers.
B. The City will indemnify and hold Consultant harmless from third party damages that Consultant becomes legally obligated to pay related to bodily injury or damage to real or tangible personal property to the extent that the damages are caused by the City’s (a) misuse or negligent use of the product; and /or (b) use of the product in a manner or env ironment, or for any purposes, for which Consultant did not design it, or in violation of Consultant’s recommendations or instructions. Consultant may retain counsel at Consultant’s expense.
C. No official, employee, agent or volunteer of City shall be personally liable for any default or liability under this Agreement.
D. The above obligations are conditional on the indemnified party providing the indemnifying party prompt written notice of the claim after receiving notice of it, allowing the indemnifying party the option to control defense and disposition of the claim, and reasonably cooperating with the indemnifying party in the defense. The indemnifying party will not be responsible for any compromise made without its consent,
24. Consequential Damages
A. Neither party shall be liable hereunder for special or consequential losses or damages of any kind or nature whatsoever, including but not limited to lost profits, lost records or data, lost savings, loss of use of facility or equipment, loss by re ason of facility shut -down or non - operation or increased expense of operations, or other costs, charges, penalties, or liquidated City of Gardena Agreement with Luminator Page 8 of 10 damages, regardless of whether arising from breach of contract, warranty, tort, strict liability or otherwise, even if advised of the possibility of such loss or damage, or if such loss or damage could have been reasonably foreseen.
B. Neither party's liability shall be limited by this Section with respect to claims arising from breach of the confidentiality obligations of this Agre ement or arising from such party's infringement or misappropriation of the other party’s intellectual property rights.
25. Independent Contractor. Consultant agrees to furnish consulting services in the capacity of an independent contractor and neither Consultant nor any of its employees shall be considered to be an employee or agent of City.
26. Force Majeure. In the event performance of this Agreement, or any obligation hereunder, is either directly or indirectly prevented, restricted, or interfered with by reason of fire, flood, earthquake or like acts of God, wars, revolution, civil commo tion, explosion, pandemic’s, acts of public enemy, embargo, acts of the government in its sovereign capacity, labor difficulties, including without limitation, strikes, slowdowns, picketing, or boycotts, unavailability of equipment, parts and/or materials from vendor, price changes of greater than 5% for equipment, parts and/or materials, changes requested by City, or any other circumstances beyond the reasonable control and without the fault or negligence of the Party affected, the Party affected, upon giving prompt notice to the other Party, shall be excused from such performance on a day -to-day basis to the extent of such prevention, restriction, or interference (and the other Party shall likewise be excused from performance of its obligations on a day-to-day basis until the delay, restriction or interference has ceased); provided however, that the Party so affected shall use diligent efforts to avoid or remove such causes of non-performance and both Parties shall proceed whenever such causes are removed or cease.
27. PERS Eligibility Indemnification. In the event that Consultant or any employee, agent, or subcontractor of Consultant providing services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Em ployees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of the City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Consultant or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.
Notwithstanding any other agency, state or federal policy, rule, regula tion, law or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contribution to be paid by City for employer contribution and/or employee contributions for PERS benefits.
28. Notices. Any notice or communication given under this Agreement shall be effective when deposited, postage prepaid, with the United States Postal Service and addressed to the contracting parties. Name, address, telephone and facsimile numbers of the parties are as follows:
City of Gardena – GTrans
Attn: Rachel Yoo
13999 S. Western Avenue
Gardena, California, 90249
Email: [email protected]
Luminator Technology Group, Inc.
Attn: Gaytha Adams
900 Klein Road
Plano, Texas, 75074
Email: [email protected]
Either party may change the information to which notice, or communication is to be sent by providing advance City of Gardena Agreement with Luminator Page 9 of 10 written notice to the other party.
29. Severability. If any provision of this Agreement shall be held illegal, invalid, or unenforceable, in whole or in part, such provision shall be modified to the minimum extent necessary to make it legal, valid, and enforceable, and the legality, validity, and enforceability of the remaining provisions shall not be affected thereby.
30. Jurisdiction and Venue. This Agreement shall be deemed a contract under the laws of the State of California and for all purposes shall be interpreted in accordance with such laws. Both parties hereby agree and consent to the exclusive jurisdiction of the c ourts of the State of California and that the venue of any action brought hereunder shall be Los Angeles County, California.
31. Waiver. No delay or failure by either Party to exercise or enforce at any time any right or provision of this Agreement shall be considered a waiver thereof or of such Party’s right thereafter to exercise or enforce each and every right and provision of this Agreement. To be valid a waiver shall be in writing but need not be supported by consideration. No single waiver shall constitute a continuing or subsequent waiver.
32. Entire Agreement.
A. This writing contains the entire agreement of the Parties relating to the subject matter hereof; and the Parties have made no agreements, representations, or warranties either written or oral relating to the subject matter hereof which are not set forth herein. Except as provided herein, this Agreement may not be modified or altered without formal amendment thereto.
B. Notwithstanding the foregoing, and to realize the purpose of this Agreement, the Agreement Administrator may issue a written modification to the Scope of Work, if this modification will not require a change to any other term of this Agreement.
33. Joint Drafting. Each party acknowledges that it has had an adequate opportunity to review each and every provision in this Agreement and to submit the same to counsel and other consultants for review and comment and that the parties jointly drafted this Agreement. No provision of this Agreement or any Assignment shall be construed more strictly against one party than the other party by reason that one or the other party proposed, drafted or modified such provision or any other existing or proposed provision.
34. Public Records Act Disclosure. Consultant has been advised and is aware that this Agreement and all reports, documents, information and data, including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, pursuant to this Agreement and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code section 6250 et seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code section 6254.7, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for the disclosure of any trade secret including, without limitation, those records so marked if disclosure is deemed to be required by law or by order of the Court.
35. Counterparts. This Agreement may be executed in one or more counterparts, each of which s hall be deemed an original. All counterparts shall be construed together and shall constitute one agreement.
36. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement.
37. Attorney’s Fees. In the event that legal action is necessary to enforce the provisions of this Agreement, or to declare the rights of the parties hereunder, the parties agree that the prevailing party in the legal action shall be entitled to recover attorney’s fees and court costs from the opposing party.
City of Gardena Agreement with Luminator Page 10 of 10 IN WITNESS WHEREOF, the parties have hereunto affixed their names as of the day and year written below.
CITY OF GARDENA
By ______________________
Tasha Cerda
Mayor
Date ____________________
ACCEPTED: LUMINATOR TECHNOLOGY GROUP
By ______________________
Nima Ostad
Vice President of Sales
Date ____________________
APPROVED AS TO FORM:
________________________
Carmen Vasquez
City Attorney
ATTACHMENT A – SPECIFICATIONS AND SCOPE OF WORK
Maintenance of On-Board Video Surveillance System (OBVSS)
This Statement of Work (“SOW” , "Attachment") by and between Luminator Technology Group, Inc. (“Contractor”) and The City of Gardena (“City”) and is governed by the terms and conditions of the Attachment. Capitalized term used but not defined herein will have the meanings assigned to them in this Attachment. Contractor and City are hereinafter referred to jointly as the “Parties” and each individually as a “Party”.
Contractor shall provide services (“Services”) and deliverables (“Deliverables”) as set forth herein.
I) BACKGROUND/OBJECTIVE
The following requirements are for a Maintenance of On-Board Video Surveillance System (OBVSS) between City and Contractor. The equipment for maintenance includes a Bus Security Camera System comprised of fixed onboard cameras and digital video recorders (DVRs) with removable storage. Any OBVSS out of warranty or falling out of warranty during the term of Resultant Agreement (having the meaning “the final contract embodying all contract documents, terms, conditions and obligations”) shall be covered under this Attachment. Contractor shall provide pricing for the vehicles falling out warranty appropriately. Contractor shall also ensure there are enough technicians to perform the work as the fleet size increases or ages and shall add or remove technicians as needed.
Notwithstanding anything to the contrary, Contracted repairs and services will be covered under the Resultant Agreement.
The objective of this SOW is to preserve and maintain the OBVSS system in a complete and continually functioning condition for which the system was designed. To support this goal, Contractor shall ensure that the maintenance and repair services described in this scope are of the outmost quality, and repairs are performed per manufacturer specifications and in a timely fashion to get the system back to the green operational status light. Sub-standard services shall be considered a breach or failure to perform, and the City reserves the right to terminate the SOW for default. Contractor shall coordinate closely with City personnel on all work orders for best times and locations to perform services so as not to disrupt the normal functions of City operations and existing OBVSS system or have parts of the existing OBVSS system non-operational.
The Contractor agrees to provide the post -warranty maintenance, repair, and support services for the City’s fleet of vehicles as specified in this SOW.
II) CITY DUTIES:
1. The City will request all Services via Contractor’s supplied portal (Zendesk) 24 hours a day, seven (7) days a week including holidays. Contractor will adhere to the response time defined in this SOW to conduct repairs to restore services and mitigate loss or damage to City property.
2. The City will provide reasonable workspace accommodations for system repairs.
3. The City shall make every effort to accommodate Contractor’s testing activities. For clarity, the City operations activities shall have a priority over Contractor activities.
III) CONTRACTOR DUTIES:
1. Contractor shall supply labor including services for parts replacement, troubleshooting, documentation/reporting, and inspections for the contract period for equipment supplied in response to this SOW.
2. Services shall conform to the highest standard of commercially accepted practice for the class of work and shall result in a neat and finished appearance.
3. Where new equipment is replacing old equipment, Contractor is responsible for removing the existing equipment and doing appropriate repair work necessary to meet industry standards. All equipment removed or salvaged in conjunction with replacements (other than cabling and wires) must be returned to the City, along with a packaging slip describing where the parts were taken from, who replaced them and under what work order number.
4. Contractor shall provide all tools, supplies parts and software necessary, all technical resources including supervision and labor to provide transit OBVSS post warranty maintenance, repair, and parts support services. Contractor shall provide training on how to use and utilize the Contractor's service portal as needed by City personnel.
5. Contractor shall provide pricing options that include on-site and or remote support to maintain Contractor provided OBVSS and wireless communication systems for identified vehicles in Attachment A-1 “Contract Vehicles”. The operational status of the vehicle’s service shall be provided by email and included in service portal at the end of the onsite response to requested services while onsite.
6. Contractor should provide access to a service portal for requested repairs status. The information shall include but not limited to what bus was worked on, what work was performed in detail including reasons on component or system failure, date of when work was started and completed, name of technician, and serial numbers of faulty and replacement parts if parts swapped.
7. Manage requests and tracking number of each equipment's RMA.
8. Upon the City’s approval and support, conduct on-site or remote software upgrades as necessary to mSET server.
9. On-site review and validation of system functionality upon receipt of each new bus build from an OEM at no cost. In service vehicles that were removed from service for 6 months that want to be added into the service contract will require an inspection of the OBVSS system for operational condition and approval by Luminator. Associated cost is referenced in Attachment B “Luminator Quotation”.
10. Contractor shall comply with all known safety and security policies of the City.
11. Contractor shall address all critical failure, as further defined hereunder:
a. OBVSS critical failure is primarily impacting the OBVSS system, not able to record onboard data. Data includes video and audio data that is to be recorded onto the primary removable hard drive recording media.
b. OBVSS is considered critical if a DVR record status indicator(s) on the DVR is out or displays no active recording activity.
c. Cameras are a critical system component since their primary function is capture and recorded video and associated audio to the OBVSS. Fixed-route vehicles that have five (5) or more video losses in seven (7) days would warrant a non-critical service call. Camera(s) with a video loss and a red status light would be considered critical service call. Non-fixed route vehicles with a reported video loss would be considered non-critical. Fleet system failure is the failure of OBVSS systems failing to record onboard data affecting 25% of the fleet or greater individually or a combination of onboard OBVSS and camera systems. d. Fleet management software critical failure is defined as failure of fleet management software concurrently failing to receive onboard recorded data affecting 10% of the fleet for Contractor managed on premise or hosted server solutions. e. Failure of Contractor provided routers concurrently failing affecting 10% of the fleet. f. Fleet management software failing to concurrently download custom and or automated clip request affecting greater than 10% of the fleet.
g. GPS data failing to provide speed and GPS location data affecting greater than 10% of the fleet.
IV) CONTRACTOR DELIVERABLES
1. Description of Deliverables - Contractor shall develop, complete and provide Services to ensure compliance with the following Deliverable(s) in relations to specifications (Section VI):
a. Contractor shall provide both preventative maintenance and unscheduled repairs, as outlined within Attachment A-4 “Repair Escalation Process”, on the Fleet On- Board Video Surveillance System (OBVSS) inclusive but not limited to: 1) provide all transit onboard video surveillance system extended warranty; and 2) post warranty maintenance, repair and support services including non-warranty related repair services. Furthermore, additional repairs may be requested by the City for OBVSS equipment resulting from such incidents involving vandalism or accidental damage by issuing a purchase order.
b. Contractor shall provide the latest software versions, install per manufacturer specifications, and provide all required licenses, installation configuration, programming, and support for a seamless functional OBVSS. c. Equipment shall be properly mounted with sufficient clearance to facilitate operation, observation, and testing. All wires/harness should be secured properly to ensure no chaffing all camera cables will be labeled with specific camera number per Gardena camera legend. Use the appropriate fittings to ensure and positive grounding, free of ground loops, throughout the entire system
2. Notwithstanding anything to the contrary, Service also to include turn‐key preventative maintenance, on-call maintenance, and support as defined per this SOW. Fulfillment of this requirement shall be done by Contractor. Contractor should assume changes in City’ fleet size during the contract term. Vehicles that have been decommissioned and then reinstated after 6 months or more will require an inspection. See Attachment B “Luminator Quotation” for vehicle add-on cost to service plan.
V) IMPLEMENTATION SERVICES
Contractor shall perform implementation services related to the installation of the system, as described in this document. Furthermore, Contractor shall work cooperatively with the City, and with other system vendors to perform integrated testing of the system as coordinated by the City. Best efforts shall be made to work with vendor system and integration. For clarity, the City is fully responsible for any and Non-Recurring Expense (“NRE”) made payable to Contractor.
VI) SPECIFICATIONS
1. Repair or Replacement of Faulty Components: During the warranty and post-warranty periods, Contractor shall repair or replace any faulty components, with the cost included in the warranty and maintenance plan price.
2. General Specifications & Technical Requirements
a. All repaired and remanufactured equipment, components, and assemblies furnished under these requirements shall be warrantied per Contractor’s warranty declarations.
b. All equipment sent out for repairs shall include a detailed work order and repair/replacement time within fourteen (14) days upon receipt of equipment. c. All visits shall be scheduled, and best efforts shall be made to adhere to schedule. A 24 hours’ notice shall be given for any scheduled work being cancelled. d. At the beginning of a maintenance contract cycle, the City will have the right to add and remove vehicles from the service plan.
e. In the event a vehicle included in the service plan is no longer able to be used in service the City and subject to Contractor’s inspection and PDI may replace that vehicle with another mid -contract cycle. (See pricing in Attachment B “Luminator Quotation” and inspection sheet in Attachment A-2 “Preventative Maintenance Checklist”).
f. Contractor will provide pro -rated charges to add new vehicles in excess of fifty (50) to the base maintenance plan during mid-contract cycle.
3. Onboard Video Security System (OBVSS)
a. The OBVSS System for each vehicle shall include but is not limited to:
i. Cameras
ii. Digital Video Recorder (DVR), including a Central Processor iii. Removable Storage Media
iv. Audio Microphone integrated into camera housing or external v. Event Tagging Button/Visual Status Indicator
vi. Vehicle Positioning System (GPS)
vii. G‐force 3‐axis accelerometer
viii. Wireless communications equipment for connection to the Central System and mobile devices
ix. Interfaces to external metadata
x. Battery Backup
xi. On-Board Display Controller
xii. Cabling
xiii. Display monitors
xiv. Fuses
xv. All necessary ancillary equipment, enclosures and wiring necessary to meet the requirements specified in these Technical Specifications. b. Functional Requirements:
i. The OBVSS shall receive and digitally record video from the onboard cameras onto removable media in the DVR.
ii. The OBVSS and the Wireless Communication System shall enable data exchange between onboard and central infrastructure, including but not limited to surveillance video, audio, commands, configuration data, status messages/reports, and alarms.
iii. OBVSS shall record video, audio, location, and metadata continuously while the transit coach is powered.
iv. OBVSS shall record video and audio for a user configurable time after ignition removal.
v. The OBVSS shall not create any electrical interference with the operation of the transit coach or with any other onboard equipment or components. vi. OBVSS equipment shall be identified by a part number and/or serial number. vii. Visual station indicator LED shall indicate if there are issue(s) with the system including but not limited to camera issues, recording issues, and GPS issues.
viii. Alarm and digital inputs and outputs shall be recorded, flagged, and displayed in Events.
c. Audio Microphones
i. The OBVSS shall provide audio recording functionality to cover the areas in direct proximity to:
1) The operator/farebox
2) The rear door
3) The interior of the vehicle
ii. The audio microphones provided shall be capable of passenger‐operator voice Communications.
iii. The audio microphones shall input to the onboard DVR. d. Event Tagging Button
i. The System shall include an Event Tagging Button for Operator‐initiated event tagging.
ii. The Event Tagging Button shall be physically and functionally separate from the existing covert operator Silent Alarm.
e. Global Positioning System (GPS) Device
i. The System shall include GPS to synchronize video playback with vehicle location and speed.
ii. System software shall display precise location of a bus on a map, including street name, while simultaneously providing video footage. iii. GPS data and associated vehicle ID information shall be available to end users for access through the Central System.
f. G‐Force Sensor
i. The OBVSS shall include a configurable three‐axis (three [3] axis) G‐force sensor. ii. The purpose of the G‐force sensor shall (tag) a programmable time interval of video and to provide a marker to facilitate searching of video associated with sudden vehicle maneuvers that exceed the G‐force threshold. The default interval shall be set to two (2) minutes (one [1] minute before and one [1] minute after the time when the G‐force threshold was exceeded. iii. G‐Force data and associated vehicle ID information shall be available to end users through the Central System to support operational analysis, investigations, training issues, maintenance and calibration, and other functions.
g. Visual Status Indicator
i. The visual status indicator shall comprise an LED display that shall indicate if the OBVSS is fully operational or if a set of preconfigured conditions exist that shall indicate to the operator that the OBVSS is not fully operational. Visual Status Indicator shall be set to turn red including but not limited to one or more cameras are not working, if removeable media is not recording or recognized, and if GPS is not working.
4. Onboard Equipment Preventative Maintenance
a. Contractor shall provide for approval a written, comprehensive preve ntative maintenance plan and schedule for onboard equipment. At minimum, the plan shall comply with the original equipment manufacturer’s recommendations (Attachment A-2 “Preventative Maintenance Checklist”).
5. Preventative Maintenance Twice Yearly Annual Inspection and On-call Maintenance a. Minimum Services Required
i. Preventative maintenance services shall include OBVSS, Contractor- provided infrastructure, and system administration. ii. All Contractor OBVSS, infrastructure, and system administration equipment and software shall be maintained by Contractor, less server hardware procured by the City.
iii. In the event that emergency services (example: law enforcement needs immediate access to on‐board video) are required, Contractor shall make all possible efforts to respond within four (4) hours of receipt of request for response by the City which are within normal business hours Monday through Friday.
iv. All software changes and/or updates may be performed via remote access. v. Fleetwide hard drive changes shall be done onsite every 3 years with hard drives acquired from Contractor during bi-annual inspection. b. General Requirements
i. Preventative maintenance, on-call service maintenance and system monitoring services shall be provided through Contractor. This shall entail coordinating the repair of equipment with original manufacturers. ii. Preventative maintenance, on-call service maintenance and system monitoring issues shall be resolved as agreed to within the executed maintenance agreement between Contractor and the City.
iii. Preventative maintenance and on-call maintenance of equipment, software, communications, or other components requiring access to the City enterprise networks or systems shall be approved by and coordinated with the City. The City shall perform central system maintenance activities on behalf of the Contractor with Contractor’s guidance and oversight. At no time shall Contractor maintain, reconfigure, modify, or access in any way the enterprise IT network without the prior written consent from the City. iv. Any necessary documentation, training materials, or drawings resulting from changes or modifications to the System as a result of preventative maintenance or on-call maintenance services shall be provided to the City at no additional cost.
v. Maintenance reports are to be completed entirely and submitted to the City on the day of service on-site. Maintenance reports shall include if a vehicle is 100% functional. 100% functional means there is no power, functionality, or connectivity issues on any OBVSS component.
vi. Maintenance reports shall include but not limited to details of replaced parts such as serial numbers of faulty and replacement parts, start and completed date and times, repair description, technician’s information, vehicle information, and if the vehicle is now fully functioning. vii. Each individual part pulled from a donor vehicle by Contractor will require prior consent from the City.
viii. Parts deemed faulty by Contractor onsite technician will include a thorough diagnostics test and reporting to the City on the reason it is deemed faulty.
ix. When parts are deemed faulty by a Contractor on-site technician and is found to be in good working condition by repair center technician, the City will not be charged for any services performed or shipping costs. x. Parts are not to be removed or placed in the stockroom by Contractor.
Contractor shall receive parts and hand parts to the City designated staff.
6. Qualifications
a. Contractor’s technicians shall demonstrate a thorough knowledge of the administration, preventative maintenance, and repair techniques needed to perform this portion of the contract. Knowledge level shall be specific to all Contractor’s on- board system types.
b. Personnel, who perform diagnostics, repair, administration, or in any way interface with the system, shall be qualified by Contractor to perform the work they are engaged in. c. Personnel shall wear clothing bearing the company name with proper identification/badges while on the City’s premises, present a neat appearance and be easily recognized.
7. OBVSS Infrastructure Equipment Maintenance
a. For the purposes of this Attachment A “Specifications and Scope of Work”, infrastructure shall be defined as all Contractor equipment and software related to administration, support, maintenance, and use of the system onboard City’s operated vehicles.
b. Contractor shall provide for approval a written, comprehensive preventative maintenance plan and schedule for infrastructure equipment. At minimum, the plan shall comply with the original equipment manufacturer’s recommendations. c. In addition, the City requires the following preventative maintenance to be performed at minimum two (2) times annually:
i. Overall system integrity and performance
ii. Checking all equipment and cable securements
iii. Contractor shall be permitted to provide software maintenance services remotely via a City provided VPN connection.
8. Network (Health System) Monitoring
a. mSET and ViM software shall monitor the system to ensure tagged video is properly and reliably downloaded from the on‐board systems and stored in the proper server locations.
b. Upon receipt of an error, device failure, download failure, or other problem identified in the health monitoring system, Contractor shall coordinate a remedy to the problem under the provisions of maintenance/warranty repair.
c. Health mSET health maintenance shall capture daily the following:
i. DVR recording
ii. HDD health
iii. Camera sync loss
iv. DVR system issues
v. Alarm input
d. Contractor shall provide, when available, all OBVSS firmware, software patches, updates, and utilities necessary to ensure that the system is performing optimally.
9. Fleet Inspection
a. The City requires the following preventive maintenance to be performed at a minimum two (2) times annually as per Attachment A-2 “Preventative Maintenance Checklist”.
b. Bi-annual inspections shall be conducted by Contractor in February and August of each year starting during the 1st week of each month. Inspections shall be completed with PM Inspection form (Attachment A-2 “Preventative Maintenance Checklist”) including but not limited to physical and performance inspections completed within fourteen (14) days. Inspection and repair of the DVR including OBVSS hardware, software and hard drive performance, integrity and latest firmware on all hardware. Physical inspection of each system and component for damage, cleanliness, lose or corroded connections and contacts, integrity of wires, cables, mountings per Attachment A-2 “Preventative Maintenance Checklist”. c. If a bi-annual inspection is not completed and reported for available vehicles within the time period specified above, Contractor will be subject to an initial penalty fee of $500.00. A $100.00 per week fee will be assessed after inspection submittal until the completed inspection repair plan is submitted.
10. Linear Fleet Inspection Flowchart
a. Conduct Inspection/Audit and provide repair plan and parts list (Maximum 14 days). b. Progress report of completed bus inspections provided weekly. c. City to review and approve recommended repairs per bus in writing (2 Days). d. City orders or authorizes required parts from Open PO required (1 Day). e. Upon receipt of parts by City, Contractor shall complete the repairs within fourteen (14) days.
f. Contractor Signs off repairs.
g. The City shall be responsible to review the report and provide the parts identified as needing replacement repairs for all inspection -related issues. Upon receipt of the parts, Contractor shall have fourteen days to complete repairs. h. If repairs for inspection-related issues are not completed within the time period specified above, Contractor will be subject to a penalty fee of $500.00. For each week thereafter assuming parts are onsite and available an additional penalty fee of $100.00 per week will be assessed until repairs are completed. Penalty fees may be waived at the discretion of the City.
11. Warranty
a. General Warranty Requirements (Attachment A-3 “Luminator Warranty ”):
a. All purchased equipment, components, and assemblies furnished under these requirements shall be new and warrantied.
b. All purchased equipment furnished shall be the latest model. c. Contractor shall offer a standard warranty period for all new system components d. Contractor shall offer an extended warranty period beyond the standard warranty for all new system components through end of the second year.
12. Hardware Warranty
a. During the Warranty Period, defective hardware shall be replaced by Luminator. b. Replacement units shall be fully tested and certified compliant with the original part.
13. Enforcement of Warranty
a. If Contractor fails to perform any of the warranty repairs required within the times set forth in this Attachment A “Specifications and Scope of Work”, the City may, at its option, correct any malfunction giving rise to the need for the warranty repair. b. If the City makes such repairs, Contractor shall pay to the City within thirty days of request for payment, all costs associated with the repair, including but not limited to, City staff time, equipment, and any attorney’s fees for collection of the cost of the warranty repair.
14. Warranty Maintenance Records
a. During the life of the warranty agreement, Contractor shall maintain warranty maintenance records of services provided. As a minimum, records shall include:
i. Date and time of maintenance service.
ii. Description of maintenance service.
iii. Description of vendor performed diagnostics.
iv. Date and time of corrective measures taken.
v. Description of corrective measures taken; including on‐site arrival date and time. vi. Date and time of problem resolution or system restoration (in the event of service interruption).
vii. Name of technician.
viii. Serial number of faulty and replacement parts.
ix. The condition the vehicle/system was left in.
b. Warranty maintenance records shall also log the attributes of Contractor initiated maintenance services such as equipment recalls or software upgrades. c. Warranty maintenance records shall be provided to the City upon request.
VII) USE OF CITY FACILITY AND HOURS OF WORK
1. Contractor will be required to notify the City prior to gaining access to the City’s facility.
Furthermore, all visitors will be required to check in upon arrival at the City’s facility to obtain a visitor’s badge.
2. Normal work hours for Contractor shall be from Sunday to Saturday from 8 a.m. to 10 p.m., unless otherwise discussed and approved by the City.
3. Service shall not disrupt normal operations and the transport of passengers. This includes maintenance, cleaning, and other off‐hour activities.
4. Installation, demolition and testing activities may be performed during normal work hours, provided those activities are non‐disruptive.
5. Installation, diagnostics, demolition activities that require after normal work hours require the pre-approved by the City with a minimum of seventy-two (72) hour notice.
6. Safety vests are to be worn at all times when in bus yard and shall be provided by Contractor.
7. Contractor shall maintain its premises within the City’s facility in a reasonably neat and orderly condition. Upon completion of the project, Contractor shall remove all surplus materials, and rubbish (as a derivative of the Services) from the site assigned to Contractor and within the City’s facility.
VIII) COMPENSATION, CONTRACT TERM AND AREA OF PERFORMANCE
1. This is a price contract as shown in Attachment B “Luminator Quotation.”
2. The contract term is for two (2) base years and three (3) 1-year options, exercisable at City’s sole discretion. Base period shall be effective July 1,2022 through June 30, 2024. Option Year 1 shall be from July 1, 2024 to June 30, 2025. Option Year 2 shall be from July 1, 2025 to June 30, 2026. Option Year 3 shall be from July 1, 2026 to June 30, 2027.
3. Contractor shall provide the Services at the City’s facility, local Contractor’s office, or a location mutually agreed by the Parties.
IX) PROJECT MANAGEMENT
The Parties designate the individuals named below as its representatives for all matters relating to this SOW. The actions of the Party’s representatives regarding such performance shall be deemed the acts of the Party. A Party may at any time, upon notifying the other Party in writing, change its designated representative.
The contractual representatives will act as the primary contacts for resolving any business or financial issues regarding this SOW. The technical representatives will act as the point -of-contact for resolving any execution or delivery issues for tasks and deliverables under this SOW.
Party Contact Type Name Email
Contractor Contractual Representative Robert Rodriguez [email protected] Technical Representative Jack Cramer [email protected] City Technical Representative Minesh Chauhan [email protected]
X) ADDITIONAL INSTRUCTIONS
The specific Service(s) and Deliverables to be provided are established in this SOW. No modification, variation or amendment of this SOW (including any exhibit hereto) shall be effective unless made in writing and signed by both Parties. Nothing in this SOW shall be deemed to give any third party any claim or right of action against City or Contractor, which does not otherwise exist without regard to this SOW.
(REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK)
City of Gardena Agreement with Luminator Page 1 of 2
Attachment A-4: Repair Escalation Process
ATTACHMENT A-1: CONTRACT VEHICLES
All vehicles are under 2022-2023 contract
No. Potential Vehicles Group Name Recorder Model
1 890 Special Transit HDR4K08/04
2 891 Special Transit HDR4K08/04
3 892 Special Transit HDR4K08/04
4 1601 Trolley HDR4K16/12
5 1602 Trolley HDR4K16/12
6 2001 El Dorado HDR4K16/12
7 2002 El Dorado HDR4K16/12
8 2003 El Dorado HDR4K16/12
9 2004 El Dorado HDR4K16/12
10 2005 El Dorado HDR4K16/12
11 2006 El Dorado HDR4K16/12
12 2007 El Dorado HDR4K16/12
13 2008 El Dorado HDR4K16/12
14 2009 El Dorado HDR4K16/12
15 2010 El Dorado HDR4K16/12
16 2011 El Dorado HDR4K16/12
17 2012 El Dorado HDR4K16/12
18 2013 El Dorado HDR4K16/12
19 2014 El Dorado HDR4K16/12
20 2015 El Dorado HDR4K16/12
21 2016 El Dorado HDR4K16/12
22 2017 El Dorado HDR4K16/12
23 2018 El Dorado HDR4K16/12
24 2915 New Flyer MRH16/12
25 2916 New Flyer MRH16/12
26 2917 New Flyer MRH16/12
27 2918 New Flyer MRH16/12
City of Gardena Agreement with Luminator Page 2 of 2
Attachment A-4: Repair Escalation Process
No. Potential Vehicles Group Name Recorder Model
28 707 New Flyer/ZEP MRH16/12
29 720 New Flyer MRH16/12
30 723 New Flyer MRH16/12
31 724 New Flyer MRH16/12
32 725 New Flyer MRH16/12
33 726 New Flyer MRH16/12
34 727 New Flyer MRH16/12
35 728 New Flyer MRH16/12
36 729 New Flyer MRH16/12
37 730 New Flyer MRH16/12
38 731 New Flyer MRH16/12
39 732 New Flyer MRH16/12
40 733 New Flyer MRH16/12
41 734 New Flyer MRH16/12
42 735 New Flyer MRH16/12
43 736 New Flyer/ZEP MRH16/12
44 737 New Flyer MRH16/12
45 739 New Flyer MRH16/12
46 761 New Flyer MRH16/12
47 762 New Flyer MRH16/12
48 764 New Flyer MRH16/12
49 765 New Flyer MRH16/12
50 766 New Flyer MRH16/12
51 767 New Flyer MRH16/12
52 768 New Flyer/ZEP MRH16/12
53 771 New Flyer MRH16/12
54 773 New Flyer MRH16/12
55 775 New Flyer/ZEP MRH16/12
56 777 New Flyer/ZEP MRH16/12
57 779 New Flyer MRH16/12
City of Gardena Agreement with Luminator Page 1 of 6
Attachment A-2: Preventative Maintenance Checklist
ATTACHMENT A-2:
PREVENTABLE MAINTENANCE CHECKLIST
City of Gardena Agreement with Luminator Page 2 of 6
Attachment A-2: Preventative Maintenance Checklist
CCTV SYSTEM PREVENTATIVE MAINTENANCE INSPECTION LINE CARD
Start Time: End Time:
Date Bus No DVR FW
Version
O = OK;
A = ACTION TAKEN;
D = DEFECTIVE
CAMERAS
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
1a Camera FoV verified
1b Image is clear, properly
aimed and focused
1c Camera is not mirrored
1d All IR emitters are working
(If equipped)
1e No visible damage to
camera
1f Camera is securely
mounted
1g Camera lens scratch free,
no obstruction
1h Camera is free of moisture
and water
1i Camera seal is intact
around the base
1j Cover gaskets are seated
properly
City of Gardena Agreement with Luminator Page 3 of 6
Attachment A-2: Preventative Maintenance Checklist
DVR
2a
DVR logs have been checked for
faults in the last month and
none were present
2b DVR has power. Power light is
red at startup
2c Recording LED is flashing green
2d Verify latest software and
firmware version and document
2e Verify CPU Fan is 230 RPM or
greater
2f Hard drive is running and
locked
2g Hard drive has smart health
50% or greater
2h Correct date and time set
2i GPS shows location and speed
movement
2j Verify number of recording days
for the last 30 days
2k 2 different recorded days, times
GPS, audio was checked
Date/Time 1: Date/Time 2:
GPS 1: GPS 2:
Audio 1: Audio 2:
2l Correct Camera Names Set
2m Verify correct IP address is
configured
2n BNC/Ethernet connectors locked
and taped on back of DVR
2o Rear connections are
tight/wires have slack
2p Connections are properly
terminated and not bare
2q DVR harness is secured to shelf
for stress relief
2r LED box is functioning properly
(If equipped)
2s Clean DVR, DVR shelf, Charger,
UPS, and areas around
2t Clean ventilation areas with air
dust can
2u Accelerometer is internal to the
DVR and working?
2v DVR mounting plate is secure to
surface
2w DVR is secured to DVR
mounting plate properly
2x System Log was reviewed for
errors
City of Gardena Agreement with Luminator Page 4 of 6
Attachment A-2: Preventative Maintenance Checklist
HARD DRIVE
3a Serial Number
3b Manufacturer/Agency Start Use
Date
3c Due For Replacement?
POWER TERMINATIONS
4a Visible cabling is secured and
not chafing
4b Ring terminals and butt
connectors are secure
4c Fuse holders are accessible and
secured
CABLING
5a All visible cabling is secured and
not chafing
5b Sufficient cable stress relief
when tray slides out
5c
Admin cable is neatly coiled and
easily accessible (Applicable to
Luminator Only)
5d Make sure all cables behind
DVR are labelled correctly
ROUTER
6a Perform Health Check
6b Video downloads are
downloading to ViM/mSET
EVENT MARKER / AUDIO
7a Button flashes GREEN during
normal operation
7b Button turns red when pressed
7c Unplugging a camera turns on
red LED
7d Button is not damaged
7e Button is securely mounted
7f Visible cabling is secured and
not chafing
7g
Verify live audio is working, and
recorded audio is enabled.
(Sample:32Hz, Mic Boost:3)
7h Audio channels are assigned
correctly
7i Front and rear audio are
working
City of Gardena Agreement with Luminator Page 5 of 6
Attachment A-2: Preventative Maintenance Checklist
POWER SUPPLY
8a Voltage directly from battery
8b Proper Voltage In & Proper
Voltage Out
8c DVR shuts down gracefully
when power is cut
8e UPS is securely mounted
8e Connectors and pins are secure
MONITORS
9a Front Monitor securely mounted
9b Front Monitor displays front
door camera
9c
Dash Monitor activates when
rear door open. Shows rear
door
9d
Dash Monitor activates when
put into reverse. Shows rear
exterior camera
SCREENSHOT
10a Provide screenshot of all
cameras and GPS
INITIAL FINDINGS / SERVICE NEEDED
11a
SERVICE COMPLETED
11b
City of Gardena Agreement with Luminator Page 6 of 6
Attachment A-2: Preventative Maintenance Checklist
Technician's Name (Print)
Technician's Signature
Date
Supervisor's Name (Print)
Supervisor's Signature
Date
NOTES / COMMENTS
11c
900 Klein Road – Plano, TX 75074
Tel: 972.424.6511; Fax: 972.663.0767
www.luminator.com
WARRANTY TERMS AND CONDITIONS, RETURN, AND REPAIR INFORMATION EFFECTIVE DATE: APRIL 1, 2021
This Warranty Terms and Conditions, Return and Repair Information (“Warranty Document”) sets forth the warranties provided by Luminator Technology Group, Inc. (“Luminator”) to its customers with respect to the products listed below (“Products”). By accepting delivery of a Product, You (“Customer”) agree to be bound by and accept all the terms and conditions in this Warranty Document.
Luminator products are manufactured in accordance with high quality standards, and when used in the manner intended, have a limited warranty against defects in material or workmanship for the following warranty periods:
Product / Solution Type:
Destination Display (All excluding Mobilite)
Voice Announcement System and Infotainment System
On-board Video Security System
Stationary Passenger Information Display
Next-Stop Display
Destination Display (Mobilite)
Duration and type (parts and labor):
Six (6) Years* / Aftermarket Three (3) Years
Three (3) Years*
Two (2) Years
One (1) Year
One (1) Year
One (1) Year
*Removal and replacement labor is included in the warranty for this itemii The warranty period commences on the date equipment is shipped from Luminator’s facility. During the warranty period, at its discretion, Luminator’s obligation will be limited to repair or replacement, without charge, of any Product proven to be defective in material or workmanship. Customer is responsible for all freight charges to Luminator’s facility and will returned pre-paid by Luminator. Repair of a defective Product is contingent upon availability of replacement parts. If replacement parts are not available, Luminator will, at its option replace the equipment with a comparable product.
INSTRUCTIONS FOR OBTAINING REPAIR OR RETURN SERVICE:
1. All goods must be returned with a valid SRO number.
• To request authorization:
o Call technical support at: 888-288-8721
o Visit luminator.zendesk.com
o Or email: [email protected]
• Please be prepared to provide the following information:
• Your name, company or agency name, telephone number, email and physical shipping address • Part or model number of the product
• Serial number and quantity of each product
• Description of the defect or repair requested
• Luminator will either advise Customer that warranty service shall be provided at the location of the Product or provide shipping instructions for repair or replacement.
2. Package your return carefully, using the original boxes and packaging material if possible. Luminator is not responsible for damage to a product during transit or product lost in transit.
3. Label the outside of the box with the SRO number obtained.
4. Ship the package freight pre-paid to:
Luminator Technology Group
Attn: SRO #____
900 Klein Road
Plano, TX 75074
If your repair is urgent, use expedited freight. Repairs sent via overnight s hipping will be returned via overnight shipping.
NOT
E: Customer may still incur r epair and/or replacement costs due to damage or misuse for Products covered under a valid wa
rranty. Customer may also incur a charge if a Product is returned and found to be free of defects, including shipping charges.
Unless otherwise noted above, the labor required for removal and replacement of warrantied equipment is not included or rei
mbursable under the standard warranty. To submit for reimbursement of labor, please consult with yo ur local Luminator representative.
Attachment A-3: Luminator Warranty
900 Klein Road – Plano, TX 75074
Tel: 972.424.6511; Fax: 972.663.0767
www.luminator.com
LIMITATION OF WARRANTY: This warranty covers normal use and does not cover damage arising from use of a Product in any application other than that for which the Product is intended, damage which occurs in shipment or failure which results from alteration, accident, misuse, neglect, voltage fluctuations, lightning, fire, water damage, (or other acts of nature), riots, faulty installation or adjustment of controls, interfacing with non-standard or custom equipment, improper maintenance, or alteration, repair or service by anyone other than Luminator personnel or its authorized repair agents. This warranty also does not cover normal wear and tear of equipment, including, but not limited to broken connectors, broken or scratched housings or cases, frayed wires, etc. Equipment or devices that Luminator product is connected or mounted to is not covered under warranty and therefore Luminator is not responsible for malfunctions that might occur with the installation of such equipment or device. Any device or component supplied but not manufactured by Luminator is hereby expressly excluded from all implied warranties of merchantability, fitness or otherwise, except as set forth in the express written warranty of the supplier of such device or component. THE WARRANTIES SET FORTH IN THIS WARRANTY DOCUMENT ARE IN LIEU OF ALL WARRANTIES, EITHER
EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY IMPLIED WARRANTY OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, NONINFRINGEMENT, AND OF ANY OTHER SIMILAR OBLIGATION ON THE PART OF LUMINATOR.
LIMITATION OF LIABILITY: LUMINATOR SHALL IN NO EVENT HAVE OBLIGATIONS OR LIABILITIES TO CUSTOMER OR ANY
OTHER PERSON FOR LOSS OF PROFITS, LOSS OF USE OR INCIDENTAL, SPECIAL OR CONSEQUENTIAL DAMAGES, WHETHER
BASED ON CONTRACT, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY, OR ANY OTHER THEORY OR FORM OF ACTION,
EVEN IF LUMINATOR HAS BEEN ADVISED OF THE POSSIBILITY THEREOF, ARISING OUT OF OR IN CONNECTION WITH THE
SALE, DELIVERY, USE, REPAIR OR PERFORMANCE OF THE PRODUCTS, OR ANY FAILURE OR DELAY IN CONNECTION WITH ANY OF THE FOREGOING. Without limiting the generality of the preceding sentence, Luminator shall not be liable for personal injury or property damage. In no event shall the liability of Luminator arising in connection with the Products exceed the actual amount paid by Customer to Luminator for the Products.
SERVICE WARRANTY: Seller warrants and represents that any services performed by Seller or by an authorized subcontractor or agent of Seller pursuant to this Agreement shall be performed on a professional basis, consistent with the best practices in the industry, in compliance with all applicable federal, state and local laws, rules and regulations, and in a diligent, workmanlike, and expeditious manner. Seller represents and warrants that all Seller employees, personnel, agents, or subcontractors performing services shall be trained, experienced, professional, and where applicable, licensed, certified and bonded to perform the services and shall comply with all applicable federal and state laws in the performance of services. Buyer indemnifies Seller and assumes all risk and liability associated with non-conformance of this clause.
MISCELLANEOUS: THIS WARRANTY DOCUMENT APPLIES (I) UNLESS CUSTOMER AND LUMINATOR HAVE SIGNED A
SEPARATE PURCHASE AGREEMENT FOR THE PRODUCTS OR AN AGREEMENT TO LICENSE SOFTWARE ASSOCIATED WITH THE PRODUCTS, IN WHICH CASE SUCH AGREEMENT SHALL GOVERN AND SET FORTH THE APPLICABLE WARRANTIES.
LUMINATOR WILL ONLY BE OBLIGATED TO HONOR ANY WARRANTY SET FORTH IN THIS WARRANTY DOCUMENT UPON RECEIPT OF FULL PAYMENT FOR THE PRODUCTS. This Warranty Document represents the entire agreement between Luminator and Customer relating to the subject matter hereof, and any prior agreements, promises, negotiations, or representations, whether oral or written, not expressly set forth herein are of no force and effect. This Warranty Document may not be altered, supplemented, or amended by the use of any other document(s), including an order for Products. Any attempt to alter, supplement or amend this document or to enter an order for Products that is subject to additional or altered terms and conditions will be null and void, unless otherwise agreed to in a written agreement signed by both Luminator and Customer. The warranties contained herein extend only to the original purchaser of the Products and no attempt to extend the warranties to any subsequent transferee of the Products shall be valid or enforceable without the express written consent of Luminator.
Interpretation and enforcement of these terms and conditions shall be governed by the laws of the State of Delaware.
All returns may be subject to a 20% re-stocking fee. Please contact your local representative for extended warranty and on-site service options.
Luminator will reimburse at a rate of $60 USD per hour for the labor rate of removal and replacement for Destination Displays (excluding Mobilite), Voice Announcement System and Infotainment Systems. Each component (Front, side, dash or rear display and / or operator system controller) will be reimbursed a total of 15 minutes for the removal and replacement. Labor costs will be credited to Buyer’s account to be applied to future purchases of aftermarket parts/products and for non-warranty repairs. To obtain credit, Buyer must complete a “Labor Credit Request” form that is provided with the returned parts.
Once completed mail the form with a copy of the packing slip to: Luminator Technology Group, 900 Klein Road - Plano, TX 75074.
City of Gardena Agreement with Luminator Page 1 of 1
Attachment A-4: Repair Escalation Process
ATTACHMENT A-4: REPAIR ESCALATION PROCESS
1. Service Support remote or onsite.
Luminator (“Contractor”) shall respond to support requests within 24 hours on business days, excluding holidays to the following areas pertaining to on board systems:
a. All OBVSS issues
b. OBVSS Communication, Cisco AP’s issues
c. Server Application Software Issues
2. Escalation Process
a. The City of Gardena (“City”) is required to engage customer support for Tier 1 troubleshooting within 24 hours.
b. Zendesk Ticket Issued for unresolved Tier 1 support. Troubleshooting may result in:
i. Remote Remedy
ii. Confirms condition still exist, requires notification to provide Onsite Support Services iii. Classify if Critical or Non-Critical. Classification breakdown can be found in Onsite Response Time.
c. Critical failure requires Onsite support team contacts City to coordinate onsite support date for the reported ticket.
d. Noncritical failure requires Onsite support team contacts City to schedule dates support for the reported ticket.
e. Onsite support arrives and conducts repair and report status. There are two conditions repaired or issues an SRO.
If Contractor does not respond within the agreed response timeframe, or is not able to provide the needed support, Contractor shall provide supplementary support in accordance with the above agreed escalation procedure. The escalation procedure can initially involve telephone support but must culminate in Contractor providing on‐site support if needed.
The proposal must define the proposed support escalation procedure (see above).
It shall be the responsibility of Contractor to properly locate and install/uninstall all onboard vehicle equipment.
3. Onsite Response Time
Contractor must schedule for qualified technicians to be available onsite within (24) hours for or the next business day for critical items. For non-critical issues, two (2) business days upon definition that onsite support is required.
Exhibit B
Quotation Number: A-0162820H
Date: 12/21/2022
Payment Terms: Progress Billed Contract
Shipping Terms: FOB Origin
Sales Contact:
Project Information:
Bill To: Ship To:
Tel: 310-965-8870
Line Qty Unit Price Ext. Price
Year 1 service contract for (50) vehicles or less
1 57 $600.00 $34,200.00
1b. $600.00
2 57 $0.00 $0.00
Subtotal: $34,200.00
Year 2 service contract for (50) vehicles or less
3 64 $600.00 $38,400.00
3b. $600.00
4 64 $0.00 $0.00
Subtotal: $38,400.00
5 64 $690.00 $44,160.00
5b. $690.00
6 64 $0.00 $0.00
Subtotal: $44,160.00
7 64 $793.00 $50,752.00
7b. $793.00
8 64 $0.00 $0.00
Subtotal: $50,752.00
9 64 $912.00 $58,368.00
9b. $912.00
10 64 $0.00 $0.00
Subtotal: $58,368.00
11 CMF1 $200.00 $200.00
Standard Terms and Conditions of Sale: https://luminator.com/images/Supplier_Documents_-_North_America/GENERAL_T_C_SALE_V1.1_2021.pdf Warranty and Repair Service Information: https://luminator.com/images/Supplier_Documents_-_North_America/LUMINATOR_WARRANTY_V1.2_2021.pdf Vehicle Addition to Service Plan, (Inspection Cost/Per Vehicle) LM-00SCPS001 Fleet Inspection (Twice Annually)
LM-00SCPS001 Fleet Inspection (Twice Annually)
LM-00SCPS001 Fleet Inspection (Twice Annually)
Service Plan Additions
Year 5
IN-VSSSL1001 Service Contract, RoadRunner On-board Video, Level 1 (Unit price is per vehicle, for 12 months - Minimum 50 Vehicles)
IN-VSSSL1001 Cost will be prorated when added during the fiscal yr.
LM-00SCPS001 Fleet Inspection (Twice Annually)
LM-00SCPS001 Fleet Inspection (Twice Annually)
Service Contract
IN-VSSSL1001 Service Contract, RoadRunner On-board Video, Level 1 (Unit price is per vehicle, for 12 months - Minimum 50 Vehicles)
IN-VSSSL1001 Cost will be prorated when added during the fiscal yr.
Please submit orders to [email protected], referencing the quotation number provided.
All prices in are US dollars; prices are terms are valid for 60 days. Freight charges, installation charges and taxes (if applicable) are additional and may not be included in this quotation.
All returns are subject to a 20% re-stocking fee.
IN-VSSSL1001 Cost will be prorated when added during the fiscal yr.
Option Years Service Contract for (50) vehicles or less Year 3
IN-VSSSL1001 Service Contract, RoadRunner On-board Video, Level 1 (Unit price is per vehicle, for 12 months - Minimum 50 Vehicles)
IN-VSSSL1001 Service Contract, RoadRunner On-board Video, Level 1 (Unit price is per vehicle, for 12 months - Minimum 50 Vehicles)
IN-VSSSL1001 Service Contract, RoadRunner On-board Video, Level 1 (Unit price is per vehicle, for 12 months - Minimum 50 Vehicles Cost per vehicle exceeding (50) vehicles. Cost will prorated when added during the fiscal yr.
Year 4
IN-VSSSL1001 Cost will be prorated when added during the fiscal yr.
IN-VSSSL1001 Cost will be prorated when added during the fiscal yr.
Model Description
1700 W 162nd St Gardena, California 90247-3732 United
States
Martin Frazier
Gardena, Service Contract
City of Gardena, dba: GTrans
Minesh Chauhan
Luminator Technology Group, Inc.
Tel: 972-424-6511
www.luminator.com
City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 13.A
Section: DEPARTMENTAL
ITEMS - COMMUNITY
DEVELOPMENT
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
New Bingo License, t
o conduct bingo games outdoors on the parking lot
area of the Lucky Lady Casino by the
Samoan Congregational Christian Church of South Los
Angeles
COUNCIL ACTION REQUIRED:
Staff Recommendation: Approve New Bingo License
RECOMMENDATION AND STAFF SUMMARY:
On November 3, 2022, an application for a new Bingo License was submitted by the Samoan Congregational Christian Church of South Los Angeles to conduct bingo games outdoors on the parking lot area of the Lucky Lady Casino located at 1045 W. Rosecrans Avenue.
Departmental inspections and/or investigations, as well as a background check were conducted as required by Gardena Municipal Code (GMC) Section 5.16.070. Memorandums from each applicable department or division are attached. Pursuant to GMC Section 5.16.030, the city may only issue license for bingo to those organizations exempted from the payment of the bank and corporations tax by California Revenue and Taxation Code. The applicant has provided documentation from the exemption division of the State Franchise Tax Board, which has been attached, confirming they are an eligible organization.
FINANCIAL IMPACT/COST:
None.
ATTACHMENTS:
Bingo License Application_Franchise Tax Board.pdf
Police Dept. Memo.pdf
LA County Fire Dept. Memo.pdf
Planning Division Memo.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 16.A
Section: DEPARTMENTAL
ITEMS - PUBLIC WORKS
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
Authorize the Contract Renewal Services with Smart Cover Systems, Inc. in the amount of $31,560 to provide Active Site Management (ASM) and Warranty Coverage COUNCIL ACTION REQUIRED:
Staff Recommendation: Authorize the Contract Renewal
RECOMMENDATION AND STAFF SUMMARY:
On September 11, 2018, City Council approved the purchase and installation of 30 Sewer Covers from Smart Cover Systems for monitoring at various locations in the City at a cost of $150,727.25. The purchase included installation of the system components and an Active Site Management (AMS) Subscription for the first year. The subscription includes website access, software subscription, satellite connectivity, and other web-based services.
Ongoing costs for the system include annual renewal of the site management subscription, optional power pack warranty and systems parts warranty. These costs have increased over the last several years and now exceed the purchasing threshold for administrative approval.
The system is an extremely valuable tool which provides continuous remote monitoring of 30 high volume sewer lines, 24 hours a day to help optimize the prevention of Sanitary Sewer Overflows (SSO).
Smart Cover Systems, Inc. is the sole source and exclusive manufacturer of this patented and proprietary system.
This is a budgeted expense covered under the sewer maintenance fund. Staff respectfully recommends that City Council authorize the contract renewal services with Smart Cover Systems, Inc. in the amount of $31,560 to provide Active Site Management (ASM) and optional warranty coverage of the sewer monitoring system.
FINANCIAL IMPACT/COST:
FY 2022-2023 Sewer Maintenance & Operation Budget: $1 million (Sewer Fund) ATTACHMENTS:
Attachment A - Smart Cover System Original Agreement
Attachment B - Smart Cover System Quote
Attachment C - Smart Cover Sole Source Letter
APPROVED:
___________________________________
Clint Osorio, City Manager
Budget Quote
Date
8/17/2022
Quote Number
6157
Bill To:
Gardena, City of
1717 West 162nd Street
Gardena, CA 90247 US
Attn: Adrianna Renteria
P.O. No.
Due Date
11/30/2022
Period Covered
12/1/2022-11/30/2023
Signature for Approval
Total
Terms and Conditions:
1. Payment: Net 30 days
2. Late Charges: A service charge of 1.5% per month may be added to all balances unpaid 30 days after invoice date.
3. All pricing subject to change.
4. Cancellations: For all orders of less than $10,000, cancellation is accepted prior to shipment. For orders equal to or greater than $10,000, a 15% restocking charge is applied for cancellation.
5. Returns: Returns are accepted with a valid Return Material Authorization (RMA) number only.
6. All hardware, rentals, pilots and renewals may be subject to tax.
Hadronex, Inc. dba SmartCover Systems
2110 Enterprise Street
Escondido, CA 92029 USA
Phone: 760-291-1980
Fax: 760-291-1980
We appreciate your business!
Hadronex, Inc. dba SmartCover® Systems™
Remit PO to [email protected] or
return this quote signed with PO number. Full scan of PO is preferred.
Sales Tax calculated
by AVATAX above
Item Description Qty Rate Total
ASM-SC1R Renewal: SmartCover® – REQUIRED 30 390.00 11,700.00 PW-5C1R Renewal: Power Warranty: - PARTS ONLY 30 220.00 6,600.00 EW-SC1R Renewal: SmartCover® System™ Warranty- Covers all systems parts except PowerPack™- PARTS ONLY.
30 442.00 13,260.00
Budget Quote
Date
8/17/2022
Quote Number
6157
Bill To:
Gardena, City of
1717 West 162nd Street
Gardena, CA 90247 US
Attn: Adrianna Renteria
P.O. No.
Due Date
11/30/2022
Period Covered
12/1/2022-11/30/2023
Signature for Approval
Total
Terms and Conditions:
1. Payment: Net 30 days
2. Late Charges: A service charge of 1.5% per month may be added to all balances unpaid 30 days after invoice date.
3. All pricing subject to change.
4. Cancellations: For all orders of less than $10,000, cancellation is accepted prior to shipment. For orders equal to or greater than $10,000, a 15% restocking charge is applied for cancellation.
5. Returns: Returns are accepted with a valid Return Material Authorization (RMA) number only.
6. All hardware, rentals, pilots and renewals may be subject to tax.
Hadronex, Inc. dba SmartCover Systems
2110 Enterprise Street
Escondido, CA 92029 USA
Phone: 760-291-1980
Fax: 760-291-1980
We appreciate your business!
Hadronex, Inc. dba SmartCover® Systems™
Remit PO to [email protected] or
return this quote signed with PO number. Full scan of PO is preferred.
Sales Tax calculated
by AVATAX above
Item Description Qty Rate Total
5953 155th St and Vermont
5952 Vermont Ave and 159th
5951 Western and 137th
5950 Redondo Beach Blvd and Manhattan Pl 5949 Vermont and Marine
5948 Arcturus and Redondo Beach Blvd 5947 1516 Redondo Beach Blvd
5946 15810 Crenshaw and Manhattan
5945 Manhattan Pl and 162nd St
5944 Arthur Johnson Park
5943 2404 El Segundo Service Rd
5942 1634 145th St.
5941 14150 Crenshaw
5940 Alley of S. Western Ave.
5939 15721 Brighton
5938 Rosecrans and Ardath Service Rd 5937 14804 Budlong
5936 14518 Berendo Ave
5935 2118 El Segundo Blvd
5934 13442 Catalina/135th Alley
5933 1926 El Segundo Blvd
5932 178th St Storm Drain
5931 2912 El Segundo Blvd
5930 Berendo and 132nd St
5929 Vermont and 141st St
5928 Vermont and 130th St
5927 Budlong and 141st Pl
5926 Budlong and 144th St
5925 Vermont Ave and 161st
5924 Halldale and 146th St
Total sales tax calculated by AvaTax 0.00 0.00
Budget Quote
Date
8/17/2022
Quote Number
6157
Bill To:
Gardena, City of
1717 West 162nd Street
Gardena, CA 90247 US
Attn: Adrianna Renteria
P.O. No.
Due Date
11/30/2022
Period Covered
12/1/2022-11/30/2023
Signature for Approval
Total
Terms and Conditions:
1. Payment: Net 30 days
2. Late Charges: A service charge of 1.5% per month may be added to all balances unpaid 30 days after invoice date.
3. All pricing subject to change.
4. Cancellations: For all orders of less than $10,000, cancellation is accepted prior to shipment. For orders equal to or greater than $10,000, a 15% restocking charge is applied for cancellation.
5. Returns: Returns are accepted with a valid Return Material Authorization (RMA) number only.
6. All hardware, rentals, pilots and renewals may be subject to tax.
Hadronex, Inc. dba SmartCover Systems
2110 Enterprise Street
Escondido, CA 92029 USA
Phone: 760-291-1980
Fax: 760-291-1980
We appreciate your business!
Hadronex, Inc. dba SmartCover® Systems™
Remit PO to [email protected] or
return this quote signed with PO number. Full scan of PO is preferred.
Sales Tax calculated
by AVATAX above
Item Description Qty Rate Total
0.00% 0.00
_____________________________________
$31,560.00
Sole Source – Manufacturer
Hadronex Inc. DBA SmartCover Systems
Hadronex Inc. DBA SmartCover Systems
2110 Enterprise Street, Escondido, CA 92029
25009SD Rev E 02/2022
Customer Name Date
Address
City, State Zip
This letter is to provide notification that Hadronex, Inc. (doing business as SmartCover ® Systems™) herein known as “Company” with corporate offices located at 2110 Enterprise Street, Escondido, CA 92029, is the sole creator, manufacturer and marketer of a group of systems and products, including: the award winning SmartCover®; SmartFLOE™; SmartVault ™; SmartWeir ™; SmartClean ®; SmartTank; SmartTrend ®; SmartRain™; SmartTide™; UnderCover®; SubSonic®; H2Scents® and StreamWatch®.
The SmartCover® family of products are both patented and proprietary, designed and manufactured by the Company to provide users with unique qualities and functions based on acquiring water level and/or flow data as well as other data in the sewer collection system or other structures with open channel flows, using ultrasonic, pressure or combined technology combined with embedded analytics and data fusion. The SmartCover® system, which acquires and transmits data through the Iridium® military grade satellite network, is immune to terrestrial communications interruptions cause d by storms or hurricanes and provides 24/7 user access via a secure web browser and through a dedicated, secure user website.
SmartCover® uniquely provides real-time, continuous monitoring capability powered by an engineered and proprietary long -life lithium thionyl chloride battery pack. It uniquely communicates with an embedded digital radio through the Iridium® satellite system assuring global, redundant and continuous coverage.
Users acquire trend data via the patented and proprietary SmartTrend® analysis software tool which issues predictive “Advisories” on developing trends, “Alarms” for surcharges and intrusions and maintenance “Alerts” that monitor specific operational parameters system. All notifications provide information and resources enabling Sewer Intelligence® - effective, informed decision-making for corrective or preemptive action.
Patent pending SmartRain™; StreamWatch® and SmartTide™ data services are available whe re users are presented a “multigraph view” for fast and easy comparison of the SmartCover® (level) or SmartFLOE™ (flow) data with local environmental data. SmartClean® provides advanced maintenance forecasting to reduce cost and risk.
Mounted directly on the manhole cover, the patented SmartCover® configuration is designed to be installed with no confined space entry per OSHA CFR 1910.146(b). The manhole cover mounting also provides a real-time intrusion alarm when the manhole cover is opened, providing a unique capability to detect intrusions or entries into the manhole or hatch.
Company solely provides ongoing professional services for management and security of data, software maintenance and upgrades, the user website interface and exercise of the Iridium Satellite communications system. These essential services directly enable users to have seamless, robust and ongoing access to real-time data from remote locations.
Company is protected by the following US Patents: 7,589,630; 7,598,858; 7,944,352; 7,948,215; 8,607,654; 9,297,684; 9,482,568; 10,612,228 and 10,901,068. The systems are also protected by registered trademarks and international patents. Company also has a Madrid Treaty filing for its main trademark. We hope this information will satisfy your requirements and that it clearly demonstrates the special, patented, unique and proprietary features of our systems.
Sincerely,
Corey Williams, P.E.
President/CEO, SmartCover Systems
[email protected]
City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 16.B
Section: DEPARTMENTAL
ITEMS - PUBLIC WORKS
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
Award Construction Contract for the Budlong Avenue from Redondo Beach Boulevard to El Segundo Boulevard and Halldale Avenue from 135th Street to El Segundo Boulevard Street Improvements Project, JN 985 to Sequel Contractor, Inc. in the amount of $1,471,799.50. Additionally Award Construction Management and Inspection Services Contract to Cannon Company, in the amount of $158,976.00, Approve the Project Plans & Specifications, Approve Budget Appropriation of $530,000 funds, and Declare California Environmental Quality Act (CEQA) Exemption.
COUNCIL ACTION REQUIRED:
Staff
Recommendations
:
Award Construction Contract
Award Construction Management and Inspection Services
Approve Budget Appropriation
Approve Project Plans and Specifications
Declare CEQA Exemption
RECOMMENDATION AND STAFF SUMMARY:
On April 12, 2022, the City Council approved the engineering design phase of the Budlong Avenue from Redondo Beach Boulevard to El Segundo Boulevard and Halldale Avenue from 135th Street to El Segundo Boulevard Street Improvements Project, JN 985. These street segments are identified in the Pavement Management Program as a priority for maintenance rehabilitation. The current Pavement Condition Index (PCI) score ranges from 56-86 (Poor to Good) and will reset to 100 (Very Good) upon completion of the roadway improvements. The project work includes grinding and overlay, slurry seal, curb and gutter, sidewalk cross gutter, adjustment of manholes and water valves to grade, curb ramps, striping and signage, traffic control, water pollution control and all other related work.
In November of 2022, the design was completed and Public Works finalized the plans and specifications and published a bid request in CR Planwell, Gardena Valley News and the City website and the following five (5) bids were received on December 20, 2022:
1. Sequel Contractors, Inc., Santa Fe Springs
$
1,471,799.50
2. Onyx Paving Company, Inc., Anaheim
$1,484,000.00
3. Palp, Inc. DBA Excel Paving, Long Beach
$1,518,456.00
4. Hardy & Harper. Inc., Lake Forrest
$1,583,000.00
5. All American Asphalt, Corona
$
1,773,722.00
Sequel Contractors, Inc. was the lowest responsible bidder. They are licensed in the State of California and have good and verified records of construction projects with Gardena and other municipalities in southern California. They will be required to meet all bonding and financial standards, the project is anticipated to start construction in March or 2023 and to be completed in June of 2023.
Request for Construction Management and Inspection services for this project were also sent to three (3) on-call consultants on December 8, 2022 and Cannon Company submitted the lowest responsible proposal in the amount of $158,976. Cannon Company has been doing Construction Management and Inspection services for local municipalities throughout Orange, San Bernardino and Los Angeles County for the last two (2) decades and are staffed with qualified managers and inspectors of different disciplines.
Funding for this project is from Measure M and Prop C funds. Additional budget appropriation in the amount of $490,000 Measure M and $40,000 Prop C are recommended to complete the project. As inflation and construction cost continues to surge across the country, the project bids came in approximately 25% higher than the design engineer's estimates.
Staff recommends that the City Council approve the award of the construction contract for the Budlong and Halldale Street Improvements Project, JN 985, to Sequel Contractors Inc. in the amount of $1,471,799.50 and additionally:
a
.
Award the Construction Management and Inspection (CMI) Services to Cannon Company in the amount of $158,976.
b
.
Approve the Budget Appropriation of $490,000 Measure M and $40,000 Prop C funds. c
.
Approve Plans, Specifications and Amendment.
d
.
Declare this project to be categorically exempt under the CEQA, Class 1, Section 15301, as rehabilitation of existing facilities.
FINANCIAL IMPACT/COST:
Source of Funds
FY 2022-2023 Budget - Prop C
$1,000,000
FY 2022-2023 Budget - Measure M
$490,000
Additional Budget Appropriation:
Measure M
$490,000
Prop C
$40,000
Total
$2,020,000.00
Estimated Expenditures
Design Phase Expenditures (Consultant & Job Cost)
$150,100
Construction Management & Inspection and Job Cost
$177,000
Construction Contract Award
$1,471,799.50
15% Construction Contingency
$220,770
Total
$2,019,669.50
ATTACHMENTS:
JN 985 - Sequel Contractor, Inc. bid 12-20-2022.pdf
Budlong Halldale St Improvements JN985 contract documents_Specifications_Amendment.pdf Budlong Halldale St Improvements JN985_plans.pdf
Cannon Company JN985 CM & Inspec Proposal.pdf
CEQA Notice of Exemption JN985.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
CITY OF GARDENA
CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
JN 985
DECEMBER 2022
CITY OF GARDENA
NOTICE INVITING BIDS
for
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
PROJECT NO. JN 985
Plans and Specifications are available through ARC Document Solutions. Please be advised that there is an additional charge for delivery. Upon payment of the purchase price, they become the property of the purchaser and may not be returned for refund.
You may access the plans through the following website under Public Planroom:
www.crplanwell.com
For help accessing and ordering, please contact a Planwell Administrator at 562.436.9761.
Notice is hereby given that the City of Gardena will receive sealed bids at the office of the City Clerk, City Hall, 1700 W. 162
nd Street, Gardena, California, until 2:00pm on December 20,2022, and shortly thereafter on this same day, they will be publicly opened and read in the City Clerk’s Office in-person and via ZOOM.
The information to join the bid opening via ZOOM is the following:
Topic: Bid Opening – JN985
Time: 2:00 PM on December 20, 2020 (Shortly thereafter the deadline) Join ZOOM Meeting
https://us02web.zoom.us/j/88512188790
Meeting ID: 885 1218 8790
Dial by phone: +1 669 900 9128 US
Should you have any questions or concern in delivering a bid or joining the ZOOM Meeting, please contact City Clerk’s office at (310) 217-9565 or via email at [email protected].
All bids must be in writing, must be sealed, and must be plainly marked on the outside: "BID ON PROJECT NO. JN 985. Any bid received after the hour stated above for any reason whatsoever, will not be considered for any purpose but will be returned unopened to the bidder.
Bids are required for the entire work as described below:
Work consists of excavation, asphalt concrete pavement, cold mill, asphalt rubber hot mix overlay, curb and gutter, sidewalk, cross gutter, adjustment of manholes and water valves to grade, curb ramps, striping and signage, traffic control, water pollution control and all other related work.
ENGINEER’S ESTIMATE: $ 1,188,000
The time of completion of contract shall be 75 working days as defined in the latest Standard Specifications for Public Works (“Greenbook”). Liquidated Damages, as defined in Section 6-9, shall be $2000 per each consecutive calendar day.
Each bidder must submit a proposal to the City, c/o City Clerk in accordance with the Plans and Specifications. Said proposal is to be accompanied by a cash deposit, a certified or cashier's check, or a bidder's bond, made payable to the City of Gardena, in an amount not less than 10 percent of the total bid submitted.
The envelope enclosing the proposal shall be sealed and addressed to the City of Gardena c/o City Clerk, and delivered or mailed to the City at 1700 W. 162 nd Street, Gardena, California 90247-
3778. The envelope shall be plainly marked in the upper left-hand corner as follows:
ATTENTION: CITY, c/o CITY CLERK
(Bidder's Name and Address)
(Number and title of this project) ________________________
The successful bidder will be required to furnish a faithful performance bond in the amount of 100 percent of the contract price, and a payment bond in the amount of 100 percent of the contract price, both in a form satisfactory to the City Attorney.
The contractor shall have an active Class “A” license from the Contractor’s State License Board at the time of submitting bid.
Pursuant to Public Contract Code Section 22300, the Contractor may, at Contractor's sole cost and expense, substitute securities equivalent to any monies withheld by the City to insured performance under the contract unless applicable federal regulations or policies do not allow such substitution. Such security shall be deposited with the City, or a state or federally chartered bank as escrow agent, who shall pay such monies to the Contractor upon satisfactory completion of the Contract. The Contractor shall be the beneficial owner of any security substituted for monies withheld and shall receive any accrued interest thereon. Securities eligible for investment shall include those listed in Government Code Section 16430 or bank or savings and loan certificates of deposit. No such substitution shall be accepted until the escrow agreement, letter of credit, form of security and any other document related to said substitution is reviewed and found acceptable by the City Attorney.
The City reserves the right to reject any or all bids and to waive any informality or irregularity in any bid received and to be the sole judge of the merits of the respective bids received. The award, if made, will be made to the lowest responsive responsible bidder.
Bidders are advised that this Project is a public work for purposes of the California Labor Code, which requires payment of prevailing wages. Accordingly, the bidder awarded the Contract and all subcontractors shall be required to pay not less than the prevailing rate of per diem wages, as determined by the Director of the California Department of Industrial Relations, and otherwise comply with the provisions of Section 1770 et seq. of the California Labor Code, California Code of Regulations, Title 8, Section 16000 et seq., and any other applicable laws, rules and regulations adopted with respect thereto (“California Prevailing Wage Laws”). Copies of such prevailing rates of per diem wages are on file at the Gardena City Clerk’s office and the office of the City Engineer, and copies shall be made available to any interested party on request. The prevailing rates of per diem wages referred to herein are hereby made a part of this Notice by reference.
Attention is directed to the provisions of Sections 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by Contractor or any Subcontractor under it.
Contractor and any Subcontractor under if shall comply with the requirements of said sections in the employment of apprentices.
The Contractor is prohibited from performing work on this project with a subcontractor who is ineligible to perform work on the project pursuant to Section 1777.1 or 1777.7 of the Labor Code.
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. All contractors and subcontractors must furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement) in a format prescribed by the Labor Commissioner no less than monthly.
As of January 1, 2016, the requirement to furnish electronic certified payroll records to the Labor Commissioner will apply to all public works projects, whether new or ongoing.
Exceptions: The Labor Commissioner may (but is not required to) excuse contractors and subcontractors from furnishing electronic certified payroll records to the Labor Commissioner on a project that is under the jurisdiction of one of the four legacy DIR-approved labor compliance programs (Caltrans, City of Los Angeles, Los Angeles Unified School District, and County of Sacramento) or that is covered by a qualifying project labor agreement.
These requirements will apply to all public works projects that are subject to the prevailing wage requirements of the Labor Code without regard to funding source.
The State General Prevailing Wage Determination is as established by the California Department of Industrial Relations (available at http://www.dir.ca.gov/DLSR/PWD/index.htm).
Award of Contract: The following are conditions to the award of the contract:
Each contractor and subcontractor listed on the bid must be registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. subject to the limited exceptions set forth in Labor Code Section 1771.1(a) (regarding the submission of a bid as authorized by Business & Professions Code Section 7029.1 or Public Contract Code Section 10164 or 20103.5 provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract was awarded): and
No contractor or subcontractor may be awarded this contract unless the contractor and each subcontractor listed on the bid is registered with the Department of Industrial Relations pursuant to Section 17265.5.
Any questions regarding this bid package may be referred to Frank Sanchez / PM, Public Works Engineering Division at 310.217.9631 or by e-mail at [email protected].
JN985 Budlong Ave and Halldale Ave Street Improvements
T A B L E O F C O N T E N T S
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
DESCRIPTION PAGE DESCRIPTION PAGE
i
Title Page ......................................................................
Notice Inviting Bids .......................................................
Location Map ................................................................
Table of Contents .......................................................... i Instructions to Bidders .................................................. ii-iv
BID PROPOSAL (To Be Submitted with Proposal)
Bid Schedule ................................................................. BP-2 Acknowledgement of Addenda Received ..................... BP-5 Bidder’s Declaration ...................................................... BP-6 Non-collision Affidavit .................................................... BP-8 Declaration of Eligibility to Contract .............................. BP-9 Bid Bond ....................................................................... BP-10 Designation of Subcontractors ...................................... BP-11 Construction Project Reference .................................... BP-12 Certificate of Non-Discrimination by Contractors .......... BP-13 Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion –
Primary Covered Transition ..................................... BP-14
CONTRACT DOCUMENTS (To Be Submitted after Award)
Agreement .................................................................... CD-2 Faithful Performance Bond ........................................... CD-4 Payment Bond .............................................................. CD-6 Workers’ Compensation Insurance Certificate .............. CD-8 Indemnification and Hold Harmless Agreement
Of Subrogation and Contribution .............................. CD-9 Insurance ...................................................................... CD- 10 GENERAL PROVISIONS
PART 1 – GENERAL PROVISIONS ............................. GP-1 Section 1 – General ................................................. GP-1 Section 2 – Scope of the Work ................................ GP-4 Section 3 – Control of the Work ............................... GP-7 Section 4 – Control of Material ................................. GP-9 Section 5 – Legal Relations and Responsibilities .... GP-9 Section 6 – Prosecution and Progress of the Work . GP- 10 Section 7 – Measurement and Payment .................. GP- 13 Section 8 – Facilities for Agency Personnel ............. GP- 14
TECHNICAL PROVISIONS
PART 1 – TECHNICAL PROVISIONS .......................... TP-1
PART 2 – CONSTRUCTION MATERIALS.................... TP-1 Section 200 – Rock Materials ................................... TP-1 Section 201 – Concrete, Mortar, and Related
Materials ............................................ TP-1 Section 203 – Bituminous Materials ......................... TP-2
PART 3 – CONSTRUCTION METHODS ...................... TP-2 Section 300 – Earthwork .......................................... TP-2 Section 302 – Roadway Surfacing ........................... TP-3 Section 314 – Traffic Striping, Curb and Pavement
Markings, and Pavement Markers ..... TP-4
PART 4 – EXISTING IMPROVEMENTS ....................... TP-5 Section 401 – Removal ............................................ TP-5 Section 402 – Utilities ............................................... TP-6 Section 403 – Manhole Adjustment and
Reconstruction................................... TP-6 Section 404 – Cold Milling ........................................ TP-6
PART 6 – TEMPORARY TRAFFIC CONTROL ............ TP-7
Section 600 – Access ............................................... TP-7 Section 601 – Temporary Traffic Control for
Construction and Maintenance
Work Zones ....................................... TP-8
PART 7 – STREET LIGHTING AND TRAFFIC
SIGNAL SYSTEMS ...................................... TP-9 Section 700 – Materials ............................................ TP-9 Section 701 – Construction ...................................... TP-10
PART 8 – LANDSCAPE AND IRRIGATION ................. TP-10 Section 801 – Installation ......................................... TP-10
APPENDIX
APPENDIX A: CITY STANDARDS
APPENDIX B: CALTRANS STANDARDS
ii
INSTRUCTIONS TO BIDDERS
FORM OF PROPOSAL
The Proposal shall be fully executed and submitted on the forms in the project specifications and shall be enclosed in a sealed envelope marked and addressed as directed in the Notice Inviting Bids.
PRPOSAL / BID DOCUMENTS
All Proposals shall include the following executed documents to be submitted with each bid:
Bidding Schedule
Acknowledgement of Addenda Received
Bidder's Declaration
Non-Collusion Affidavit
Declaration of Eligibility of Contract
Bid Bond
Designation of Subcontractors
Construction Project Reference
Certificate of Non-Discrimination by Contractors
Certification of Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Primary Covered Transitions
DELIVERY OF PROPOSAL
The Proposal shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the bidder's sole responsibility to see that its Proposal is received as stipulated. Any Proposal received after the scheduled closing time for receipt of proposals will be returned to the bidder unopened.
WITHDRAWAL OF PROPOSAL
The Proposal may be withdrawn by the bidder by means of a written request, signed by the bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of proposals prior to the scheduled closing time for receipt of proposals. No Proposal may be withdrawn after the hour fixed for opening bids.
ii
MODIFICATIONS AND ALTERNATIVE PROPOSALS
Unauthorized conditions, limitations, or provisions attached to the Proposal will render it informal and may be grounds for its rejection as non-responsive. The completed Proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. Oral, telegraphic, or telephonic proposals or modifications will not be considered.
DISCREPANCIES IN PROPOSALS
In the event there is more than one bid item in a Bidding Schedule, the bidder shall furnish a price for all bid items in the Schedule, and failure to do so will render the Proposal informal and may be grounds for its rejection as non-responsive. The bidder shall state in words and figures the unit prices or the specific sums as the case may be, for which it proposes to supply the labor, materials, supplies, or machinery, and completely perform the Contract. The total amount of each item bid and the total amount of the bid shall be stated in words and figures.
In case of any discrepancy between the words and the figures, the words shall prevail. If the unit price and the total amount named by a bidder for any items are not in agreement, the unit price alone will be considered as representing the bidder's intention and the total will be corrected to conform thereto.
PROPOSAL GUARANTEE – BIDDER’S SECURITY
Each bidder shall submit with his Proposal cash, an unconditional certified or cashier's check, or a bidder's bond, in the sum of the percentage of the bid stated in the Notice Inviting Bids, payable to the City as a guarantee that the bidder will, if its Proposal is accepted, execute the Contract and furnish a satisfactory Faithful Pe rformance Bond, a satisfactory Payment Bond and insurance certificates as specified herein.
If a bidder to whom an award is made, fails or refuses to sign the Contract or furnish the required bonds and certificates, all within the time stated in Section 2-1.5 of the Special Provisions herein, the funds represented by said cash, check or bidder's bond shall be forfeited and become and remain the property of the City; the amount thereof being agreed to by the bidder and the surety as a bid bond forfeiture due to the City because of the delay in the execution of the Contract and in the performance of work thereunder, resulting from such failure or refusal, except that if the City awards the contract to the next lowest responsive responsible bidder, only that portion of the bidder's security equal to the difference between the two bids will be forfeited.
A Bid Bond must be obtained from a corporate surety authorized to do business as such in the State of California as an “admitted surety insurer” and shall be on the form furnished by the City or one substantially in conformance with it. Certified or cashier's checks must be drawn on a solvent state or nationally chartered bank or branch thereof in the State of California. The liability of the City in connection with the checks shall be limited to the return of the checks (without interest) as provided in Section 2-1.6 of the Special Provisions bound herein.
DISQUALIFICATION OF BIDDERS
A person, firm, or corporation shall NOT be allowed to make or file, or to be interested in, more than one bid, except an alternative bid when specifically requested; provided, however, a person, firm, or corporation who has submitted a sub-proposal to a bidder submitting a
iii
Proposal, or who has quoted prices on materials to such bidders, is not thereby disqualified from submitting a sub-proposal or from quoting pr ices to other bidders submitting proposals, or from submitting a Proposal as a prime contractor. Similarly, failure to comply with the registration requirements of Labor Code Section 1725.5, as further described in the Notice Inviting Bids, will disqualify a bidder.
ADDITIONAL REQUIREMENTS
The bidder's attention is directed to the Special Provisions and Technical Provisions bound herein for additional requirements of the Proposal and Contract Documents.
CONTRACT DOCUMENTS
Contract Documents are to be submitted within twenty-one (21) calendar days AFTER award of contract unless extended by agreement of the City. Failure to timely submit executed Contract Documents may be grounds for rejecting the bid award and forfeiture of the bid security. See enclosed documents commencing on page CD-1.
TO BE SUBMITTED WITH PROPOSAL
BP-1
BID PROPOSAL (BP)
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
PROJECT NO. JN 985
C o n t r a c t o r :
A d d r e s s :
Phone:
F a x :
L i c e n s e N o . :
D.I.R. No.
E m a i l :
To Be Submitted
WITH
Bid Package
TO BE SUBMITTED WITH PROPOSAL
BP-2
BID PROPOSAL
PROJECT NO. JN 985
BID SCHEDULE
The undersigned, having examined the proposed Contract Documents titled:
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
and having visited the site and examined the conditions affecting the work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the work as required by said proposed Contract Documents and itemized bid schedule below. All work shall be completed within 65 Working Days from the date the Notice of Proceed is issued by the Engineer.
Item
No.
Item Description
Unit
Approx.
Quantity
Unit Price
in Figures
Item Total
1 Mobilization (not to exceed 5% of Bid)
LS
1 $
$
2 Remove and Replace Curb & Gutter
LF
215
$
$
3 Remove and Reconstruct Commercial
Sidewalk
SF
980
$
$
4 Remove and Reconstruct Residential
Driveway
SF
2,080
$
$
5 Remove and Reconstruct Commercial
Driveway
SF
350
$
$
6 Remove and Reconstruct Residential
Driveway
SF
980
$
$
7 Remove and Reconstruct Alley
Approach
SF
420
$
$
8 Remove and Reconstruct Access
Ramp
EA
28 $
$
9 Retrofit Existing Ramp with Plastic
Bolt Down Truncated Domes
EA
15 $
$
TO BE SUBMITTED WITH PROPOSAL
BP-3
10 Remove Existing Tree and Tree
Stump
EA
8 $
$
11 Plant New 24” Box Water Gum Tree
EA
6 $
$
12 Edge Mill (Variable Depth)
SF
87,350
$
$
13 Header Cut (Variable Depth)
SF
6,600
$
$
14 Cold Plane (2” Depth)
SF
49,900
$
$
15 Unclassified Excavation
CY
10 $
$
16 Asphalt Concrete
TON
780
$
$
17 AHRM Overlay
TON
3,250
$
$
18 Slurry Seal
SF
144,400
$
$
19 Reconstruct Traffic Loops
EA
14 $
$
20 Adjust Manhole to Grade
EA
28 $
$
21 Adjust Water Valve to Grade
EA
25 $
$
22 Battery Backup for Traffic Signal
EA
2 $
$
23 Signing, Striping and Pavement
Markers
LS
1 $
$
24 Traffic Control
LS
1 $
$
BID SCHEDULE (Continued)
TO BE SUBMITTED WITH PROPOSAL
BP-4
TOTAL CONTRACT BID:
( F i g u r e s ) $
(Words) ______
* In case of error in extension of price into the total price column, the unit price will govern.
All work required and shown on the construction plans and this specification for which no price or item is listed on this proposal, it shall be understood that such work, equipment, labor, tools and materials shall be provided without extra charge, allowance or direct payment of any kind. Payment for performing such work or furnishing such equipment, labor, tools and materials shall be included in the above lump sum or unit bid prices and no additional compensation will paid therefor.
If the City determines that any of the unit bid prices are significantly unbalanced to the potential detriment of the City, the bid will be replaced as non-responsive.
In case of any discrepancy between the words and the figures, the words shall prevail. If the unit price and the total amount for any item are not in agreement, the unit price alone shall be considered to represent the bidder’s intention and all totals will be corrected to conform thereto.
Attached hereto is cash, a certified check, a cashier's check, or a bidder's bond in the amount of _______________________________________________________________________Dollar s, said amount being not less than 10 percent of the amount bid. Pursuant to Public Contract Code Sections 20172 and 20174, it is agreed a portion equal to the difference between the low bid and second low bid shall be retained as a bid bond forfeiture by the City if the undersigned fails or refuses to execute the Contract and furnish the required bonds and certificates of insurance within the time provided.
Name of Bidder
Signature of Bidder
TO BE SUBMITTED WITH PROPOSAL
BP-5
BID PROPSOAL
PROJECT NO. JN 985
ACKNOWLEDGEMENT OF ADDENDA RECEIVED
The Bidder shall acknowledge the receipt of addenda by number and date each addendum received.
Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________
Addenda will be issued only through the ARC Document Solutions and access under their Public Planroom ( www.crplanwell.com). It is the Bidder’s sole responsibility to visit the Planroom to obtain and administer any Addendum related to this bid. An Addendum must be acknowledged above by a bidder in its submitted form of Proposal.
If an addendum or addenda have been issued by the City and not noted above as being received by the Bidder, the Bid Proposal may be rejected.
____________________________________ _____________________________ Bidder’s Signature Date
TO BE SUBMITTED WITH PROPOSAL
BP-6
BID PROPOSAL
PROJECT NO. JN 985
BIDDER'S DECLARATION
It is understood and agreed that:
1. The undersigned has carefully examined a ll documents which will form a part of the Contract; namely, the Notice Inviting Bids, the Instructions to Bidders, this Proposal, the Bid Bond, the Contract, the Faithful Performance Bond, the Payment Bond, the federal requirements, if any, the Plans and Specifications, the Special Provisions, and the Technical Provisions.
2. The undersigned has, by investigation at the site of the work and otherwise, satisfied himself as to the nature and location of the work and fully informed himself as to all conditions and matters, which can in any way affect the work or the cost thereof.
3. The undersigned fully understands the scope of work and has checked carefully all words and figures inserted in this Proposal and he further understands that the City will not be responsible for any errors or omissions in the preparation of the Proposal.
4. The undersigned agrees and acknowledges that he is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insuranc e in accordance with the provisions of that Code, and that the undersigned will comply with such provisions before commencing the performance of the Contract if it is awarded to the undersigned.
The undersigned will execute the Contract and furnish the required statutory bonds and certificates of insurance within the period of time specified in the Contract Documents.
The undersigned will begin work after award of Contract and a Notice to Proceed has been given as herein specified and will complete said work within the time specified in the Bidding Schedule.
5. The undersigned certifies that this Proposal is genuine and not sham or collusive, or made in the interest or on behalf of a person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid nor induced any other person, firm, or corporation to refrain from bidding. The undersigned has not in any manner sought by collusion to secure for himself any advantage over any other bidder.
6. The undersigned will accept an award and enter into a Contract for all work scheduled herein on which he puts in a bid. The awards for such work are to be entirely at the discretion of the City after evaluation of the bids as submitted. The undersigned agrees that the City shall recover or retain as a bid bond forfeiture an amount equal to the difference between the low bid and amount of the bid of the bidder with whom the City enters into a Contract, and the surplus, if any, shall be returned to the lowest bidder in accordance with the provisions of the Public Contract Code Sections 20172 and 20174 in the event of his failure to execute a Contract and furnish required bonds and insurance therefor within the time provided.
TO BE SUBMITTED WITH PROPOSAL
BP-7
BIDDER'S DECLARATION (Continued)
7. The undersigned bidder stated under penalty of perjury that the representations made in submitting this bid are, to the best of his/her knowledge, true, accurate, and complete.
Respectfully submitted,
_______________________________ ______________________________________ Contractor's Business Name Contractor (Print) Title
________________________________ ______________________________________ Business Address: Street Signature Title
________________________________ ______________________________________ City State Zip Contractor's License No. and Classification
________________________________ ______________________________________ Business Phone Number Business Fax Number
Date
________________________________ ______________________________________ Name Title Residence: Street
________________________________ ______________________________________ City State Zip Residence Phone Number
Note: If the bid is made by an individual, it must be signed with the full name of the bidder, whose address must be given: if it is made by a firm, it must be signed in the co- partnership's name by a general partner thereof, who shall also sign his or her own name, and the name and full address of each partner (general and/or limited) must be given; and if it is made by a corporation, it must be signed by a properly authorized officer, the corporate name shall be set forth, and the corporate seal shall be affixed.
TO BE SUBMITTED WITH PROPOSAL
BP-8
BID PROPOSAL
PROJECT NO. JN 985
NON-COLLUSION AFFIDAVIT
(To be executed by Bidder and submitted with Bid)
State of California
County of Los Angeles
being first duly sworn, deposes and
says that he or she is of
the party making the foregoing bid, that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, or agent thereof to effectuate a collusive or sham bid.
NAME OF BIDDER
SIGNATURE OF BIDDER
ADDRESS OF BIDDER
CITY STATE ZIP
ALL SIGNATURES MUST BE WITNESSED BY NOTARY
(attach appropriate jurats)
TO BE SUBMITTED WITH PROPOSAL
BP-9
BID PROPOSAL
PROJECT NO. JN 985
DECLARATION OF ELIGIBILITY TO CONTRACT
[Labor Code Section 1777.1; Public Contract Code Section 6109]
The undersigned, a duly authorized representative of the contractor, certifies and declares that:
1. The undersigned contractor is aware of Sections 1777.1 and 1777.7 of the California Labor Code, which prohibit a contractor or subcontractor who has been found by the Labor Commissioner or the Director of Industrial Relations to be in violation of certain provisions of the Labor Code, from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time.
2. The undersigned contractor is not ineligible to bid on, be awarded or perform work as a subcontractor on a public works project by virtue of Sections 1771.1 or 1777.7 of the California Labor Code or any other provision of law.
3. The undersigned contractor is aware of California Public Contract Code Section 6109, which states:
“(a) A public entity, as defined in Section 1100 [of the Public Contract Code], may not permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on, a public works project. Every public works project shall contain a provision prohibiting a contractor from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project pursuant to Section 1771.1 or 1777.7 of the Labor Code.”
“(b) Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract, and any public money that may have been paid to a debarred subcontractor by a contractor on the project shall be returned to the awarding body. The contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project.”
4. The undersigned contractor has investigated the eligibility of each and every subcontractor the undersigned contractor intends to use on this public works project, and has determined that none of them are ineligible to perform work as a subcontractor on a public works project by virtue of the foregoing provisions of the Public Contract Code, Sections 1771.1 or 1777.7 of the Labor Code, or any other provision of law.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this ______ day of _________, 20 _, at _________ _______ ________ (place of execution) ,
California__________.
Signature: ____________________________ Name: _________________________________
Title: ________________________________ Company: ______________________________
TO BE SUBMITTED WITH PROPOSAL
BP-10
BID PROPOSAL
PROJECT NO. JN 985
BID BOND
KNOW ALL MEN BY THESE PRESENTS:
T H A T , a s P r i n c i p a l ,
and , as Surety,
are held firmly bound unto the City of Gardena in the sum of $ ;
D O L L A R S ,
(not less than ten percent of total amount of bid)
for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
WHEREAS, said Principal has submitted a bid to the City to perform all work required under the following:
PROJECT: BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
NOW, THEREFORE, if said Principal is awarded a Contract by the City and, within the time and in the manner required in the Specifications for said project, enters into the written form of Contract bound with said Specifications and furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, then this obligation shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by the City and judgm ent is recovered, said Surety shall pay all costs incurred by the City in such suit, including a reasonable attorneys’ fee to be fixed by the court. Surety hereby waives the provisions of California Civil Code §2845.
SIGNED AND SEALED, this day of , 20 .
(SEAL) (SEAL)
P r i n c i p a l S u r e t y
B Y : B Y :
Signature Signature
Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney–in-fact must be attached.
TO BE SUBMITTED WITH PROPOSAL
BP-11
BID PROPOSAL
PROJECT NO. JN 985
DESIGNATION OF SUBCONTRACTORS
In compliance with the "Subletting and Subcontracting Fair Practices Act" being Sections 4100- 4113 of the Public Contract Code of the State of California, and any amendments thereto, each bidder shall set forth below the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement in an amount in excess of one-half (1/2) of one percent (1%) of the prime contractor's total bid, and shall further set forth the portion of the work which will be done by each subcontractor. Only one subcontractor for each such portion shall be listed.
If the contractor fails to specify a subcontractor for any portion of the work to be performed under the contract, he shall be deemed to have agreed to perform such portion himself, and he shall not be permitted to subcontract that portion of the work except under the conditions hereinafter set forth.
Subletting or subcontracting of any portion of the work to which subcontractor was designated in the original bid shall only be permitted in case s of public emergency or necessity, and then only after a finding reduced to writing as a public record of the legislative body of the City .
Portion
of Work
% Subcontractor's Name & Address
Type of
Work
State
License
Number Class
D.I.R.
Number
Not more than _____%.
TO BE SUBMITTED WITH PROPOSAL
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BID PROPOSAL
PROJECT NO. JN 985
CONSTRUCTION PROJECT REFERENCE
In order to more fully evaluate your background and experience for the project herein proposed, please submit a list of Public Works and/or similar construction projects completed or in progress within the last three (3) years. Failure to provide this information may constitute grounds for rejection of your bid as non-responsive.
Number of years as a contractor in construction work of this type:
Three projects of this type recently completed:
1. Name (Firm/Agency):
Address:
Contact Person: Telephone No.:
Title of Project:
Project Location:
Date of Completion: Contract Amount: $
2. Name (Firm/Agency):
Address:
Contact Person: Telephone No.:
Title of Project:
Project Location:
Date of Completion: Contract Amount: $
3. Name (Firm/Agency):
Address:
Contact Person: Telephone No.:
Title of Project:
Project Location:
Date of Completion: Contract Amount: $
NOTE: If requested by the City, the bidder shall furnish a certified financial statement, references, and other information sufficiently comprehensive to permit an appraisal of his current financial condition.
Bidder's Signature
TO BE SUBMITTED WITH PROPOSAL
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BID PROPOSAL
PROJECT NO. JN 985
CERTIFICATE OF NON-DISCRIMINATION BY CONTRACTORS
As suppliers of goods or services to the City, the firm listed below certifies that it does not discriminate in its employment with regard to race, color, religion, sex, or national origin; that it is in compliance with all applicable federal, state, and local directives, and executive orders regarding non-discrimination in employment; and that it agrees to pursue positively and aggressively the principle of equal opportunity in employment.
We agree specifically:
1. To establish or observe employment policies which affirmatively promote opportunities for minority persons at all job levels.
2. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those serving minority communities, and to the minority communities at large.
3. To take affirmative steps to hire minority employees within the company.
F I R M
T I T L E O F P E R S O N S I G N I N G
S I G N A T U R E
D A T E
Please include any additional information available regarding equal opportunity employment programs now in effect within your company:
TO BE SUBMITTED WITH PROPOSAL
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BID PROPOSAL
PROJECT NO. JN 985
CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION – PRIMARY COVERED TRANSACTIONS
(BEFORE COMPLETING CERTIFICATION, READ INSTRUCTIONS ON NEXT PAGE)
The Contractor shall not perform Work with any Subcontractor that has been debarred or suspended pursuant to California Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. The Contractor and Subcontractors shall not be debarred or suspended throughout the duration of the Contract pursuant to Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. If the Contractor or any Subcontractor becomes debarred or suspended during the duration of the Project, the Contractor shall immediately notify the City.
1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals:
a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency;
b. Have not within a 5-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statement, or receiving stolen property;
c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1b of this certification; and
d. Have not within a 5-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default.
2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal.
Signature: ____________________________ Name: _________________________________
Title: ________________________________ Company: ______________________________
TO BE SUBMITTED WITH PROPOSAL
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CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION – PRIMARY COVERED TRANSACTIONS
(Continued)
INSTRUCTIONS FOR CERTIFICATION
1. By signing and submitting this proposal, the pr ospective primary participant is providing the certification set out below.
2. The inability of a person to provi de the certification required below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide t he certification set out below. The ce rtification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective pr imary participant to furn ish a certification or an explanation shall disqualify such person from participation in this transaction.
3. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default.
4. The prospective primary participant shall provi de immediate written notic e to the department or agency to which this proposal is submitted if at any time the prospective primary participant learns that its certification was errone ous when submitted or has becom e erroneous by reason of changed circumstances.
5. The terms "covered transacti on," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary co vered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, ha ve the meanings set out in the Definitions and Coverage sections of the rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is subm itted for assistance in obtaining a copy of those regulations (13 CFR Part 145).
6. The prospective primary partic ipant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspen ded, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction.
7. The prospective primary particip ant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Su spension, Ineligibility and Voluntary Exclusion-- Lower Tier Covered Transactions," provided by t he department or agency entering into this covered transaction, without modification, in all lower tier co vered transactions and in all solicitations for lower tier covered transactions.
8. A participant in a covered transaction may rely upo n a certification of a prospective participant in a lower tier covered transaction that it is not debarr ed, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determi nes the ineligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List.
9. Nothing contained in the foregoing shall be construe d to require establishment of a system of records in order to render in good fait h the certification required by this clause. The knowledge and information of a participant is not required to exc eed that which is normally possessed by a prudent person in the ordinary course of business dealings.
10. Except for transactions authoriz ed under paragraph 6 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily e xcluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default.
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CONTRACT DOCUMENTS (CD)
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135
TH STREET TO EL SEGUNDO BOULEVARD
PROJECT NO. JN 985
To be Submitted
within twenty-one (21) calendar days
AFTER
Award of Contract
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CONTRACT DOCUMENT
PROJECT NO. JN 985
AGREEMENT
THIS AGREEMENT, made and entered into this day of , 20 , by and between CITY OF GARDENA in the State of California, hereinafter referred to as “CITY” and , hereinafter referred to as “CONTRACTOR.”
The City and the Contractor mutually agree as follows:
ARTICLE I.
THE PROJECT
For and in consideration of the mutual promises set forth herein, Contractor agrees to perform and complete in a good and workmanlike manner all work required by the Contract Documents for City Project No. JN , which is described as follows:
Title: BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
Said work shall be performed in accordance with the Plans, Specifications and other Contract Documents, all of which are referenced in Article III hereof and incorporated herein as though fully set forth. Contractor shall furnish at its own expense all labor, materials, equipment and services necessary therefor, except such labor, materials, equipment and services as are provided in the Contract Documents to be furnished by City.
ARTICLE II.
CONTRACT SUM AND PAYMENT
For performing and completing the work in accordance with the Contract Documents, City shall pay Contractor, in full compensation therefor, the contract sum set forth in the Bidding Schedule. Said sum shall constitute payment in full for all work performed hereunder, including, without limitation, all labor, materials, equipment, tools and services used or incorporated in the work, supervision, administration, overhead, expenses and any and all other things required, furnished or incurred for completion of the work as specified in the Contract Documents. City shall make payments to Contractor on account of the contract sum at the time, in the manner, and upon the conditions specified in the Contract Documents.
ARTICLE III.
CONTRACT DOCUMENTS
The Contract Documents, which constitute the entire agreement between the City and the Contractor, are enumerated as follows: Proposal Documents, including the Notice Inviting Bids, Instructions to Bidders, Bidding Schedule, Bidder's Declaration, Designation of Subcontractors, Bidder's Assurance, and Fair Employment Pr actices documents; this Agreement; Standard Specifications; Special Provisions; Techni cal Provisions; Drawings; Plans; and all addenda issued prior to and all modifications issued after the execution of this Agreement. These form
CD-3
the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated herein.
ARTICLE IV.
EFFECTIVE DATE
This Agreement shall become effective and commence as of the date set forth below on which the last of the parties, whether City or Contractor, executes said Agreement.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed and attested by their proper officers thereunto duly authorized.
CITY CONTRACTOR
B y : B y :
MAYOR (Sign) Sign / Title
D a t e : D a t e :
SEAL
Attest: Attest: (Contractor)
B y :
C I T Y C L E R K ( S i g n ) B y :
S i g n / T i t l e
D a t e : D a t e :
APPROVED AS TO FORM:
B y :
CITY ATTORNEY (Sign)
D a t e :
1/06/2023
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CONTRACT DOCUMENT
PROJECT NO. JN 985
FAITHFUL PERFORMANCE BOND
WHEREAS, the City of Gardena has awarded to ___ _____, hereinafter designated as the "Principal", a Contract for:
PROJECT: BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
WHEREAS, said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract;
N O W , T H E R E F O R E , w e ,
as Principal, and
as Surety, are held and firmly bound unto the City in the sum of
Dollars ($ ), this amount being not
less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents.
In case suit is brought upon this bond, the Surety will pay all court costs and reasonable attorneys’ fees to the City of Gardena in an amount to be fixed by the court.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, well and truly keep and perform all the undertakings, terms, covenants, conditions and agreements in the said Contract and any alteration thereof, made as therein provided, all within the time and in the manner therein designated and in all respects according to their true intent and meaning, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.
FURTHER, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition, or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2845 and 2849. The City is the principal beneficiary of this bond and has all rights of a party hereto.
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This bond shall remain in full force and effect for a warranty period of one full year after acceptance of the job by the City.
IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and
Surety named herein, on the day of , 20 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.
[PRINCIPAL]
By
Title
Signature
[SURETY]
By
Title
Address
Phone No.
Signature
All signatures must be notarized.
Appropriate modifications shall be made to this form if the bond is being furnished for the performance of an act not provided for by agreement.
Corporations must affix corporate seal.
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CONTRACT DOCUMENT
PROJECT NO. JN 985
PAYMENT BOND
WHEREAS, the City of Gardena has awarded to , as Contractor, a contract for the work described as follows:
PROJECT: BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
AND WHEREAS, said Contractor is required to furnish a bond in connection with said contract, to secure the payment of claims of laborers, mechanics, materialmen and other persons, as provided by law;
NOW, THEREFORE, we, the undersigned Contractor and Surety, are held firmly bound unto the City in the sum of ,
Dollars ($ _____ ) this amount being not less than one hundred percent (100%) of the total Contract price, for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if said Contractor, its heirs, executors, administrators, successors, assigns, or subcontractors shall fail to pay any of the persons named in Civil Code Section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contract or and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, or any other amounts due to persons under any applicable project contract or law, with respect to such work and labor, then the Surety or Sureties herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the said Surety will pay all court costs and reasonable attor neys’ fees to the plaintiff(s) and City in an amount to be fixed by the court.
This bond shall inure to the benefit of any of the persons named in Civil Code Section 3181 as to give a right of action to such persons or their assigns in any suit brought upon this bond.
Further, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition, or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2845 and 2849.
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This bond shall remain in full force and effect for six full months after the period in which verified claims may be filed as provided for in Section 3184 of the California Civil Code.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this day of 2 0 .
[PRINCIPAL]
By
Title
Signature
[SURETY]
By
Title
Address
Phone No.
Signature
All signatures must be notarized.
Appropriate modifications shall be made to this form if the bond is being furnished for the performance of an act not provided for by agreement.
Corporations must affix corporate seal.
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CONTRACT DOCUMENT
PROJECT NO. JN 985
WORKER'S COMPENSATION INSURANCE CERTIFICATE
The Contractor shall execute the following form as required by the California Labor Code, Sections 1860 and 1861:
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of the Contract.
DATED:
CONTRACTOR
B y
Signature
T i t l e
ATTEST:
B y
Signature
T i t l e
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CONTRACT DOCUMENT
PROJECT NO. JN 985
INDEMNIFICATION AND HOLD HARMLESS AGREEMENT
AND WAIVER OF SUBROGATION AND CONTRIBUTION
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
To the fullest extent permitted by law, Indemnitor her eby agrees, at its sole cost and expense, to defend, protect, indemnify, and hold harmless the City of Ga rdena and its respective elected officials, officers, attorneys, agents, employees, volunteers, successo rs, and assigns (collectively “Indemnitees”) from and against any and all damages, costs, expenses, liab ilities, claims, demands, causes of action, proceedings, expenses, judgments, penalties, liens, and losses of any nature whatsoever, including fees of accountants, attorneys, or other professional s and all costs associated therewith (collectively “Liabilities”), arising or claimed to arise, directly or indirectly, out of, in connection with, resulting from, or related to any act, failure to act, error, or omission of Indemnitor or any of its officers, agents, servants, employees, subcontractors, materialmen, suppliers or their officers, agents, servants or employees, arising or claimed to arise, directly or indirectly, out of, in connection with, resulting from, or related to the above-referenced contract, agreement, license, or perm it (the “Agreement”) or the performance or failure to perform any term, provision, covenant, or condition of the Agreement, including this indemnity provision. This indemnity provision is effective regar dless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. This indemnity provision shall survive t he termination of the Agreement and is in addition to any other rights or remedies which Indemnitees ma y have under the law. Payment is not required as a condition precedent to an Indemnitee’s right to recove r under this indemnity provision, and an entry of judgment against an Indemnitee shall be conclusive in favor of the Indemnitee’s right to recover under this indemnity provision. Indemnitor shall pay Inde mnitees for any attorney fees and costs incurred in enforcing this indemnification provision. Notwithstanding the foregoing, nothing in this instrument shall be construed to encompass (a) Indemnitees’ sole negligence or willful misconduct to the limited extent that the underlying Agreement is subject to Civil Code 2 782(a), or (b) the contracting public agency’s active negligence to the limited extent that the underlying Agre ement is subject to Civil Code 2782(b). This indemnity is effective without reference to the existence or applicability of any insurance coverages which may have been required under the Agreement or any additional insured endorsements which may extend to Indemnitees.
Indemnitor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or inci dent to activities or operations performed by or on behalf of the Indemnitor regardless of any prior, concur rent, or subsequent active or passive negligence by the Indemnitees. Accountants, a ttorneys, or other prof essionals employed by Indemnitor to defend Indemnitees shall be selected by Indemnitees.
In the event there is more than one person or entit y named in the Agreement as an Indemnitor, then all obligations, liabilities, covenants and conditions under this instrument shall be joint and several.
“Indemnitor”
C o m p a n y / C o n t r a c t o r
N a m e & T i t l e
Signature & Date
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CONTRACT DOCUMENT
PROJECT NO. JN 985
INSURANCE
CERTIFICATION OF INSURANCE (COI) SHALL BE SUBMITTED BY THE CONTRACTOR
1. COMMENCEMENT OF WORK . Contractor shall not be authorized to commence Work under this Contract until it has obtained approved insurance. Before beginning Work hereunder, during the entire period of this Contract, for any extensions hereto, and for periods after the end of this Contract as may be indicated below, Contractor must have and maintain in place not less than the insurance coverages required in this Section at his sole cost and expense. Contractor’s insurance shall comply with all items specified by this Contract. Any subcontractors shall be subject to all of the requirements of this Section and Contractor shall be responsible to obtain evidence of insurance from each subcontractor and provide it to City before the subcontractor commences work. Alternatively, Contractor’s insurance may cover all subcontractors. The insurance requirements are not intended to and shall not in any manner limit or qualify the liabilities and obligations assumed by Contractor under this Contract.
2. INSURANCE COMPANY REQUIREMENTS. All insurance policies used to satisfy the requirements imposed hereunder shall be issued by insurers admitted to do business in the State of California. Insurers shall have a current Best’s rating of not less than A-:VII, unless otherwise approved by City.
3. COVERAGES, LIMITS AND POLICY REQUIREMENTS . Contractor shall maintain the types of coverages indicated below:
4. COMPREHENSIVE GENERAL LIABILITY INSURANCE. A policy of comprehensive general liability insurance written on a per occurrence basis in an amount not less than either one million dollars ($1,000,000) per occurrence or two million dollars ($2,000,000) aggregate.
5. COMMERCIAL AUTO LIABILITY INSURANCE . A policy including all coverages provided by and to the extent afforded by Insurance Services Office form CA 0001, ed. 12/93, including Symbol 1 (any auto) with no special limitations affecting City. The minimum auto insurance coverage shall be one million dollars ($1,000,000) combined single limit per accident.
6. WORKER’S COMPENSATION AND EM PLOYER’S LIABILITY INSURANCE . A policy which meets all statutory benefit requirements of the Labor Code, or other applicable law, of the State of California. The minimum coverage limits for said insurance shall be no less than one million dollars ($1,000,000) per claim. The policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may not be canceled without thirty (30) days prior written notice, return receipt requested, is mailed to City.
In accordance with the provisions of section 1860 of the California Labor Code, Contractor's attention is directed to the requirement that in accordance with the provisions of section 3700 of the California Labor Code, Contractor and every subcontractor will be required to secure the payment of compensation of his or her employees, or obtain a certificate of
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consent to self-insurance by the Director of Industrial Relations in accordance with the requirements of Section 3700 of the California Labor Code.
In accordance with the provisions of section 1861 of the California Labor Code, Contractor shall sign and file with the awarding body the following certification prior to performing any work on the Project:
"I am aware of the provisions of section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract."
7. POLICY REQUIREMENTS. The policies set forth above shall comply with the following, as evidenced by the policies or endorsements to the policies:
(i) City and its appointed and elected officers, employees, agents and volunteers shall be added as additional insured to the policy as respects liabilities arising out of the performance of any work done under the Contract.
(ii) The insurer shall agree to provide City with thirty (30) days prior written notice, return receipt requested, of any cancellation, non-renewal or material change in coverage.
(iii) For any claims with respect to the Project covered by this Contract, Contractor’s insurance coverage shall be primary insurance as respects City and its elected and appointed officers, employees, agents and volunteers. Any insurance or self-insurance maintained by City and its elected and appointed officers, employees, agents and volunteers shall be excess of Contractor’s insurance and shall not contribute with it.
(iv) The policy shall apply separately to each insured against whom claim is made or suit is brought except with respect to the limits of the company’s liability.
8. COURSE OF CONSTRUCTION INSURANCE. Contractor shall provide course of construction insurance covering for “all risks” of loss in the amount of the completed value of the Work. The City shall be named as a loss payee and the insurer shall waive all rights of subrogation against the City. This policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may not be canceled until thirty (30) days written notice, return receipt requested, is mailed to the City. Course of Construction Insurance may be provided for each separate Phase.
9. ADDITIONAL REQUIREMENTS. The procuring of required insurance shall not be construed to limit Contractor’s liability hereunder nor to fulfill the indemnification provisions and requirements of this Contract. City shall notify Contractor in writing of changes in the insurance requirements. If Contractor does not deposit copies of acceptable insurance policies or endorsements with City incorporat ing such changes within sixty (60) days of receipt of such notice, Contractor shall be deemed in default hereunder.
10. DEDUCTIBLES. Any deductible or self-insured retentions must be declared to and approved by City. Contractor shall guarantee that, at the option of the City, either: the insurer shall eliminate or reduce such deductibles or self-insured retentions with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Contractor); or Contractor shall provide satisfactory financial guarantee for payment
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of losses and related investigations, claim administration and defense expenses in the amount of any deductibles or self-insured retentions.
11. VERIFICATION OF COMPLIANCE. Contractor shall furnish City with the required endorsements attached hereto. All documents are to be received and approved by City before Work commences. Not less than fifteen (15) days prior to the expiration date of any policy of insurance required by this Contract, Contractor shall deliver to City a binder or certificate of insurance with respect to each renewal policy, bearing a notation evidencing payment of the premium therefore, or accompanied by other proof of payment satisfactory to City. Contractor shall provide full copies of any requested policies to City within three (3) days of any such request by City.
12. TERMINATION FOR LACK OF REQUIRED COVERAGE. If Contractor, for any reason, fails to have in place, at all times during the term of this Contract, including any extension hereto, all required insurance and coverage, City may immediately obtain such coverage at Contractor’s expense and/or terminate this Contract. Contractor shall indemnify, defend and hold harmless City and its elected and appointed officers, employees, agents and volunteers from any claim resulting from failure of either Contractor or any subcontractor to take out or maintain any insurance required by this Contract.
13. EQUIPMENT COVERAGE . Any policy or policies of insurance Contractor or his subcontractors elect to carry as insurance against loss or damage to construction equipment and tools or other personal property shall include a provision waiving the insurer’s right of subrogation against City.
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GENERAL PROVISIONS
Budlong Avenue
Redondo Beach Boulevard to El Segundo Boulevard
And
Halldale Avenue
135th Street to El Segundo Boulevard
(JN 985)
PART 1 – GENERAL PROVISIONS
SECTION 1 – GENERAL
1-1 GENERAL. The Standard Specifications for Public Works Construction (“Greenbook”) written and promulgated by the Southern California Chapter of the American Public Works Association and the Southern California Districts of the Associated General Contractors of California shall be the Standard Specifications of the City. All work shall conform to the 2021 edition, including supplements of the Standard Specifications, the Special Provisions which supplement or modify the Standard Specifications, and the Standard Drawings as issued by the City (defined herein as “Agency”) available at the time bids are opened unless otherwise specified in the Contract Documents.
The above referenced Standard Specifications, Special Provisions and Standard Drawings are hereby made a part of the Contract Documents.
For the convenience of the Contractor, the se ction and subsection numbering system used in these Special Provisions corresponds to that used in the Standard Specifications.
1-2 TERMS AND DEFINITIONS. Whenever in the Standard Specification the following terms are used, they shall be understood to mean and refer to the following:
(a) AGENCY The City of Gardena, a California municipal corporation.
(b) BOARD The City Council of the City of Gardena
(c) CONTRACT Documents including but not limited to the proposal forms, DOCUMENTS Standard “Greenbook” Specif ications, Special Provisions, Technical Provisions, Notice Inviting Bids, Instructions to Bidders, Bonds, Insurance, Contract and all Addenda
setting forth any modifications of the documents.
(d) ENGINEER The City of Gardena Director of Public Works/City Engineer or his authorized representative.
(e) BIDDER An individual, co-partnership, association or corporation submitting a proposal for the work contemplated, acting directly or through a duly authorized representative.
(f) LEGAL ADDRESS The legal address of the Contractor to be the address OF CONTRACTOR given on the Contractor’s bid and is hereby designated as the place to which all notices, letters or other
communications to the Contractor shall be mailed or
delivered.
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(g) LABORATORY An established laboratory approved and authorized by the Engineer for testing materials and work involved in the contract.
1-7 AWARD AND EXECUTION OF THE CONTRACT.
1-7.1 General. The proposal shall be fully executed and submitted on the forms provided by the Agency and shall be enclosed in a sealed envelope marked and addressed as directed in the “Notice Inviting Bids”.
If the proposal is made by an individual, it shall be signed and his or her full name and address shall be given; if it is made by a firm it shall be signed with co-partnership name by a general partner thereof, who shall also sign his or her known name, and the name and address of each member of such co-partnership shall be given; if made by a corporation, the name of the corporation shall be signed by its duly authorized officers and attested by the corporate seal.
Bidders are warned against making erasures or alterations of any kind on their Proposal.
Proposals which contain omissions, erasures, alterations, conditions or additions not called for may be rejected.
At the time the Contract is awarded by the Agency, the Contractor shall be licensed under the provisions of Chapter 9, Division 3, of the Business and Professions Code of the State of California to do the type of work contemplated in the Contract and shall be skilled and regularly engaged in the general class or type of work required by this Contract.
1-7.2 Contract Bonds. The “Performance Bond” is equivalent to City’s “Faithful Performance Bond”.
1-7.3 Examination of Plans, Specifications and Project Site. Bidders shall read the specifications, review the drawings and examine the existing facilities to fully understand the project in order to plan for the improvements as shown in the contract, including local condition, uncertainty of weather and all other contingencies.
Bidders shall satisfy themselves by personal examination of the proposed work sites, and by such other means as they may choose as to actual conditions and requirements and as to the accuracy of the quantities stated in the Proposal forms. Information derived from the maps, plans, specifications, profiles, drawings, or from the Engineer/Architect of the record, shall not relieve the bidder of this responsibility, and the interpretation of the data disclosed by borings or other preliminary investigations is not guaranteed nor is any liability assumed by the Agency.
1-7.4 Interpretation of Drawings and Documents. If a prospective bidder is in doubt as to the true meaning or intent of any part of the Contract Documents including the Specifications, or discovers discrepancies in, or omissions from, the Specifications or Drawings, he may submit to the Engineer a written request for an interpretation or a correction thereof. Interpretations or corrections of the Contract Documents includi ng the Specifications and Drawings, shall be made only by addendum duly issued by the Engineer, and a copy of such addendum will be sent by certified mail, postage prepaid, or delivered to each person receiving a set of the Contract Documents whose address is known to the Engineer and such addendum shall be considered a part of and incorporated in the Contract Documents.
1-7.5 Award of Contract. After the Proposals have been publicly opened and read aloud, they will be checked for accuracy and compliance with all provisions as specified herein.
The Agency reserves the right to reject any or all bids and to waive any informality or irregularity GP-3
in any bid received and to be the sole judge of the merits of the respective bids received.
Bids subsequently shown to be mathematically unbalanced would be rejected as nonresponsive.
A mathematically unbalanced bid is one containing lump sum or unit bid items which do not reflect reasonable actual costs plus a reasonable proportionate share of the bidder’s anticipated profit, overhead costs, and other indirect costs, which he/she anticipates for the performance of the items in question.
“A bid is mathematically unbalanced if the bid is structured on the basis of nominal prices for some work and inflated prices for other work; that is, each element of the bid must carry its proportionate share of the total cost of the work plus profits.”
“A bid is materially unbalanced if there is a reasonable doubt that award to the bidder submitting the mathematically unbalanced bid will result in the lowest ultimate cost to the Government.
Consequently, a materially unbalanced bid may not be accepted.”
Award of the Contract, if it be awarded, will ordinarily be made by the Agency within 30 days after opening of the bids. Award will be made to the lowest responsive responsible bidder.
In selecting the lowest responsive responsible bidder, consideration will be given to the general competency of the bidder for the performance of the work covered by the proposal. To receive favorable consideration, a bidder may be required to present evidence that he has successfully performed similar work of comparable magnitude or submit other evidence satisfactory to the Agency that he or his associates are competent to manage the proposed undertaking and to carry it forward to a successful conclusion. Professional integrity and honesty of purpose shall be essential requirements. A showing of adequate financial resources may be required but will not alone determine whether a bidder is competent to undertake the proposed work.
Only manufacturers or contractors of established reputation, or their duly authorized dealers or agency, having proper facilities for the manufacture of the materials or equipment and for servicing same, or for proper execution of the work called for in the contract, will be considered in making the award.
1-7.6 Execution of Contract. A bidder whose proposal is accepted shall properly sign a written contract with the Agency on the form attached hereto and return said contract together with good and approved bonds and insurance certificates as required by the Contract Documents within twenty-one (21) calendar days from the date of the mailing of a notice from the Agency to the bidder, according to the address given by him, of acceptance of his proposal.
Contract bonds and certificates of insurance, if required, shall be filed in all instances before delivering any equipment, materials, or performing any work under the contract; also before any purchase order shall be issued. An executed Power of Attorney form shall be submitted with all contract bonds herein specified.
If a bidder whose proposal is accepted fails or refuses to enter into a contract as herein provided, or to conform to any stipulated requirement in connection therewith, the money represented by his check or bidder’s bond shall be refunded less the difference between the low bid and the bid of the bidder with whom the Agency enters into an agreement in accordance with the provisions of the Public Contracts Code Section 20174. At the discretion of the Agency, an award may be made to the bidder whose proposal is next most acceptable to the Agency, and such bidder and his surety shall fulfill every stipulation embraced herein as if he were the party to whom the first award was made.
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A corporation to which an award is made may be required before the contract is finally signed to furnish evidence of its corporate existence, of its right to do business in California and of the authority of the officer signing the contract and bonds for the corporation to so sign.
1-7.7 Return of Proposal and Guarantee. The check or bond of a bidder to whom the contract has been awarded will be returned to him after all of the acts, for the performance of which said security is required, have been fu lly performed. The checks or bid bonds of the second and third lowest bidders will be returned when the bidder to whom the contract has been awarded has properly executed all of the required Contract Documents. Check or bid bonds of other bidders will be returned when their proposals are rejected or in any event at the expiration of forty-five (45) days from the date of opening bids.
1-7.8 Precedence of Contract Documents. The order of precedence of contract document shall be:
FIRST Requirements of law, including the Code and Ordinances of the City of Gardena.
SECOND Permits from other agencies as may be required by law.
THIRD Permits from City of Gar dena Departments as may be required by law or ordinance.
FOURTH The Contract.
FIFTH The Bid Proposal.
SIXTH Addenda.
SEVENTH Notice Inviting Bids.
EIGHTH Instructions to Bidders.
NINTH Technical Provisions.
TENTH Plans.
ELEVENTH General Provisions of the Standard Specifications.
TWELFTH Standard Plans.
THIRTEENTH Standard Specifications for Public Works Construction (current edition).
FOURTEENTH Caltrans Standard Plans and Specifications.
FIFTEENTH Reference Specifications.
Change orders, supplemental agreements and approved revisions to Plans and Specifications will take precedence over documents listed above, except those listed as FIRST, SECOND and THIRD. Detailed plans shall have precedence over general plans.
SECTION 2 – SCOPE OF THE WORK
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2-2 PERMITS. The Contractor will obtain, at no cost to the Agency, all permits necessary to perform the work on streets, highways, railways or other rights-of-ways. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to those permits required for night work, overload, blasting and demolition. For private contracts, the Contractor shall obtain all permits incidental to the work or made necessary by its operations, and pay all costs incurred by the permit requirements.
The Contractor and each subcontractor employed upon the work must have or obtain a valid City of Gardena Business License in accordance with the provisions of the Gardena Municipal Code.
2.10 DISPUTED WORK.
2.10.1 Retention of Imperfect Work. If any portion of the work done or materials furnished under the contract proves defective or not in accordance with the specifications and contract drawings, and if the imperfection in the same is not of sufficient magnitude or importance to make the work dangerous or undesirable, or if the removal of such work is impracticable or will create conditions which are dangerous or undesirable in the opinion of the Engineer, the Engineer shall have the right and authority to retain the work instead of requiring it to be removed and reconstructed, but he shall make deductions therefor in the payment of the contract item due Contractor as may be just and reasonable.
2-11. DISPUTE RESOLUTION.
2-11.1 Requests for Contract Adjustments and Relief. If either Contractor or the Agency believes that it is entitled to relief against the other for any event arising out of or related to the work or Project, such party shall provide written notice to the other party of the basis for its claim for relief. Such notice shall, if possible, be made prior to incurring any cost or expense and in accordance with any specific notice requirements contained in the applicable sections of this Contract.
In the absence of any specific notice requirement, written notice shall be given within a reasonable time, not to exceed fourteen (14) days, after the occurrence giving rise to the claim for relief or after the claiming party reasonably should have recognized the event or condition giving rise to the request, whichever is later. Such notice shall include sufficient information to advise the other party of the circumstances giving rise to the claim for relief, the specific contractual adjustment or relief requested and the basis of such request.
2-11.2 Dispute Avoidance and Resolution. The parties are fully committed to working with each other throughout the Project and agree to communicate regularly with each other at all times so as to avoid or minimize disputes or disagreements. If disputes or disagreements do arise, Contractor and the Agency each commit to resolving such disputes or disagreements in an amicable, professional and expeditious manner so as to avoid unnecessary losses, delays and disruptions to the work under the Contract.
Contractor and the Agency will first attempt to resolve disputes or disagreements at the field level through discussions between Contractor’s Representative and the Engineer.
If a dispute or disagreement cannot be resolved through the Contractor’s Representative and the Engineer, Contractor’s Chief Executive Officer or similar senior representative and the Gardena City Manager, or designee, upon the request of the other party, shall meet as soon as conveniently possible, but in no case later than twenty (20) days after such a request is made, to attempt to resolve such dispute or disagreement. Prior to any meeting between the parties’ senior representatives, the parties will exchange re levant information that will assist the parties in resolving their dispute or disagreement.
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If, after meeting, the senior representatives determine that the dispute or disagreement cannot be resolved on terms satisfactory to both parties, the parties may submit the dispute to binding or non-binding mediation. The mediation shall be conducted in any manner and by any person or mediation association mutually acceptable to the parties.
2-11.3 Arbitration. Any claims, disputes or controversies between the parties arising out of or relating to the Contract, or the breach thereof, which have not been resolved in accordance with the procedures set forth in Section 9-4.2 above may be decided by binding or non-binding arbitration. The arbitration shall be conducted in any manner and by any person or arbitration association mutually acceptable to the parties.
2-11.4 Claims Disputes. Any claims of Contractor, as “claims” are defined in California Public Contract Code Section 9204 shall be processed in accordance with that section. Section 9204 provides in relevant part that upon receiving a claim from a contractor, together with reasonable documentation to support the claim, a contracting public entity shall conduct a reasonable review of the claim and, within a period not to exceed 45 days [except as otherwise provided in Section 9204], shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed.
Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, Section 9-4.3 shall apply. If the contractor disputes the public entity’s written response, or if the public entity fails to respond to a claim within the time prescribed, the contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.
Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. Within 10 busi ness days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed.
Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the contractor sharing the associated costs equally. The public entity and contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.
If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to other applicable procedures.
2-13 DRAWINGS AND SPECIFICATIONS (“RECORD” DRAWINGS). At all times, the Contractor shall maintain at the project a “Record” set of Drawings and Specifications to include all executed addenda, change orders, and field orders.
Prior to each progress payment the Contractor shall deliver to the Engineer, a set of contract drawings with all applicable “as constructed” notes placed/recorded thereon. Failure to provide “as constructed” plans will cause progress payment to be withheld until information is provided to City.
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After completion of the work and before final payment, the Contractor shall deliver to the Engineer a complete set of contract drawings with all applicable “as constructed” noted placed/record thereon. The final form and detail of these as constructed plans are subject to the acceptance of the Engineer.
2-14 MARKING REMOVAL. All markings placed by the Contractor, City, and Underground Service Alert (USA) during construction shall be removed at the completion of the work. These markings shall include, but not limited to, paint, stakes, and metal tags.
All cost associated with removal of markings shall be included in the bid prices for the applicable bid items. Failure of the Contractor to remove these markings shall be cause for the City to do the work and withhold the costs from the Contractor’s final payment.
SECTION 3 – CONTROL OF THE WORK
3-5 INSPECTION. Inspection shall be made once a day for areas ready for inspection. Areas or items that fail inspection or that are not ready for inspection shall be rescheduled by the contractor.
Inspection of the work shall not relieve the contractor of the obligation to fulfill all conditions and requirements of the contract.
3-6 THE CONTRACTOR’S REPRESENTATIVE. The Contractor shall furnish the Engineer with the name, address and cell/ business/home telephone numbers of the person responsible for the maintenance of barricades, traffic control signs, lights and other safety devices.
3-10 SURVEYING.
3-10.3 Line and Grade. Unless otherwise provided in the Technical Provisions, establishing lines and grades for construction shall be the responsibility of the Contractor, with the following provisions:
All work under this contract shall be built in accordance with the lines and grades shown on the plans. Field survey for establishing these, and for the control of construction, shall be the responsibility of the Contractor. All such surv eys, including construction staking, shall be performed on all items ordinarily requiring grade and alignment, at intervals normally accepted by the agencies and trade involved.
The Contractor shall provide a copy of the office calculations and grade sheets to the Agency’s Inspector. The Contractor shall be responsible for any error in the finished work, and shall notify the Engineer within 24 hours of any discrepancies or design errors discovered during staking.
Unless a separate bid item is provided, the payment for surveying, construction staking, professional services, office calculations, furnishing all labor, materials, equipment, tools and incidentals, and for doing all work involved shall be considered as included in the various items of work, and no additional compensation will be allowed therefor.
3-12 WORK SITE MAINTENANCE.
3-12.1 General. The Contractor shall keep the work site clean and free from rubbish and debris.
The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with water in keeping with the AQMD and NPDES requirements. Debris, soil or other matter shall not be washed into storm drains but shall be collected and disposed of in a legal, responsible manner.
The construction area shall be cleaned with a power sweeper at the end of every workday and GP-8
when deemed necessary by the Engineer.
The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Use temporary sandbags to control the site perimeter. At the completion of the project sandbags shall become the property of the City of Gardena and shall be remain in place.
The Contractor shall not spill on haul routes. Any such spillage shall be removed immediately and the area cleaned.
Stockpiling of construction materials or debris on City right-of-way shall be in accordance with the NPDES permit and shall be approved by the inspector. At the completion of work, the Contractor shall thoroughly clean all work areas.
3-12.2 Air Pollution and Surface Maintenance Control. The Contractor shall obtain a construction water meter from Golden State Water including required deposit and fees. The Contractor shall pay for the water used, at the current water rates. All arrangements for construction water shall be made by contractor with Golden State Water at Contractor expense.
3-12.4. Storage of Equipment and Material.
3-12.4.1 General. All costs associated with the disposal of all excavated or demolition materials, including any gate fees, shall be paid by the Contractor. These costs shall be included in the bid price for the applicable bid items.
Prior to any excavated or demolition material being removed from the construction site the Contractor shall notify the City as to the hauling route and destination for disposal. If the location for disposal is other than a county landfill then the Contractor shall provide the City with written permission and release of liability for the City from the owner of the property where the material will be deposited.
The City has an exclusive agreement with Waste Resources, Inc. and no other firm may provide bulk trash bins in the event the work requires this service.
3-12.4.2 Storage in Public Streets. Construction equipment shall not be stored at the construction site, any public street or publicly owned facilities without approval of the City.
Contractor shall store equipment at a contractor’s rental yard.
All excavated material that is to be hauled to and disposed of at a County landfill site by the Contractor is subject to a County gate fee based on tonnage.
3-12.5.4 Protection and Restoration of Existing Improvements. Any facilities, structures, water lines, landscaping, surfaces, signs, pavement markings, painted curbs, house numbers, etc., which are damaged during construction shall be restored to the satisfaction of the City. Damaged water lines shall be repaired immediately at no additional cost to the city.
3-12.5.5 Access to Private Property. The Contractor shall be aware that business and residential access must be maintained at all times. The Contractor shall schedule operations to minimize interference with access to private property.
The main access way to any business or home shall not be completely blocked for more than one four-hour period a day except blockage shall be limited to one twenty-four (24) hour period when concrete is poured.
Temporary access ways shall be provided from the street to the main access way of all GP-9
businesses and homes by use of traffic rated steel plates or any other method approved by the city.
Payment for this item shall be included in the applicable contract work item.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.3 Warranty. In addition to the guarantees as required in Section 1-7.2 and 3-13.3 of the Standard Specifications, the Faithful Performance Bond shall remain in full force and effect for a period of one year after acceptance of the work by the Agency to insure that defects, which may appear within said period, will be repaired, replaced, or corrected by the Contractor, at his own cost and expense, to the satisfaction of the Engineer within thirty (30) days after written notice thereof by the Agency.
SECTION 4 – CONTROL OF MATERIAL
4-1 GENERAL.
4-1.1 Warranty of Title. No materials, supplies or equipment for the work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest therein or any part thereof is retained by the seller or supplier.
The Contractor warrants clear and good title to all materials, supplies and equipment installed and incorporated in the work, and agrees upon completion of all work to deliver the premises, together with all improvements and appurtenances constructed or placed thereon by him to the Agency free from any claims, liens, encumbrances or charges, and further agrees that neither he nor any person, firm or corporation furnishing any material or labor for work covered by the Contract shall have any right to a lien upon t he premises or any improvement or appurtenance thereon; provided, that this shall not preclude the Contractor from installing metering devices or other equipment of utility companies the title of which is commonly retained by the utility company. Nothing contained in this section, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection, or any right under any law permitting such persons to look to funds due the Contractor, which are in the hands of the Agency.
The provisions of this section shall be inserted in all subcontractor’s and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into regarding such materials.
SECTION 5 – LEGAL RELATIONS AND RESPONSIBLITIES
5-4 INSURANCE. In lieu of Section 5-4 of the Standard Specifications, refer to the City Contract Documents Section, CD-10, for detail requirements.
5-5 ANTITRUST CLAIMS. By entry into this Contract, Contractor hereby acknowledges the terms of Section 7103.5 of the Public Contract Code and hereby offers and agrees to assign to the Agency all rights, title and interest in all causes of action it may have as outlined above.
5-7 SAFETY.
5-7.4 Hazardous Substances. As required by Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify GP-10
the Agency of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by the Agency; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, the Agency shall promptly investigate the conditions to determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all work to be performed under the Contract but shall retain all rights provided by the Contract and by law for making protests and resolving the dispute.
5-7.4.1 Edison Energized Conductors. Contractor hereby promises and agrees that in the performance of the work specified in this Contract, it will employ and utilized only qualified persons, as hereinafter defined, to work in proximity to Edison’s secondary, primary and transmission facilities. The term “qualified person” is defined in Title 8, California Administrative Code, Section 2700, as follows:
“Qualified Person: A person who by reason of experience or instruction is familiar with the operation to be performed and the hazards involved.”
Contractor further promises and agrees that the provisions of this section shall be and are binding upon any subcontractor or subcontractors that may be retained by it, and that Contractor shall take such steps as are necessary to assure compliance by said subcontractor or subcontractors with the requirements of this section.
5-7.4.2 Emergency Provisions. Unusual conditions may arise on the work which will require that immediate and unusual provision be made to protect the public from danger or loss or damage to life and property, due directly or indirectly to the prosecution of the work, and it is part of the service required of the Contractor to make such provisions and to furnish such protection.
Whenever, in the opinion of the Agency, an emergency exists of which the Agency is aware and against which the Contractor has not taken sufficient precaution for the safety of the public or the protection of utilities or of adjacent structures or property which may be injured by the progress of construction; and whenever, in the opin ion of the Agency, immediate action shall be considered necessary in order to protect public or private personnel or property interests, or prevent likely loss of human life or damage on account of the operations under the Contract, then in that event the Agency may provide suitable protection to said interests by causing such work to be done and material to be furnished, as in the opinion of the Agency may seem reasonable and necessary, all at the expense of the Contractor.
SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule. The Contractor’s proposed construction schedule shall be submitted to the Engineer within fourteen (14) calendar days after the date of the contract execution. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered.
The Contractor shall include in his bid all costs to perform the work under this contract in stages.
The Contractor shall begin and complete work in each stage prior to starting work in subsequent stages unless previous permission is obtained from the Engineer. The contractor shall stage the work to allow parking on the next adjacent streets. Restricting parking on multiple adjoining streets GP-11
shall require approval of the engineer.
6-1.2 Commencement of the Work. City may establish a Notice to Proceed (NTP) date no later than thirty (30) calendar days after the date of the contract execution. Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination, discuss construction methods and clarify inspection procedures.
The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Public Works Manager and the County Sheriff’s Department or the City Police Department prior to beginning work.
The Contractor shall also notify the City of Gardena and the owners of all utilities and substructures within the Project area not less than 48 hours prior to starting construction. The following utility companies list of names and telephone numbers is intended for the convenience of the contractor and is not guaranteed to be complete or correct:
COMPANY CONTACT TELEPHONE NO.
Southern California Edison Tricia Mille r 626.533.0640
Southern California Gas Melissa Fukunaga: Tech Services Planning: Attn - Lead Planner
213.231.7281
AT&T Terence Little 626.817.4252
Raymond Dove r 310.515.4257
Gardena Police Dispatch 310.3237911
L.A. County Fire Dept. 310.323.7911
Time Warner
Communications Arturo Fernandez 310.750.9099
Crown Castle Hector Aguilera 951.454.5111
Waste Resources of Gardena Lorena Rodriguez 310.366.7600 Golden State Water Co. Conde Ventura 310.436.6950 x107 Joseph Salcido 310.660.0320 x101
L.A. County Flood Control Daryll Chenoweth 626.458.3129 L.A. Sanitation District Jon Ganz 562.908.4288
Metropolitan Water District Civil Eng. Substructures Section 213.217.7059 Chevron Pipeline Dave Zerle r 310.669.4014
Underground Service Alert 800.422.4133
The Contractor shall submit periodic Progress reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports.
6-1.3 Working Day. The Contractor’s working hours shall be limited to the hours between 8:00 A.M. and 4:00 P.M., Monday through Friday except holidays. Deviation from normal working hours will not be allowed unless written permission has been duly obtained beforehand from the office of the City Engineer. The Contractor shall provide adequate light for proper prosecution of the work, for the safety of the workmen and the public, and for proper inspection.
If the Contractor works beyond the allowed working hours without prior written approval GP-12
from the Engineer, the Contractor may be charged Five Hundred ($500) for each occurrence as required by the Engineer. The amount will be deducted from a progress payment or bond.
Contractor hereby acknowledges and shall be required to comply with the provisions of California Labor Code Section 1810 et seq. According to those sections, eight (8) hours of labor shall constitute a legal day’s work. Contractor shall pay to the Agency a penalty of Twenty-Five Dollars ($25.00) for each worker employed in the ex ecution of this Contract by Contractor, or by any Subcontractor, for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day or forty (40) hours in any one (1) calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.
In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead and travel time. The service fees will be deducted from any amounts due to the Contractor.
6-1.4 Notice and Service Thereof. Any notice required or given by one party to the other under the contract shall be in writing and shall be dated and signed by the party giving such notice or by a duly authorized representative of such party. Any such notice shall not be effective for any purpose whatever unless served in the following manner:
Notice shall be given to the Agency by personal delivery thereof to the City of Gardena Engineer or by depositing the same in the United States mail enclosed in a sealed envelope, registered and with postage prepaid, addressed to:
Public Works Department
City of Gardena
1717 W. 162
nd Street
Gardena, CA 90247-3778
Notice shall be given to the Contractor by personal delivery thereof to said Contractor or to his authorized representative at the site of the project, or by depositing the same in the United States mail, enclosed in a sealed envelope addressed to said Contractor at the address established for the conduct of the work under this Contract, postage prepaid and registered.
Notice shall be given to the Surety, or any other person, by personal delivery to said Surety or other person, or by depositing the same in the United States Mail, enclosed in a sealed envelope addressed to such Surety or persons at the address of said Surety or persons last communicated to the party giving the notice, postage prepaid and registered.
Notification of Property Owners and Tenants - The Contractor shall notify each property owner and/or tenant in the project area in writing five (5) working days prior to the start of construction.
If pedestrian or vehicular access to private property is to be blocked, the Contractor shall again notify each property owner and/or tenant in writing five (5) working days prior to construction activities. The Contractor shall provide additional notices when a lapse time occurs during each phase/segment work.
The written notice shall be submitted to the Engineer for approval prior to being delivered.
6-2 PROSECUTION OF THE WORK.
6-2.1 Contractor’s Responsibility for Work. Until the formal acceptance of the work by the GP-13
Agency, the Contractor shall have the charge and care thereof and shall, subject to the insurance protection furnished in accordance with the Section 1-7.6 and 5-4 hereof, bear the risk of accident, loss or damage to any part thereof by action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore and otherwise correct damages to any portion of the work occasioned by any of the above causes before its acceptance.
In case of suspension of work from any cause whatsoever, the Contractor shall be responsible for all materials and the proper temporary storage thereof.
6-3 TIME OF COMPLETION.
6-3.1 General. The contract time shall begin per the City’s written notification. Work must be completed within working days specified for the project. In addition, the Contractor shall notify the City 24 hours in advance of the actual commencement of work.
No work shall be undertaken during the City’s holiday closures. It is the Contractor’s responsibility to determine the City’s closure dates.
6-9 LIQUDATED DAMAGES. The amount of liquidated damages is hereby amended to $2,000 for each consecutive calendar day.
SECTION 7 – MEASUREMENT AND PAYMENT
7-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK.
7-1.2 Method of Measure. The quantities shown on the Bid Schedule are approximate only. The Contractor will be paid for the actual quantities of work based on approved field measurements as provided for in these Specifications. The City reserves the right to increase or decrease the amount of any item or portion of work to be performed or materials furnished, or to delete any item, in accordance with the Specifications. Additional bid item work shall be completed within the total working days in these specifications. Additional working days maybe allowed with the approval of the engineer.
7-3 PAYMENT.
7-3.2 Partial and Final Payment. The closure date for periodic progress payments will be the twenty-fifth day of each month. Authorization to pay is commonly received on the tenth day of the following month. However, payments will be withheld pending receipt of any outstanding reports required by the Contract Documents.
7-3.3 Delivered Materials. The City will NOT honor or make any progress payments for materials ordered and delivered to the job site by the Contractor unless prior approval is obtained from the Engineer.
7-4 PAYMENT FOR EXTRA WORK.
7-4.3 EXTRA WORK. When work is performed on a "time and materials" basis, the following percentages shall be added to the Contractor's cost and shall constitute the markup for all overhead and profits:
1) Labor ........................................................... 20 2) Materials ........................................................... 15 GP-14
3) Equipment Rental ......................................................... 15 4) Other Items and Expenditures ..................................... 15
To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding.
When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.
SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
8-2 FIELD OFFICE FACILITIES. The Contractor shall provide the class of field office indicated below:
□ Class "A" □ Class "B" □ Class "C"
In the event none of the boxes are marked above, no specific field office will be required, and the use therefor of any field office will be at the Contractor's discretion. The location of any field office shall be as provided on the plans, in these Specifications or as designated by the Engineer.
END OF GENERAL PROVISIONS
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TECHNICAL PROVISIONS
Budlong Avenue
Redondo Beach Boulevard to El Segundo Boulevard
And
Halldale Avenue
135th Street to El Segundo Boulevard
(JN 985)
PART 1 – TECHNICAL PROVISIONS
SECTION 1 – GENERAL
PREFACE: All work and materials shall conform to the "Standard Specification for Public Works Construction", 2021 edition, except as modified by the contract and these Technical Provisions.
Incidental Work - All work and materials required by the plans and specifications, and not specifically listed in the bid schedule items of work, shall be considered incidental and no additional payment shall be made therefore. Incidental items shall include, but are not limited to, mobilization; implementation of the SWPPP and Best Management Practices for the protection of storm drain structures; adjusting utility access covers to grade; saw cutting; excavation and disposal of materials; survey; traffic control and coordination of utilities.
PART 2 – CONSRTUCTION MATERIALS
SECTION 200 – ROCK MATREIALS
200-2. UNTREATED BASE MATERIAL
200-2.1 General. The Contractor shall furnish Certified Weight Tickets for material delivered to the job site and deliver it to the Engineer or his representative before the end of the working day.
The City may hire a qualified soils engineer to perform all tests. If the material furnished by the Contractor fails any tests, the Contractor shall remove said material and shall complete the construction of the base with material acceptable to the Engineer at no extra cost to the City.
Costs for base material shall be incidental and included in the bid item of work for which it is required, and no additional payment will be allowed therefore.
SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1.2 Concrete Specified by Class and Alternate Class. Concrete shall be 520-C-2500 for curb-gutter, curb ramps, driveways, sidewalk and concrete pavement. Curing compound shall be Type 2 (if required).
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SECTION 203 – BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE.
203-6.4.1 Class and Grade. Asphalt hot mix shall be C2-PG64-10 for capping or finish course.
Feather join edges shall be made along straight lines by hand raking out all heavy aggregates prior to rolling to produce a smooth uniform surface. Compacted edge along gutter lip shall be 3/8 inch in height.
203-11 ASPHALT RUBBER HOT MIX (ARHM).
230-11.3 Composition and Grading. Asphalt-Rubber shall be Class ARHM-GG-C, Standard Specifications Section 230-11 Wet Process and Section 302-9.
PART 3 – CONSTRUCTION METHODS
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.
300-1.1.a General.
300-12 EXCAVATION. Roadway excavation shall include sawcutting, excavating, removing, hauling, and disposing of all soil materials, existing asphaltic concrete pavement, PCC pavement, subgrade and similar appurtenances which are to be removed for construction of the street reconstruction as shown on the Plans. Earthwork, subgrade preparation and finishing roadway shall confirm to the applicable requirements of Section 300 and 301 and other pertinent sections of the Standard Specifications for the various items involved. Payment for excavation shall be incidental and included in the appropriate unit price bid.
300-12.1 Asphalt Pavement Removal. The edges of asphalt pavement remaining in place shall be sawcut and shall have clean, solid vertical faces. The edges of asphalt pavement broken during construction shall be resawn and removed before surfacing material is placed at the expense of the Contractor.
All edges shall be parallel or perpendicular to curb faces except cuts around objects shall be on a curvilinear cut, a maximum 4 inches departure from the straight cut every 2 feet.
300-12.2 Concrete Removal. Concrete to be removed shall be sawcut to a minimum depth of 5 inches at score marks or as marked by the City. Sawed edges, broken or chipped during construction shall be resawn at the contractor's expense. Increase in concrete quantity due to resawing shall not be considered for payment. Upon concrete removal, the City Parks Superintendent shall be informed to check and approve all roots to be removed. If he determines the tree cannot be saved, removal and planting of a new tree shall be per unit cost.
All edges shall be parallel or perpendicular to curb faces except cuts around objects shall be on a curvilinear cut, a maximum of 4 inches departure from the straight cut within every 2 feet. The edges of Portland cement concrete remaining in place shall be sawcut and shall have clean, solid vertical faces.
Concrete removed shall be replaced within five (5) days after removal. All restorations shall be completed a maximum of five (5) days after concrete placement (i.e. backfill, grading of dirt, asphalt repave etc.) One Hundred ($100) dollars per calendar day and TP-3
location shall be charged to the Contractor for failure to comply with the above schedule as required by the Engineer.
SECTION 302 – ROADWAY SURFACING
302-1 CRACK SEALING AND PAVEMENT PREPARATION.
Existing pavement cracks, joints, spalls and cra cks around utilit y patches, shall be sealed as follows:
Cracks, Joint Widths Required Sealing Method
1/4 " to 1/2 " Rout to 1/2" wide, 1/2 " deep
F i l l w i t h S e a l a n t *
1/2" to 3/4" Fill with sealant*
Greater than 3/4" Fill with hot mix asphalt paving (F-AR4000)
* Use Type "D" joint sealant to seal P.C.C. to be overlaid with asphalt use Type "A" sealant (color to match existing P.C.C.) in P.C.C., which is not to be overlaid.
All loose material shall be removed from cracks and joints and an approved herbicide shall be applied prior to sealing.
Cracks shall be filled flush with the road surface. Excess material shall be removed.
Sealant shall be applied according to the manufacturer's specifications, which shall be furnished to the Engineer at the preconstruction job meeting.
302-5 ASPHALT CONCRETE (AC) PAVEMENT.
302-5.1 General. The Contractor shall establish designated asphalt truck routes and staging areas and shall communicate these routes and areas to truck drivers prior to the arrival at the job site.
This plan must be approved by the Engineer five (5) days prior to paving.
302-5.3 Prime Coat. Prime coat shall be applied to all subgrade surfaces prior to asphalt hot mix surfacing. The prime coat shall be Grade SC-250 liquid asphalt uniformity per Green Book requirements.
302-5.4 Tack Coat. Asphalt tack coat shall be applied to all existing asphalt surfaces prior to asphalt overlay.
Existing surfaces shall be cleaned utilizing a power sweeper and free of water prior to applying PG 64-10 or SS-1h asphalt tack coat per Green Book requirements. Tack coat shall uniformly cover all areas to be paved.
302-5.5 Distribution and Spreading.
BOTTOM DUMPING OF ASPHALT PAVING SHALL NOT BE ALLOWED.
302.5.6.2 Density and Smoothness. Failed areas shall be removed and replaced at Contractor's expense.
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302-5.7 Joints. COLD JOINTS SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. COLD JOINTS PLACED WITHOUT APPROVAL SHALL BE REMOVED AT THE SOLE EXPENSE OF THE CONTRACTOR.
302-9 APHALT RUBBER HOT MIX (ARHM).
302-9.1 General. The Contractor shall establish designated asphalt truck routes and staging areas and shall communicate these routes and areas to truck drivers prior to the arrival at the job site. This plan must be approved by the Engineer five (5) days prior to paving.
CONTRACTOR SHALL REMOVE ALL TRACKED ASPHALT MATERIALS FROM CONCRETE SURFACES AND RAISED PAVEMENT MARKERS.
302-9.3 Distribution and Spreading. Feather join edges shall be made along straight lines by hand raking out all heavy aggregates prior to rolling to produce a smooth uniform surface.
Compacted edge along gutter lip shall be 3/8 inch in height.
BOTTOM DUMPING OF ASPHALT PAVING SHALL NOT BE ALLOWED.
302-9.5 Joints. JOINTS SHALL NOT BE ALLLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. JOINTS PLACED WITHOUT APPROVAL SHALL BE REMOVED AT THE SOLE EXPENSE OF THE CONTRACTOR.
302-9.7 Rock Dust Blotter.
Rock dust blotter shall be provided and uniformly applied using a mechanical spreader at a rate of approximately 1.65 kilogram per square meter.
302-15 ASPHALT TRACKING PAVEMENT AND MITIGATION. The purpose of this section is to address any tracking related problems caused by the Contractor. The City requires that all streets adjacent to the project remain track free during and after construction. Contractor shall prevent and mitigate asphalt tracking on all adjacent surfaces. The use of water or any other methods approved by the Engineer may be ut ilized. If tracking is present at the end of the work day, the Contractor shall use steam cleaning and a vacuum truck to remove tracking from all affected areas to the satisfaction of the Engineer.
SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS,
AND PAVEMENT MARKERS
314-1 GENERAL. Furnishing and installation of traffic markings shall include all work required to place raised pavement markers, thermoplastic material and curb paint. Legends and crosswalks shall consist of thermoplastic material with glass bead finish.
Striping work and materials shall conform to the provisions of the Standard Specifications of the State of California, Department of Transportation, latest edition, and the Traffic Manual of the State of California, Department of Transportation. Installation of traffic markings shall be completed within 5 working days of paving.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKING.
314-4.1 GENERAL. Each fire hydrant in the project area shall be marked by placing a double- sided raised pavement marker with reflective blue markings on each side. The marker and adhesive shall be equivalent to Caltrans pavement markers.
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Place one marker 6 inches from street centerline toward hydrant on a line projected approximately perpendicular to curb. Place two markers if hydrant is on a corner, one on each street.
PART 4 – EXISTING IMPROVEMENTS
SECTION 401 - REMOVAL
401-3. CONCRETE AND MASONRY IMPROVEMENTS.
401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway, and Alley Intersections.
Concrete sidewalk construction shall include removal and disposal of existing interfering structures, tree roots, objects, soil, etc. Contractor shall remove and replace any inadequate existing base material with compacted CMB.
Any damaged utility boxes, traffic signal pull boxes, etc., shall be replaced. All boxes shall be adjusted to grade and all costs for this work shall be incidental and included in this item of work.
Concrete curb and gutter construction shall include removal and disposal of existing interfering structures, objects, soil, etc.
Curb & gutter to be replaced shall be installed at the same location as the existing on a straight grade across the limits of the replacement.
Removal, disposal and construction of adjacent 2-feet wide asphalt hot mix paving (C2 PG64- 10) over 6-inch thick C.A.B. shall be included.
Curb Ramp construction shall include removal and disposal of interfering structures, objects and soil. Ramp shall be 4" thick concrete over 6" thick C.A.B.
Included in this construction is the adjustment and protection of sweeps, conduits, pull boxes, utility access frames and covers to finished grade and protection of traffic detectors, stub-outs and homeruns. Traffic detectors damaged by the Contractor's operations shall be replaced at the Contractor's expense.
At locations where street lighting or traffic signal poles encroach into the curb ramp to be installed, concrete pedestals shall be constructed between finished grade and pole bases.
Removal, disposal and construction of adjacent curb & gutter, spandrel, cross gutter, and 24 in. wide hot mix asphalt paving (C2 PG64-10) over 6 in. thick C.A.B. shall be included. Ramp shall be poured separately from curb and gutter (min. 24hrs after curb and gutter).
Curb ramp (modified) shall be per Section 18, except concrete spandrel shall be sawcut 6" from curb face and minimum asphalt replacement will be required if any.
Driveways, approach, alley intersection, spandrel s and cross gutters construction shall include removal and disposal of interfering structures, objects and soil.
Removal, disposal and construction of adjacent 2-feet wide hot mix asphalt paving (C2 PG64- 10) over 6-inch thick C.A.B. shall be included.
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SECTION 402 – UTILITES
402-2 PROTECTION. The Contractor shall provide coordination with all utility companies involved and shall provide protection from damage to their facilities. The Contractor shall be responsible for repair or replacement to said facilities made necessary by its failure to provide required protection.
The Contractor shall be solely responsible to check all utility record maps, books, and/or other data in the possession of the CITY, other agencies, and/or all utility companies, and no allowance shall be made for any failure to have done so.
The Contractor shall utilize the services of “Und erground Service Alert-Southern California” for utility locating in all public right-of-ways by calling 811 or 1-800-227-2600 at least 48 hours prior to any excavation.
Underground lines that are potentially hazardous such as oil company lines, natural gas mains, and electrical conduits will be carefully located by the owner as provided in the Standard Specifications. The Contractor shall take special precautions in determining the precise location and depth of these structures and coordinate work with the utility to ensure that they will not be damaged by its operations.
SECTION 403 – MANHOLE ADJUSTMENT AND RECONSRTUCTION
403-1 GENERAL. Adjustment of utility access openings shall include all work required to set access frames and covers flush with pavement. Adjustment of utility access openings shall be incidental to the associated item of work, and no additional payment will be made therefore.
SECTION 404 – COLD MILLING
404-1 GENERAL. Payment for cold milling pavement shall be according to the square feet of surface approved for milling irrespective of the actual area milled, the depth of milling, the number of passes required, or the pavement material milled. There will be no compensation for over milling.
The City has investigated the street section and determined that pavement section has variable depths of asphalt and Portland cement concrete pavement, however, any presence of pavement fabric, petromat or irregular material shall be included in the bid item price for "cold milling" and no extra payment shall be made.
Areas of distorted pavement shall also be cold milled to a smooth uniform surface.
COLD MILLED AREAS SHALL NOT REMAIN UNPAVED OVER MORE THAN ONE WEEKEND.
NOTE: ON LOCAL RESIDENTIAL STREETS, COLD MILLED AREAS SHALL NOT REMAIN UNPAVED OVER MORE THAN ONE DAY; ALL COLD MILLED AREAS SHALL BE PAVED THE FOLLOWING DAY.
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PART 6 - TEMPORARY TRAFFIC CONTROL
SECTION 600 - ACCESS
600-1 GENERAL.
600-1.1 Public Convenience and Safety Access. The Contractor shall provide temporary “No Parking” and all other signs which are necessary for the safe and orderly conduct of vehicular traffic as directed by the Engineer and as specified herein. Contractor shall also provide an approval barricaded area in the parking lane for pedestrian traffic during such time as the parkway is unfit to be used for pedestrian traffic.
At such times as driveways are inaccessible due to the Contractor’s work, they shall be blocked by two (2) Class II barricades or one (1) Class II barricade and two (2) delineators. Driveways that are ramped or planked for temporary access shall be provided with a barricade or delineator at each side. The Contractor shall give 24-hour notice to affected property owners prior to blocking any driveway.
The Contractor shall provide access for refuse collection on the regularly scheduled days. He shall also facilitate or assist in the collection where such work is hampered by his operations.
600-1.2 Street Closures, Detours, and Barricades. The Contractor shall not close any street within the City of Gardena without first obtaining the approval of the Engineer. Barricading, traffic control and detour diagrams in connection with street closures shall be submitted by the contractor as required by the Engineer.
The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the Calif ornia Manual of Temporary Traffic Controls or W.A.T.C.H. Handbook. During adverse weather or unusual traffic or working conditions additional traffic devices shall be placed as directed by the Engineer. All traffic signs and devices shall also conform to the California Manual of Temporary Traffic Controls or W.A.T.C.H.
Handbook.
The Contractor shall provide and maintain Type II barricades along excavation edges parallel to the flow of traffic at a maximum spacing of twenty-five feet. Type II barricades mounted with flashers shall be installed around work areas in parkways. Type II barricades shall have alternating reflective orange and reflective white stripes at an angle of 45 degrees. The strip width shall be in accordance with Table 5-1 “Barricade Characteristics” “Manual of Traffic Controls for Construction and Maintenance Work Zones”.
During paving operations, barricades may be supplemented with minimum size eighteen-inch high traffic cones and delineators such that spacing between barricades and/or cones or delineators is no greater than twenty feet. Traffic cones and delineators used within State right- of-way shall be a minimum size of twenty-eight inches high. At all access points such as intersecting streets, alleys and driveways, barricades and/or cones shall be provided at five-foot intervals so as to prevent vehicular access to the paving area. Where access from an intersecting street is prohibited, a “Road Closed” sign shall be provided at the nearest prior intersection. “No Left Turn” signs shall be provided wherever required by the Engineer.
When one-way access from a side street or alley is permitted, barricades and cones shall be provided at five-foot intervals for a distance of fifty feet on either side of the centerline of the intersecting street, or alley.
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Should the Contractor fail to furnish a sufficient number of traffic and/or pedestrian safety devices, the Agency will place such necessary items and the Contractor shall be liable to the Agency for providing such devices in accordance with the following provisions:
1. For placing of barricades: $5.00 per barricade for the first day or any part thereof and $2.00 per barricade, per day, for each day thereafter or any part thereof. For flashers: $2.50 per flasher for the first day or any part thereof and $1.00 per flasher, per day, for each day thereafter or any part thereof. For traffic cones:
$1.00 per cone for each day or any part thereof.
2. In the event that the services of the Agency are required between the hours of 5:00 P.M. and 8:00 A.M., during the normal week or at any time on Saturday, Sunday or a Agency holiday, there shall be an additional charge to the above set forth minimums of $188.00 for each service trip required.
Contractor shall relocate, preserve and maintain the visibility of all existing signs within the project limits which affect the flow of traffic, as directed by the Engineer. Any signs which are damaged or found to be missing during the course of construction shall be replaced by the Contractor at his expense as directed by the Engineer. All other signs that interfere with the course of work and are not necessary for the safe flow of traffic will be removed and replaced by the Agency. Traffic control signs include Stop Signs, Speed Limit, Parking Restrictions and other regulatory signs.
SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSRTUCTION AND
MAINTENANCE WORK ZONES
601-1 GENERAL. A minimum of two (2) lanes (one lane in each direction) shall be maintained at all times for a continuous flow of traffic, except as otherwise approved by the Engineer.
The Contractor shall provide two (2) Traffic Advisor Portable Changeable Message Signs, one week prior to the start of construction. The message text will include “MAJOR CONSTRUCTION ON BUDLONG AVE” and “MAJOR CONSTRUCTION ON HALLDALE AVE” and start date. The Contractor shall be responsible for providing moving and programming the message signs during the entire duration of construction as directed by Engineer
Lane closures shall be allowed between 8:00a.m. and 4:00p.m. only. No traveled lane shall be closed overnight without prior City approval. Access to private property shall be maintained at all times.
"Temporary No Parking" signs shall be posted no more than 100 feet apart at least 72 hours prior to work. The signs shall be mounted on either 1” x 2” X 3’ high wood stakes, Type II barricades, or 39-inch high delineators. Signs shall not be posted on trees, traffic signal poles, utility poles, streetlights, or any other street furniture. Signs shall be professionally made of moisture-resistant, heavy duty cardboard or other approved material. "Temporary No Parking" signs shall be maintained by the contractor at all times and shall be approved by the Engineer prior to posting. Cover existing street signs as directed by the Engineer.
"Temporary No Parking" signs shall be implemen ted for one week only (M-F) at a time. Signs shall be removed and reposted each week as needed and approved by the City.
DURING PAVING OPERATIONS, THE CONTRACTOR SHALL PROVIDE INDIVIDUALS AND EQUIPMENT DESIGNATED TO PERFORM AND MAINTAIN TRAFFIC CONTROL ONLY. The Contractor shall furnish, place and maintain all temporary traffic control devices required for the TP-9
safe and orderly flow of vehicular and pedestrian traffic during construction. All Traffic control shall conform to the California Manual of Temporary Traffic Controls (California M.U.T.C.D.) or Work Area Traffic Control Handbook (W.A.T.C.H. Handbook).
If traffic control measures are not in conform ance with these provisions, the project shall be stopped until conformance is attained to the satisfaction of the Engineer.
At locations where excavations are left open overnight, flashing barricades shall be placed along the excavation at a maximum spacing of 20 feet. A minimum of 3 flashing barricades shall be placed at any one excavation.
Temporary striping will be permitted only on base course and pavement to be overlaid.
Temporary pavement markings to be placed on new asphalt shall be spaced at 25 ft maximum and shall be removable without damage to the new overlay. Method of temporary markings shall be submitted to the Engineer for approval at the preconstruction meeting.
The Contractor shall submit and obtain written approval of traffic control plans from the Engineer five (5) working days prior to implementing.
Temporary lane closures shall be allowed during working hours specified in these Technical Provisions. Temporary lane closures maintained beyond the normal working hours may have a negative economic effect on the local residential, commercial/industrial business, and traveling public. Unless the Contractor secures prior written approval from the Engineer to maintain temporary lane closures beyond the working hours allowed, the Engineer may deduct a fee from a progress payment or bond for each temporary lane closure maintained beyond the allowed working hours. The fee will be accessed at a rate of Five Hundred ($500) per each travel lane per each thirty (30) minute interval, or fraction thereof as required by the Engineer. In no event will work be allowed past 5 p.m.
PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
SECTION 700 – MATERIALS
700-5 TRAFFIC SIGNAL MATERIALS.
700-5.8 Detectors.
700-5.8.2 Inductive Loop Detectors. Loop detector wire shall be Type 2 and loop detector lead-in cable shall be Type B per Section 86-1.02F of the State of California, Department of Transportation Standard Specifications, and latest edition.
ADD THE FOLLOWING:
700-6 BATTERY BACKUP SYSTEM
The Contractor shall furnish and install a 24 volt Dimensions Battery Backup System (BBS) for use with a Type 332 system or equal, on locations detailed on plans. The Contractor shall furnish new and install all necessary cables, wiring harness, and all other equipment and incidentals, including batteries, to connect the Uninterrupted Power Supply (UPS) to the traffic signal controller cabinet wiring harness to provide the intended operation.
The Dimensions BBS shall consist of but not limited to:
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1. Inverted/Charger (with RS232 and Ethernet Port)
2. Combined Manual Bypass Switch – 511016
3. 12 VDC, 79 AH Group 24 AGM batteries (six per system) – 390003
4. All necessary hardware and interconnect wiring
The BBS shall be installed per the manufacturer’s guidelines.
The contractor shall at his own expense, arrange to have a technician, qualifies to work on the BBS assembly and employed by the BBS assembly manufacturer, or his representative, present at the time the equipment is turned on. The Engineer shall be notified at least two (2) working days prior to the beginning of the functional test period.
BATTERY BACKUP CABINET
Where BBS system is to be installed with a Ty pe 332, a standalone cabinet shall be furnished and installed to house the batteries and the inverter. The inverter shall be mounted inside the cabinet preferably at the top. The BBS cabinet shall be McCain Sensata (3 Shelves) or Caltrans Standard Cabinet (4 Shelves).
The Contractor shall at his own expense, arrange to have a technician, qualified to work on the BBS, present at the time the equipment is turned on. The Engineer shall be notified at least two (2) days prior to the beginning of the functional test period. BBS shall be installed per manufacturer’s instructions and specification. Test for proper operation and adjust satisfactory results are obtained.
Shop Drawings shall be submitted and approved by the engineer prior to installation.
SECTION 701 – CONSTRUCTION
701-13 ENERALWIRES, CONDUCTORS AND CABLES.
701-13.2 Splices. All conductor splicing shall conform to Section 87 of the Standard Specifications of the State of California, latest edition. All detector loop wire and lead-in cable shall be soldered at every splice or connection.
PART 8 – LANDSCAPING AND IRRIGATION
SECTION 801 – INSTALLATION
801-4 PLANTING.
801-4.5 Tree and Shrub Planting. Tree species shall be 24” box (species as noted).
Payment for this item shall include the following:
A. All material and work for planting of the tree.
B. One-year maintenance period. If a tree requires replacement within the on year maintenance period, the new tree shall also have a one year maintenance period from the date of acceptance.
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Note: City will tag trees prior to installation. Total maximum distance to tag all trees shall be limited to 80 miles roundtrip and 3 locations. Otherwise, trees shall be brought to the City for approval prior to planting. Rejected trees shall be removed from the job site immediately.
801-4.5.1 Tree Removal . Remove and dispose of existing tree, stump and roots are supplemental provisions to Section 300-1.2 and 300-1.3 of the Standard Specifications. Grind roots minimum of 12" from top of grade. Backfill with select material and prepare for P.C.C. construction or tree replacement where shown.
801-6 MAINTENANCE AND PLANT ESTABLISHMENT. Maintenance period shall be one year and shall commence after work has been completed and approved by the City of Gardena Council.
All trees shall be guaranteed by the contractor for the maintenance period. Contractor liability shall cover cost of labor, equipment and materials to replace trees of similar size during the covered period.
END OF TECHNICAL PROVISIONS
Appendix A
City Standards
Appendix B
Caltrans Standard
DECEMBER 12, 2022
ADDENDUM NO. 1
TO: ALL SPECIFICATION HOLDERS
ADDENDUM NO. 1, AS DECRIBED BELOW, IS FOR USE OF CONTRACTORS AND SUBCONTRACTORS SUBMITTING BIDS ON THIS PROJECT. ALL BIDDERS SHALL INDICATE ON THE BID PROPOSAL FORM (BP-5) THAT THEY HAVE RECEIVED THIS ADDENDUM NO. 1.
REVISION TO THE BID PROPOSAL (BP):
1. Reference the attached Revised Bid Schedule dated December 12, 2022, and to be submitted with bid. B id item number 23 “Remove and Install Pedestrian Push Buttons” has been added.
REVISION TO THE SPECIFICATIONS:
ADD the following section:
SECTION 700-5.8.3 Pedestrian Push Buttons. Pedestrian push button assemblies and detector loops shall conform to the provisions of Section 86 -5, “Detectors,” of the State Standard Specifications and these Technical Provisions.
New pedestrian push buttons shall be ADA compliant (50mm diameter), Type B Polara Bulldog No. BDL3- B (momentary, non -latching), or approved equal, with a stainless steel button, black body on a green frame. Pedestrian push button signs shall conform to the details shown on the plans. Fasteners used shall be stainless steel ta mper proof screws for pedestrian push -button assemblies. Pedestrian calls to the controller shall be independent, by phase, and not as concurrent thru -phase pairs. Pedestrian signal ground wires shall not have splices between the poles and the controller cabinet unless approved by the Engineer or his representative in the field. All pedestrian signal ground wires shall be joined and grounded within the controller cabinet.
REVISION TO THE APPENDICES:
Product information attached for Bulldog pedestrian push buttons are added as Appendix C.
REVISION TO THE PLANS:
1. Revised Plan Sheets 1,5,6 & 7 are enclosed which depict the removal and installat ion of pedestrian push buttons at the Marine Avenue, Rosecrans Avenue and 135th Street intersections.
2. Revised plan sh eets 9 through 13 depict revision to striping construction note from “Detail 9” to “Detail 2”.
END OF ADDENDUM NO. 1
TO BE SUBMITTED WITH PROPOSAL
BP-1
Revised Addendum #1
December 12, 2022
BID PROPOSAL (BP)
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
PROJECT NO. JN 985
Contractor:
Address:
Phone:
Fax:
License No.:
D.I.R. No.
Email:
To Be Submitted
WITH
Bid Package
TO BE SUBMITTED WITH PROPOSAL
BP-2
BID PROPOSAL
PROJECT NO. JN 985
BID SCHEDULE
The undersigned, having examined the proposed Contract Documents titled:
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BOULEVARD TO
EL SEGUNDO BOULEVARD AND
HALLDALE AVENUE STEEET IMPROVEMENTS
FROM 135TH STREET TO EL SEGUNDO BOULEVARD
and having visited the site and examined the conditions affecting the work, hereby proposes and agrees to furnish all labor, materials, equipment, and appliances, and to perform operations necessary to complete the work as required by said proposed Contract Documents and itemized bid schedule below. All work shall be completed within 65 Working Days from the date the Notice of Proceed is issued by the Engineer.
Item
No.
Item Description
Unit
Approx.
Quantity
Unit Price
in Figures
Item Total
1 Mobilization (not to exceed 5% of Bid) LS 1 $ $
2 Remove and Replace Curb & Gutter
LF 215 $ $
3 Remove and Reconstruct Commercial
Sidewalk SF 980 $ $
4 Remove and Reconstruct Residential
Driveway
SF
2,080
$
$
5 Remove and Reconstruct Commercial
Driveway
SF
350
$
$
6 Remove and Reconstruct Residential
Driveway
SF
980
$
$
7 Remove and Reconstruct Alley
Approach
SF
420
$
$
8 Remove and Reconstruct Access
Ramp
EA
28 $
$
9 Retrofit Existing Ramp with Plastic
Bolt Down Truncated Domes
EA
15 $
$
TO BE SUBMITTED WITH PROPOSAL
BP-3
10 Remove Existing Tree and Tree
Stump
EA
8 $
$
11 Plant New 24” Box Water Gum Tree
EA
6 $
$
12 Edge Mill (Variable Depth)
SF
87,350
$
$
13 Header Cut (Variable Depth)
SF
6,600
$
$
14 Cold Plane (2” Depth)
SF
49,900
$
$
15 Unclassified Excavation
CY
10 $
$
16 Asphalt Concrete
TON
780
$
$
17 AHRM Overlay
TON
3,250
$
$
18 Slurry Seal
SF
144,400
$
$
19 Reconstruct Traffic Loops
EA
14 $
$
20 Adjust Manhole to Grade
EA
28 $
$
21 Adjust Water Valve to Grade
EA
25 $
$
22 Battery Backup for Traffic Signal
EA
2 $
$
23 Remove and Install Pedestrian Push
Buttons. EA 24 $ $
24 Signing, Striping and Pavement
Markers
LS
1 $
$
25 Traffic Control
LS
1 $
$
TO BE SUBMITTED WITH PROPOSAL
BP-4
TOTAL CONTRACT BID:
(Figures) $
(Words) ______
* In case of error in extension of price into the total price column, the unit price will govern.
All work required and shown on the construction plans and this specification for which no price or item is listed on this proposal, it shall be understood that such work, equipment, labor, tools and materials shall be provided without extra charge, allowance or direct payment of any kind. Payment for performing such work or furnishing such equipment, labor, tools and materials shall be included in the above lump sum or un it bid prices and no additional compensation will paid therefor.
If the City determines that any of the unit bid prices are significantly unbalanced to the potential detriment of the City, the bid will be replaced as non-responsive.
In case of any discrepancy between the words and the figures, the words shall prevail. If the unit price and the total amount for any item are not in agreement, the unit price alone shall be considered to represent the bidder’s intention and all totals will be corrected to conform thereto.
Attached hereto is cash, a certified check, a cashier's check, or a bidder's bond in the amount of _______________________________________________________________________Dollar s, said amount being not less than 10 percent of the amount bid. Pursuant to Public Contract Code Sections 20172 and 20174, it is agreed a portion equal to the difference between the low bid and second low bid shall be retained as a bid bond forfeiture by the City if the undersigned fails or refuses to execute the Con tract and furnish the required bonds and certificates of insurance within the time provided.
Name of Bidder
Signature of Bidder
TO BE SUBMITTED WITH PROPOSAL
BP-5
BID PROPOSAL
PROJECT NO. JN 985
ACKNOWLEDGEMENT OF ADDENDA RECEIVED
The Bidder shall acknowledge the receipt of addenda by number and date each addendum received.
Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________ Addendum No. ____ Date ___________
Addenda will be issued only through the ARC Document Solutions and access under their Public Planroom (www.crplanwell.com). It is the Bidder’s sole responsibility to visit the Planroom to obtain and administer any Addendum related to this bid. An Addendum must be acknowledged above by a bidder in its submitted form of Proposal.
If an addendum or addenda have been issued by the City and not noted above as being received by the Bidder, the Bid Proposal may be rejected.
____________________________________ _____________________________ Bidder’s Signature Date
Addendum #1
December 12, 2022
Appendix C
Pedestrian Push Button Product Information
Addendum #1
December 12, 2022
Revised Plan Sheets
GENERAL NOTES
GENERAL STRIPING NOTESSHEET INDEX
UTILITY COMPANY CONTACTS
TITLE SHEETTYPICAL SECTIONSCONSTRUCTION DETAILSSTREET PLAN - HALLDALE AVE (FROM 135TH ST TO EL SEGUNDO BLVD)STREET PLAN - BUDLONG AVE (FROM REDONDO BEACH BLVD TO STA 37+00)STREET PLAN - BUDLONG AVE (FROM STA 37+00 TO STA 63+00)STREET PLAN - BUDLONG AVE (FROM STA 63+00 TO STA 89+00)STREET PLAN - BUDLONG AVE (FROM STA 89+00 TO EL SEGUNDO BLVD)STRIPING PLAN - HALLDALE AVE (FROM 135TH ST TO EL SEGUNDO BLVD)STRIPING PLAN - BUDLONG AVE (FROM REDONDO BEACH BLVD TO STA 37+00)STRIPING PLAN - BUDLONG AVE (FROM STA 37+00 TO STA 63+00)STRIPING PLAN - BUDLONG AVE (FROM STA 63+00 TO STA 89+00)STRIPING PLAN - BUDLONG AVE (FROM STA 89+00 TO EL SEGUNDO BLVD) 1 OF 132 OF 133 OF 134 OF 135 OF 136 OF 137 OF 138 OF 139 OF 1310 OF 1311 OF 1312 OF 1313 OF 13 DESCRIPTIONSHEET #
CITY OF GARDENAHALLDALE AVENUE STREET IMPROVEMENTS
CONTRACT PERSONCOMPANYTELEPHONE NO.AT&T - DISTRBUTION RAYMOND DOVE310-515-4257100 W. ALONDRA BLVD, BLDG A, RM 202GARDENA, CA 90248AT&T - LONG DISTANCEJOSEPH FORKERT714-963-796422311 BROOKHURST ST #203HUNTINGTON BEACH, CA 92646AT&T - TCAMARIA GUZMAN213-787-9996420 S GRAND AVE, RM 707LOS ANGELES, CA 90054CHEVRON PIPELINE COMPANYDAVE ZERLER310-669-40142600 HOMESTEAD PLRANCHO DOMINGUEZ, CA 90220CROWN CASTLEFIBER DIG888-632-0931GOLDEN STATE WATER COMPANYJOSEPH ZHAO310-767-820014835 S. SPRING STGARDENA, CA 90248LEVEL 3 COMMUNICATIONSCALEB KING918-547-0007LOS ANGELES COUNTY FLOOD DARYLL CHENOWETH626-458-3709CONTROL DISTRICT900 S. FREMONT AVE,8TH FLOORALHAMBRA, CA 91803LOS ANGELES COUNTY SANITATION JON GNAZ562-908-4288DISTRICTP.O. BOX 4998WHITTIER, CA 90607LOS ANGELES DEPARTMENT OF JOSE PORRAS213-367-1049WATER AND POWERP.O. BOX 51111, RM 1425LOS ANGELES, CA 90051M POWER COMMUNICATIONSMARK DENNING949-864-0296METROPOLITAN WATER DISTRICTCIVIL ENGINEER SUBSTRUCTURES SECTION213-217-7663P.O.BOX 54153LOS ANGELES, CA 90054SOUTHERN CALIFORNIA EDISON -JOHN LE714-514-5654DISTRIBUTION505 MAPLE AVETORRANCE, CA 90503SOUTHERN CALIFORNIA GASJOEL CANIZALEZ818-701-3448701 N. BULLIS RDCOMPTON, CA 90221VCI CONSTRUCTIONMELISSA CULMER909-276-1279WEST BASIN MUNICIPAL WATER DISTRICTFRANK FUCHS310-660-625517140 S AVALON BLVD #210CARSON, CA 90746ZAYOGEORGE HUSS443-403-2023
1.ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE.PAVEMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION.2.ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BERE-ESTABLISHED. THE SURVEYOR SHALL ALSO ESTABLISH CENTER LINE MONUMENTS AND TIES ATALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TOCONSTRUCTION. SEE TECHNICAL PROVISIONS.3.PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS.4.ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ONSTATIONING AND FIELD VERIFICATION.5.24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED.6.CATCH BASINS ARE DRAWN FOR CLARITY.7.CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE ANDAFTER PAVING.8.PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310) 217-9564 FOR APPROVAL.
1. ALL CROSSWALKS, ARROWS, STOP BARS, AND LEGENDS SHALL BE THERMOPLASTIC MATERIAL .2.RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE PAVEMENT WITH HOT MELT BITUMINOUSADHESIVE.3.FURNISH AND INSTALL TEMPORARY MARKERS IMMEDIATELY AFTER PAVING, SPACED AT 25ft MAXIMUM.4.REMOVE ALL EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING (CROSSWALKS, STOP LEGENDS,ETC.). EXISTING PAVEMENT MARKINGS AND STRIPING TO BE REMOVED ARE NOT SHOWN ON THE PLAN.FIELD VERIFY LOCATIONS.5.REMOVED AND DISPOSE OF ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT LIMITS.PAYMENT SHALL BE INCLUDED IN BID ITEM PRICE FOR FURNISH AND INSTALL PAVEMENT MARKERS.6.INSTALL DOUBLED SIDED RAISED PAVEMENT MARKERS FOR ALL FIRE HYDRANTS.
PROJECT LOCATION MAP
1 ABBREVIATIONSA.C./ACARHMAVEBLVDBMBMPBWCBCFCC&GCOFDRD/SE/OEA/EA.EGELECEX/EX.FSHPINVLF/L.F.LPLS/L.S.LTMH/M.H.NAVDNW ASPHALT CONCRETEASPHALT HOT READY MIXAVENUEBOULEVARDBENCHMARKBEST MANAGEMENT PRACTICEBACK OF SIDEWALKCATCH BASINCURB FACECENTERLINECURB AND GUTTERCITY OF FULLERTONDRIVEDOWNSTREAMEAST OFEACHEDGE OF GUTTERELECTRICALEXISTINGFINISHED SURFACEHIGH POINTINVERTLINEAR FEET, LINEAL FEETLOW POINTLUMP SUMLEFTMANHOLENORTH AMERICAN VERTICAL DATUMNORTHWESTO.C.PPCCPKWYPLPPROPPUDRSPRTR/WS =S/OSCHSDSFS'LYSPPWCSSSSMHSTSTASTD/STD.SWTYP.U/SVARVLTWV
ON CENTERPROTECTPORTLAND CEMENT CONCRETEPARKWAYPLACEDPROPERTY LINEPROPOSEDPUBLIC UTILITIES DEPARTMENTREVISED STANDARD PLANRIGHTRIGHT-OF-WAYSLOPE EQUALSSOUTH OFSCHEDULESTORM DRAINSQUARE FEETSOUTHERLYSTANDARD PLANS FOR PUBLICWORKS CONSTRUCTIONSANITARY SEWERSANITARY SEWER MANHOLESTREETSTATIONSTANDARDSOUTHWESTTYPICALUPSTREAMVARIESVAULTWATER VALVE
TITLE SHEET
DIAL BEFOREYOU DIGTOLL FREETWO WORKINGDAYS BEFOREYOU DIG811 OR1-800-422-4133 FROM 135TH ST. TO EL SEGUNDO BLVD.BUDLONG AVENUE STREET IMPROVEMENTSFROM REDONDO BEACH BLVD. TO EL SEGUNDO BLVD.PROJECT NO. JN 985 LEGEND
PAVEMENT COLD MILLING (3" DEPTH)WITH 3" AC LEVELING COURSER&R SIDEWALK
PAVEMENT COLD MILLING(VARIABLE DEPTH)
PROPOSED ACCESS RAMPTRUNCATED DOMESGRADE BREAKGB
R&R DRIVEWAY
R&R ALLEY APPROACH
320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-016013 HALLDALE AVENUESTREET IMPROVEMENTS135TH ST TO EL SEGUNDO BLVDBUDLONG AVENUESTREET IMPROVEMENTSREDONDO BEACH BLVD TO EL SEGUNDO BLVD 8 - 1068
CONSTRUCTION NOTES123456789101112131415161718192021
AC DEEPLIFT SLOT PAVE
STRIPING NOTES 1CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 2 CALTRANS STD. PLAN A20A. 2CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 22 CALTRANS STD. PLAN A20A. 3CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 38 CALTRANS STD. PLAN A20D. 4PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 5CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN)PAVEMENT MARKING PER CALTRANS STD. A24A. 6CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELYAFTER PAVING. 8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24ATHRU A24E. 9 PAINT 4" SOLID WHITE LINE.10PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F.
PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATERGUM TREE (TRISTANIOPSIS LAURINA).REMOVE EXISTING TREE AND TREE STUMP.ADJUST GAS VALVE TO GRADE (BY OTHERS).FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM(BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICALPROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THEHEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLANNO.130-3 AND DETAIL D ON SHEET 3.REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-2.REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-1.SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTHOF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOTPAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER,TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITSSHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOINPOINTS.FURNISH AND PLACE TYPE 2 SLURRY SEAL.ADJUST WATER VALVE TO GRADE.ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.DWG. ST-24.FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS.RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATEDDOMES.REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENASTD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,GUTTER AND SIDEWALK AS REQUIRED.REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS. 22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIRALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).23REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND INSTALL POLARABULLDOG III (BDL-3) PUSH BUTTON PER MANUFACTURER'S SPECIFICATIONOR APPROVED EQUAL. BUTTON SHALL BE MOUNTED AT 3'-6" ABOVE FINISHEDGRADE. 1 1
LOS ANGELES COUNTYHAWTHORNE
CITY OF LOS ANGELES
CITY OF LOS ANGELES
TORRANCETORRANCE
LOS ANGELES COUNTYPROJECTLOCATIONJN. 985
TS
TS WM WM WM WM WMTS
WM
WMWM
WM
WM
WMWM
WM
TS
TS
TS
TS
WM
WM EB
WM WM
WM
WM
+1222 +1300 +1400 +1500 +1600 +1700 +1800 +1900 +2000 +2100 +2200 +2300 +24 W REDONDO BEACH BLVD1212
1168 W 150th ST
S BUDLONG AVE15219 S BUDLONG AVE15215 S BUDLONG AVE15205 S BUDLONG AVE15135 S BUDLONG AVE15127 S BUDLONG AVE15121 S BUDLONG AVE15117 S BUDLONG AVE15109 S BUDLONG AVE15021 S BUDLONG AVE15015 S BUDLONG AVE15011 S BUDLONG AVE14935 S BUDLONG AVE14931 S BUDLONG AVE15019 S BUDLONG AVE15114 S BUDLONG AVE15118 S BUDLONG AVE15122 S BUDLONG AVE15126 S BUDLONG AVE15132 S BUDLONG AVE15208W REDONDO BEACH BLVD1126 W REDONDO BEACH BLVD1147 W REDONDO BEACH BLVD1203 W REDONDO BEACH BLVD1221
W REDONDO BEACH BLVD1145
S BUDLONG AVE15105 S BUDLONG AVE15029
1169 W 150th ST1169 MARINE AVE1158 MARINE AVE
+2900+3000
+2850+2900+2950
+2750
+2800
+2850
BUDLONG AVE
(18')(18') (30')(30')(22')(18')(30')(22')(18')
JOIN EX
STA 12+82BEG ARHM
JOIN EX
JOIN EX
3 72
3 3
103
16 2
16 7
14 5 15PKWYCULVERT
12 STA 12+21.60℄ INT STA 20+60.37℄ INT STA 23+30.37℄ INT JOIN EX9 9 82 EA
82 EA
9 84 EA
1 1
6'6'
6'
6'
13+20.43JOIN S/W13+59.08JOIN S/W
17+87.55JOIN S/W18+02.55JOIN S/W
(30')(30')
16+71.20JOIN C/G17+02.94JOIN C/G17+22.20JOIN C/G17+51.40JOIN C/G 20+98
121213 13 13
23+12.80JOIN S/W
22+6022+40
21+68
STA 28+63
STA 29+33
10'10'STA 12+82 18
16 16+12.15JOIN S/W16+32.15JOIN S/W
14+15.70JOIN S/W
16 16+82.52JOIN S/W
16+57.52JOIN S/W
17+18.89JOIN S/W17+48.70JOIN S/W
1616
17+38.07JOIN S/W17+58.07JOIN S/W1610
19 9
2021
20 1010
3 9
10 2021
16 JOINC\GJOINC\GJOINS/WJOINS/W5
5 1
STA 15+39.07CHANGE SECTIONSTA 15+70.46CHANGE SECTION
STA 17+22.20CHANGE SECTION
STA 15+70.55CHANGE SECTIONSTA 15+45.72CHANGE SECTION
23+24.76JOIN S/W
14+00.70JOIN S/W
22111 22
1 1 1
11 10
1 1123
23 2323
23 EB
WM WM WM WM
WM WM WMWM WM
WM
WMWMWMWMWMWMWMWMWMWMWMWM
WMWMWMWM WMWM
+00 +2500 +2600 +2700 +2800 +2900 +3000 +3100 +3200 +3300 +3400 +3500 +3600 +37 1169 W 149th ST
1202 W 146th ST
S BUDLONG AVE14927 S BUDLONG AVE14923 S BUDLONG AVE14921 S BUDLONG AVE14917 S BUDLONG AVE14913 S BUDLONG AVE14909 S BUDLONG AVE14907 S BUDLONG AVE14903 S BUDLONG AVE14825 →14833 S BUDLONG AVE14819 S BUDLONG AVE14815 S BUDLONG AVE14813 S BUDLONG AVE14809 S BUDLONG AVE14803 S BUDLONG AVE14717 S BUDLONG AVE14715 S BUDLONG AVE14709 S BUDLONG AVE14610 S BUDLONG AVE14616 S BUDLONG AVE14618 S BUDLONG AVE14620 S BUDLONG AVE14626 S BUDLONG AVE14628 S BUDLONG AVE14634 S BUDLONG AVE14714 S BUDLONG AVE14718 S BUDLONG AVE14720 S BUDLONG AVE14724 S BUDLONG AVE14804 S BUDLONG AVE14810 S BUDLONG AVE14816 S BUDLONG AVE14824 S BUDLONG AVE14828 S BUDLONG AVE14832 1203 W 146th ST
1168 W 149th ST1169 W 150th ST
+2800+2900
+2900+3000
BUDLONG AVE
(30')(30')(22')(18')
(18')(18')(30')(30')JOIN EX
JOIN EX
16 16 16
16 16
16 16 16
STA 25+90.48℄ INT
STA 35+46.31℄ INT
7 7 7
4 4109
9 9
9 10
9 9 9
6'6'
6'
6'
6' 6'
27+35.34JOIN S/W27+50.34JOIN S/W
31+24.34JOIN S/W31+34.34JOIN S/W
32+9233+07
34+65.82JOIN C/G35+00.82JOIN C/G34+89
34+37
32+1432+06
29+41.24JOIN C/G & S/W29+61.24JOIN C/G & S/W
28+96.24JOIN S/W28+86.24JOIN S/W
25+3025+06 1
1 1312
5STA 28+58
10'10'2021
20 2021 20212021
131225+48
25+08 1312
34+44
35+0916JOINS/WJOINS/W
JOIN S/WJOINS/W
JOIN S/WJOIN S/WJOIN S/WJOINS/WJOIN S/WJOINS/W
JOINC\GJOINC\G 1
1 1
STA 26+32.43CHANGE SECTION
1 1 1 1 1
111
1 22
STA 27+48.11CHANGE SECTION
STA 27+91.36CHANGE SECTION
MATCH LINE STA 24+00 BELOW LEFT
5 MATCH LINE STA 24+00 SEE ABOVE RIGHT
MATCH LINE STA 37+00 SEE SHEET 6
W REDONDO BEACH BLVDMARINE AVE
150th ST
149th ST
146th ST
REDONDO BEACH BLVD TO STA 37+00STREET IMPROVEMENT PLANBUDLONG AVENUE STREET IMPROVEMENTS
PRELIMINARY - NOT FOR CONSTRUCTION
320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160 REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD 138 - 1068
PROPOSED ACCESS RAMPTRUNCATED DOMESGRADE BREAKGB
R&R DRIVEWAY
LEGENDPAVEMENT COLD MILLING (2" DEPTH)R&R SIDEWALKPAVEMENT COLD MILLING(VARIABLE DEPTH 0" TO 1 34")AC DEEPLIFT SLOT PAVEPAVEMENT COLD MILLING(VARIABLE DEPTH 2" TO 3 34") CONSTRUCTION NOTES1234567891011
12131415161718192021PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATERGUM TREE (TRISTANIOPSIS LAURINA).REMOVE EXISTING TREE AND TREE STUMP.ADJUST GAS VALVE TO GRADE (BY OTHERS).FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM(BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICALPROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THEHEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLANNO.130-3 AND DETAIL D ON SHEET 3.REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-2.REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-1.SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTHOF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOTPAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER,TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITSSHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOINPOINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.ADJUST WATER VALVE TO GRADE.ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.DWG. ST-24.FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS.RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATEDDOMES.REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENASTD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,GUTTER AND SIDEWALK AS REQUIRED.REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS. 22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIRALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10). 1 1
23REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND INSTALL POLARABULLDOG III (BDL-3) PUSH BUTTON PER MANUFACTURER'S SPECIFICATIONOR APPROVED EQUAL. BUTTON SHALL BE MOUNTED AT 3'-6" ABOVE FINISHEDGRADE.1 1 TEL
WMWMWM
TS
TS
TS
EB
TS
TS
TS WM WMWM
WMWMWM
WM
WM
WMWM
WMWM
WM
WMWM
WM
+00+3800+3900+4000+4100+4200+4300+4400+4500+4600+4700+4800+4900+50 1203 W 144th ST
1215 W ROSECRANS AVE
S BUDLONG AVE14619
S BUDLONG AVE14539
S BUDLONG AVE14535
S BUDLONG AVE14527
S BUDLONG AVE14523
S BUDLONG AVE14519
S BUDLONG AVE14515
6114-018-055
S BUDLONG AVE14417
S BUDLONG AVE14411
S BUDLONG AVE14403
S BUDLONG AVE14320
S BUDLONG AVE14326
S BUDLONG AVE14404
S BUDLONG AVE14412
S BUDLONG AVE14424
S BUDLONG AVE14428
S BUDLONG AVE14440
S BUDLONG AVE14520
S BUDLONG AVE14526
S BUDLONG AVE14530
S BUDLONG AVE14538
S BUDLONG AVE14544
S BUDLONG AVE
1202 W 144th ST
1108 W 141st ST
1150 W ROSECRANS AVE
+2800+2900
+2800+2900+3000
JOIN EXJOIN EXJOIN EX
77 1615
16 16 16
16 4 EA8
(30')(18')(18')(30')
(30')(18')(18')(30')
STA 45+12.29℄ INT
STA 47+02.29℄ INT
99 99 1
1445STA 46+43END ARHMBEG SLURRY
6'6'
STA 29+39STA 28+61
38+77
43+1443+24
42+23
41+81
41+16
40+86
40+3040+03
38+59
11 10'10'
42+28
40+82
6 (30')(18')(18')(30')
10'10'
JOINS\WJOINS\W
JOINS\WJOINS\W
JOINS\W
JOINS\W
JOIN C/G& S\W
13JOIN C/G& S\W
JOINS\WJOINS\W11
1 1
STA 41+53.10CHANGE SECTION
STA 42+22.95CHANGE SECTION
STA 46+22.95CHANGE SECTION
STA 40+80.08CHANGE SECTION
STA 41+49.70CHANGE SECTIONSTA 41+72.24CHANGE SECTIONSTA 41+91.40CHANGE SECTION 122
22 1 1
122
12323 2323
WM
WM WM WM
WM WM
WM WM WM
WM
WM EBWM
WM
WM
WM
WM
+00+5100+5200+5300+5400+5500+5600+5700+5800+5900+6000+6100+6200+63 1201 W 141st PL
1141 W 140th PL
1167 W 141st ST
S BUDLONG AVE14109
S BUDLONG AVE14025
S BUDLONG AVE14021
S BUDLONG AVE14015
S BUDLONG AVE14011
S BUDLONG AVE14005
S BUDLONG AVE13911
S BUDLONG AVE13819
S BUDLONG AVE13815
S BUDLONG AVE13811
S BUDLONG AVE13807
S BUDLONG AVE13812
S BUDLONG AVE13814
S BUDLONG AVE13820
S BUDLONG AVE13834
6115-047-031
S BUDLONG AVE14006
S BUDLONG AVE13902
S BUDLONG AVE13908
S BUDLONG AVE14101
S BUDLONG AVE14029
S BUDLONG AVE13907
S BUDLONG AVE13901
1205 W 139th ST
13800
6115-047-034
S BUDLONG AVE14020
1160 W 141st ST
+2800+2900
+2900+3000
+2800+2900
+2800+2900
+2900+3000
JOIN EX
JOIN EX
JOIN EX
JOIN EX
JOIN EX
1111
333
1616
33 7
(30')(18')(18')(30')
(30')(18')(18')(30')
(30')(18')(18')(30')
STA 50+47.56℄ INT
STA 51+97.90℄ INT
STA 53+82.98℄ INT
STA 54+80.15℄ INT
STA 60+23.42℄ INT
STA 28+84
STA 28+69
STA 28+62
56+7356+93
58+4758+67
STA 60+69END SLURRYBEG ARHM
22 1
6'6' 5
10'10' 1513
JOINS\W
JOIN S\WJOIN S\W& C/G
JOINS\W
58+74JOIN C\G6
1 STA 60+89.29CHANGE SECTIONSTA 61+02.31CHANGE SECTIONSTA 61+24.85CHANGE SECTION 1 221
MATCH LINE STA 50+00 BELOW LEFT
6 MATCH LINE STA 50+00 SEE ABOVE RIGHT
MATCH LINE STA 63+00 SEE SHEET 7
MATCH LINE STA 37+00 SEE SHEET 5
ROSECRANS AVE144th ST
141st PL141st ST139th ST
141st ST140th PL
BUDLONG AVE
BUDLONG AVE
STA 37+00 TO STA 63+00STREET IMPROVEMENT PLANBUDLONG AVENUE STREET IMPROVEMENTS 320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD 138 - 1068
PROPOSED ACCESS RAMPTRUNCATED DOMESGRADE BREAKGB
R&R DRIVEWAYLEGENDPAVEMENT COLD MILLING (2" DEPTH)R&R SIDEWALKPAVEMENT COLD MILLING(VARIABLE DEPTH 0" TO 1 34") AC DEEPLIFT SLOT PAVEPAVEMENT COLD MILLING(VARIABLE DEPTH 2" TO 3 34") CONSTRUCTION NOTES123456789101112
131415161718192021PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATERGUM TREE (TRISTANIOPSIS LAURINA).REMOVE EXISTING TREE AND TREE STUMP.ADJUST GAS VALVE TO GRADE (BY OTHERS).FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM(BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICALPROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THEHEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLANNO.130-3 AND DETAIL D ON SHEET 3.REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-2.REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-1.SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTHOF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOTPAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER,TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITSSHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOINPOINTS.FURNISH AND PLACE TYPE 2 SLURRY SEAL.ADJUST WATER VALVE TO GRADE.ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.DWG. ST-24.FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS.RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATEDDOMES.REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENASTD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,GUTTER AND SIDEWALK AS REQUIRED.REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS. 22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIRALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).11 REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND INSTALL POLARABULLDOG III (BDL-3) PUSH BUTTON PER MANUFACTURER'S SPECIFICATIONOR APPROVED EQUAL. BUTTON SHALL BE MOUNTED AT 3'-6" ABOVE FINISHEDGRADE.23 1 1
WMWM
WM
WM
WMWM
WM
WM
WMWMWM
WM
WM
WM WM
WM
WM
WM WM
WMWM
+00+7700+7800+7900+8000+8100+8200+8300+8400+8500+8600+8700+8800+89 1141 W 133rd ST
S BUDLONG AVE
S BUDLONG AVE13431
S BUDLONG AVE13423
S BUDLONG AVE13417
S BUDLONG AVE13319
S BUDLONG AVE13313
S BUDLONG AVE13309
S BUDLONG AVE13305
S BUDLONG AVE13231
S BUDLONG AVE13227
S BUDLONG AVE13221
S BUDLONG AVE13217
S BUDLONG AVE13211
S BUDLONG AVE13207
S BUDLONG AVE13108
S BUDLONG AVE13112
S BUDLONG AVE13118
S BUDLONG AVE13122
S BUDLONG AVE13206
S BUDLONG AVE13212
S BUDLONG AVE13218
S BUDLONG AVE13308
S BUDLONG AVE13312
S BUDLONG AVE13316
S BUDLONG AVE13324
S BUDLONG AVE13402
S BUDLONG AVE13408
S BUDLONG AVE13412
S BUDLONG AVE13418
S BUDLONG AVE13424
S BUDLONG AVE13430
S BUDLONG AVE
S BUDLONG AVE13405
S BUDLONG AVE13325
S BUDLONG AVE13201
1215 W 132nd ST
S BUDLONG AVE13128
1140 W 132nd ST
S BUDLONG AVE13302
+2725+2800+2875
+2725+2800
+2800+2850
JOIN EX
JOIN EX
JOIN EXJOIN EX 111111
3333
(30')(18')(30')
(30')(18')(20')(30')
(30')(18')(20')(30')
11 STA 79+54.98℄ INT
STA 82+71.57℄ INT
STA 86+25.09℄ INT 4
STA 27+60
(20')
35 EB
WM
WM
EB
TSEB
WM EB
EB
EB
EB
EB
WM
WMWM
WM
WM
WM WM
WM
WM
WM WM
WMWMWM WM WM
WM
EB
WM WM
WM
WM WM
+00+6400+6500+6600+6700+6800+6900+7000
+7100
+7200
+7300+7400+7500+76
1151 TETON ST
1156 W 135th ST
S BUDLONG AVE
S BUDLONG AVE13803
S BUDLONG AVE13731
S BUDLONG AVE13727
S BUDLONG AVE13707
S BUDLONG AVE13701
S BUDLONG AVE13631
S BUDLONG AVE13625
S BUDLONG AVE13621
S BUDLONG AVE13615
S BUDLONG AVE13611
S BUDLONG AVE13441
S BUDLONG AVE13437
S BUDLONG AVE13436
S BUDLONG AVE13442
S BUDLONG AVE13446
S BUDLONG AVE13530
S BUDLONG AVE13622
S BUDLONG AVE13628
S BUDLONG AVE13632
S BUDLONG AVE13704
S BUDLONG AVE13710
S BUDLONG AVE13714
S BUDLONG AVE13720
S BUDLONG AVE13603
VAN BUREN AVE13603
1212 W 135th ST
1203 W 135th ST
S BUDLONG AVE13452
1144 W 135th ST
S BUDLONG AVE13618
S BUDLONG AVE13726
S BUDLONG AVE13800
+2900+2950
+2850+2900
+2750+2800+2850
+2900+300044
7 7 16
JOIN EX
JOIN EX
JOIN EX
JOIN EXJOIN EX 333
3 23
STA 73+01END ARHMBEG SLURRY11
(30')(18')(18')(30')
(30')(18')(18')(30')
(30')(18')(20')(30')
STA 63+65.00℄ INTSTA 68+82.00℄ INTSTA 70+13.23℄ INT
STA 73+61.59℄ INT 10
99 10 99
6'6'
66+21
66+51
68+49
6 1
66 17
7 5
1 1
STA 28+45STA 27+72
10'10'
10'10'
18 16 44
82 LOOPS10
1 JOINS\W
JOIN C\G
JOINS\W
34 1
113
10'10'
11 STA 65+41.83CHANGE SECTION
STA 65+89.51CHANGE SECTION
STA 69+67.94CHANGE SECTION
STA 70+75.69CHANGE SECTION
STA 71+32.09CHANGE SECTION
STA 71+78.02CHANGE SECTIONSTA 72+02.20CHANGE SECTIONSTA 72+18.58CHANGE SECTION STA 72+64.98CHANGE SECTIONSTA 72+83.24CHANGE SECTIONSTA 72+76.89CHANGE SECTIONSTA 72+48.85CHANGE SECTION STA 71+56.87CHANGE SECTION
STA 71+28.95CHANGE SECTION
STA 70+91.95CHANGE SECTIONSTA 70+64.48CHANGE SECTIONSTA 70+40.26CHANGE SECTIONSTA 70+13.51CHANGE SECTION STA 69+23.84CHANGE SECTION
STA 68+40.20CHANGE SECTION
STA 64+07.86CHANGE SECTION
STA 63+25.79CHANGE SECTION
69+23.88JOIN S/W69+43.88JOIN S/W
1222222
1221
22 221 22 22122
22 221
1 2323
323
23 MATCH LINE STA 76+00 BELOW LEFT
7 MATCH LINE STA 76+00 SEE ABOVE RIGHT
MATCH LINE STA 89+00 SEE SHEET 8
MATCH LINE STA 63+00 SEE SHEET 6
VAN BURENAVE
135th ST
138th ST134th ST132nd ST TETON ST
133rd ST
BUDLONG AVE
BUDLONG AVE
STA 63+00 TO STA 89+00STREET IMPROVEMENT PLANBUDLONG AVENUE STREET IMPROVEMENTS 320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD 138 - 1068
PROPOSED ACCESS RAMPTRUNCATED DOMESGRADE BREAKGB
R&R DRIVEWAYLEGENDPAVEMENT COLD MILLING (2" DEPTH)R&R SIDEWALKPAVEMENT COLD MILLING(VARIABLE DEPTH 0" TO 1 34") AC DEEPLIFT SLOT PAVEPAVEMENT COLD MILLING(VARIABLE DEPTH 2" TO 3 34") CONSTRUCTION NOTES123456789101112
131415161718192021PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATERGUM TREE (TRISTANIOPSIS LAURINA).REMOVE EXISTING TREE AND TREE STUMP.ADJUST GAS VALVE TO GRADE (BY OTHERS).FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM(BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICALPROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THEHEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLANNO.130-3 AND DETAIL D ON SHEET 3.REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-2.REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OFGARDENA STD. DWG. ST-1.SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTHOF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOTPAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER,TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITSSHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOINPOINTS.FURNISH AND PLACE TYPE 2 SLURRY SEAL.ADJUST WATER VALVE TO GRADE.ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.DWG. ST-24.FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS.RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATEDDOMES.REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENASTD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,GUTTER AND SIDEWALK AS REQUIRED.REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OFGARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TOTHE NEAREST SCOREMARK OR JOINT.CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THETECHNICAL SPECIFICATIONS. 22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIRALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICALSPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10). 1 1
11 REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND INSTALL POLARABULLDOG III (BDL-3) PUSH BUTTON PER MANUFACTURER'S SPECIFICATIONOR APPROVED EQUAL. BUTTON SHALL BE MOUNTED AT 3'-6" ABOVE FINISHEDGRADE.23 EB WM
WM
WM TEL
WM WM WM
STOP
STOP
STOPSTOPSTOP
HALLDALE AVE1330313301
HALLDALE AVE13418 HALLDALE AVE34341HALLDALE AVE34381
1501 W 134th ST 1528 W 134th ST
1452 W 134th ST
1515 W 135th ST
1500 W 135th ST
1510 W 135th ST
1451 W 135th STHALLDALE AVE13306
CONST LIMITSSTOP
STOP
STOP
(40')(30')(30')(40')
76 9TYP
76 76
9TYP
WM
WM
WMWM
WMWMWM
WM
WM WMWM
xx
STOP
STOPSTOP
STOP
HALLDALE AVE13301
HALLDALE AVE13219
HALLDALE AVE13215
HALLDALE AVE13025
HALLDALE AVE13010 HALLDALE AVE13020 HALLDALE AVE13210HALLDALE AVE13220HALLDALE AVE13226HALLDALE AVE 1500 W 130th ST 1513 W 132nd ST 1502 W 132nd ST
1452 W 132nd ST1441 W 132nd ST
STOP
STOP
(40')(30')(30')(40')
9TYP
76 76 9TYP9TYP
WMWM
WMWM
WM
WM
xxxx
xxxx
xxxxxxxx
STOP
STOPSTOPSTOP
STOP
STOP
HALLDALE AVE12902HALLDALE AVE12906
HALLDALE AVE12908
1501 W EL SEGUNDO BLVD
1449 W EL SEGUNDO BLVD
1440 W EL SEGUNDO BLVD
HALLDALE AVE12801 1505 W 130th ST
1441 W 130th ST
CONST LIMITS
STOP
STOP
STOP
(40')(30')(30')(40')
9TYP
76 7676 9
9TYP
MATCH LINE STA 18+75 BELOW LEFT
9_______
HALLDALE AVE
MATCH LINE STA 18+75 SEE ABOVE RIGHT
MATCH LINE STA 28+50 SEE BELOW LEFT
135th ST134th ST
132nd ST
HALLDALE AVE
HALLDALE AVENUE STREET IMPROVEMENTS320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160135TH STREET TO EL SEGUNDO BOULEVARD13 8 - 1068
MATCH LINE STA 28+50 SEE ABOVE RIGHT
135TH ST TO EL SEGUNDO BLVDSTRIPING PLAN
EL SEGUNDO BLVD130th ST
HALLDALE AVE
STRIPING NOTES 1CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 2 CALTRANS STD. PLAN A20A. 2CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 22 CALTRANS STD. PLAN A20A. 3CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 38 CALTRANS STD. PLAN A20D. 4PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 5CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN)PAVEMENT MARKING PER CALTRANS STD. A24A. 6CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELYAFTER PAVING. 8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24ATHRU A24E. 9 PAINT 4" SOLID WHITE LINE. 11 STOP
TS
TS WM WM WM WM WMTS
WM
WMWM
WM
WM
WMWM
WM
TS
TS
TS
TS
WM
WM EB
WM WM
WM
WM
JOIN EX
JOIN EX
JOIN EX
STA 28+63
STA 29+33
CONSTLIMITS
1 1
2 2 2
5 5 44
3 (18')(18')
(30')(30')(22')(18')(30')(22')(18')
(30')(30')+1222 +1300 +1400 +1500 +1600 +1700 +1800 +1900 +2000 +2100 +2200 +2300 +24 W REDONDO BEACH BLVD1212
1168 W 150th ST
S BUDLONG AVE15219 S BUDLONG AVE15215 S BUDLONG AVE15205 S BUDLONG AVE15135 S BUDLONG AVE15127 S BUDLONG AVE15121 S BUDLONG AVE15117 S BUDLONG AVE15109 S BUDLONG AVE15021 S BUDLONG AVE15015 S BUDLONG AVE15011 S BUDLONG AVE14935 S BUDLONG AVE14931 S BUDLONG AVE15019 S BUDLONG AVE15114 S BUDLONG AVE15118 S BUDLONG AVE15122 S BUDLONG AVE15126 S BUDLONG AVE15132 S BUDLONG AVE15208W REDONDO BEACH BLVD1126 W REDONDO BEACH BLVD1147 W REDONDO BEACH BLVD1203 W REDONDO BEACH BLVD1221
W REDONDO BEACH BLVD1145
S BUDLONG AVE15105 S BUDLONG AVE15029
1169 W 150th ST1169 MARINE AVE1158 MARINE AVE
+2900
+2850+2900+2950
+2750
+2800
+2850
BUDLONG AVE
SLOWSTOP
LL
STOP
STOP
EB
WM WM WM WM
WM WM WMWM WM
WM
WMWMWMWMWMWMWMWMWMWMWMWM
WMWMWMWM WMWM
JOIN EX
JOIN EXSTA 28+581
1 1
7 88 8
8 88
4 6
(30')(30')(22')(18')
(18')(18')(30')(30')+00 +2500 +2600 +2700 +2800 +2900 +3000 +3100 +3200 +3300 +3400 +3500 +3600 +37 1169 W 149th ST
1202 W 146th ST
S BUDLONG AVE14927 S BUDLONG AVE14923 S BUDLONG AVE14921 S BUDLONG AVE14917 S BUDLONG AVE14913 S BUDLONG AVE14909 S BUDLONG AVE14907 S BUDLONG AVE14903 S BUDLONG AVE14825 →14833 S BUDLONG AVE14819 S BUDLONG AVE14815 S BUDLONG AVE14813 S BUDLONG AVE14809 S BUDLONG AVE14803 S BUDLONG AVE14717 S BUDLONG AVE14715 S BUDLONG AVE14709 S BUDLONG AVE14610 S BUDLONG AVE14616 S BUDLONG AVE14618 S BUDLONG AVE14620 S BUDLONG AVE14626 S BUDLONG AVE14628 S BUDLONG AVE14634 S BUDLONG AVE14714 S BUDLONG AVE14718 S BUDLONG AVE14720 S BUDLONG AVE14724 S BUDLONG AVE14804 S BUDLONG AVE14810 S BUDLONG AVE14816 S BUDLONG AVE14824 S BUDLONG AVE14828 S BUDLONG AVE14832 1203 W 146th ST
1168 W 149th ST1169 W 150th ST
+2800+2900
+2900+3000
BUDLONG AVESLOWSCHOOLXING SLOWSCHOOLXING STOP
STOP
MATCH LINE STA 24+00 BELOW LEFT
10 MATCH LINE STA 24+00 SEE ABOVE RIGHT
MATCH LINE STA 37+00 SEE SHEET 11
W REDONDO BEACH BLVDMARINE AVE
150th ST
149th ST
146th ST
REDONDO BEACH BLVD TO STA 37+00BUDLONG AVENUE STREET IMPROVEMENTS
PRELIMINARY - NOT FOR CONSTRUCTION
320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160 REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD 138 - 1068
STRIPING PLAN
STRIPING NOTES 1CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 2 CALTRANS STD. PLAN A20A. 2CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 22 CALTRANS STD. PLAN A20A. 3CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 38 CALTRANS STD. PLAN A20D. 4PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 5CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN)PAVEMENT MARKING PER CALTRANS STD. A24A. 6CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELYAFTER PAVING. 8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24ATHRU A24E. 9 PAINT 4" SOLID WHITE LINE.10PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 1 1
STOP
+00+3800+3900+4000+4100+4200+4300+4400+4500+4600+4700+4800+4900+50 1203 W 144th ST
1215 W ROSECRANS AVE
S BUDLONG AVE14619
S BUDLONG AVE14539
S BUDLONG AVE14535
S BUDLONG AVE14527
S BUDLONG AVE14523
S BUDLONG AVE14519
S BUDLONG AVE14515
6114-018-055
S BUDLONG AVE14417
S BUDLONG AVE14411
S BUDLONG AVE14403
S BUDLONG AVE14320
S BUDLONG AVE14326
S BUDLONG AVE14404
S BUDLONG AVE14412
S BUDLONG AVE14424
S BUDLONG AVE14428
S BUDLONG AVE14440
S BUDLONG AVE14520
S BUDLONG AVE14526
S BUDLONG AVE14530
S BUDLONG AVE14538
S BUDLONG AVE14544
S BUDLONG AVE
1202 W 144th ST
1108 W 141st ST
1150 W ROSECRANS AVE
+2800+2900
+2800+2900+3000
TEL
WMWMWM
TS
TS
TS
EB
TS
TS
TS WM WMWM
WMWMWM
WM
WM
WMWM
WMWM
WM
WMWM
WM
JOIN EXJOIN EXJOIN EX
(30')(18')(18')(30')
(30')(18')(18')(30')
STA 29+39STA 28+61
11 2
3 5L
5L5L 1
1010
5L
3 2
STOPSTOP
STOPSTOP
STOP
STOP
+00+5100+5200+5300+5400+5500+5600+5700+5800+5900+6000+6100+6200+63 1201 W 141st PL
1141 W 140th PL
1167 W 141st ST
S BUDLONG AVE14109
S BUDLONG AVE14025
S BUDLONG AVE14021
S BUDLONG AVE14015
S BUDLONG AVE14011
S BUDLONG AVE14005
S BUDLONG AVE13911
S BUDLONG AVE13819
S BUDLONG AVE13815
S BUDLONG AVE13811
S BUDLONG AVE13807
S BUDLONG AVE13812
S BUDLONG AVE13814
S BUDLONG AVE13820
S BUDLONG AVE13834
6115-047-031
S BUDLONG AVE14006
S BUDLONG AVE13902
S BUDLONG AVE13908
S BUDLONG AVE14101
S BUDLONG AVE14029
S BUDLONG AVE13907
S BUDLONG AVE13901
1205 W 139th ST
13800
6115-047-034
S BUDLONG AVE14020
1160 W 141st ST
+2800+2900
+2900+3000
+2800+2900
+2800+2900
+2900+3000
WM
WM WM
WM
WM WM
WM WM WM
WM
WM EBWM
WM
WM
WM
WM
JOIN EX
JOIN EX
JOIN EX
JOIN EX
(30')(18')(18')(30')
(30')(18')(18')(30')
(30')(18')(18')(30')
STA 28+69
STA 28+62
1 1
77 JOIN EXSTA 28+84
MATCH LINE STA 50+00 BELOW LEFT
11 MATCH LINE STA 50+00 SEE ABOVE RIGHT
MATCH LINE STA 63+00 SEE SHEET 12
MATCH LINE STA 37+00 SEE SHEET 10
ROSECRANS AVE144th ST
141st PL141st ST139th ST
141st ST140th PL
BUDLONG AVE
BUDLONG AVE
STA 37+00 TO STA 63+00BUDLONG AVENUE STREET IMPROVEMENTS 320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD 138 - 1068
STRIPING PLAN
STRIPING NOTES 1CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 2 CALTRANS STD. PLAN A20A. 2CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 22 CALTRANS STD. PLAN A20A. 3CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 38 CALTRANS STD. PLAN A20D. 4PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 5CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN)PAVEMENT MARKING PER CALTRANS STD. A24A. 6CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELYAFTER PAVING. 8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24ATHRU A24E. 9 PAINT 4" SOLID WHITE LINE.10PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 11 STOPSTOP
STOP
STOP
+00+7700+7800+7900+8000+8100+8200+8300+8400+8500+8600+8700+8800+89 1141 W 133rd ST
S BUDLONG AVE
S BUDLONG AVE13431
S BUDLONG AVE13423
S BUDLONG AVE13417
S BUDLONG AVE13319
S BUDLONG AVE13313
S BUDLONG AVE13309
S BUDLONG AVE13305
S BUDLONG AVE13231
S BUDLONG AVE13227
S BUDLONG AVE13221
S BUDLONG AVE13217
S BUDLONG AVE13211
S BUDLONG AVE13207
S BUDLONG AVE13108
S BUDLONG AVE13112
S BUDLONG AVE13118
S BUDLONG AVE13122
S BUDLONG AVE13206
S BUDLONG AVE13212
S BUDLONG AVE13218
S BUDLONG AVE13308
S BUDLONG AVE13312
S BUDLONG AVE13316
S BUDLONG AVE13324
S BUDLONG AVE13402
S BUDLONG AVE13408
S BUDLONG AVE13412
S BUDLONG AVE13418
S BUDLONG AVE13424
S BUDLONG AVE13430
S BUDLONG AVE
S BUDLONG AVE13405
S BUDLONG AVE13325
S BUDLONG AVE13201
1215 W 132nd ST
S BUDLONG AVE13128
1140 W 132nd ST
S BUDLONG AVE13302
+2725+2800+2875
+2725+2800
+2800+2850
WMWM
WM
WM
WMWM
WM
WM
WMWMWM
WM
WM
WM WM
WM
WM
WM WM
WMWM
JOIN EX
JOIN EX
JOIN EXJOIN EX
(30')(18')(30')
(30')(18')(20')(30')
(30')(18')(20')(30')
STA 27+60
(20')
11 1
1 35
STOP
STOP STOP
+00+6400+6500+6600+6700+6800+6900+7000
+7100
+7200
+7300+7400+7500+76
1151 TETON ST
1156 W 135th ST
S BUDLONG AVE
S BUDLONG AVE13803
S BUDLONG AVE13731
S BUDLONG AVE13727
S BUDLONG AVE13707
S BUDLONG AVE13701
S BUDLONG AVE13631
S BUDLONG AVE13625
S BUDLONG AVE13621
S BUDLONG AVE13615
S BUDLONG AVE13611
S BUDLONG AVE13441
S BUDLONG AVE13437
S BUDLONG AVE13436
S BUDLONG AVE13442
S BUDLONG AVE13446
S BUDLONG AVE13530
S BUDLONG AVE13622
S BUDLONG AVE13628
S BUDLONG AVE13632
S BUDLONG AVE13704
S BUDLONG AVE13710
S BUDLONG AVE13714
S BUDLONG AVE13720
S BUDLONG AVE13603
VAN BUREN AVE13603
1212 W 135th ST
1203 W 135th ST
S BUDLONG AVE13452
1144 W 135th ST
S BUDLONG AVE13618
S BUDLONG AVE13726
S BUDLONG AVE13800
+2900+2950
+2850+2900
+2750+2800+2850
+2900+3000
35 EB
WM
WM
EB
TSEB
WM EB
EB
EB
EB
EB
WM
WMWM
WM
WM
WM WM
WM
WM
WM WM
WMWMWM WM WM
WM
EB
WM WM
WM
WM WM
JOIN EX
JOIN EX
JOIN EX
JOIN EXJOIN EX
(30')(18')(18')(30')
(30')(18')(18')(30')
(30')(18')(20')(30')
STA 28+45STA 27+72
11 2
102
1 8
MATCH LINE STA 76+00 BELOW LEFT
12 MATCH LINE STA 76+00 SEE ABOVE RIGHT
MATCH LINE STA 89+00 SEE SHEET 13
MATCH LINE STA 63+00 SEE SHEET 11
VAN BURENAVE
135th ST
138th ST134th ST132nd ST TETON ST
133rd ST
BUDLONG AVE
BUDLONG AVE
STA 63+00 TO STA 89+00STRIPING PLANBUDLONG AVENUE STREET IMPROVEMENTS 320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD 138 - 1068
STRIPING NOTES 1CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 9 CALTRANS STD. PLAN A20A. 2CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 22 CALTRANS STD. PLAN A20A. 3CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 38 CALTRANS STD. PLAN A20D. 4PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 5CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN)PAVEMENT MARKING PER CALTRANS STD. A24A. 6CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELYAFTER PAVING. 8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24ATHRU A24E. 9 PAINT 4" SOLID WHITE LINE.10PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 11 WM WMWM WM
WMWM
WM WMWMWMWMWM
WM
WMWMWM
WM
WM
WM
EB
EB
+00+9000+9100+9200+9300+9400+9500
+9600+9700
+9800+9900
+10000+10100+102102
1163 W 129th ST
1159 W EL SEGUNDO BLVD
S BUDLONG AVE12823
S BUDLONG AVE12903
S BUDLONG AVE12912
S BUDLONG AVE12918
S BUDLONG AVE12922
S BUDLONG AVE12928
S BUDLONG AVE12932
S BUDLONG AVE12938
S BUDLONG AVE12942
S BUDLONG AVE12948
S BUDLONG AVE13002
S BUDLONG AVE13008
S BUDLONG AVE13012
S BUDLONG AVE13018
S BUDLONG AVE13022
S BUDLONG AVE13028
S BUDLONG AVE13102
S BUDLONG AVE
S BUDLONG AVE13021
S BUDLONG AVE12923
1200 W EL SEGUNDO BLVD
S BUDLONG AVE12717
1160 W 129th ST
+2750+2800
+2725+2800+2875
+2800+2875
JOIN EX
(30')(18')(20')(30')
(30')(18')(18')(30')
(30')(18')(18')(30')
JOIN EX
JOIN EX
35 STOP
STOP
30 1
1 2
8 10
13 MATCH LINE STA 89+00 SEE SHEET 12
BUDLONG AVE
130th STEL SEGUNDO BLVD
129th ST
STA 89+00 TO EL SEGUNDO BLVDBUDLONG AVENUE STREET IMPROVEMENTS 320 MAIN STREETUNIT DSEAL BEACH, CA 90740714-656-0160REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD 138 - 1068
STRIPING PLAN
STRIPING NOTES 1CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 9 CALTRANS STD. PLAN A20A. 2CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 22 CALTRANS STD. PLAN A20A. 3CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKERPER DETAIL 38 CALTRANS STD. PLAN A20D. 4PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 5CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN)PAVEMENT MARKING PER CALTRANS STD. A24A. 6CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELYAFTER PAVING. 8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24ATHRU A24E. 9 PAINT 4" SOLID WHITE LINE.10PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PERCALTRANS STD. PLAN A24F. 11 GENERAL NOTES
GENERAL STRIPING NOTES
SHEET INDEX
UTILITY COMPANY CONTACTS
TITLE SHEET
TYPICAL SECTIONS
CONSTRUCTION DETAILS
STREET PLAN - HALLDALE AVE (FROM 135TH ST TO EL SEGUNDO BLVD) STREET PLAN - BUDLONG AVE (FROM REDONDO BEACH BLVD TO STA 37+00) STREET PLAN - BUDLONG AVE (FROM STA 37+00 TO STA 63+00) STREET PLAN - BUDLONG AVE (FROM STA 63+00 TO STA 89+00) STREET PLAN - BUDLONG AVE (FROM STA 89+00 TO EL SEGUNDO BLVD) STRIPING PLAN - HALLDALE AVE (FROM 135TH ST TO EL SEGUNDO BLVD) STRIPING PLAN - BUDLONG AVE (FROM REDONDO BEACH BLVD TO STA 37+00) STRIPING PLAN - BUDLONG AVE (FROM STA 37+00 TO STA 63+00) STRIPING PLAN - BUDLONG AVE (FROM STA 63+00 TO STA 89+00) STRIPING PLAN - BUDLONG AVE (FROM STA 89+00 TO EL SEGUNDO BLVD) 1 OF 13
2 OF 13
3 OF 13
4 OF 13
5 OF 13
6 OF 13
7 OF 13
8 OF 13
9 OF 13
10 OF 13
11 OF 13
12 OF 13
13 OF 13
DESCRIPTION SHEET #
CITY OF GARDENA
HALLDALE AVENUE STREET IMPROVEMENTS
CONTRACT PERSON COMPANYTELEPHONE NO.
AT&T - DISTRBUTION RAYMOND DOVE310-515-4257
100 W. ALONDRA BLVD, BLDG A, RM 202
GARDENA, CA 90248
AT&T - LONG DISTANCEJOSEPH FORKERT714-963-7964
22311 BROOKHURST ST #203
HUNTINGTON BEACH, CA 92646
AT&T - TCAMARIA GUZMAN213-787-9996
420 S GRAND AVE, RM 707
LOS ANGELES, CA 90054
CHEVRON PIPELINE COMPANYDAVE ZERLER310-669-4014
2600 HOMESTEAD PL
RANCHO DOMINGUEZ, CA 90220
CROWN CASTLEFIBER DIG888-632-0931
GOLDEN STATE WATER COMPANYJOSEPH ZHAO310-767-8200
14835 S. SPRING ST
GARDENA, CA 90248
LEVEL 3 COMMUNICATIONSCALEB KING918-547-0007
LOS ANGELES COUNTY FLOOD DARYLL CHENOWETH626-458-3709
CONTROL DISTRICT900 S. FREMONT AVE,8TH FLOOR
ALHAMBRA, CA 91803
LOS ANGELES COUNTY SANITATION JON GNAZ562-908-4288
DISTRICTP.O. BOX 4998
WHITTIER, CA 90607
LOS ANGELES DEPARTMENT OF JOSE PORRAS213-367-1049
WATER AND POWERP.O. BOX 51111, RM 1425
LOS ANGELES, CA 90051
M POWER COMMUNICATIONSMARK DENNING949-864-0296
METROPOLITAN WATER DISTRICTCIVIL ENGINEER SUBSTRUCTURES SECTION 213-217-7663 P.O.BOX 54153
LOS ANGELES, CA 90054
SOUTHERN CALIFORNIA EDISON -JOHN LE714-514-5654
DISTRIBUTION505 MAPLE AVE
TORRANCE, CA 90503
SOUTHERN CALIFORNIA GASJOEL CANIZALEZ818-701-3448
701 N. BULLIS RD
COMPTON, CA 90221
VCI CONSTRUCTIONMELISSA CULMER909-276-1279
WEST BASIN MUNICIPAL WATER DISTRICT FRANK FUCHS310-660-6255 17140 S AVALON BLVD #210
CARSON, CA 90746
ZAYOGEORGE HUSS443-403-2023
1. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE.
PAVEMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION.
2. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED. THE SURVEYOR SHALL ALSO ESTABLISH CENTER LINE MONUMENTS AND TIES AT
ALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS.
3. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS.
4. ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ON STATIONING AND FIELD VERIFICATION.
5. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED.
6. CATCH BASINS ARE DRAWN FOR CLARITY.
7. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING.
8. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310) 217-9564 FOR APPROVAL.
1. ALL CROSSWALKS, ARROWS, STOP BARS, AND LEGENDS SHALL BE THERMOPLASTIC MATERIAL .
2. RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE.
3. FURNISH AND INSTALL TEMPORARY MARKERS IMMEDIATELY AFTER PAVING, SPACED AT 25ft MAXIMUM.
4. REMOVE ALL EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING (CROSSWALKS, STOP LEGENDS, ETC.). EXISTING PAVEMENT MARKINGS AND STRIPING TO BE REMOVED ARE NOT SHOWN ON THE PLAN.
FIELD VERIFY LOCATIONS.
5. REMOVED AND DISPOSE OF ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT LIMITS.
PAYMENT SHALL BE INCLUDED IN BID ITEM PRICE FOR FURNISH AND INSTALL PAVEMENT MARKERS.
6. INSTALL DOUBLED SIDED RAISED PAVEMENT MARKERS FOR ALL FIRE HYDRANTS.
PROJECT LOCATION MAP
1 ABBREVIATIONS
A.C./AC
ARHM
AVE
BLVD
BM
BMP
BW
CB
CF
C
C&G
COF
DR
D/S
E/O
EA/EA.
EG
ELEC
EX/EX.
FS
HP
INV
LF/L.F.
LP
LS/L.S.
LT
MH/M.H.
NAVD
NW
ASPHALT CONCRETE
ASPHALT HOT READY MIX
AVENUE
BOULEVARD
BENCHMARK
BEST MANAGEMENT PRACTICE
BACK OF SIDEWALK
CATCH BASIN
CURB FACE
CENTERLINE
CURB AND GUTTER
CITY OF FULLERTON
DRIVE
DOWNSTREAM
EAST OF
EACH
EDGE OF GUTTER
ELECTRICAL
EXISTING
FINISHED SURFACE
HIGH POINT
INVERT
LINEAR FEET, LINEAL FEET
LOW POINT
LUMP SUM
LEFT
MANHOLE
NORTH AMERICAN VERTICAL DATUM
NORTHWEST
O.C.
P
PCC
PKWY
PL
P
PROP
PUD
RSP
RT
R/W
S =
S/O
SCH
SD
SF
S'LY
SPPWC
SS
SSMH
ST
STA
STD/STD.
SW
TYP.
U/S
VAR
VLT
WV
ON CENTER
PROTECT
PORTLAND CEMENT CONCRETE
PARKWAY
PLACED
PROPERTY LINE
PROPOSED
PUBLIC UTILITIES DEPARTMENT
REVISED STANDARD PLAN
RIGHT
RIGHT-OF-WAY
SLOPE EQUALS
SOUTH OF
SCHEDULE
STORM DRAIN
SQUARE FEET
SOUTHERLY
STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION
SANITARY SEWER
SANITARY SEWER MANHOLE
STREET
STATION
STANDARD
SOUTHWEST
TYPICAL
UPSTREAM
VARIES
VAULT
WATER VALVE
TITLE SHEET
DIAL BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
811 OR
1-800-422-4133
FROM 135TH ST. TO EL SEGUNDO BLVD.
BUDLONG AVENUE STREET IMPROVEMENTS
FROM REDONDO BEACH BLVD. TO EL SEGUNDO BLVD.
PROJECT NO. JN 985
LEGEND
PAVEMENT COLD MILLING (3" DEPTH)
WITH 3" AC LEVELING COURSE
R&R SIDEWALK
PAVEMENT COLD MILLING
(VARIABLE DEPTH)
PROPOSED ACCESS RAMP
TRUNCATED DOMES
GRADE BREAKGB
R&R DRIVEWAY
R&R ALLEY APPROACH
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
13 HALLDALE AVENUE
STREET IMPROVEMENTS
135TH ST TO EL SEGUNDO BLVD
BUDLONG AVENUE
STREET IMPROVEMENTS
REDONDO BEACH BLVD TO EL SEGUNDO BLVD
8 - 1068
CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 AC DEEPLIFT SLOT PAVE
STRIPING NOTES
1 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.
2 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.
3 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.
4 PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
5 CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN) PAVEMENT MARKING PER CALTRANS STD. A24A.
6 CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7 PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELY AFTER PAVING.
8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24A THRU A24E.
9 PAINT 4" SOLID WHITE LINE.
10 PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATER GUM TREE (TRISTANIOPSIS LAURINA).
REMOVE EXISTING TREE AND TREE STUMP.
ADJUST GAS VALVE TO GRADE (BY OTHERS).
FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICAL PROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.
BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLAN NO. 130-3 AND DETAIL D ON SHEET 3.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG. ST-2.
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
GARDENA STD. DWG. ST-1.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOT PAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER, TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITS SHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOIN POINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.
ADJUST WATER VALVE TO GRADE.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-24.
FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICAL
SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATED DOMES.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA
STD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,
GUTTER AND SIDEWALK AS REQUIRED.
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF
GARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIR
ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
LOS ANGELES COUNTY
HAWTHORNE
CITY OF LOS ANGELES
CITY OF LOS ANGELES
TORRANCE
TORRANCE
LOS ANGELES COUNTYPROJECTLOCATIONJN. 985
11/16/22
2 TYPICAL SECTIONS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
13 HALLDALE AVENUE
STREET IMPROVEMENTS
135TH ST TO EL SEGUNDO BLVD
BUDLONG AVENUE
STREET IMPROVEMENTS
REDONDO BEACH BLVD TO EL SEGUNDO BLVD
8 - 1068
LEGEND
PAVEMENT COLD MILLING (2" DEPTH)
R&R SIDEWALK
PAVEMENT COLD MILLING
(VARIABLE DEPTH 0" TO 1 3
4")
AC DEEPLIFT SLOT PAVE
PAVEMENT COLD MILLING
(VARIABLE DEPTH 2" TO 3 3
4")
CONSTRUCTION NOTES
1 2
6 7
11 12
13 17REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLAN NO. 130-3 AND DETAIL D ON SHEET 3.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOT PAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER, TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITS SHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOIN POINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.
FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICAL
SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF
GARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIR
ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
LC
EX E'LY
R/W
EX W'LY
R/W
BUDLONG
ROSECRANS AVE TO 139TH ST
TYPICAL SECTION
135TH ST TO EL SEGUNDO BLVD
NTS
LC
GB
GB
EX E'LY
R/W
EX W'LY
R/W
*LIMITSPER PLAN HALLDALE
(30')
(30')
11 (30')
8'
(40')
(40')
(30')
6 7
(18')
(18')
BUDLONG AVENUE
22'
VAR 20'-22'
VAR 8'-10'
1 1
TYPICAL SECTION
135TH ST TO EL SEGUNDO BLVD
NTS
HALLDALE AVENUE
LC
GB
GB
EX E'LY
R/W
EX W'LY
R/W
*LIMITSPER PLAN BUDLONG
(30')
8'
(30')
6 7
10'
VAR 18'-22'
11 TYPICAL SECTION
NTS
BUDLONG AVENUE
VAR 10'-14'
VAR 8'-10'
18'
* *
12 16 2
OR*
*
16 2OR
*
*
12*
REDONDO BEACH BLVD TO ROSECRANS AVE
139TH ST TO135TH ST
*
13 *
13*
1' 1'
OR22 OR22
OR22OR22
11/16/22
VARIABLE DEPTH HEADER CUTA
- N.T.S
JOIN EX
PROPOSED ACROADWAY FSEX. ROADWAY FS
VARIABLE DEPTH MILLING
3 DETAILS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
13 HALLDALE AVENUE
STREET IMPROVEMENTS
135TH ST TO EL SEGUNDO BLVD
BUDLONG AVENUE
STREET IMPROVEMENTS
REDONDO BEACH BLVD TO EL SEGUNDO BLVD
8 - 1068
ALLEY APPROACH
NOT TO SCALE
D
-
20'
UNLESS OTHERWISE NOTED ON PLANS
VARIABLE DEPTH EDGE MILLB
- N.T.S.
1 3/4"
WIDTH
PER PLANS
1 3/4"
EX. ROADWAY FS
VARIABLE DEPTH MILL @ DWY/ CROSS GUTTERC
- N.T.S.
WIDTH
PER PLANS
3 3/4"
EX. ROADWAY FS
2"
VARIABLE DEPTHMILLING
EXISTING CROSSGUTTER OR C/G@ DRIVEWAYLOCATIONS
PROPOSED ACROADWAY FS
11/16/22
EB WM
WM
WM
TEL
WM WM WM
(60)
(65)
(70)
(58)
(59)
(61)
(62)
(63)
(64)
(66)
(67)
(68)
(69)
(71)
(72)
(40')
(30') (30')
(40')
20'
28'
+10 80 +9 20
+ 1000+ 1100+ 1200+ 1300+ 1400+ 1500+ 1600+ 1700+ 1800
HALLDALE AVE1330313301
HALLDALE AVE13418
HALLDALE AVE34341
HALLDALE AVE34381
1501 W 134th ST
1528 W 134th ST
1452 W 134th ST
1515 W 135th ST
1500 W 135th ST 1510 W 135th ST
1451 W 135th ST
HALLDALE AVE13306
4 STA 10+00.00
℄ INT
STA 15+93.51
℄ INT
4 7
7 +30
+08
+58
2 6
3 3
99 9
19 22
1 22' 22'
VAR
20'22'
15+00 (22' LT)
PT MILL
15+50 (20' LT)
PT MILL
10 10
10 3
6'6'
8'6'
JOIN S/W
JOIN
S/W
STA 10+53.95
CHANGE SECTION
STA 18+34.53
CHANGE SECTION
STA 18+65.27
CHANGE SECTION
STA 10+54.00
CHANGE SECTION
JOIN EX.STA 10+32.75
122
22 11
1 1
STA 18+55.57
CHANGE SECTION
WM
WMWMWM
WM
WM
WM
WM
WM
WM
WM
xx
(75)
(80)
(85)
(90)
(95)
(73)
(74)
(76)
(77)
(78)
(79)
(81)
(82)
(83)
(84)
(86)
(87)
(88)
(89)
(91)
(92)
(93)
(94)
(96)
(97)
(98)
(40')
(30') (30')
(40')
20'
20'
6'
+10 80 +9 20
+ 1900+ 2000+ 2100+ 2200+ 2300+
24 00+ 2500+ 2600+ 2700+ 2800
HALLDALE AVE
13301
HALLDALE AVE
13219
HALLDALE AVE
13215
HALLDALE AVE
13025
HALLDALE AVE13010 HALLDALE AVE13020 HALLDALE AVE13210 HALLDALE AVE13220 HALLDALE AVE13226
HALLDALE AVE
1500 W 130th ST 1513 W 132nd ST 1502 W 132nd ST
1452 W 132nd ST1441 W 132nd ST
STA 22+63.72
℄ INT
7 7
+15
+75
+57
9 9
199
VAR
VAR
20'22'
22' 22'
20'22'
21+00 (22' LT)
PT MILL
20+50 (20' LT)
PT MILL
26+50 (22' LT)
PT MILL
27+00 (20' LT)
PT MILL
1 1
1 6
10'
+58
+10
10'
22'10
1 6
1 8'6'
8'6'
VAR
VAR
6 6'
6'
STA 19+03.07
CHANGE SECTION
STA 22+08.88
CHANGE SECTION
STA 23+52.42
CHANGE SECTION
STA 26+75.05
CHANGE SECTION
STA 26+98.70
CHANGE SECTION
STA 28+02.27
CHANGE SECTION
STA 28+29.46
CHANGE SECTION
STA 20+83.05
CHANGE SECTION
STA 21+20.00
CHANGE SECTION
STA 21+39.97
CHANGE SECTION
STA 21+04.06
CHANGE SECTION
STA 21+88.10
CHANGE SECTION
STA 23+18.40
CHANGE SECTION
STA 27+57.09
CHANGE SECTION
STA 27+85.93
CHANGE SECTION
1 22
22 22 1 22122
22 122
22 1
1 WM
WM
WM WM
WM
WM
xx
xx
xxxx
xxxxxxxx
(100)
(105)
(110)
(115)
(99)
(101)
(102)
(103)
(104)
(106)
(107)
(108)
(109)
(111)
(112)
(113)
(114)
(116)
(117)
(40')
(30') (30')
(40')
7'
JOIN EX36+00
+10 80 +9 20
+10 80 +9 20
+ 2900+ 3000+ 3100+ 3200+ 3300+ 3400+ 3500+ 3600+ 3644
HALLDALE AVE12902
HALLDALE AVE12906
HALLDALE AVE12908
1501 W EL SEGUNDO BLVD
1449 W EL SEGUNDO BLVD
1440 W EL SEGUNDO BLVD
HALLDALE AVE12801
1505 W 130th ST
1441 W 130th ST
STA 36+44.15
℄ INT
STA 36+52.38
℄ INT
STA 29+53.91
℄ INT
7 +20
3 3
3 3
10 9
19 9
10 10
10 20'22'
5 35+80
1 20'10'
8'6'
6 11
1 6
+50
+75
7 20'22' 8'6'
8'6'
+72
STA 35+80.03
CHANGE SECTION
STA 33+70.86
CHANGE SECTION
STA 34+04.01
CHANGE SECTION
STA 35+35.86
CHANGE SECTION
STA 35+68.96
CHANGE SECTION
STA 29+08.65
CHANGE SECTION
1 STA 29+98.61
CHANGE SECTION
222222 1
1 MATCH LINE STA 18+75 BELOW LEFT
4_______
HALLDALE AVE
MATCH LINE STA 18+75 SEE ABOVE RIGHT
MATCH LINE STA 28+50 SEE BELOW LEFT
135th ST134th ST
132nd ST
HALLDALE AVE
HALLDALE AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
135TH STREET TO EL SEGUNDO BOULEVARD
13 8 - 1068
MATCH LINE STA 28+50 SEE ABOVE RIGHT
130th STEL SEGUNDO BLVD
135TH ST TO EL SEGUNDO BLVD
STREET IMPROVEMENT PLAN
HALLDALE AVE
CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATER GUM TREE (TRISTANIOPSIS LAURINA).
REMOVE EXISTING TREE AND TREE STUMP.
ADJUST GAS VALVE TO GRADE (BY OTHERS).
FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICAL PROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.
BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLAN NO. 130-3 AND DETAIL D ON SHEET 3.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG. ST-2.
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
GARDENA STD. DWG. ST-1.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOT PAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER, TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITS SHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOIN POINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.
ADJUST WATER VALVE TO GRADE.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-24.
FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICAL
SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATED DOMES.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA
STD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,
GUTTER AND SIDEWALK AS REQUIRED.
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF
GARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIR
ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
PROPOSED ACCESS RAMP
TRUNCATED DOMES
GRADE BREAKGB
R&R DRIVEWAY
LEGEND
PAVEMENT COLD MILLING (2" DEPTH)
R&R SIDEWALK
PAVEMENT COLD MILLING
(VARIABLE DEPTH 0" TO 1 3
4")
AC DEEPLIFT SLOT PAVE
PAVEMENT COLD MILLING
(VARIABLE DEPTH 2" TO 3 3
4")
11/16/22
TS
TS
WM
WM WM WM WM
TS
WM
WM WM
WM
WM
WM
WM
WM
TS
TS
TS
TS
WM
WM
EB
WM
WM
WM
WM
+12 22 +13 00 +14 00
+15 00
+16 00
+17 00
+18 00
+19 00
+20 00 +21 00 +22 00 +23 00 +24
W REDONDO BEACH BLVD1212
1168 W 150th ST
S BUDLONG AVE15219
S BUDLONG AVE15215
S BUDLONG AVE15205
S BUDLONG AVE15135
S BUDLONG AVE15127
S BUDLONG AVE15121
S BUDLONG AVE15117
S BUDLONG AVE15109
S BUDLONG AVE15021 S BUDLONG AVE15015 S BUDLONG AVE15011 S BUDLONG AVE14935 S BUDLONG AVE14931 S BUDLONG AVE15019 S BUDLONG AVE15114 S BUDLONG AVE15118 S BUDLONG AVE15122 S BUDLONG AVE15126 S BUDLONG AVE15132 S BUDLONG AVE15208
W REDONDO BEACH BLVD1126 W REDONDO BEACH BLVD1147
W REDONDO BEACH BLVD1203
W REDONDO BEACH BLVD1221
W REDONDO BEACH BLVD1145
S BUDLONG AVE15105 S BUDLONG AVE15029
1169 W 150th ST1169 MARINE AVE
1158 MARINE AVE
+29 00+30 00
+28 50+
29 00+29 50
+
27 50
+
28 00
+
28 50
BUDLONG AVE
(18')
(18')
(30')
(30')
(22')
(18')
(30')
(22')
(18')
JOIN EX
STA 12+82BEG ARHM
JOIN EX
JOIN EX
3 7
2 3
3 10
3 16 2
16 7
14 5
15 PKWY
CULVERT
12 STA 12+21.60
℄ INT
STA 20+60.37
℄ INT
STA 23+30.37
℄ INT
JOIN EX9
9 82 EA
8 2 EA
9 8 4 EA
1 1
6'
6'
6'
6'
13+20.43
JOIN S/W
13+59.08
JOIN S/W
17+87.55
JOIN S/W
18+02.55
JOIN S/W
(30')
(30')
16+71.20
JOIN C/G
17+02.94
JOIN C/G
17+22.20
JOIN C/G
17+51.40
JOIN C/G
20+98
12 1213
13 13
23+12.80
JOIN S/W
22+60
22+40
21+68
STA 28+63
STA 29+33
10'
10'
STA 12+82
18 16
16+12.15
JOIN S/W
16+32.15
JOIN S/W
14+15.70
JOIN S/W
16 16+82.52
JOIN S/W
16+57.52
JOIN S/W
17+18.89
JOIN S/W
17+48.70
JOIN S/W
16 16
17+38.07
JOIN S/W
17+58.07
JOIN S/W
1610
19 9
20 21
20 10
10 3
9 10
20 21
16 JOINC\G JOINC\G JOINS/W JOINS/W
5 5
1 STA 15+39.07
CHANGE SECTION
STA 15+70.46
CHANGE SECTION
STA 17+22.20
CHANGE SECTION
STA 15+70.55
CHANGE SECTION
STA 15+45.72
CHANGE SECTION
23+24.76
JOIN S/W
14+00.70
JOIN S/W
22 11
1 22
1 1
1 1
1 10
1 1
1 EB
WM
WM
WM
WM
WM WM
WMWM
WM
WM
WM
WM
WMWM
WM
WMWMWMWMWM
WM
WM
WMWMWMWM WM WM
+00 +25 00 +26 00 +27 00 +28 00 +29 00 +30 00 +31 00 +32 00 +33 00 +34 00 +35 00 +36 00 +37 1169 W 149th ST
1202 W 146th ST
S BUDLONG AVE14927 S BUDLONG AVE14923 S BUDLONG AVE14921 S BUDLONG AVE14917 S BUDLONG AVE14913 S BUDLONG AVE14909 S BUDLONG AVE14907 S BUDLONG AVE14903 S BUDLONG AVE14825 → 14833 S BUDLONG AVE14819 S BUDLONG AVE14815 S BUDLONG AVE14813 S BUDLONG AVE14809 S BUDLONG AVE14803 S BUDLONG AVE14717 S BUDLONG AVE14715 S BUDLONG AVE14709 S BUDLONG AVE14610 S BUDLONG AVE14616 S BUDLONG AVE14618 S BUDLONG AVE14620 S BUDLONG AVE14626 S BUDLONG AVE14628 S BUDLONG AVE14634 S BUDLONG AVE14714 S BUDLONG AVE14718 S BUDLONG AVE14720 S BUDLONG AVE14724 S BUDLONG AVE14804 S BUDLONG AVE14810 S BUDLONG AVE14816 S BUDLONG AVE14824 S BUDLONG AVE14828 S BUDLONG AVE14832 1203 W 146th ST
1168 W 149th ST1169 W 150th ST
+28 00+29 00
+29 00+30 00
BUDLONG AVE
(30')(30')
(22')(18')
(18')(18')
(30')(30')JOIN EX
JOIN EX
16 16
16 16
16 16 16
16 STA 25+90.48
℄ INT
STA 35+46.31
℄ INT
7 7 7
4 4
10 9
9 9
9 10
9 9 9
6'
6'
6'
6'
6'
6'
27+35.34
JOIN S/W
27+50.34
JOIN S/W
31+24.34
JOIN S/W
31+34.34
JOIN S/W
32+92
33+07
34+65.82
JOIN C/G
35+00.82
JOIN C/G
34+89
34+37
32+14
32+06
29+41.24
JOIN C/G & S/W
29+61.24
JOIN C/G & S/W
28+96.24
JOIN S/W
28+86.24
JOIN S/W
25+30
25+06
1 1
1312
5 STA 28+58
10'10'
20 21
20 20
21 20
21 20
21 13
12 25+48
25+08
13 12
34+44
35+09
16 JOINS/WJOINS/W
JOIN S/W
JOINS/W
JOIN S/W JOIN S/WJOIN S/WJOINS/WJOIN S/WJOINS/W
JOINC\G JOINC\G
1 1
1 STA 26+32.43
CHANGE SECTION
1 1 1 1
1 1
1 1
1 22
STA 27+48.11
CHANGE SECTION
STA 27+91.36
CHANGE SECTION
MATCH LINE STA 24+00 BELOW LEFT
5 MATCH LINE STA 24+00 SEE ABOVE RIGHT
MATCH LINE STA 37+00 SEE SHEET 6
W REDONDO BEACH BLVD MARINE AVE
150th ST
149th ST
146th ST
REDONDO BEACH BLVD TO STA 37+00
STREET IMPROVEMENT PLAN
BUDLONG AVENUE STREET IMPROVEMENTS
PRELIMINARY - NOT FOR CONSTRUCTION
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
13 8 - 1068
PROPOSED ACCESS RAMP
TRUNCATED DOMES
GRADE BREAKGB
R&R DRIVEWAY
LEGEND
PAVEMENT COLD MILLING (2" DEPTH)
R&R SIDEWALK
PAVEMENT COLD MILLING
(VARIABLE DEPTH 0" TO 1 3
4")
AC DEEPLIFT SLOT PAVE
PAVEMENT COLD MILLING
(VARIABLE DEPTH 2" TO 3 3
4")
CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATER GUM TREE (TRISTANIOPSIS LAURINA).
REMOVE EXISTING TREE AND TREE STUMP.
ADJUST GAS VALVE TO GRADE (BY OTHERS).
FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICAL PROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.
BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLAN NO. 130-3 AND DETAIL D ON SHEET 3.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG. ST-2.
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
GARDENA STD. DWG. ST-1.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOT PAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER, TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITS SHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOIN POINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.
ADJUST WATER VALVE TO GRADE.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-24.
FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICAL
SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATED DOMES.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA
STD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,
GUTTER AND SIDEWALK AS REQUIRED.
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF
GARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
22 CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIR
ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10). 11/16/22
TEL
WM
WM
WM
TS
TS
TS
EB
TS
TS
TS
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
+00+ 3800+ 3900
+ 4000+ 4100+ 4200+ 43
00+ 4400+ 4500+ 4600+ 4700+ 4800+ 4900+ 50
1203 W 144th ST
1215 W ROSECRANS AVE
S BUDLONG AVE
14619
S BUDLONG AVE
14539
S BUDLONG AVE
14535
S BUDLONG AVE
14527
S BUDLONG AVE
14523
S BUDLONG AVE
14519
S BUDLONG AVE
14515
6114-018-055
S BUDLONG AVE
14417
S BUDLONG AVE
14411
S BUDLONG AVE
14403
S BUDLONG AVE
14320
S BUDLONG AVE
14326
S BUDLONG AVE
14404
S BUDLONG AVE
14412
S BUDLONG AVE
14424
S BUDLONG AVE
14428
S BUDLONG AVE
14440
S BUDLONG AVE
14520
S BUDLONG AVE
14526
S BUDLONG AVE
14530
S BUDLONG AVE
14538
S BUDLONG AVE
14544
S BUDLONG AVE
1202 W 144th ST
1108 W 141st ST
1150 W ROSECRANS AVE
+28 00+29 00
+28 00+29 00+30 00
JOIN EX
JOIN EXJOIN EX
7 7 16
15 16 16
16 16
4 EA
8 (30')
(18') (18')
(30')
(30')
(18') (18')
(30')
STA 45+12.29
℄ INT
STA 47+02.29
℄ INT
9 9
9 9
1 1
445
STA 46+43
END ARHM
BEG SLURRY
6'
6'
STA 29+39 STA 28+61
38+77
43+14
43+24
42+23
41+81
41+16
40+86
40+30
40+03
38+59
11 10'10'
42+28
40+82
6 (30')
(18') (18')
(30')
10'10'
JOIN
S\W
JOIN
S\W
JOIN
S\W
JOIN
S\W
JOIN
S\W
JOIN
S\W
JOIN C/G
& S\W
13 JOIN C/G
& S\W
JOIN
S\W
JOIN
S\W1
1 1 1
STA 41+53.10
CHANGE SECTION
STA 42+22.95
CHANGE SECTION
STA 46+22.95
CHANGE SECTION
STA 40+80.08
CHANGE SECTION
STA 41+49.70
CHANGE SECTION
STA 41+72.24
CHANGE SECTION
STA 41+91.40
CHANGE SECTION
1 22
22 1 1
122
1 WM
WM
WM
WM
WM WM
WM WM
WM
WM
WM EB
WM
WM
WM
WM
WM
+00+ 5100+ 5200+ 5300+
5400+ 5500+ 56
00 + 5700+ 5800+ 5900+ 6000+ 6100+ 6200+ 63
1201 W 141st PL
1141 W 140th PL
1167 W 141st ST
S BUDLONG AVE
14109
S BUDLONG AVE
14025
S BUDLONG AVE
14021
S BUDLONG AVE
14015
S BUDLONG AVE
14011
S BUDLONG AVE
14005
S BUDLONG AVE
13911
S BUDLONG AVE
13819
S BUDLONG AVE
13815
S BUDLONG AVE
13811
S BUDLONG AVE
13807
S BUDLONG AVE
13812
S BUDLONG AVE
13814
S BUDLONG AVE
13820
S BUDLONG AVE
13834
6115-047-031
S BUDLONG AVE
14006
S BUDLONG AVE
13902
S BUDLONG AVE
13908
S BUDLONG AVE
14101
S BUDLONG AVE
14029
S BUDLONG AVE
13907
S BUDLONG AVE
13901
1205 W 139th ST
13800
6115-047-034
S BUDLONG AVE
14020
1160 W 141st ST
+28 00+29 00
+29 00+30 00
+28 00+29 00
+28 00+29 00
+29 00+30 00
JOIN EX
JOIN EX
JOIN EX
JOIN EX
JOIN EX
11 11
3 33
16 16
33 7
(30')
(18') (18')
(30')
(30')
(18') (18')
(30')
(30')
(18') (18')
(30')
STA 50+47.56
℄ INT
STA 51+97.90
℄ INT
STA 53+82.98
℄ INT
STA 54+80.15
℄ INT
STA 60+23.42
℄ INT
STA 28+84
STA 28+69
STA 28+62
56+73
56+93
58+47
58+67
STA 60+69
END SLURRY
BEG ARHM
22 1
6'
6'
5 10'10'
15 13
JOIN
S\W
JOIN S\W
JOIN S\W
& C/G
JOIN
S\W
58+74
JOIN C\G
6 1
STA 60+89.29
CHANGE SECTION
STA 61+02.31
CHANGE SECTION
STA 61+24.85
CHANGE SECTION
1 22
1 MATCH LINE STA 50+00 BELOW LEFT
6 MATCH LINE STA 50+00 SEE ABOVE RIGHT
MATCH LINE STA 63+00 SEE SHEET 7
MATCH LINE STA 37+00 SEE SHEET 5
ROSECRANS AVE 144th ST
141st PL141st ST139th ST
141st ST140th PL
BUDLONG AVE
BUDLONG AVE
STA 37+00 TO STA 63+00
STREET IMPROVEMENT PLAN
BUDLONG AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
138 - 1068
PROPOSED ACCESS RAMP
TRUNCATED DOMES
GRADE BREAKGB
R&R DRIVEWAY
LEGEND
PAVEMENT COLD MILLING (2" DEPTH)
R&R SIDEWALK
PAVEMENT COLD MILLING
(VARIABLE DEPTH 0" TO 1 3
4")
AC DEEPLIFT SLOT PAVE
PAVEMENT COLD MILLING
(VARIABLE DEPTH 2" TO 3 3
4")
CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATER GUM TREE (TRISTANIOPSIS LAURINA).
REMOVE EXISTING TREE AND TREE STUMP.
ADJUST GAS VALVE TO GRADE (BY OTHERS).
FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICAL PROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.
BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLAN NO. 130-3 AND DETAIL D ON SHEET 3.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG. ST-2.
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
GARDENA STD. DWG. ST-1.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOT PAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER, TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITS SHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOIN POINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.
ADJUST WATER VALVE TO GRADE.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-24.
FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICAL
SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATED DOMES.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA
STD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,
GUTTER AND SIDEWALK AS REQUIRED.
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF
GARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
22 CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIR
ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10). 11/16/22
WMWM
WM
WM
WMWM
WM
WM
WM
WMWM
WM
WM
WM WM
WM
WM
WM WM
WMWM
+00+ 7700+ 7800+ 79
00+ 8000+ 8100+ 82
00+ 8300+ 84
00+ 8500+ 8600+ 8700+ 8800+ 89
1141 W 133rd ST
S BUDLONG AVE
S BUDLONG AVE
13431
S BUDLONG AVE
13423
S BUDLONG AVE
13417
S BUDLONG AVE
13319
S BUDLONG AVE
13313
S BUDLONG AVE
13309
S BUDLONG AVE
13305
S BUDLONG AVE
13231
S BUDLONG AVE
13227
S BUDLONG AVE
13221
S BUDLONG AVE
13217
S BUDLONG AVE
13211
S BUDLONG AVE
13207
S BUDLONG AVE
13108
S BUDLONG AVE
13112
S BUDLONG AVE
13118
S BUDLONG AVE
13122
S BUDLONG AVE
13206
S BUDLONG AVE
13212
S BUDLONG AVE
13218
S BUDLONG AVE
13308
S BUDLONG AVE
13312
S BUDLONG AVE
13316
S BUDLONG AVE
13324
S BUDLONG AVE
13402
S BUDLONG AVE
13408
S BUDLONG AVE
13412
S BUDLONG AVE
13418
S BUDLONG AVE
13424
S BUDLONG AVE
13430
S BUDLONG AVE
S BUDLONG AVE
13405
S BUDLONG AVE
13325
S BUDLONG AVE
13201
1215 W 132nd ST
S BUDLONG AVE
13128
1140 W 132nd ST
S BUDLONG AVE
13302
+27 25+28 00+28 75
+27 25+28 00
+28 00+28 50
JOIN EX
JOIN EX
JOIN EX
JOIN EX
11 11
11 3333
(30')
(18')
(30')
(30')
(18') (20')
(30')
(30')
(18') (20')
(30')
11 STA 79+54.98
℄ INT
STA 82+71.57
℄ INT
STA 86+25.09
℄ INT
4 STA 27+60
(20')
35 EB
WM
WM
EB
TSEB
WM
EB
EB
EB
EB
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM WM
EB
WM
WM
WM
WM
WM
+00+ 6400+ 65
00+ 6600+ 6700+ 6800+ 6900+ 7000
+
71 00
+
72 00
+
73 00
+ 7400+ 7500+
76 1151 TETON ST
1156 W 135th ST
S BUDLONG AVE
S BUDLONG AVE
13803
S BUDLONG AVE
13731
S BUDLONG AVE
13727
S BUDLONG AVE
13707
S BUDLONG AVE
13701
S BUDLONG AVE
13631
S BUDLONG AVE
13625
S BUDLONG AVE
13621
S BUDLONG AVE
13615
S BUDLONG AVE
13611
S BUDLONG AVE
13441
S BUDLONG AVE
13437
S BUDLONG AVE
13436
S BUDLONG AVE
13442
S BUDLONG AVE
13446
S BUDLONG AVE
13530
S BUDLONG AVE
13622
S BUDLONG AVE
13628
S BUDLONG AVE
13632
S BUDLONG AVE
13704
S BUDLONG AVE
13710
S BUDLONG AVE
13714
S BUDLONG AVE
13720
S BUDLONG AVE
13603
VAN BUREN AVE
13603
1212 W 135th ST
1203 W 135th ST
S BUDLONG AVE
13452
1144 W 135th ST
S BUDLONG AVE
13618
S BUDLONG AVE
13726
S BUDLONG AVE
13800
+29 00+29 50
+28 50+29 00
+27 50+28 00+28 50
+29 00+30 00
4 4
7 7
16 JOIN EX
JOIN EX
JOIN EX
JOIN EXJOIN EX 3
3 3
3 3
STA 73+01
END ARHM
BEG SLURRY
11 (30')
(18') (18')
(30')
(30')
(18')
(18')
(30')
(30')
(18') (20')
(30')
STA 63+65.00
℄ INTSTA 68+82.00
℄ INT
STA 70+13.23
℄ INT
STA 73+61.59
℄ INT
10 99
10 9
9 6'
6'
66+21
66+51
68+49
6 1
6 6
17 7
5 1
1 STA 28+45 STA 27+72
10'10'
10'10'
18 16
44 8
2 LOOPS 10
1 JOIN
S\W
JOIN C\G
JOIN
S\W
3 4
1 1
13 10'10'
11 STA 65+41.83
CHANGE SECTION
STA 65+89.51
CHANGE SECTION
STA 69+67.94
CHANGE SECTION
STA 70+75.69
CHANGE SECTION
STA 71+32.09
CHANGE SECTION
STA 71+78.02
CHANGE SECTION
STA 72+02.20
CHANGE SECTION
STA 72+18.58
CHANGE SECTION
STA 72+64.98
CHANGE SECTION
STA 72+83.24
CHANGE SECTION
STA 72+76.89
CHANGE SECTION
STA 72+48.85
CHANGE SECTION
STA 71+56.87
CHANGE SECTION
STA 71+28.95
CHANGE SECTION
STA 70+91.95
CHANGE SECTION
STA 70+64.48
CHANGE SECTION
STA 70+40.26
CHANGE SECTION
STA 70+13.51
CHANGE SECTION
STA 69+23.84
CHANGE SECTION
STA 68+40.20
CHANGE SECTION
STA 64+07.86
CHANGE SECTION
STA 63+25.79
CHANGE SECTION
69+23.88
JOIN S/W
69+43.88
JOIN S/W
1 22
22 22
1 22
1 22
22 1
22 22 1
22 22
22 1
1 MATCH LINE STA 76+00 BELOW LEFT
7 MATCH LINE STA 76+00 SEE ABOVE RIGHT
MATCH LINE STA 89+00 SEE SHEET 8
MATCH LINE STA 63+00 SEE SHEET 6
VAN BUREN
AVE
135th ST
138th ST
134th ST132nd ST
TETON ST
133rd ST
BUDLONG AVE
BUDLONG AVE
STA 63+00 TO STA 89+00
STREET IMPROVEMENT PLAN
BUDLONG AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
138 - 1068
PROPOSED ACCESS RAMP
TRUNCATED DOMES
GRADE BREAKGB
R&R DRIVEWAY
LEGEND
PAVEMENT COLD MILLING (2" DEPTH)
R&R SIDEWALK
PAVEMENT COLD MILLING
(VARIABLE DEPTH 0" TO 1 3
4")
AC DEEPLIFT SLOT PAVE
PAVEMENT COLD MILLING
(VARIABLE DEPTH 2" TO 3 3
4")
CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATER GUM TREE (TRISTANIOPSIS LAURINA).
REMOVE EXISTING TREE AND TREE STUMP.
ADJUST GAS VALVE TO GRADE (BY OTHERS).
FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICAL PROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.
BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLAN NO. 130-3 AND DETAIL D ON SHEET 3.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG. ST-2.
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
GARDENA STD. DWG. ST-1.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOT PAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER, TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITS SHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOIN POINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.
ADJUST WATER VALVE TO GRADE.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-24.
FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICAL
SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATED DOMES.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA
STD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,
GUTTER AND SIDEWALK AS REQUIRED.
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF
GARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
22 CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIR
ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10). 11/16/22
WM WMWM WM
WMWM
WM WMWM
WMWMWM
WM
WMWM
WM
WM
WM
WM
EB
EB
+00
+ 9000
+
9100+ 9200+ 9300+ 9400+ 9500+ 96
00+
97 00+
98 00+
99 00+
100
00+
101
00+
102
102
1163 W 129th ST
1159 W EL SEGUNDO BLVD
S BUDLONG AVE
12823
S BUDLONG AVE
12903
S BUDLONG AVE
12912
S BUDLONG AVE
12918
S BUDLONG AVE
12922
S BUDLONG AVE
12928
S BUDLONG AVE12932
S BUDLONG AVE
12938
S BUDLONG AVE
12942
S BUDLONG AVE
12948
S BUDLONG AVE
13002
S BUDLONG AVE
13008
S BUDLONG AVE
13012
S BUDLONG AVE
13018
S BUDLONG AVE
13022
S BUDLONG AVE
13028
S BUDLONG AVE
13102
S BUDLONG AVE
S BUDLONG AVE
13021
S BUDLONG AVE
12923
1200 W EL SEGUNDO BLVD
S BUDLONG AVE
12717
1160 W 129th ST
+27 50+28 00
+27 25+28 00+28 75
+28 00+28 75
JOIN EX
(30')
(18') (20')
(30')
(30')
(18') (18')
(30')
(30')
(18') (18')
(30')
JOIN EX
JOIN EX
15 15
16 3
11 11
44 16
STA 93+15.09
℄ INT
STA 98+18.07
℄ INT
STA 100+00.00
℄ INT
99+00
93+28
93+20
4 99+20
STA 99+68
JOIN
S\W
JOIN
S\W
95+78
95+58
JOIN
S\W
JOIN
S\W
16 JOIN
S\W
JOIN
S\W
8 MATCH LINE STA 89+00 SEE SHEET 7
BUDLONG AVE
130th STEL SEGUNDO BLVD
129th ST
STA 89+00 TO EL SEGUNDO BLVD
STREET IMPROVEMENT PLAN
BUDLONG AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
138 - 1068
PROPOSED ACCESS RAMP
TRUNCATED DOMES
GRADE BREAKGB
R&R DRIVEWAY
LEGEND
PAVEMENT COLD MILLING (2" DEPTH)
R&R SIDEWALK
PAVEMENT COLD MILLING
(VARIABLE DEPTH 0" TO 1 3
4")
AC DEEPLIFT SLOT PAVE
PAVEMENT COLD MILLING
(VARIABLE DEPTH 2" TO 3 3
4")
CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21PREPARE LOCATION, AND FURNISH AND PLANT NEW 24" BOX WATER GUM TREE (TRISTANIOPSIS LAURINA).
REMOVE EXISTING TREE AND TREE STUMP.
ADJUST GAS VALVE TO GRADE (BY OTHERS).
FURNISH AND INSTALL 24 VOLT DIMENSIONS BATTERY BACKUP SYSTEM (BBS) FOR USE WITH TYPE 332 SYSTEM OR EQUAL PER TECHNICAL PROVISION SECTION 46, INSTALL PER MANUFACTURER RECOMMENDATION.
BBS SHALL BE STANDALONE AND PEDESTAL / FOOTING SHALL MATCH THE HEIGHT OF THE ADJACENT TRAFFIC SIGNAL CABINET.
REMOVE AND RECONSTRUCT ALLEY APPROACH PER SPPWC STD. PLAN NO. 130-3 AND DETAIL D ON SHEET 3.
REMOVE AND RECONSTRUCT RESIDENTIAL SIDEWALK PER CITY OF GARDENA STD. DWG. ST-5A. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
REMOVE AND RECONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF GARDENA STD. DWG. ST-2.
REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
GARDENA STD. DWG. ST-1.
SAWCUT AND REMOVE ROADWAY STRUCTURAL SECTION TO A DEPTH OF 6” AND FURNISH AND PLACE 6” AC DEEPLIFT (C2-PG64-10) SLOT PAVE.
REMOVE AND RECONSTRUCT VARIABLE HEIGHT CURB AND GUTTER, TYPE C-2, PER CITY OF GARDENA STD. DWG. ST-7 AND TO LIMITS SHOWN ON PLAN. STRAIGHT GRADE TC AND FLOWLINE BETWEEN JOIN POINTS.
FURNISH AND PLACE TYPE 2 SLURRY SEAL.
ADJUST WATER VALVE TO GRADE.
ADJUST MANHOLE TO GRADE PER CITY OF GARDENA STD. DWG. ST-9.
RECONSTRUCT TRAFFIC LOOP DETECTION PER CITY OF GARDENA STD.
DWG. ST-24.
FURNISH AND PLACE 1-3/4” ARHM OVERLAY ARHM-GG-C (C2-PG64-16).
COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2". REPAIR ALL HOLES,
SPALLS AND JOINTS AND CRACKS SEAL PER THE TECHNICAL
SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10).
CONSTRUCT VARIABLE DEPTH HEADER CUT PER DETAIL A ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
RETROFIT EXISTING RAMP WITH PLASTIC BOLT DOWN TRUNCATED DOMES.
REMOVE AND RECONSTRUCT ACCESS RAMP PER CITY OF GARDENA
STD. DWG. ST-18. RECONSTRUCT ADJOINING CONCRETE CURB,
GUTTER AND SIDEWALK AS REQUIRED.
REMOVE AND RECONSTRUCT COMMERCIAL SIDEWALK PER CITY OF
GARDENA STD. DWG. ST-5B. RECONSTRUCTION LIMITS SHALL BE TO THE NEAREST SCOREMARK OR JOINT.
CONSTRUCT VARIABLE DEPTH EDGE MILL PER DETAIL B ON SHEET 3.
REPAIR ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS.
22CONSTRUCT VARIABLE DEPTH COLD MILL PER DETAIL C ON SHEET 3. REPAIR
ALL HOLES, SPALLS AND JOINTS AND CRACK SEAL PER THE TECHNICAL SPECIFICATIONS. CONSTRUCT 2" AC BASE COURSE (C2-PG64-10). 11/16/22
EB WM
WM
WM
TEL
WM WM WM
STOP
STOP
STOP
STOP STOP
HALLDALE AVE1330313301
HALLDALE AVE13418 HALLDALE AVE34341 HALLDALE AVE34381
1501 W 134th ST 1528 W 134th ST
1452 W 134th ST
1515 W 135th ST
1500 W 135th ST
1510 W 135th ST
1451 W 135th STHALLDALE AVE13306
CONST LIMITS
STOP
STOP
STOP
(40')
(30') (30')
(40')
7 6
9 TYP
7 6
7 69
TYP
WM
WMWMWM
WM
WM
WM
WM
WM
WM
WM
xx
STOP
STOP
STOP STOP
HALLDALE AVE13301HALLDALE AVE13219HALLDALE AVE13215HALLDALE AVE13025 HALLDALE AVE13010 HALLDALE AVE13020 HALLDALE AVE13210 HALLDALE AVE13220 HALLDALE AVE13226
HALLDALE AVE
1500 W 130th ST
1513 W 132nd ST
1502 W 132nd ST
1452 W 132nd ST1441 W 132nd ST
STOP
STOP
(40')
(30') (30')
(40')
9 TYP
76 7 6
9 TYP
9 TYP
WM
WM
WM WM
WM
WM
xx
xxxx
xx
xxxxxxxx
STOP
STOP
STOP STOP
STOP
STOP
HALLDALE AVE12902
HALLDALE AVE12906
HALLDALE AVE12908
1501 W EL SEGUNDO BLVD
1449 W EL SEGUNDO BLVD
1440 W EL SEGUNDO BLVD
HALLDALE AVE12801
1505 W 130th ST
1441 W 130th ST
CONST LIMITS
STOP
STOP
STOP
(40')
(30') (30')
(40')
9 TYP
76 7 67 6
9 9
TYP
MATCH LINE STA 18+75 BELOW LEFT
9_______
HALLDALE AVE
MATCH LINE STA 18+75 SEE ABOVE RIGHT
MATCH LINE STA 28+50 SEE BELOW LEFT
135th ST134th ST
132nd ST
HALLDALE AVE
HALLDALE AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
135TH STREET TO EL SEGUNDO BOULEVARD
13 8 - 1068
MATCH LINE STA 28+50 SEE ABOVE RIGHT
135TH ST TO EL SEGUNDO BLVD
STRIPING PLAN
EL SEGUNDO BLVD 130th ST
HALLDALE AVE
STRIPING NOTES
1 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.
2 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.
3 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.
4 PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
5 CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN) PAVEMENT MARKING PER CALTRANS STD. A24A.
6 CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7 PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELY AFTER PAVING.
8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24A THRU A24E.
9 PAINT 4" SOLID WHITE LINE.
11/16/22
STOP
TS
TS
WM
WM WM WM WM
TS
WM
WM WM
WM
WM
WM
WM
WM
TS
TS
TS
TS
WM
WM
EB
WM
WM
WM
WM
JOIN EX
JOIN EX
JOIN EX
STA 28+63
STA 29+33
CONSTLIMITS
1 1
2 2
2 5 5
4 4
3 (18')
(18')
(30')
(30')
(22')
(18')
(30') (22')
(18')
(30')
(30')
+12 22 +13 00 +14 00
+15 00
+16 00
+17 00
+18 00
+19 00
+20 00 +21 00 +22 00 +23 00 +24
W REDONDO BEACH BLVD1212
1168 W 150th ST
S BUDLONG AVE15219
S BUDLONG AVE15215
S BUDLONG AVE15205
S BUDLONG AVE15135
S BUDLONG AVE15127
S BUDLONG AVE15121
S BUDLONG AVE15117
S BUDLONG AVE15109
S BUDLONG AVE15021 S BUDLONG AVE15015 S BUDLONG AVE15011 S BUDLONG AVE14935 S BUDLONG AVE14931 S BUDLONG AVE15019 S BUDLONG AVE15114 S BUDLONG AVE15118 S BUDLONG AVE15122 S BUDLONG AVE15126 S BUDLONG AVE15132 S BUDLONG AVE15208
W REDONDO BEACH BLVD1126 W REDONDO BEACH BLVD1147
W REDONDO BEACH BLVD1203
W REDONDO BEACH BLVD1221
W REDONDO BEACH BLVD1145
S BUDLONG AVE15105 S BUDLONG AVE15029
1169 W 150th ST1169 MARINE AVE
1158 MARINE AVE
+29 00
+28 50+
29 00+29 50
+
27 50
+
28 00
+
28 50
BUDLONG AVE
SLOW
STOP
LL
STOP
STOP
EB
WM
WM
WM
WM
WM WM
WMWM
WM
WM
WM
WM
WMWM
WM
WMWMWMWMWM
WM
WM
WMWMWMWM WM WM
JOIN EX
JOIN EX
STA 28+58
1 1 1
7 8 8 8
8 8 8
4 6
(30')(30')
(22')(18')
(18')(18')
(30')(30')
+00 +25 00 +26 00 +27 00 +28 00 +29 00 +30 00 +31 00 +32 00 +33 00 +34 00 +35 00 +36 00 +37 1169 W 149th ST
1202 W 146th ST
S BUDLONG AVE14927 S BUDLONG AVE14923 S BUDLONG AVE14921 S BUDLONG AVE14917 S BUDLONG AVE14913 S BUDLONG AVE14909 S BUDLONG AVE14907 S BUDLONG AVE14903 S BUDLONG AVE14825 → 14833 S BUDLONG AVE14819 S BUDLONG AVE14815 S BUDLONG AVE14813 S BUDLONG AVE14809 S BUDLONG AVE14803 S BUDLONG AVE14717 S BUDLONG AVE14715 S BUDLONG AVE14709 S BUDLONG AVE14610 S BUDLONG AVE14616 S BUDLONG AVE14618 S BUDLONG AVE14620 S BUDLONG AVE14626 S BUDLONG AVE14628 S BUDLONG AVE14634 S BUDLONG AVE14714 S BUDLONG AVE14718 S BUDLONG AVE14720 S BUDLONG AVE14724 S BUDLONG AVE14804 S BUDLONG AVE14810 S BUDLONG AVE14816 S BUDLONG AVE14824 S BUDLONG AVE14828 S BUDLONG AVE14832 1203 W 146th ST
1168 W 149th ST1169 W 150th ST
+28 00+29 00
+29 00+30 00
BUDLONG AVE
SLOWSCHOOL
XING SLOWSCHOOLXING
STOP
STOP
MATCH LINE STA 24+00 BELOW LEFT
10 MATCH LINE STA 24+00 SEE ABOVE RIGHT
MATCH LINE STA 37+00 SEE SHEET 11
W REDONDO BEACH BLVD MARINE AVE
150th ST
149th ST
146th ST
REDONDO BEACH BLVD TO STA 37+00
BUDLONG AVENUE STREET IMPROVEMENTS
PRELIMINARY - NOT FOR CONSTRUCTION
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
13 8 - 1068
STRIPING PLAN
STRIPING NOTES
1 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.
2 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.
3 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.
4 PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
5 CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN) PAVEMENT MARKING PER CALTRANS STD. A24A.
6 CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7 PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELY AFTER PAVING.
8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24A THRU A24E.
9 PAINT 4" SOLID WHITE LINE.
10 PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
11/16/22
STOP
+00+ 3800+ 3900
+ 4000+ 4100+ 4200+ 43
00+ 4400+ 4500+ 4600+ 4700+ 4800+ 4900+ 50
1203 W 144th ST
1215 W ROSECRANS AVE
S BUDLONG AVE
14619
S BUDLONG AVE
14539
S BUDLONG AVE
14535
S BUDLONG AVE
14527
S BUDLONG AVE
14523
S BUDLONG AVE
14519
S BUDLONG AVE
14515
6114-018-055
S BUDLONG AVE
14417
S BUDLONG AVE
14411
S BUDLONG AVE
14403
S BUDLONG AVE
14320
S BUDLONG AVE
14326
S BUDLONG AVE
14404
S BUDLONG AVE
14412
S BUDLONG AVE
14424
S BUDLONG AVE
14428
S BUDLONG AVE
14440
S BUDLONG AVE
14520
S BUDLONG AVE
14526
S BUDLONG AVE
14530
S BUDLONG AVE
14538
S BUDLONG AVE
14544
S BUDLONG AVE
1202 W 144th ST
1108 W 141st ST
1150 W ROSECRANS AVE
+28 00+29 00
+28 00+29 00+30 00
TEL
WM
WM
WM
TS
TS
TS
EB
TS
TS
TS
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
JOIN EX
JOIN EXJOIN EX
(30')
(18') (18')
(30')
(30')
(18') (18')
(30')
STA 29+39 STA 28+61
1 1
2 3
5L
5 L5 L 1
10 10
5L
3 2
STOPSTOP
STOP
STOP
STOP
STOP
+00+ 5100+ 5200+ 5300+ 54
00+ 5500+ 5600+ 5700+ 5800+ 5900+ 6000+ 61
00+
6200+ 63
1201 W 141st PL
1141 W 140th PL
1167 W 141st ST
S BUDLONG AVE
14109
S BUDLONG AVE
14025
S BUDLONG AVE
14021
S BUDLONG AVE
14015
S BUDLONG AVE
14011
S BUDLONG AVE
14005
S BUDLONG AVE
13911
S BUDLONG AVE
13819
S BUDLONG AVE
13815
S BUDLONG AVE
13811
S BUDLONG AVE
13807
S BUDLONG AVE
13812
S BUDLONG AVE
13814
S BUDLONG AVE
13820
S BUDLONG AVE
13834
6115-047-031
S BUDLONG AVE
14006
S BUDLONG AVE
13902
S BUDLONG AVE
13908
S BUDLONG AVE
14101
S BUDLONG AVE
14029
S BUDLONG AVE
13907
S BUDLONG AVE
13901
1205 W 139th ST
13800
6115-047-034
S BUDLONG AVE
14020
1160 W 141st ST
+28 00+29 00
+29 00+30 00
+28 00+29 00
+28 00+29 00
+29 00+30 00
WM
WM
WM
WM
WM WM
WM WM WM
WM
WM EB
WM
WM
WM
WM
WM
JOIN EX
JOIN EX
JOIN EX
JOIN EX
(30')
(18') (18')
(30')
(30')
(18') (18')
(30')
(30')
(18') (18')
(30')
STA 28+69
STA 28+62
1 1
7 7
JOIN EX
STA 28+84
MATCH LINE STA 50+00 BELOW LEFT
11 MATCH LINE STA 50+00 SEE ABOVE RIGHT
MATCH LINE STA 63+00 SEE SHEET 12
MATCH LINE STA 37+00 SEE SHEET 10
ROSECRANS AVE 144th ST
141st PL141st ST139th ST
141st ST140th PL
BUDLONG AVE
BUDLONG AVE
STA 37+00 TO STA 63+00
BUDLONG AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
138 - 1068
STRIPING PLAN
STRIPING NOTES
1 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.
2 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.
3 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.
4 PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
5 CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN) PAVEMENT MARKING PER CALTRANS STD. A24A.
6 CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7 PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELY AFTER PAVING.
8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24A THRU A24E.
9 PAINT 4" SOLID WHITE LINE.
10 PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
11/16/22
STOP
STOP
STOP
STOP
+00+ 7700+ 7800+ 79
00+ 8000+ 8100+ 82
00+ 8300+ 84
00+ 8500+ 8600+ 8700+ 8800+ 89
1141 W 133rd ST
S BUDLONG AVE
S BUDLONG AVE
13431
S BUDLONG AVE
13423
S BUDLONG AVE
13417
S BUDLONG AVE
13319
S BUDLONG AVE
13313
S BUDLONG AVE
13309
S BUDLONG AVE
13305
S BUDLONG AVE
13231
S BUDLONG AVE
13227
S BUDLONG AVE
13221
S BUDLONG AVE
13217
S BUDLONG AVE
13211
S BUDLONG AVE
13207
S BUDLONG AVE
13108
S BUDLONG AVE
13112
S BUDLONG AVE
13118
S BUDLONG AVE
13122
S BUDLONG AVE
13206
S BUDLONG AVE
13212
S BUDLONG AVE
13218
S BUDLONG AVE
13308
S BUDLONG AVE
13312
S BUDLONG AVE
13316
S BUDLONG AVE
13324
S BUDLONG AVE
13402
S BUDLONG AVE
13408
S BUDLONG AVE
13412
S BUDLONG AVE
13418
S BUDLONG AVE
13424
S BUDLONG AVE
13430
S BUDLONG AVE
S BUDLONG AVE
13405
S BUDLONG AVE
13325
S BUDLONG AVE
13201
1215 W 132nd ST
S BUDLONG AVE
13128
1140 W 132nd ST
S BUDLONG AVE
13302
+27 25+28 00+28 75
+27 25+28 00
+28 00+28 50
WMWM
WM
WM
WMWM
WM
WM
WM
WMWM
WM
WM
WM WM
WM
WM
WM WM
WMWM
JOIN EX
JOIN EX
JOIN EX
JOIN EX
(30')
(18')
(30')
(30')
(18') (20')
(30')
(30')
(18') (20')
(30')
STA 27+60
(20')
1 1
1 1
35 STOP
STOP STOP
+00+ 6400+ 65
00+ 6600+ 6700+ 6800+ 6900+ 7000
+
71 00
+
72 00
+
73 00
+ 7400+ 7500+
76 1151 TETON ST
1156 W 135th ST
S BUDLONG AVE
S BUDLONG AVE
13803
S BUDLONG AVE
13731
S BUDLONG AVE
13727
S BUDLONG AVE
13707
S BUDLONG AVE
13701
S BUDLONG AVE
13631
S BUDLONG AVE
13625
S BUDLONG AVE
13621
S BUDLONG AVE
13615
S BUDLONG AVE
13611
S BUDLONG AVE
13441
S BUDLONG AVE
13437
S BUDLONG AVE
13436
S BUDLONG AVE
13442
S BUDLONG AVE
13446
S BUDLONG AVE
13530
S BUDLONG AVE
13622
S BUDLONG AVE
13628
S BUDLONG AVE
13632
S BUDLONG AVE
13704
S BUDLONG AVE
13710
S BUDLONG AVE
13714
S BUDLONG AVE
13720
S BUDLONG AVE
13603
VAN BUREN AVE
13603
1212 W 135th ST
1203 W 135th ST
S BUDLONG AVE
13452
1144 W 135th ST
S BUDLONG AVE
13618
S BUDLONG AVE
13726
S BUDLONG AVE
13800
+29 00+29 50
+28 50+29 00
+27 50+28 00+28 50
+29 00+30 00
35 EB
WM
WM
EB
TSEB
WM
EB
EB
EB
EB
EB
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM WM
EB
WM
WM
WM
WM
WM
JOIN EX
JOIN EX
JOIN EX
JOIN EXJOIN EX
(30')
(18') (18')
(30')
(30')
(18')
(18')
(30')
(30')
(18') (20')
(30')
STA 28+45 STA 27+72
1 1
2 10
2 1
8 MATCH LINE STA 76+00 BELOW LEFT
12 MATCH LINE STA 76+00 SEE ABOVE RIGHT
MATCH LINE STA 89+00 SEE SHEET 13
MATCH LINE STA 63+00 SEE SHEET 11
VAN BUREN
AVE
135th ST
138th ST
134th ST132nd ST
TETON ST
133rd ST
BUDLONG AVE
BUDLONG AVE
STA 63+00 TO STA 89+00
STRIPING PLAN
BUDLONG AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
138 - 1068
STRIPING NOTES
1 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.
2 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.
3 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.
4 PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
5 CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN) PAVEMENT MARKING PER CALTRANS STD. A24A.
6 CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7 PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELY AFTER PAVING.
8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24A THRU A24E.
9 PAINT 4" SOLID WHITE LINE.
10 PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
11/16/22
WM WMWM WM
WMWM
WM WMWM
WMWMWM
WM
WMWM
WM
WM
WM
WM
EB
EB
+00
+ 9000
+
9100+ 9200+ 9300+ 9400+ 9500+ 96
00+
97 00+
98 00+
99 00+
100
00+
101
00+
102
102
1163 W 129th ST
1159 W EL SEGUNDO BLVD
S BUDLONG AVE
12823
S BUDLONG AVE
12903
S BUDLONG AVE
12912
S BUDLONG AVE
12918
S BUDLONG AVE
12922
S BUDLONG AVE
12928
S BUDLONG AVE12932
S BUDLONG AVE
12938
S BUDLONG AVE
12942
S BUDLONG AVE
12948
S BUDLONG AVE
13002
S BUDLONG AVE
13008
S BUDLONG AVE
13012
S BUDLONG AVE
13018
S BUDLONG AVE
13022
S BUDLONG AVE
13028
S BUDLONG AVE
13102
S BUDLONG AVE
S BUDLONG AVE
13021
S BUDLONG AVE
12923
1200 W EL SEGUNDO BLVD
S BUDLONG AVE
12717
1160 W 129th ST
+27 50+28 00
+27 25+28 00+28 75
+28 00+28 75
JOIN EX
(30')
(18') (20')
(30')
(30')
(18') (18')
(30')
(30')
(18') (18')
(30')
JOIN EX
JOIN EX
35 STOP
STOP
30 1
12 8
10 13
MATCH LINE STA 89+00 SEE SHEET 12
BUDLONG AVE
130th STEL SEGUNDO BLVD
129th ST
STA 89+00 TO EL SEGUNDO BLVD
BUDLONG AVENUE STREET IMPROVEMENTS
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
REDONDO BEACH BOULEVARD TO EL SEGUNDO BOULEVARD
138 - 1068
STRIPING PLAN
STRIPING NOTES
1 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.
2 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.
3 CONSTRUCT THERMOPLASTIC STRIPE AND RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.
4 PAINT YELLOW CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
5 CONSTRUCT TYPE IV THERMOPLASTIC ARROW (L OR R PER PLAN) PAVEMENT MARKING PER CALTRANS STD. A24A.
6 CONSTRUCT “STOP” PAVEMENT MARKING PER CALTRANS STD. A24A. 7 PAINT 12" WHITE LIMIT LINE. PAINT TEMPORARY LIMIT LINE IMMEDIATELY AFTER PAVING.
8 PAINT PAVEMENT LEGEND INDICATOR PER CALTRANS STD. PLAN A24A THRU A24E.
9 PAINT 4" SOLID WHITE LINE.
10 PAINT WHITE CONTINENTAL CROSSWALK (THERMOPLASTIC) PER CALTRANS STD. PLAN A24F.
11/16/22
221223
1 16842 Von Karman Avenue, Suite 150, Irvine, CA 92606
T 949.753.8111
CannonCorp.us
December 23, 2022
Frank Sanchez, PE
City of Gardena
Public Works Engineering
1717 West 162nd Street
Gardena, CA 90247
PROJECT: CONSTRUCTION MANAGEMENT AND CONSTRUCTION INSPECTION SERVICES FOR BUDLONG/HALLDALE STREET IMPROVEMENTS PROJECT, JN 985
Dear Mr. Sanchez:
We appreciate the opportunity to propose on your Budlong/Halldale Street Improvements Project to provide construction management and inspection services. Our proposed staff has recent experience managing and inspecting street improvement projects for both local and State agencies throughout Los Angeles and Orange Counties and across Southern California. Many of these projects involved work items like the proposed scope, including items such as cold milling, ARHM overlays, various concrete improvements, traffic signal improvements, and traffic control and public safety during construction.
We understand the City’s priorities, intimately know the project details, and have recent experience implementing similar street improvement projects. These insights will aid us in meeting the City’s expectations to successfully deliver the project with as little disruption to the public and local community as possible.
We have included a staffing plan and cost estimate based on the anticipated project work and duration. We are confident that the qualifications of our staff offer an excellent match for this project, and we are ready to begin work upon your approval. Thank you for the opportunity to provide construction management and inspection services on your Budlong/Halldale Street Improvements Project.
Sincerely,
Patrick Riddell, PE C72034
Director of Construction Management
221223
2 16842 Von Karman Avenue, Suite 150, Irvine, CA 92606
T 949.753.8111
CannonCorp.us
PROJECT UNDERSTANDING AND APPROACH
The City of Gardena (City) plans to improve the existing roadway and assoacited infrastructure along Budlong Ave and Halldale Ave, which includes cold milling, ARHM overlays, various concrete improvements, traffic signal improvements, striping and raised pavement markings, and tree removal and planting.
The project consists of the installation of approximately 780 tons of asphalt concrete (AC), 3,250 tons of asphalt rubberized hot mix (ARHM), 144,400 square feet (SF) of slurry seal, 215 linear feet (LF) of curb & gutter, 980 SF of sidewalk, 2,430 SF of concrete driveway, and 420 SF of alley approach. Construction is anticipated to be completed in 75 working days.
Cannon’s Construction Management (CM) Division shares a successful history of working on street improvement projects like your Budlong/Halldale Street Improvements Project. Our extensive knowledge of construction management practices for public works projects, established communication strategy, effective management of project schedules, and success in reducing exposure to claims and litigation will support the City’s goals for this project.
In addition to Cannon’s inspection staff, which will be reserved for your project, we have qualified in-house engineers to address in-depth technical issues that may arise during construction. We understand that this project is anticipated to be awarded in January of 2023, with construction scheduled to begin in spring of 2023. Cannon understands the importance of completing this project in a timely, safe, and cost effective manner and is committed to anticipating and mitigating any potential project delays before they occur.
221223
3 16842 Von Karman Avenue, Suite 150, Irvine, CA 92606
T 949.753.8111
CannonCorp.us
PROJECT-SPECIFIC CONSIDERATIONS AND CRITICAL SUCCESS FACTORS
Construction Management Expertise
We offer the City expertise with the following services: construction management, inspection, and engineering; cost controls; schedule review; communication and documentation; weekly progress reporting; management of RFIs, submittals, change orders; potential claims management; and payment applications. In addition, our project team has recently completed construction management of similar street improvement projects and we are intimately familiar with the formats and procedures required to successfully manage and inspect the construction of your street improvement project.
Construction Schedule (CPM) and Budget
A properly managed schedule is instrumental in maintaining project progress and establishing a common basis on which time and cost issues, as well as disputes, may be negotiated. We will use critical path method (CPM) scheduling to review the contractor’s construction schedule to confirm successful implementation of the construction project. Through analysis of the CPM schedule, we can assess project progress. This careful analysis may present opportunities for cost savings as well as opportunities to shorten the overall construction schedule.
Technical Expertise
Knowledge and experience in the design, construction, and sequencing of street improvement projects are critical prerequisites for the management team responsible for overseeing the construction of this project. In addition to our detailed familiarity with the project plans and specifications, the construction management team must have a thorough understanding and background using applicable provisions, Caltrans Standard Plans and Specifications, standard specifications for public works construction (Greenbook), AWWA standards, CBC, and UPC, and have a solid understanding of the overall project work involved. Cannon’s construction management team has the resources to address all aspects of the construction management and inspection work of this project in-house.
Quality Assurance
Materials engineering, sampling, and acceptance testing functions are a critical component of this project. We have partnered with Ninyo & Moore on this project to provide thorough and competent third-party acceptance testing services. We will coordinate directly with Ninyo & Moore to confirm that sampling and acceptance testing is completed in accordance with the contract documents and that testing is completed in a timely manner. We will maintain a summary log of all testing to measure consistency.
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Communication Strategy
Communication is essential in avoiding or resolving problems that may be encountered during a project. Understanding our role in relation to the roles of the City’s designated Project Manager will be a top priority. We will develop clear and concise procedures for communications specifically tailored for this project that will expedite and facilitate project work.
Effective communication is the foundation of good relations. In collaboration with the City, we will implement and confirm compliance with established records management procedures for recording and distributing project documents. The more complete the documentation, the more effective the resolution of any problems that may arise. In addition, this information can be used to avoid claims if the evidence is sufficient and clear. We prioritize keeping organized written correspondence and notes.
Traffic Control, Public Safety, and Convenience
With most of the project improvements located on residential and commercial streets, the construction has the potential to disrupt the public. Access must be maintained to driveways, mailboxes, and private property. With the Covid-19 pandemic changing how people work, the community may be spending more time at home and paying closer attention to cleanliness and orderliness of the construction. We will place special consideration and coordination on the work within and around the construction corridor and closely review traffic control plans to confirm circulation is maintained.
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WORK PLAN
Our work program for pre-construction, construction, and post-construction activities is detailed below.
Phase 1. Pre-Construction
Task 1.1 Contract Document Review
Our construction management team will thoroughly review plans, specifications, related reports, and documents pertinent to administering the construction of this project. In addition to facilitating our understanding of scope and sequencing of the work, this review will allow us to determine areas that may present challenges during construction. In conjunction with our preliminary review, we will review field conditions and photograph or video the work area and site conditions prior to the start of construction. We will discuss noted design issues or potential conflicts, along with questions that arise from our initial plan review with the City’s project manager and project engineer.
Task 1.2 Document Control Procedures and Coordination with City Staff Cannon will establish a working relationship with City staff to implement procedures for the efficient processing and management of project documents. In addition, because a portion of the work will require coordination between multiple departments, we anticipate additional effort and coordination may be necessary for effective communication between parties.
Task 1.3 Pre-Construction Meeting, Initial Public Outreach Cannon will coordinate and lead the Pre-Construction Meeting. We will assist the City with initial public outreach, if needed, by attending one City scheduled meeting to discuss project work, phasing, and the overall construction schedule and anticipated work activities. We will also work with the contractor to confirm that required public notifications will be distributed accordingly and in advance of the scheduled work.
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Phase 2. Construction
Task 2.1 On-Site Construction Management and Inspection Cannon will have a Resident Engineer assigned to the project who will oversee construction management operations. Their team will include a Construction Inspector who will be onsite to monitor the daily construction operations and provide coordination and documentation of activities.
Task 2.2 Construction Inspection
During observation and monitoring of the quality of the construction work, we will provide the following services:
• Maintain daily on-site project reports for inspections, observations, and construction activities. Reports will contain a record of weather, work on-site, number of workers, work accomplished, problems encountered, solutions agreed upon, and other similar relevant data per City requirements.
• Maintain photo and video record of construction progress. • Monitor traffic control and continually update or modify as necessary to confirm safe passage through the project work zones.
• Monitor construction activities to see that elements of project are furnished, installed, and constructed per contract documents. We will also prepare required notices of non- conformance when materials, construction installation process, or quality of work does not meet the requirements of the contract. Notices will be issued to the contractor stating the nature of the deviation and requiring the contractor to perform corrective action. Non-compliance issues will be documented with photographs and in writing. • File appropriate reports.
• Oversee inspection and/or testing performed by the contractor as part of the contract work.
• Conduct daily inspections and oversee inspections required for the project. • Monitor contractor’s work and recommend testing as needed. • Review storm water BMPs for compliance with approved SWPPP.
Task 2.3 Scheduling and Progress Meetings
Cannon will coordinate, review, and approve the contractor’s proposed schedule for the completion of the project. We will also review the contractor’s baseline schedule and update submittals for conformance with the master schedule and contract documents. In addition, we will prepare and distribute Weekly Statement of Working Day Reports to maintain an accurate and current record of contract time.
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Task 2.4 Change Order Management (optional)
At the request of the City, Cannon will negotiate and coordinate the implementation of contract change orders during the construction process. We will compile change-order-supporting documentation, such as inspection reports, test reports, drawings, sketches, photographs, and other materials as required. We will review and evaluate the appropriateness of proposed change orders; advise the City as to their effect on the contract time and cost; and perform independent estimates of the proposed change order work, when necessary, as well as recommend approval or denial with approval by the City.
Task 2.5 Requests for Information (RFIs)
Cannon will provide timely coordination of RFIs with the Engineer of Record and written responses to contractor. We will maintain the RFI log and records.
Task 2.6 Submittal Management
Cannon will provide timely coordination with the Engineer or Record for submittals of materials not supplied by the City. We will maintain the submittal log and records.
Task 2.7 Claims Management (optional)
At the request of the City, Cannon will maintain a potential claims log. We will prepare a file for each potential claim issue. We will evaluate, analyze, and coordinate negotiation to achieve claims and dispute resolutions in line with City directions.
Task 2.8 Weekly Resident Engineer Report (optional)
Cannon will provide weekly reports to the City detailing work completed during the previous week as well as current project budget and schedule.
Task 2.9 Survey (optional)
The contractor will be responsible for the lines and grades and any necessary construction staking required for the project. Survey monument preservation is also the responsibility of the contractor. Upon request of the City, we can provide construction staking and/or monument preservation as an additional service to this contract.
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Task 2.10 Materials Testing
Cannon will coordinate with Ninyo & Moore to confirm sampling and testing frequencies are met. We will review the results of the testing materials. Following our review, we will make recommendations for the acceptance of work in general compliance of the contract documents or make recommendations if remedial actions are needed to correct unacceptable portions of the contractor’s work.
Task 2.11 Progress Pay Estimates
Cannon will evaluate the contractor’s pay applications. We will verify that the quantities claimed are true and accurate using field measurements, materials tickets, extra work reports, and visual confirmation. We will prepare quantity calculation sheets for each bid item for inclusion in the project records.
Task 2.12 Safety Program and Traffic Control Plan
Cannon will monitor the contractor’s on-site safety program and compliance with the approved traffic control plan and Cal-OSHA Construction Safety Orders. We will confirm the contractor coordinates activities and public notifications to reduce disruptions to the public.
Task 2.13 Labor Compliance
We will review and enforce the contractor’s required submission of certified payrolls monthly, including subcontractors to the prime contractor.
Task 2.14 Project Records
Cannon will establish and implement procedures for review and processing of project documentation. To maintain that records are organized, complete, and will allow for ease of document retrieval, we will set up project binders and electronic files following procedures outlined in Chapter 5 of the Caltrans Construction Manual.
Cannon will implement procedures for timely delivery of project documentation; expediting RFIs, submittals and change orders; and submittal, review, and approval of Progress Pay applications.
Monitoring logs will be created to track survey records, RFIs, submittals, certified payroll, employee interviews, materials incorporated into project, materials testing, change orders, extra work reports, pay estimates, and potential claims.
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Phase 3. Construction Completion and Closeout
Task 3.1 Final Inspection and Punch List
Cannon will compile detailed “punch lists” with the City’s Project Manager and Engineer. We will oversee the complete performance of punch list items and final clean-up before the contractor moves off-site. We will coordinate final testing, documentation, and regulatory inspections.
Task 3.2 Coordinate Close-Out and Submittal of Final Documents Cannon will monitor the contractor’s, subcontractor’s, and designer’s progress to finalize and submit project records and documents. We will obtain required contract documents, lien releases, written warranties, and record drawings, and forward to the City for inclusion in the project files.
Task 3.3 Final Payment
Cannon will evaluate contractor’s final payment application, resolve outstanding matters, and provide approval and recommendation for final payment.
Task 3.4 Record Drawings
Cannon will gather all redlined drawings from the contractor for review and acceptance. The plans will contain all modifications or plan deviations encountered during construction.
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FEES
Fees are based on the rates per the following fee schedule. It is our understanding that this project qualifies for California Prevailing Wages. Based on review of the project documents, we have assumed full-time inspection for 75 working days, plus part-time pre-construction and post- construction services.
Total Estimated Cost of CM & Inspection Services: $158,976
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ORGANIZATION CHART
Construction Inspector
Mossad Rizkalla
City of Gardena
Frank Sanchez, PE
City of Gardena
employees directly involved
with project
Senior Resident Engineer
Ernie Ferrer, PE
Engineering Assistant
Donna Pierce
Cannon 77Zone 3 Street Improvement Project, CIP 053
Proposed Personnel
d.d.
Professional RegistraƟ on
• Civil Engineer, California,
No. C78037
• CerƟ fi ed Storm Water
PolluƟ on PrevenƟ on Plan
(SWPPP) Developer (QSD)
EducaƟ on
• Master in Civil
Engineering, Norwich
University, Vermont
• Bachelor of Science,
Sanitary Engineering,
University of Baguio,
Baguio City, Philippines
• Bachelor of Science, Civil
Engineering, Saint Louis
University, Baguio City,
Philippines
SoŌ ware Skills
• Arc GIS
• Retain Pro
• Water Surface Pressure
Gradient (WSPG)
• Hydraulic Engineering
Center-River Analysis
System (HEC-RAS)
• MicrosoŌ Offi ce Programs
(Excel, Word, PowerPoint,
SharePoint)
• MicrosoŌ Project
• Bluebeam
Mr. Ferrer brings more than 30 years of experience in construcƟ on management and civil and sanitary engineering. He has provided construcƟ on and design services for capital projects, including streets and transportaƟ on, faciliƟ es, stormwater, parks and recreaƟ on, water resources, wastewater, coastal, and public art. He off ers exper Ɵ se in project management services such as permit coordinaƟ on; plans and specifi caƟ ons development; preliminary design review development; meeƟ ng coordinaƟ on and management; change orders evaluaƟ on; pre-construcƟ on planning; constructability reviews; and construcƟ on document processing and administraƟ on management. He has coordinated with local, state, and federal regulatory agencies throughout Southern California to acquire construcƟ on permits.
Capital Design and ConstrucƟ on Division Manager, City of Ventura Public Works Department, Ventura, California: Mr. Ferrer served as the Capital Design and ConstrucƟ on Engineer for the Engineering Division of Public Works for 15 years. He oversaw 19 staff members on CIPs with an approximate $85M annual budget. He managed the City’s 6-year CIP plan, budgeted more than $900M, and contributed to $28M worth of City infrastructure improvements through organizing, coordinaƟ ng, and monitoring the compleƟ on of mulƟ ple projects, including the following:
Kellogg/Westside Parks, Ventura, California: Mr. Ferrer managed the construcƟ on of the Kellogg/Westside Parks projects. This involved adding park spaces to the west end of Ventura and ameniƟ es such as playgrounds, benches, picnic areas, water fountains, and barbeque areas.
Westpark Parking Lot Improvements and Restroom InstallaƟ on, Ventura, California: Mr. Ferrer managed the construcƟ on of the Westpark parking lot, drainage improvements, and construcƟ on of concrete restrooms.
Kellogg Street Sidewalk Improvements, Ventura, California: Mr. Ferrer managed the construcƟ on of approximately 600 linear feet of concrete sidewalk and parking stall striping adjacent to a park.
Telegraph Road – Anacapa Middle School Safe Routes to School, Ventura, California: Mr. Ferrer managed the construcƟ on of sidewalks, crosswalks, bike lanes, and street widening providing safe routes for elementary and middle school students.
In addƟ on, Mr. Ferrer has also managed the following street resurfacing projects for the City of Ventura:
Ernie Ferrer, PE, MCE, QSD/P Project Manager
and Resident Engineer
Offi ce: Los Angeles
• Johnson Dr., Bristol Rd. to
Hwy. 101
• Johnson Dr., Victoria Ave. to
Bristol Rd.
• Loma Vista, Mills to Main St.
• Main St., Mills Rd. to
Telephone Rd.
• Victoria Ave.,
Telegraph Rd. to
Victoria Ave.
• Telephone Rd.,
Kimball Rd. to
Victoria Ave.
Offi ce: Irvine
Cannon 88Zone 3 Street Improvement Project, CIP 053
Professional RegistraƟ on
• Registered Civil Engineer,
California, No. 72034
• CerƟ fi ed Public
Infrastructure Inspector,
American Public Works
AssociaƟ on
• ExcavaƟ on Safety Training
for Competent Persons
(CPT), United Academy, ID:
1544359
EducaƟ on
• Bachelor of Science,
Environmental Engineering,
California Polytechnic State
University, San Luis Obispo,
California
• Caltrans Resident Engineer
Academy
Mr. Riddell has more than 25 years of construcƟ on engineering and management contributed to public works, private, and public development projects. He represents clients on-site, coordinates meeƟ ngs and construcƟ on acƟ viƟ es with project stakeholders, and helps confi rm safe working condiƟ ons. His responsibiliƟ es include record keeping; reviewing contract documents; managing submiƩ als, RFI logs, and change orders; developing punchlists; and reviewing and approving progress pay esƟ mates. He also confi rms compliance with design documents and regulatory agency requirements such as Caltrans standards.
Mr. Riddell served as ConstrucƟ on Manager/Principal-in-Charge on the following projects:
• SB1 CDBG Street ReconstrucƟ on Project, City of HunƟ ngton Park, California
• Van Ness Avenue and 139th Street Improvements Project, Gardena, California
• 2022 Paving Project, Pismo Beach, California
• 2020-2021 Pavement RehabilitaƟ on, Goleta, California • Carpinteria Avenue and Pedestrian Safety
Improvements, Carpinteria, California
• Lompoc Highway 1 Street Improvements, Lompoc,
California
Pat Riddell, PE, CPII, QSD/P Principal-in-Charge
Mr. Rizkalla is a bilingual senior public works and construcƟ on special inspector with 17 years of experience in construcƟ on management and inspecƟ on. His past projects have consisted of both residenƟ al and commercial structures with reinforced concrete, post- tensioned concrete, structural masonry, structural bolƟ ng, spray-applied fi re proofi ng, and structural welding inspecƟ on.
Mr. Rizkalla served as ConstrucƟ on and/or Public Works Inspector on the following projects:
• Downtown Public Parking Improvement Project, City of El Monte, California • SB1 CDBG Street ReconstrucƟ on Project, City of HunƟ ngton Park, California • 2-Mile Water Main Replacement for Hill Street and Cudahy Street, City of HunƟ ngton Park, California
• Pavement Repairs and Skin Patch of Various Streets, City of Montebello, California
• FY 16-17 Annual Street Improvements Project, City of Lawndale, California
• Frankel Avenue and 16th Street S Improvements (FY 2015- 2016), City of Montebello, California
• Long Beach Blvd., Phase I and Phase II, City of Lynwood, California
Mossad Rizkalla Construction Inspector
ahy
y of
15-
Offi ce: San Luis Obispo
Professional RegistraƟ on
• Bachelor of Science,
TelecommunicaƟ on
Engineering, Helwan
University, Cairo, EGYPT
• CerƟ fi ed - ConstrucƟ on
Project Management,
California State University,
Dominguez Hills, California
CerƟ fi caƟ ons
• ICC: Master of Special
InspecƟ on; Reinforced
Concrete; PT Concrete;
Structural Masonry;
Structural BolƟ ng; Structural
Welding; Spray-Applied Fire
Proofi ng Special Inspector
• ACI – Field Test Technician
Offi ce: Irvine
Offi ce: Irvine
Cannon 33Zone 3 Street Improvement Project, CIP 053
Relevant Experience
CDBG Street Reconstruction Project, Huntington Park, California The City was awarded a grant from the Community Development Block Grant Program (CDBG) to upgrade and replace various components of the City of HunƟ ngton Park’s infrastructure system. Improvements included pedestrian safety and mobility enhancements, ADA-compliant pedestrian ramp upgrades, striping, and removal and replacement of exisƟ ng water and sewer service laterals. Cannon provided construcƟ on management and inspecƟ on services and monitored compliance
with Greenbook standards,
public contracƟ ng code, and
procurement requirements.
Van Ness Avenue and 139th Street Improvements Project
Gardena, California
This project improved pedestrian safety and traffi c circulaƟ on for motorists and drainage paƩ erns. Cannon provided construc Ɵ on management and inspecƟ on for improvements, which included replacing non-compliant ADA ramps; edge grinding; cold milling of the exisƟ ng pavement with localized removal; replacing the exisƟ ng asphalt/structural secƟ on of the highway; repaving; removal and replacement of curb, guƩ er, and sidewalk; removal and replacement of trees; reseƫ ng valve boxes, manhole frames, and covers; and modifying striping and signals. Project required extensive traffi c control coordinaƟ on and working with emergency services, local agencies, uƟ lity companies, and the public. 2020-2021 Pavement Rehabilitation Project, Goleta, California The City of Goleta’s major street maintenance project encompassed 12 roadway segments and included ARHM overlay; AC mill and fi ll; full depth reclamaƟ on; ADA pedestrian ramp upgrades; subsurface material replacement / compacƟ on; setup and maintenance of traffi c control systems; concrete ADA compliant curb ramps and guƩ ers; crushed aggregate base and AC pavement; and traffi c striping and markings. Cannon
provided construcƟ on
management and inspecƟ on
services during each phase
of construcƟ on.
Client Contact
Cesar Roldan, Public Works Director City of El Monte
6550 Miles Avenue, HunƟ ngton Park CA 90255
323.584.6320 [email protected]
Client Contact
Debbie Talarico, Project Manager City of Goleta
130 Cremona Drive, Suite B, Goleta, CA 93117
805.755.4445 [email protected]
• Street enhancements
• ADA compliance
• Water /sewer service laterals• Tra ffi c control
• ADA compliance
• Pavement removal and
replacement
• Striping and markings
• ARHM overlay
• ADA compliance
• Tra ffi c control
Carpinteria Avenue and Pedestrian Safety Improvements
Carpinteria, California
This project included pedestrian improvements of approximately 1,200 feet of roadway frontage along the southwest side of Carpinteria Ave. Cannon provided construcƟ on management services, involving upgrades to the exisƟ ng sidewalks to include ADA access, a new vehicle entrance, and a vehicle pull out for dropping-off children. Improvements included pedestrian accommodaƟ on for future skate park facility proposed for construcƟ on adjacent to City Hall. In addiƟ on, the project incorporated a Ɵ e-in to the exisƟ ng bike path that approaches from the south side of City Hall, connects to the north side of the project, and allows pedestrians clear passage to the rest of the City of Carpinteria’s sidewalk network. • Sidewalk improvements and
pedestrian accomodaƟ on
• Bike path Ɵ e-in
• ADA access
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ACCEPTANCE OF PROPOSAL
Proposal Date: December 23, 2022
Client: City of Gardena
1717 West 162 nd Street
Gardena, CA 90247
Project: Budlong/Halldale Street Improvements, JN 9 85
Scope of Work: Construction Management and Inspecti on Services T&M Not to Exceed: $158,976.00
Appendix A details the terms for work. Cannon bills monthly for work in progress and payment is due within 10 calendar days of invoice date. Overdue amounts will be surcharged at 18 percent per annum or 1.5 percent monthly. Materials are charged at cost plus 25% (+ tax). The fees are based upon current California Prevailing Wages; please provide us with the DIR Project ID . If the client requests, or the client’s schedule requires work to be done on an overtime basis, a multiplier of 1.5 will be applied to the above rates for weekdays for daily hours in excess of 8 as well as weekends and a multiplier of 2.0 for daily hours in excess of 12 and holidays.
Please indicate your acceptance of this proposal by signing below.
In witness whereof, the parties hereto have caused this agreement consisting of proposal letter, Appendix A and any other necessary and applicable documents to be executed of the date and year first above written. In Appendix A, Cannon Corporation hereinafter referred to as Cannon.
The Client, as noted below, hereinafter referred to as Client.
Client: City of Gardena Cannon
x
Name: Patrick Riddell , PE C72034
Title: Director of Construction Management
Date: Date:
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APPENDIX A: TERMS FOR CANNON SERVICES
Section 1: The Agreement
1.1 The agreement between the above noted parties consists of the following terms, the attached proposal and any exhibits or attachments noted in the proposal. Together these elements will constitute the entire agreement superseding any and all prior negotiations, correspondence, or agreements either written or oral. Any changes to this agreement must be mutually agreed to in writing.
Section 2: Standard of Care
2.1 Data, interpretations, and recommendations by Cannon will be based solely on information provided to Cannon. Cannon is responsible for those data, interpretations, and recommendations, but will not be responsible for other parties' interpretations or use of the information developed.
2.2 Services performed by Cannon under this agreement are expected by the Client to be conducted in a manner consistent with the level of care and skill ordinarily exercised by members of this profession practicing contemporaneously under similar conditions in the locality of the project. No other warranty, expressed or implied, is made.
2.3 The Client agrees that Cannon may use and publish the Client's name and a general description of Cannon’s services with respect to the project in describing Cannon’s experience and qualifications to other Clients and prospective Clients. The Client also agrees that any patentable or copyrightable concepts developed by Cannon as a consequence of service hereunder are the sole and exclusive property of Cannon.
2.4 The Client recognizes that it is neither practical nor customary for Cannon to include all construction details in plans and specifications, creating a need for interpretation by Cannon or an individual who is under Cannon’s supervision. The Client also recognizes that construction review permits Cannon to identify and correct quickly and at comparatively low cost professional errors or omissions that are revealed through construction, or errors or omissions committed by others due to misinterpretation of design documents, or due to other causes. For the foregoing reasons construction review is generally considered an essential element of a complete design professional service. Accordingly, if the Client directs Cannon not to provide construction monitoring, Cannon shall be held harmless for any and all acts, errors or omissions, except for those consequences which it reasonably could be concluded that Cannon’s review services would not have prevented or mitigated.
2.5 Client acknowledges that Cannon is not responsible for the performance of work by third parties including, but not limited to, engineers, architects, contractors, subcontractors, or suppliers of Client.
Section 3: Billing and Payment
3.1 Client will pay Cannon on a monthly basis to be billed by Cannon. Prior to the start of the project, a retainer as specified in the proposal, is required. Invoices for the balance will be submitted to Client by Cannon and will be due and payable within 10 days of invoice date. If Client objects to all or any portion of any invoice, Client will so notify Cannon in writing within fourteen (14) days of the invoice date, identify the cause of the disagreement, and pay when due that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice. In the absence of written notification described above, the balance as stated on the invoice will be paid.
3.2 Invoices are delinquent if payment has not been received within thirty (30) days from date of invoice.
Client will pay an additional charge of 1-1/2 (1.5) percent per month or 18% per year of any delinquent amount, excepting any portion of the invoiced amount in dispute and resolved in favor of Client. All time spent and expenses incurred (including any attorney's fees) in connection with collection of any delinquent amount will be paid by Client to Cannon per Cannon’s current fee schedule. In the event Client fails to pay Cannon within sixty (60) days after invoices are rendered, Client agrees that Cannon will have the right to consider the failure to pay Cannon’s invoice as a breach of this agreement.
3.3 Client agrees that if Client requests services not specified herein, Client agrees to timely pay for all such services as extra work. Cannon will notify the Client prior to performance of services which are not specified in this agreement.
3.4 Client agrees that payment to Cannon is in no way contingent on the results of work by Cannon or on the outcome of any litigation.
3.5 Preparation for and/or travel time to client requested meetings will be charged at the hourly rate.
3.6 Billing rates are subject to change, typically on an annual basis.
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Section 4: Additional Services
4.1 Additional services include making revisions in drawings, specifications or other documents when such revisions are:
Inconsistent with approvals or instructions previously given by the Client, including revisions made necessary by adjustments in the Client's program or project budget; Required by the enactment or revision of codes, laws or regulations subsequent to the preparation of such documents.
4.2 Additional services includes providing services required because of significant changes in the project including, but not limited to, size, quality, complexity, the Client's schedule, or the method of bidding or negotiating and contracting for construction.
4.3 Where unexpected developments increase the scope of work as defined herein and/or prove the assumptions of this proposal invalid, Cannon will make a reasonable effort to contact the Client to discuss the effects and adjustment of cost.
Section 5: Site Access and Site Conditions
5.1 Client will grant or obtain free access to the site for all equipment and personnel necessary for Cannon to perform the work set forth in this agreement. Client will notify any and all possessors of the project site that Client has granted Cannon free access to the site. Cannon will take reasonable precautions to minimize damage to the site, but it is understood by Client that, in the normal course of work, some damage may occur and the correction of such damage is not part of this agreement unless so specified in the proposal.
Section 6: Ownership of Documents
6.1 All reports, maps, plans, field data, field notes, estimates and other documents, whether in hard copy or machine readable form, which are prepared by Cannon as instruments of professional service, shall remain the property of Cannon. The Client may retain copies, including copies stored on magnetic tape or disk, for information and for reference in connection with the occupancy and use of the project.
6.2 Because of the possibility that information and data delivered in machine readable form may be altered, whether inadvertently or otherwise, Cannon reserves the right to retain the original tapes/disks and to remove from copies provided to the Client all identification reflecting the involvement of Cannon in their preparation. Cannon also reserves the right to retain hard copy originals of all project documentation delivered to the Client in machine readable form, which originals shall be referred to and shall govern in the event of any inconsistency between the two.
6.3 The Client recognizes that changes or modifications to Cannon’s instruments of professional service introduced by anyone other than Cannon may result in adverse consequences which Cannon can neither predict nor control. Therefore, and in consideration of Cannon's agreement to deliver its instruments of professional service in machine readable form, the Client agrees, to the fullest extent permitted by law, to hold harmless and indemnify Cannon from and against all claims, liabilities, losses, damages, and costs, including but not limited to attorney's fees, arising out of or in any way connected with the modification, misinterpretation, misuse or reuse by others of the machine readable information and data provided by Cannon under this Agreement. The foregoing indemnification applies, without limitation, to any use of the project documents on other projects, for additions to this project, or for completion of this project by others, excepting only such use as may be authorized, in writing, by Cannon.
6.4 Client agrees that all reports and other work furnished to Client or his agents, which is not paid for, will be returned upon demand and will not be used by Client or others for any purpose whatsoever.
Section 7: Client Responsibilities
7.1 The Client shall provide full information including a program setting forth the Client's design objectives, constraints, and construction budget criteria.
7.2 The Client shall furnish a legal description, a certified land survey, and the services of a soil, structural, mechanical, electrical or other engineer or consultant services, and laboratory tests, inspections, or reports as required by law or as requested by Cannon to perform the functions and services required of this agreement. The information shall be furnished at the Client's expense and Cannon shall be entitled to rely upon the accuracy and completeness thereof.
7.3 The Client shall furnish all legal, accounting and insurance counseling services as may be necessary at any time for the project, including auditing services the Client may require to verify the Contractor's Applications for Payment or to ascertain how or for what purposes the Contractor uses the moneys paid by the Client. The information above shall be furnished at the Client's expense, and Cannon shall be entitled to rely upon the accuracy and completeness thereof.
7.4 If the Client observes or otherwise becomes aware of any fault or defect in the project or nonconformance with the Contract Documents, prompt written notice shall be given by the Client to Cannon.
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7.5 The Client shall furnish information and shall review Cannon’s work and provide decisions as expeditiously as necessary for the orderly progress of the project and of Cannon’s services.
Section 8: Insurance
8.1 Cannon represents and warrants that it and its agents, staff and consultants employed by it, is and are protected by worker's compensation insurance and that Cannon has such coverage under public liability and property damage insurance policies which Cannon deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, Cannon agrees to indemnify and save Client harmless from and against any loss, damage or liability arising from any negligent acts by Cannon, its agents, staff, and consultants employed by it. Cannon shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance. Cannon shall not be responsible for any loss, damage, or liability arising from any acts by Client, its agents, staff, and other consultants employed by Client.
Section 9: Termination
9.1 This agreement may be terminated by either party seven (7) days after written notice in the event of any breach of any provision of this agreement or in the event of substantial failure of performance by the other party, or if Client suspends the work for more than three (3) months. In the event of termination, Cannon will be paid for services performed prior to the date of termination plus reasonable termination expenses including the cost of completing analyses, records and reports necessary to document job status at the time of termination.
9.2 Failure of the Client to make payments to Cannon when due in accordance with this agreement shall be considered substantial nonperformance and cause for termination. If the Client fails to make payment when due to Cannon for services and expenses, Cannon may, upon seven (7) days written notice to the Client, suspend performance of services under this agreement. Unless payment in full is received by Cannon within seven (7) days of the date of the notice, the suspension shall take effect without further notice. In the event of a suspension of services, Cannon shall have no liability to the Client for delay, damage, loss of agency approvals, loss of financing, interest expenses, etc. caused to the Client because of such suspension of service.
Section 10: Disputes Resolution
10.1 All claims, disputes, and other matters in controversy between Cannon and Client arising out of or related to this agreement will be submitted to "alternative dispute resolution" (adr) such as mediation and/or arbitration, before and as a condition precedent to other remedies provided by law. If and to the extent Client and Cannon have agreed on methods for resolving such disputes, then such methods will be set forth in the "alternative dispute resolution agreement" which, if attached, is incorporated and made a part of this agreement.
10.2 If a dispute at law related to the services provided under this agreement and that dispute requires litigation instead of adr as provided upon, then:
(1) The claim will be brought and tried in judicial jurisdiction of the court of the county where Cannon’s principal place of business is located and Client waives the right to remove the action to any other county or judicial jurisdiction, and
(2) The prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time, court costs, attorney's fees, and other claim related expenses.
Section 11: Assigns
11.1 Cannon shall not assign this agreement in whole or in part nor shall it subcontract any portion of the work to be performed hereunder; except that Cannon may use the services of persons or(?) entities not in our employ when it is appropriate and customary to do so. Such persons and entities include, but are not necessarily limited to, specialized consultants and testing laboratories. Cannon’s use of others for additional services shall not be unreasonably restricted by the Client provided Cannon notifies the Client in advance.
Section 12: Governing Law and Survival
12.1 The law of the State of California will govern the validity of these terms, their interpretation and performance.
12.2 If any of the provisions contained in this agreement are held illegal, invalid or unenforceable, the enforceability of the remaining provisions will not be impaired. Limitations of liability and indemnities will survive termination of this agreement for any cause.
Section 13: Limitation of Liability
13.1 To the fullest extent permitted by law, the total liability, in the aggregate, of Cannon and Cannon’s officers, directors, employees, agents and independent professional associates and consultants, and any of them, to Client and anyone claiming by, through or under Client, for any and all injuries, claims, losses,
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16 16842 Von Karman Avenue, Suite 150, Irvine, CA 92606 T 949.753.8111
CannonCorp.us
expenses or damages whatsoever arising out of or in any way related to Cannon’s services, the project or this agreement from any cause or causes whatsoever, including but not limited to the negligence, errors, omissions, strict liability or breach of contract of Cannon or Cannon’s officers, directors, employees, agents and independent professional associates and consultants, or any of them, shall not exceed the total compensation received by Cannon under this agreement, or the total amount of $50,000.00, whichever is greater.
Section 14: Hiring Cannon’s Employees
14.1 From time to time, Clients who have come to know and work with our employees in the course of a project wish to hire them to work as the Client’s own in-house employees. We pride ourselves on recruiting, hiring, and training the very best employees possible, and in assigning to projects our employees who best meet our Clients’ individual needs. Our goal is to have our Clients view Cannon and its individual employees as indispensable.
14.2 Client agrees to pay Cannon a finder’s fees equal to 12 months of the employee’s current salary or wage for each of our employees whom the client(?) choose to hire, either directly or indirectly. Client acknowledges and agrees that the finder’s fee is both fair and reasonable, and is equivalent to a recruiting or “headhunter’s fee” that Client would expect to pay to a third party for locating and recruiting an employee of the caliber of the hired Cannon employee.
14.3 This Section 14 shall be limited to those of Cannon’s employees with whom Client works or is introduced by Cannon during the course of this engagement, and shall be applicable to such employees both during his/her employment with Cannon and for a period of six (6) months thereafter. This Section 14 shall survive the cancellation or expiration of this Agreement.
Section 15: Prevailing Wage
15.1 Cannon acknowledges the requirements of California Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. To the extent required by the California Labor Code, Cannon shall fully comply with and require its subconsultants to fully comply with such Prevailing Wage Laws.
15.2 Pursuant to Labor Code Sections 1725.5 and 1771.1, Cannon and all its subconsultants performing work subject to prevailing wage must be registered with the Department of Industrial Relations and submit their certified payroll records directly to the DIR. In order to do so, the awarding body needs to complete the PWC-100 (Public Works Project Registration) within five days of awarding the contract; and provide Cannon with the DIR Project ID prior to the start of Cannon’s work.
NOTICE OF EXEMPTION
TO: Office of Planning & Research County Clerk / Registrar Recorder 1400 Tenth Street ATTN: Environmental Filings Clerk Sacramento, CA 95814 12400 East Imperial Highway, Room 1101 Norwalk, CA 90650
Project Title: Budlong Avenue and Halldale Avenue Street Improvements.
Project Location (Specific): Budlong Avenue (Redondo Beach Blvd to El Segundo Blvd) and Halldale Avenue (135th St to El Segundo Blvd)
Project Location (City): Gardena Location (County): Los Angeles County
Description of nature, purpose, and beneficiaries of project: This project will repair existing concrete improvements, resurface the existing paved roadway and restore existing traffic markings.
Name of public agency approving project: City of Gardena
Name of person or agency carrying out project: City of Gardena
Exempt Status: (Check One)
Ministerial: (P.R.C. Sec. 21080[b][1]; Guidelines Sec. 15268) Declared Emergency: (P.R.C. Sec. 21080[b][3]; Guidelines Sec. 15269[a]) Emergency Project (P.R.C. Sec. 21080[b][4]; Guidelines Sec. 15269[b][c]) X Categorical Exemption: Section 15301 Class 1, Existing Facilities Other: Guidelines Sec. 15061):
Reason why project is exempt: This project consists of minor alteration of existing public facilities and involves negligible or no expansion of use beyond that previously existing.
Contact person: Frank Sanchez Telephone: 310-217-9631
If filed by applicant:
1. Attach certified document of exempting finding.
2. Has a notice of exemption been filed by the public agency approving the project? Yes No
Date received for filing:
CLINT OSORIO Date
E n v i r o n m e n t a l Q u a l i t y O f f i c e r
NOTE: Exempt from Dept. of Fish & Game Wildlife Fee in accordance with de minimis impact finding (735.5[c])
City of Gardena
Gardena City Council Meeting
AGENDA REPORT SUMMARY
Agenda Item No. 16.C
Section: DEPARTMENTAL
ITEMS - PUBLIC WORKS
Meeting Date: January 10, 2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE:
Select and Approve the Proposed Conceptual Design to proceed with the Construction Document Phase of the Citywide Wayfinding/Entry Sign Program Project, JN 507.
COUNCIL ACTION REQUIRED:
Staff Recommendation: Approve the Proposed Designs
RECOMMENDATION AND STAFF SUMMARY:
On September 28, 2021, City Council Approved the budget appropriation for the design of the Citywide Wayfinding/Entry Sign Program Project and awarded the design contract to David Volz Design (DVD) Landscape Architects. The purpose of the project is to help direct drivers on city streets to city facilities such as parks, fire stations and City Hall and to identify the boundary of the City on major streets.
Thus far, various project tasks have been completed including meetings with staff to identify routes, evaluating existing signs and structures to identify opportunities and challenges for use including ADA and traffic parameters, creating a map and master plan for key vehicular signage placement, and developing the signage options.
The attached presentation summarizes their findings and provides design options for the City Council to choose from. There are five options for both the wayfinding and for the entry signs.
Once a design is selected and approved, DVD will proceed with the development of Construction Document Phase and finish tentatively in June 2023. Subsequently, the Construction Bid Phase will follow and the installation is tentatively scheduled for September 2023.
Staff respectfully recommends that the City Council select and approve the proposed designs and to proceed with the Construction Document Phase for the Citywide Wayfinding/Entry Sign Program Project.
FINANCIAL IMPACT/COST:
Approved Budget: $100,000 (Gas Tax) and no additional budget required at this time.
ATTACHMENTS:
Concept Report 1-4-23.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
CITY WAYFINDING SIGNAGE
CITY OF GARDENA
JANUARY 4th, 2023
PRELIMINARY DESIGN AND CONCEPT
DEVELOPMENT
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INTRODUCTION
City of Gardena
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EXISTING CONDITIONS ASSESSMENT
City of Gardena
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SIGNAGE CONSIDERATIONS
City of Gardena
DESTINATIONS
CITY LIMITS
CITY-PROPOSED SIGN LOCATIONS
EXISTING SIGNAGE
FIELD DATA/PHOTO COLLECTION
INTERSECTION BUFFERS
AVERAGE DAIL Y TRAFFIC
SPEED LIMITS
TURN/ROUTE CONSIDERATIONS
NEARBY RAMPS AND MERGE VISIBILITY
ZONING
AERIAL IMAGERY
GOOGLE STREETVIEW
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PROPOSED SIGN LOCATIONS
City of Gardena
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PROPOSED SIGN LOCATIONS - NORTH GARDENA
City of Gardena
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CENTRAL GARDENA
City of Gardena
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SOUTH GARDENA
City of Gardena
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SIGNAGE LOCATIONS
City of Gardena
Scale: 1" = 50'-0"
100'25' 50'0 12'
180'
CITY BOUNDARY
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PROPOSED SIGN LOCATION
INFORMATION
SIGN NO.: S-001
LOCATION: CRENSHAW BOULEVARD & 135TH STREET
DESTINATION: PAUL A. ROWLEY MEMORIAL PARK
SIGNAGE TYPE: WAYFINDING
SIGNAGE TREATMENT AT THIS LOCATION:
SINGLE POST MOUNTED IN SIDEWALK
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SIGNAGE LOCATIONS
City of Gardena
Scale: 1" = 50'-0"
100'25' 50'0 12'
PROPOSED SIGN LOCATION
180'
CITY BOUNDARY
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INFORMATION
SIGN NO.: S-002
LOCATION: REDONDO BEACH AND GRAMERCY PLACE
SIGNAGE TYPE: CITY ENTRY
SIGNAGE TREATMENT AT THIS LOCATION:
DOUBLE POST MOUNTED IN MEDIAN
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CONCEPT OPTION 1
City of Gardena
Wayfinding Sign City Entry Sign
Traditional
• Single Piece Element
• Standard Sign Shape
• Cost: $180
• Simple Design
Location Marker
City Seal
City Name
Decorative Banding
Border
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CONCEPT OPTION 2
City of Gardena
Wayfinding Sign City Entry Sign
Asymmetrical
• Single Piece Element
• Irregular Shape
• Cost: $300
• Side Mounted
Location Marker
w/ Directional Arrow
City Seal
City Name
Layered Banding (Top
and Bottom
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CITY OF GARDENA
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CITY OF
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CITY OF
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CONCEPT OPTION 3
City of Gardena
Wayfinding Sign City Entry Sign
Symmetrical
• Multi Piece Elements
• Cost: $450
• Modular Design
Location Marker Section w/
Directional Arrow Mounted
Separately to Post
Border
Top Section
With City Name and Seal
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CITY OF GARDENA
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CONCEPT OPTION 4
City of Gardena
Wayfinding Sign City Entry Sign
Post Modern
• Multi Piece Elements
• Cost: $450
• Irregular Design
• Can Be Center or Side Mounted
Layered Location Marker
w/ Directional Arrow
Mounted on Base Sign
Curved Bottom Edge
Arching Border
Frame
City Name
Slanted Top Edge
City Seal
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CITY OF GARDENA
CITY OF GARDENA
CITY OF
GARDENA
CITY OF
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CONCEPT OPTION 5
City of Gardena
Wayfinding Sign City Entry SignComplex
• Complex Multi Piece Elements
• Cost: $550
• Complex Design
Location Marker
w/ Directional Arrow
Mounted on Ring Frame
Free Standing City Seal
Mounted to Ring Frame
Ring Frame
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COLOR PALETTE - WAYFINDING SIGNS
City of Gardena
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POST TYPES
10’
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POST TREATMENT
City of Gardena
P1
ORNATE TRADITIONAL
COST FOR POST AND
ANCHORAGE:$2000
P2
STANDARD
COST FOR POST AND
ANCHORAGE:$650
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COST ESTIMATE MATRIX
City of Gardena
OPTION A - TRADITIONAL SIGN DESIGN WITH STANDARD POSTS ($830 PER SIGN AND POST) Wayfinding Finding Signs TOTAL SIGNS* : 45 X $830 = $37,350 Entry Signs TOTAL SIGNS* : 15 X $830 = $12,000 (MOBILIZATION AND CONTINGENCY COSTS) $10,000$10,000
TOTAL COST: $59,350$59,350
* TOTAL NUMBER OF SIGNS MAY CHANGE AS FINAL LOCATIONS OF SIGNS ARE VERIFIED AND CONFIRMED.
OPTION B - COMPLEX SIGN DESIGN WITH ORNATE POSTS ($2550 PER SIGN AND POST) Wayfinding Finding Signs TOTAL SIGNS* : 45 X $2550 = $114,750 Entry Signs TOTAL SIGNS* : 15 X $2550 = $38,250 (MOBILIZATION CONTINGENCY COSTS) $28,000$28,000
TOTAL COST: $181,000$181,000
* TOTAL NUMBER OF SIGNS MAY CHANGE AS FINAL LOCATIONS OF SIGNS ARE VERIFIED AND CONFIRMED.