Agenda packet — Carson City Council, October 20, 2026 (part 8 of 8)

UTILITY BOXES

UTILITY BOX

CROSSWALK

CROSSWALK CROSSWALK
CURB
GUTTER
CURB & PLANTER PLANTER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 2 2 6 6 2 2 2 2 6 6 2 2 6 6 3 3 3 8 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 0AT&+LINESEES+EET& C2.1

DESFORD
STREET 3 ℄ AVALON BOULEVARD ℄ SCALE: KEY MAP N.T.S.
0AT&+LINESEERIG+TA%O9E
0AT&+LINESEES+EET 0AT&+LINESEELEFT%ELO:

CARSON
STREET ℄ AVALON BOULEVARD ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.1 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 3 of 15 MH
MH

20.0 19.8

19.9 19.9

19.7 19.8

19.9 20.1

20.2 20.1

20.2 20.4

20.6 20.5

20.6 20.6

20.6 20.4

20.3 20.2

20.2 20.1

19.9 20.0

20.1 20.7

20.7 20.4

20.6 20.6

20.9 21.1

20.1 20.1

20.4 20.5

20.5 20.5

20.7 20.9

20.9 21 21 21 21 21 20 20 20 20 20 20 20 20 VALVE COVER

UTILITY BOX

UTILITY BOXES

CROSSWALK

CROSSWALK
GUTTER

CURB & PLANTER PLANTER
GUTTER
CURB &
GUTTER
CURB & TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 2 2 6 6 2 2 6 6 2 2 6 6 7 7 7 MH
MH

20.6 20.4

20.3 20.2

20.4 20.7

20.9 20.9

20.8 20.6

20.5 20.4

20.4 20.4

20.2 20.3

20.4 21.1

20.6 20.5

20.6 20.6

21.2 21.4

21.0 20.9

20.8 20.6

20.6 21.0

20.0 19.8

19.8 20.0

20.0 19.5

19.4 19.4

19.2 19.1

19.0 20.6

20.6 20.4

20.3 20.6

19.4 20 20 21 21 21 20 21 21 21 21 20 21 21

UTILITY BOX

UTILITY BOXES

UTILITY BOX
UTILITY BOXES 21 CROSSWALK PLANTER PLANTER
GUTTER
CURB &
GUTTER
CURB &
GUTTER
CURB & PLANTER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 8 3 7 3 8 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 0AT&+LINESEES+EET& 4 C2.2 SCALE: KEY MAP N.T.S.0AT&+LINESEERIG+TA%O9E 0AT&+LINESEELEFT%ELO:
0AT&+LINESEES+EET& AVALON BOULEVARD ℄
213TH STREET ℄ AVALON BOULEVARD ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.2 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 4 of 15 MH 13 13 13 13 13 13 13 13 13 13 13 15 15 14 14 14 14 14 13 14 14 14 14 14 15 15 14 14 14 CROSSWALK HCR GUTTER CURB & GUTTER CURB & PLANTER PLANTER PLANTER PLANTER 13.4 13.6 13.6 13.7 13.7 13.6 13.1 13.1 13.1 13.3 13.1 13.1 13.1 13.6 14.0 14.4 14.5 13.9 13.5 13.6 12.7 12.9 12.8 13.0 13.4 13.2 12.9 13.6 14.9 13.5 13.9 13.8 13.3 13.3 13.4 13.5 13.6 13.5 12.7 12.9 13.0 13.1 13.5 13.1 13.0 13.0 13.0 13.0 12.7 12.8 13.6 13.4 12.8 12.8 13.1 12.9 14.1 14.6 14.6 15.2 14.5 14.5 13.5 13.8 14.2 13.8 14.5 14.1 15.1 14.7 14.9 GUARD RAIL GUARD RAIL GUTTER CURB & POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7339-017-914 A.P.N. 7339-017-273 A.P.N. 7339-017-272 A.P.N. 7339-017-912 2 2 6 6 3 7 5 5 3 7 3 7 7 7 7 7 7 7 14 14 14 14 14 14 14 15 15 14 14 14 15 15 14 16 16 15 15 14 15 15 15 15 16 VALVE COVER VALVE COVER PLANTER PLANTER PLANTER PLANTER PLANTER

14.1 14.2 14.4 14.6 14.7 14.6 14.6 14.5 13.6 13.7 13.9 13.9 14.0 14.1 14.0 14.5 14.9 14.8 14.7 15.5 15.6 15.4 15.3 15.1 15.0 13.6 14.1 14.2 13.6 13.9 14.9 14.5 14.5 14.6 14.0 14.3 13.9 14.0 14.1 14.3 14.2 13.5 13.8 13.5 13.5 13.5 13.6 13.5 14.2 13.9 15.3 16.4 15.5 15.4 15.5 14.2 14.3 15.5 15.5 16.1 GUARD RAIL GUARD RAIL CROSSWALK GUTTER CURB & CURB POWER TOWER TRAFFIC LINE (TYP) A.P.N. 7339-017-914 A.P.N. 7339-017-916 3 7 1 1 6 6 3 3 7 3 1 1 6 6 5 5 7 3 3 7 1 1 6 6 1 1 7 3 5 5 7 3 7 6 6 7 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 0AT&+LINESEES+EET& 5 C2.3 SCALE: KEY MAP N.T.S.0AT&+LINESEERIG+TA%O9E 0AT&+LINESEELEFT%ELO: 0AT&+LINESEES+EET& AVALON BOULEVARD ℄ AVALON BOULEVARD ℄ DEL AMO BOULEVARD ℄ TRUMONT STREET ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.3 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 of 15 MH 15 15 15 15 15 15 15 15 16 16 16 16 15 16 16 16 16 17 17 16 17 16 16 16 16 16 17 17 16 PLANTER PLANTER PLANTER BOX UTILITY PLANTER PLANTER PLANTER

15.5 15.7 15.4 15.5 15.6 15.6 15.5 15.4 15.4 16.1 16.4 16.6 15.0 15.0 15.0 14.9 15.0 15.0 15.0 15.7 16.2 16.5 16.7 16.6 16.6 15.4 15.8 15.6 15.1 15.0 15.2 16.1 16.3 16.5 16.4 15.3 16.0 15.9 15.1 14.7 14.9 15.0 15.1 15.1 15.0 14.5 14.5 14.6 14.6 14.6 15.2 16.5 15.2 16.4 16.7 16.9 17.1 16.8 15.6 17.4 16.7 GUARD RAIL GUARD RAIL CURB CURB CURB CURB POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7339-017-916 A.P.N. 7339-017-915 1 1 7 3 6 6 7 3 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 7 3 1 1 6 6 7 7 7 7 15 16 17 16 16 17 16 16 16 16 17 16 16 16 16 16 17 17 17 18 18 18 18 18 18 19 19 PLANTER PLANTER PLANTER PLANTER UTILITY BOX PLANTER PLANTER PLANTER VALVE COVER UTILITY BOX UTILITY BOX 17.1 17.3 17.4 17.6 17.9 15.9 16.1 16.2 16.4 16.6 16.8 16.7 16.8 17.4 17.5 18.6 19.3 19.0 15.9 16.0 15.9 15.7 15.9 16.0 16.5 16.4 16.1 16.5 17.4 17.7 17.8 17.4 17.5 17.2 17.3 17.5 17.7 16.1 16.6 16.7 16.2 15.7 15.8 15.9 15.8 15.9 16.2 16.3 16.4 15.1 15.1 15.2 16.7 16.7 16.5 16.6 16.1 16.5 16.3 16.0 16.8 17.8 18.5 19.2 GUARD RAIL GUARD RAIL CROSSWALK CURB GUTTER CURB & CURB CURB POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7339-017-914 A.P.N. 7339-017-916 2 2 6 6 1 1 6 6 2 2 6 6 3 3 1 1 6 6 3 3 1 1 6 6 2 2 6 6 5 5 7 3 1 1 6 6 7 3 1 1 6 6 1 1 6 6 7 7 7 7 7 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 0AT&+LINESEES+EET& 6 C2.4 SCALE: KEY MAP N.T.S. 0AT&+LINESEELEFT%ELO:
0AT&+LINESEERIG+TA%O9E
0AT&+LINESEES+EET& AVALON BOULEVARD ℄
ELSMERE DRIVE ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.4 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 of 15 20 20 18 19 20 20 18 19 19 19 19 19 20 20 19 20 20 20 20 21 21 21 21 21 PLANTER PLANTER PLANTER PLANTER UTILITY BOX UTILITY BOX UTILITY BOX PLANTER 19.5 19.8 20.1 20.3 20.3 20.1 18.4 18.7 18.8 19.0 19.1 19.1 19.2 19.9 20.4 21.0 21.4 21.4 20.6 20.6 20.1 18.0 18.0 17.9 18.8 19.2 19.7 19.9 20.2 20.4 20.2 20.0 19.7 19.4 19.6 19.9 20.2 20.3 19.2 19.0 18.7 18.7 18.4 18.6 18.6 18.8 17.7 18.9 18.3 19.7 19.8 20.9 21.2 21.4 20.5 20.6 GUARD RAIL GUARD RAIL CURB CURBPOWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7339-017-914 A.P.N. 7339-017-916 1 1 6 6 3 7 3 7 3 7 3 7 7 7 7 7 21 22 22 21 20 21 22 21 21 21 22 22 22 22 22 22 22 22 23 23 22 23 23 23 23 23 22 23 PLANTER UTILITY BOX VALVE COVER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER 21.3 21.4 21.7 21.7 21.8 21.9 22.1 22.2 20.3 20.2 20.5 20.6 20.9 20.9 21.0 21.7 22.0 22.7 22.9 22.6 23.2 22.8 22.5 22.1 23.0 20.0 20.5 20.9 20.5 20.8 22.3 22.0 22.2 21.7 21.7 21.4 21.6 21.8 21.8 21.9 20.1 20.4 20.6 20.5 20.6 20.6 20.7 20.5 21.9 21.8 22.6 22.2 23.2 22.7 23.1 23.0 21.2 21.3 21.6 22.3 21.4 21.7 CURB CURB CURB CURB POWER TOWER CONCRETE WALL TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7338-002-276 A.P.N. 7338-002-905 1 1 6 6 3 3 1 1 6 6 3 3 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 1 1 6 6 7 3 3 3 3 3 1 1 6 6 7 7 7 7 7 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 7 C2.5 0AT&+LINESEES+EET&
0AT&+LINESEELEFT%ELO:
0AT&+LINESEERIG+TA%O9E
0AT&+LINESEE& SCALE: KEY MAP N.T.S. AVALON BOULEVARD ℄ AVALON BOULEVARD ℄ M.L.K. JR. STREET ℄UNIVERSITY DRIVE ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.5 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 of 15 23 23 23 23 23 23 23 23 23 23 24 24 24 25 25 PLANTER

UTILITY BOX

PLANTER

22.2 22.9

23.0 22.9

23.1 23.1

23.2 23.3

22.8 22.9

22.8 23.7

23.9 24.0

24.1 24.2

24.3 24.3

24.5 24.3

22.4 22.5

23.0 23.0

23.2 23.2

23.5 23.4

23.5 23.7

23.8 23.8

24.1 24.2

24.2 24.3

24.2 23.2

22.3 22.4

22.6 22.8 23.2

23.9 23.6

23.6 23.8

23.8 24.7

23.5 23.7

CROSSWALK
CURB
CURB

VALVE COVER
CURB

CURB TRAFFIC LINE (TYP) TRAFFIC LINE (TYP)
A.P.N. 7338-002-273 1 1 6 6 6 6 1 1 1 1 6 6 1 1 6 6 1 1 6 6 6 6 1 1 1 1 6 6 1 1 6 6 1 1 6 6 7 7 7 7 25 24 24 24 24 25 25 25 25 25 25 25 25 25 25 25 25 PLANTER

PLANTER PLANTER

UTILITY BOX

24.4 24.4

24.3 24.3

24.3 24.6

24.6 24.8

24.9 24.9

24.8 25.1

25.2 24.8

25.0 25.1

24.8 24.9

25.6 24.0

24.2 24.4

24.3 24.7

24.7 24.7

24.6 24.8

24.7 24.8

24.7 24.7 25.2

24.7 24.9

25.1 23.7

23.9 23.7

23.8 24.1

25.2 25.4

24.1 24.3

24.2 24.3

25.5 25.3

25.4 25.3

GUARD RAIL

GUARD RAIL
CURB
CURB
GUTTER
CURB &
GUTTER
CURB &
GUTTER
CURB &
POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7338-002-903 A.P.N. 7338-002-278 1 1 6 6 1 1 6 6 2 2 6 6 2 2 6 6 2 2 6 6 1 1 6 6 3 3 6 6 1 1 1 1 6 6 1 1 6 6 1 2 1 1 6 6 7 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 8 C2.6 0AT&+LINESEES+EET& 0AT&+LINESEERIG+TA%O9E SCALE: KEY MAP N.T.S. 0AT&+LINESEELEFT%ELO: 0AT&+LINESEES+EET& AVALON BOULEVARD ℄ 189TH
STREET ℄ AVALON BOULEVARD ℄
186TH
STREET ℄
LOYOLA AVENUE ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.6 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 2 8 of 15 MH 26 27 28 29 25 26 26 27 28 25 26 26 26 26 26 27 28 28 29 29 PLANTER

PLANTER

PLANTER PLANTER

PLANTER

25.6 25.7

25.5 25.8

25.5 25.5

25.2 25.4

25.5 25.6

25.5 26.0

26.1 26.3

26.5 27.0

27.4 27.8

28.2 25.1

25.1 25.6

25.8 26.0

25.9 26.0

25.9 25.7

25.5 26.2

26.0 26.1

26.5 26.8

27.9 28.7

28.9 29.7

25.5 26.3

25.7 26.4

25.7 25.9

25.9 26.1

27.9 28.6

28.5 GUARD RAIL

GUARD RAIL

CROSSWALK
GUTTER
CURB &
CURB
POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7338-002-903 A.P.N. 7338-002-278 1 1 6 6 3 3 1 1 6 6 2 2 3 7 7 7 7 7 30 35 31 32 33 34 36 37 38 39 30 35 29 31 32 33 34 36 37 38 30 31 32 33 34 35 35 36 37 38 37 39

PLANTER

28.7 29.2

29.5 30.1

30.6 31.1

31.6 32.1

32.7 33.1

33.7 34.2

34.8 35.5

36.2 36.6

37.1 37.9

38.5 29.9

30.6 31.0

31.7 32.2

32.8 33.2

33.7 34.2

34.8 35.2

35.8 35.9

36.2 37.1

37.7 37.7

38.5 39.5

30.9 30.7

31.3 33.9

34.4 33.4

34.8 35.4

35.8 37.9

39.8 GUARD RAIL

GUARD RAIL
GUTTER
CURB &
GUTTER
CURB &
GUTTER
CURB &
GUTTER
CURB &
POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7338-002-903 A.P.N. 7338-002-278 1 1 6 6 2 2 3 3 7 3 3 3 3 7 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 9 C2.7 0AT&+LINESEES+EET& 0AT&+LINESEERIG+TA%O9E SCALE: KEY MAP N.T.S. 0AT&+LINESEELEFT%ELO: 0AT&+LINESEES+EET& AVALON BOULEVARD ℄ AVALON BOULEVARD ℄ 184TH STREET ℄
182ND STREET ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.7 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 9 of 15 40 45 41 42 43 44
46 47 48 40 45 39 41 42
43 44 46 47 40 41 45 42 43 44 45 45 45 46 45 46 46 47 48 48 48 49

PLANTER

PLANTER PLANTER

41.1 41.9

42.3 42.8

43.2 43.8

44.5 45.0

45.6 46.2

46.5 46.8

46.9 47.0

38.9 39.5

40.1 40.7

41.2 41.8

42.3 42.7

42.9 43.5

44.9 45.2

45.1 45.8

46.8 47.0

47.3 48.0

49.1 40.0

40.9 41.7

42.4 42.9

43.5 44.0

44.5 44.6

44.6 45.4

46.1 47.0

47.6 47.2

47.4 47.6

48.0 47.7

48.0 48.3

48.4 39.3

40.2 42.9

44.8 45.2

45.2 44.3

47.6 47.4

47.6 47.8

47.3 46.5

47.2 47.9

48.3 GUARD RAIL

GUARD RAIL

CROSSWALK

CROSSWALK
GUTTER
CURB &
GUTTER
CURB &
CURB
CURB
CURB
CURB
POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7338-002-904 A.P.N. 7338-002-277 A.P.N. 7338-002-904 A.P.N. 7338-002-277 2 2 3 3 3 7 7 7 50 49 48 48 49 49 49 49 49 49 49 50 50 49 50 50 49 50 50 49 PLANTER PLANTER PLANTER

UTILITY BOXES

UTILITY BOX

47.1 47.0

46.9 46.9

47.1 47.2

48.4 47.9

47.5 47.5

47.7 47.6

47.6 47.5

47.9 48.1

48.2 48.1

48.3 48.4

48.6 48.6

48.7 48.8

48.9 47.9

48.6 49.3

49.5 49.6

49.5 48.9

49.0 49.0

49.7 50.0

50.1 50.0

49.9 50.3

49.9 50.1

50.2 50.1

48.5 48.5

48.3 48.3

48.4 48.5

48.6 48.8

49.0 49.1

49.2 49.3

49.4 49.6

49.6 49.6

49.7 49.8

49.9 50.7

49.7 49.5

50.1 47.7

49.2 47.7

49.5 48.1

49.7 50.7

49.8 PLANTER

PLANTER

GUARD RAIL

GUARD RAIL
CURB
CURB
CURB
CURB
POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) A.P.N. 7319-017-907 A.P.N. 7319-017-271 7 3 1 1 3 3 7 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 10 C2.8 0AT&+LINESEES+EET& 0AT&+LINESEERIG+TA%O9E SCALE: KEY MAP N.T.S. 0AT&+LINESEELEFT%ELO: 0AT&+LINESEES+EET&
AVALON BOULEVARD ℄ AVALON BOULEVARD ℄
VICTORIA STREET ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.8 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 10 of 15 51 51 51 50 50 49 49 50 49 50 50 50 50 50 50 51 50 51 50 51 51 BOX

UTILITY
BOX
UTILITY 51 52 52 51 52 52 50

49.0 49.0

49.1 49.2

49.4 49.5

49.6 49.7

49.7 49.8

49.9 49.9

50.0 50.0

50.1 50.2

49.9 49.7

49.5 50.2

50.1 49.8

50.1 50.1

50.5 50.6

50.7 50.8

51.1 51.5

51.7 51.8

51.9 51.7

51.0 51.7

51.4 50.0

50.0 50.0

50.1 50.2

50.2 50.3

50.5 50.5

50.6 50.6

50.7 50.8

50.9 50.9

51.0 50.8

50.5 50.2

51.3 51.8

50.7 50.2

50.3 49.8

50.3 49.7

50.4 50.7

50.8 51.2

51.4 51.3

UTILITY BOX

PLANTER

GUARD RAIL

CROSSWALK

CROSSWALK
GUTTER
CURB &
CURB
CURB
CURB
CURB
GUTTER
CURB &
GUTTER
CURB &
GUTTER
CURB &
POWER TOWER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 6 6 2 2 3 7 7 45 50 46 47 48 49 45 46 47 49 48 51 51 50 50 49 48 49 49 46 47

49.1 48.5

48.0 47.3

47.1 46.1

45.7 45.3

44.9 44.4

51.1 50.3

50.0 49.2

48.4 47.4

47.0 46.2

45.4 44.6

49.8 49.3

48.6 48.0

47.4 46.7

46.2 45.8

45.4 44.7

44.7 47.5

50.3 49.8

47.1 PLANTER

CROSSWALK
GUTTER
CURB &
CURB TRAFFIC LINE (TYP) A.P.N. 7319-017-907 A.P.N. 7319-017-271 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 11 C2.9 0AT&+LINESEES+EET& 0AT&+LINESEERIG+TA%O9E SCALE: KEY MAP N.T.S. 0AT&+LINESEELEFT%ELO:
0AT&+LINESEES+EET& AVALON BOULEVARD ℄ AVALON BOULEVARD ℄ HARBOR VILLAGE GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.9 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 11 of 15

44.4 44.6

44.7 MH 43.6

43.1 42.9 42.8

44.2 43.3 43.4 43.1 43.4 43.8 44.3 44.7 45.0

44.3 43.8 43.3 43.7 44.1 44.5 44.9 45.5 46.1 46.2 46.0 46.0 44.1 44.3 44.6 45.5 46.2 46.7 46.8 46.2 46.6 43.5 44.7 45.6 46.5 46.6 46.4 45.5 43.3

43.4 44.5 45.4 45.9 46.0

46.8 BRIDGE
BRIDGE
DIRT
DIRT

DIRT DIRT
POWER TOWER 43 44 45
44 44 46 43 43 45 44 46 45 44 46 46 46 45 44 ROCK ROCK ROCK ROCK GUARD RAIL GUARD RAIL CROSSWALK CURB CURB PLANTER 91 3 3 3 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 12 C2.10 GRAPHIC SCALE:1"=20' 0' 10' 20' 40' SCALE: KEY MAP N.T.S. 0AT&+LINESEES+EET& GARDENIA FREEWAY AVALON BOULEVARD ℄ ALBERTONI STREET ℄ C2.10 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 12 of 15

24.8 25.1 24.9 24.9 25.1 24.5 24.5 24.4 24.4 24.2 24.2 24.1 24.1 24.6 24.6 24.1 23.9 23.8 23.7 23.7 23.7 23.7 24.5 24.8 24.4 24.5 24.2 24.5 24.7 24.5 24.4 24.3 24.2 24.6 24.3 24.1 23.8 23.7 23.9 24.5 23.8 23.5 23.5 23.5 24 24 24 25 25 CROSSWALK UTILITY BOX UTILITY BOX UTILITY BOXES UTILITY BOX CURB & GUTTER CURB & GUTTER PLANTER PLANTER PLANTER PLANTER CURB & GUTTER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 7 7 7 7 7 MH MH MH 23.8 23.6 24.0 24.0 24.0 23.6 23.9 23.8 23.1 23.7 23.1 23.1 23.0 23.0 23.0 23.0 22.9 22.9 22.9 22.9 22.8 23.0 22.6 22.9 22.5 22.7 22.4 22.6 22.4 22.6 22.2 22.4 22.6 22.3 22.5 22.4 22.3 23.4 23.2 23.2 23.2 23.6 23.4 23.5 23.7 23.6 23.6 23.2 22.8 22.6 22.5 22.6 23 23 23 23 23 24 22 UTILITY BOX UTILITY BOX UTILITY BOX UTILITY BOX UTILITY BOXES CROSSWALK CROSSWALK

CROSSWALK
CROSSWALK CURB & GUTTER CURB & GUTTER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 2 2 6 6 2 2 6 6 7 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 13 C2.11 GRAPHIC SCALE:1"=20' 0' 10' 20' 40' SCALE: KEY MAP N.T.S. 0AT&+LINESEERIG+TA%O9E
0AT&+LINESEELEFT%ELO: 0AT&+LINESEES+EET& CARSON STREET ℄ CARSON STREET ℄ AVALON
BOULEVARD ℄ C2.11 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 2 2 2 2 2 13 of 15 MH MH 22.3 22.1 22.3 22.0 22.9 21.9 22.7 22.0 22.5 21.9 22.4 21.8 22.4 21.6 22.4 21.5 22.4 21.5 22.2 21.4 22.0 21.2 21.8 21.0 21.4 20.9 21.3 20.8 21.3 20.8 21.2 20.8 21.1 20.8 21.1 20.8 21.4 21.4 21.3 21.3 22.2 21.9 21.6 21.2 21.2 20.5 21 22 21 21 21 21 22 22 22 22 22 UTILITY BOX UTILITY BOXESVALVE COVER CROSSWALK CURB & GUTTER CURB & GUTTER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 1 1 2 2 1 1 1 1 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 7 MH MH 21.0 20.9 20.8 20.7 20.7 20.6 20.5 20.5 20.4 20.4 20.2 19.7 19.6 19.4 19.6 19.3 19.5 19.2 19.5 19.0 19.4 19.0 19.3 18.9 19.2 18.8 19.0 18.8 19.0 18.9 18.9 18.8 20.5 20.3 20.2 19.8 19.6 19.6 19.5 19.3 19.2 19.1 19.0 20 19 19 20 19 20 21 21 UTILITY BOX UTILITY BOX UTILITY BOX UTILITY BOXES UTILITY BOX CROSSWALK CURB & GUTTER PLANTER PLANTER TRAFFIC LINE (TYP) 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 2 2 6 6 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 14 C2.12 SCALE: KEY MAP N.T.S. 0AT&+LINESEERIG+TA%O9E
0AT&+LINESEELEFT%ELO: 0AT&+LINESEES+EET&
0AT&+LINESEES+EET& CARSON STREET ℄ CARSON STREET ℄

AVALON BOULEVARD
BONITA STREET ℄ GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.12 SAN DIEGO FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET GARDENA FREEWAY 2 2 2 2 2 2 2 14 of 15

16.9 17.1 17.2 17.0 17.3 17.0 17.3 16.9 17.2 16.9 17.1 16.9 17.3 16.9 17.3 16.8 17.2 17.5 17.2 17.5 17.4 17.5 17.6 16.9 16.7 16.6 16.7 16.8 16.7 17 17 17 17 17 17 18 UTILITY BOX BRIDGE 405 BRIDGE CURB CURB TRAFFIC LINE (TYP) 7 19.0 18.7 19.3 18.6 19.2 18.5 19.2 18.3 19.1 18.3 18.6 18.3 18.4 18.2 18.4 18.1 18.7 18.1 18.6 18.0 18.4 17.9 18.3 17.8 18.2 17.7 18.1 17.7 18.0 17.6 17.9 17.5 17.6 17.5 17.4 17.4 17.3 17.4 17.2 17.3 17.1 17.3 16.9 17.1 18.7 18.6 18.5 18.8 18.7 18.3 18.1 18.3 18.2 18.2 18.2 18.6 17.8 17.7 17.4 17.8 17.6 17.5 17 18 18 18 19 18 18 19 19 UTILITY BOXES UTILITY BOX UTILITY BOXES UTILITY BOX UTILITY BOX UTILITY BOX UTILITY BOX CROSSWALK CURB & GUTTER CURB & GUTTER PLANTER TRAFFIC LINE (TYP) TRAFFIC LINE (TYP) 2 2 6 6 7 7 CONSTRUCTION NOTES CONSTRUCT CURB PER CITY OF CARSON STANDARD DETAIL 108 TYPE B1. CONSTRUCT CURB AND GUTTER PER CITY OF CARSON STANDARD DETAIL 108 TYPE B2. CONSTRUCT STAMPED CONCRETE PAVEMENT PER CITY OF CARSON STANDARD DETAIL 123. USE RANDOM STONE BY BRICKFORM (FM-700S-PRO) FOR STAMP PATTERN. CONSTRUCT CURB CUT PER CITY OF CARSON STANDARD DETAIL 701. CONSTRUCT BARRICADE PER CITY OF CARSON STANDARD DETAIL 400. CONSTRUCT ASPHALT PAVING. REFER TO CITY OF CARSON STANDARD DETAIL 108A. CONSTRUCT NON-STAMPED CONCRETE PAVEMENT. CONSTRUCT NEW LANDSCAPING. REFER TO CORRESPONDING LANDSCAPING DRAWINGS. 12345678 DEMOLITION NOTES REMOVE EXISTING CURB. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING CONCRETE PAVEMENT. REMOVE EXISTING CURB CUT. REMOVE EXISTING DAMAGED PORTIONS OF GUARD RAIL. REMOVE EXISTING ASPHALT PAVEMENT. CLEAR AND GRUB EXISTING PLANTING. REFER TO LANDSCAPING FOR ADDITIONAL INFORMATION. 1234567 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. of 73 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 799-25-001 CIVIL IMPROVEMENT PLANS: CARSON STREET MEDIAN & THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CASF, ELEVATION 157.95 FEET (NAVD 88). AVALON STREET MEDIAN A BID SET 3/4/26 2 ADDENDUM 2 5/18/26 15 C2.13 SCALE: KEY MAP N.T.S. 0AT&+LINESEERIG+TA%O9E 0AT&+LINESEES+EET& 0AT&+LINESEELEFT%ELO: CARSON STREET ℄ CARSON STREET ℄ SAN DIEGO FREEWAY GRAPHIC SCALE:1"=20' 0' 10' 20' 40' C2.13 SAN DIEGO FREEWAY GARDENA FREEWAY AVALON BOULEVARD AVALON BOULEVARD CARSON STREET 2 2 2 2 2 2 2 15 of 15
E-0.1

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26

1. THE DRAWINGS DESCRIBE THE SYSTEMS. FURNISH ALL MATERIAL AND DO ALL WORK REQUIRED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. FURNISH AND INSTALL ALL NEW MATERIAL AND EQUIPMENT AS REQUIRED TO PRODUCE A COMPLETE OPERATING SYSTEM.

2. FOR THE PURPOSE OF CLARITY AND LEGIBILITY, THE ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE.

THE CONTRACTOR SHALL VERIFY ALL CONDITIONS.

3. THE SYMBOLS DESIGNATING CONDUIT SIZES AND QUANTITIES OF BRANCH CIRCUIT WIRING DO NOT INCLUDE THE EQUIPMENT GROUNDING CONDUCTOR REQUIRED. INSTALL REQUIRED EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS, SIZE PER CEC 250-122, EQUIPMENT GROUNDING CONDUCTOR SHALL BE GREEN.

4. BEFORE STARTING REPAIR WORK, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST.

5. CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL PREMIUM TIME COSTS REQUIRED SHALL BE INCLUDED IN HIS BID. IF CONTRACTOR PROPOSES TO SUBSTITUTE FOR EQUIPMENT SPECIFIED, HE SHALL SUBMIT HIS REQUEST FOR CONSIDERATION TO THE OWNER AND ENGINEER PRIOR TO THE BID, IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALLBE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY CHANGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICH MAY AFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OF OTHER CONTRACTORS.

6. PROVIDE AND INSTALL ALL MATERIALS IN CONFORMANCE WITH THE CALIFORNIA ELECTRICAL CODE, CEC 2025 AND LOCAL AUTHORITIES HAVING JURISDICTION. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE MANUFACTURER'S RECOMMENDATIONS.

7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS LABEL (UL) AND BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.8. CONDUITS PENETRATING INTERIOR WALLS SHALL BE SEALED IN AN APPROVED MANNER.9. EQUIPMENT GROUNDING CONDUCTOR SHALL BE GREEN.

10. ALL DEVICES INSTALLED OUTSIDE OR SUBJECT TO WATER SPRAY SHALL BE APPROVED FOR WET LOCATION. ALL DEVICES SUBJECT TO VAPORS, STEAM AND MOISTURE SHALL BE APPROVED FOR DAMP LOCATION. FOR WALL MOUNTED OUTLETS EXACT LOCATION AND MOUNTING HEIGHTS, REFER TO ARCHITECTURAL DRAWINGS INTERIOR ELEVATIONS IF PROVIDED.

11. PROVIDE NAMEPLATES FOR ALL PANELBOARDS, DISTRIBUTION BOARDS, DISCONNECTS TRANSFORMERS, MOTOR STARTERS, TERMINAL CABINETS AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS. NAMEPLATES SHALL BE LAMINATED BLACK AND WHITE BAKELITE WITH CHARACTERS CUT THROUGH THE BLACK BAKELITE (3/16" HIGH LETTERS). ATTACH TO EQUIPMENT WITH SCREWS.

12. BUILDING GROUNDING SYSTEM NOT EXCEED EARTH RESISTANCE OF 5 OHMS.13. IN ADDITION TO JUNCTION BOXES INDICATED ON DRAWINGS, INSTALL JUNCTION BOXES AND PULL BOXES FOR CABLE SPLICES, CABLE PULLING AND CONNECTIONS NECESSARY FOR THE INSTALLATION OF A COMPLETE OPERATING SYSTEM. JUNCTION BOXES AND PULL BOXES SHALL BE ACCESSIBLE. LABEL JUNCTION BOXES AND PULL BOXES WITH APPROPRIATE DESIGNATION, MAXIMUM (3) 90° BENDS.

14. INSTALLATION OF 600 VOLTS CONDUCTORS, SHALL BE CONTINUOUS BETWEEN OUTLETS OR JUNCTION BOXES. MAKE SPLICES IN OUTLET BOXES, PULLBOXES, GUTTERS AND/OR PANELBOARD. DO NOT SPLICE PANELBOARD FEEDERS UNLESS OTHERWISE NOTED.

15. ALL NEW EXPOSED CONDUITS SHALL BE RIGID METAL CONDUITS UNLESS OTHERWISE NOTED AND PAINTED TO MATCH THE EXTERIOR ARCHITECTURAL WALL FINISHES. EQUIPMENT GROUNDING CONDUCTOR SIZE PER CEC 2022 TABLE 250-122.

16. PAINT ALL NEW EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTINGS TO MATCH ADJACENT FINISHES. EXPOSED CONDUIT RUNS SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE CEILING.

17. UNLESS OTHERWISE NOTED PROVIDE COPPER CONDUCTORS, MINIMUM SIZE #12 AWG. PROVIDE SOLID CONDUCTORS #10 AWG AND SMALLER UNLESS OTHERWISE NOTED. PROVIDE STRANDED CONDUCTORS #8 AWG AND LARGER UNLESS OTHERWISE NOTED. USE CONDUCTORS WITH THHN/THWN 600 VOLTS INSULATION FOR SIZES #6 AWG AND SMALLER, UNLESS OTHERWISE NOTED.CONDUCTORS #4 AWG AND LARGER SHALL BE THW INSULATION, UNLESS OTHERWISE NOTED.

18. DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL UNBROKEN CARTON OR REEL, PROPERLY TAGGED WITH U.L. LABEL, SIZE, MANUFACTURER'S TRADE NAME AND THE DATE MANUFACTURED.19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN WORK AREA CLEAR OF DEBRIS ON DAILY BASIS DURING CONSTRUCTION.

TERMS AND ABBREVIATIONS

ABBREVIATION DESCRIPTION

CB CIRCUIT BREAKER
C.O. CONDUIT ONLY
EQUIP. EQUIPMENT
(E) EXISTING
EXT. EXTERIOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND
(N) NEW
N.T.S. NOT TO SCALE

PROVIDE INDICATED ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL

PB PULLBOX

REQ'D REQUIRED
TYP. TYPICAL
X

WHEN SHOWN ADJACENT TO LIGHTING FIXTURE OR

OUTLET SYMBOL OR IN CONDUIT RUN INDICATES
EXISTING TO REMAIN.

WHEN SHOWN ADJACENT TO LIGHTING FIXTURE OR

OUTLET SYMBOL OR IN CONDUIT RUN INDICATES
EXISTING TO REMOVED. PROVIDE BLANK COVER PLATES
AND PATCH EXISTING WALLS TO MATCH EXISTING.

1. CODES AND PERMITS: ALL ELECTRICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES, INCLUDING CALIFORNIA TITLE 24. CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING PARTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR):

TITLE 24, PART 2, CCR (2025 CALIFORNIA BUILDING CODE W/AMENDMENTS)TITLE 24, PART 3, CCR (2025 CALIFORNIA ELECTRICAL CODE W/AMENDMENTS)TITLE 24, PART 4, CCR (2025 CALIFORNIA MECHANICAL CODE W/AMENDMENTS)TITLE 24, PART 5, CCR (2025 CALIFORNIA PLUMBING CODE W/AMENDMENTS)TITLE 24, PART 9, CCR (2025 CALIFORNIA FIRE CODE W/AMENDMENTS) CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS & INSPECTIONS.

2. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS.

4. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING OR SITE. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST.

5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL AND BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.

6. SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES, SPACES, ETC.

A. WHENEVER CONDUITS PENETRATE A PERIMETER WALL, IT IS TO BE SEALED IN AN APPROVED MANNER.

7. ALL ELECTRICAL OUTLETS AND DEVICES INSTALLED OUTSIDE OR SUBJECT TO WATER SPRAY SHALL BE APPROVED FOR WET LOCATION. ALL DEVICES SUBJECT TO VAPORS, STEAM AND MOISTURE SHALL BE APPROVED FOR DAMP LOCATION. FOR WALL MOUNTED OUTLETS EXACT LOCATION AND MOUNTING HEIGHTS, REFER TO ARCHITECTURAL DRAWINGS INTERIOR ELEVATIONS IF PROVIDED.

8. CUTTING AND PATCHING
A. THIS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF EXISTING WALLS AND CEILINGS FOR INSTALLATION OF CONDUIT AND/OR WIRING DEVICES. PAINTING SHALL BE UNDER WORK SPECIFIED ELSEWHERE AND PERFORMED AS REQUIRED TO RESTORE SURFACES TO ORIGINAL CONDITION.

9. CLEAN-UP
A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN WORK AREA CLEAR OF DEBRIS ON DAILY BASIS DURING CONSTRUCTION.

B. UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL REMOVE FROM THE JOBSITE ALL DEBRIS AND UNUSED MATERIALS, TOOLS AND EQUIPMENT RESULTING FROM THIS WORK.

C. ALL ELECTRICAL DEBRIS SHALL BE REMOVED FROM THE JOB SITE. ALL ELECTRICAL EQUIPMENT, DEVICES, MATERIALS AND INSTALLATIONS SHALL BE CLEANED. PATCHING, REPAIRING AND PAINTING SHALL BE DONE PRIOR TO THE CONTRACTOR CALLING FOR FINAL INSPECTION OR FINAL PAYMENT. IT SHALL BE UP TO THE CONTRACTOR CALLING FOR FINAL INSPECTION OR FINAL PAYMENT. IT SHALL BE UP TO THE ARCHITECT/OWNER TO DETERMINE IF THE PRIOR INDICATED ITEMS HAVE BEEN COMPLETED.

10. GROUNDING: ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEMS SHALL BE GROUNDED IN STRICT COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND ALL STATE AND LOCAL CODE.

A GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL NEW BRANCH CIRCUIT WRITING.

GENERAL NOTES ELECTRICAL SYMBOLS LEGEND
(APPLIES TO ALL ELECTRICAL AND DEMOLITION SHEETS)

SYMBOL DESCRIPTION
JUNCTION BOX, CEILING MOUNTED (SIZE PER NEC. U.O.N) @HT. AS INDICATED ON PLAN. 110V UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES SIZE TO ACCOMMODATE QUANTITIES OF WIRES PER NEC SECTION 314.16 AND TABLE 314.16 (A) 5" BOX 4 11/16"SQ X 2 1/8"D BOX.

CONDUIT RUN IN OR BELOW FLOOR SLAB OR UNDERGROUND - 3/4" C. MINIMUMCONDUIT RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING - 1/2" C.CONDUIT RUN EXPOSED

EMERGENCY CONDUIT RUN
#10
HASH MARKS INDICATES THE QUANTITY OF CONDUCTORS REQUIRED. NO HASH MARKS INDICATES 2 #12 AWG. CONDUCTORS LARGER THAN SIZE #12 AWG ARE INDICATED NEXT TO HASH MARKS

INDICATE HOMERUN TO DESIGNATED PANEL BOARD, SWITCH GEAR, OR SIGNAL CABINET WHEN SHOWN INDICATE THE FOLLOWING:

BRANCH CIRCUIT NUMBERSHOUSE PANEL OR DISTRIBUTION PANEL INDICATES REFERENCE TO PANELBOARD "P1A"

ELECTRICAL FEEDER DESIGNATIONREFERENCE NOTE DESIGNATION J
X X
E
#10
#8#10
3#10, 1/2"C. 5#10, 3/4"C. 7#10, 1"C. 2#10, 1/2"C. 4#10, 1/2"C. 6#10, 3/4"C. 3#12, 1/2"C. 5#12, 3/4"C. 7#12, 3/4"C. 2#12, 1/2"C. 4#12, 1/2"C. 6#12, 3/4"C.

WIRE SIZE OTHER THAN #12, #10 OR #8 IS NOTED ON EACH CONDUIT RUN WITHSIZE OF CONDUIT (I.E., 3#6 - 1"C.) - SEE GENERAL NOTE #1. 2#8, 3/4"C. 3#8, 3/4"C. 4#8, 1"C.
#10
#8#10
#10
#8#10

CONDUIT AND CONDUCTOR'S SIZES
MINIMUM CONDUIT SIZE 12 AWG. 10 AWG. 8 AWG.

ONE-HALF INCH 1 TO 4 1 TO 4 - THREE-QUARTER INCH 5 TO 8 5 TO 6 1 TO 3ONE INCH 9 TO 13 7 TO 11 4 TO 5 HA-1,2,5
P1A
2A. ELECTRICAL NOTES

1. THE LANDSCAPE IMPROVEMENT PLANS: CARSON STREET MEDIAN AND AVALON STREET MEDIAN IS LOCATED AT CITY OF CARSON.

2. PROVIDE POWER TO LIGHTING CONNECTED TO THE PEDESTAL METER/PANEL.

SCOPE OF WORK

ELECTRICAL SHEET INDEX
SHEET NO. SHEET TITLE CURRENT ISSUE
E-0.1 ELECTRICAL GENERAL NOTES, SYMBOLS LEGEND & SHEET INDEX BID SET E-0.2 ELECTRICAL SPECIFICATIONS BID SET
E-1.1 ELECTRICAL STREET LIGHTING PLAN - SHEET ONE BID SET E-1.2 ELECTRICAL STREET LIGHTING PLAN - SHEET TWO BID SETE-1.3 ELECTRICAL STREET LIGHTING PLAN - SHEET THREE BID SETE-1.4 ELECTRICAL STREET LIGHTING PLAN - SHEET FOUR BID SETE-1.5 ELECTRICAL STREET LIGHTING PLAN - SHEET FIVE BID SETE-1.6 ELECTRICAL STREET LIGHTING PLAN - SHEET SIX BID SETE-1.7 ELECTRICAL STREET LIGHTING PLAN - SHEET SEVEN BID SETE-1.8 ELECTRICAL STREET LIGHTING PLAN - SHEET EIGHT BID SETE-1.9 ELECTRICAL STREET LIGHTING PLAN - SHEET NINE BID SET E-1.10 ELECTRICAL STREET LIGHTING PLAN - SHEET TEN BID SET E-1.11 ELECTRICAL STREET LIGHTING PLAN - SHEET ELEVEN BID SET E-1.12 ELECTRICAL STREET LIGHTING PLAN - SHEET TWEELVE BID SETE-1.13 ELECTRICAL STREET LIGHTING PLAN - SHEET THIRTEEN BID SETE-1.14 ELECTRICAL STREET LIGHTING PLAN - SHEET FOURTEEN BID SETE-4.10 ELECTRICAL SINGLE LINE DIAGRAM BID SETE-4.20 ELECTRICAL PANEL SCHEDULES BID SETE-5.00 ELECTRICAL DETAILS BID SET 1 I HEREBY DECLARE THAT I AM THE (ENGINEER) OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER

THE DESIGN OF THE PROJECT AS DEFINED IN THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARSON IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS AN ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THESE IMPROVEMENTS.

Name of (Engineer) : License Number, Date : Firm Name (Engineer) : Address : Phone Number : Fax Number : Email Address : DECLARATION OF RESPONSIBLE CHARGE Signature Desmond Mahony E20642 Breen Design Group 3825 Del Amo Blvd., Torrance, CA 90503 (310) 464-8404 (310) 464-8408 [email protected] E-0.2

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26

2. CODES AND PERMITS: ALL ELECTRICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO 2025 CITY CODES INCLUDING CALIFORNIA TITLE 24. CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING PARTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR):

TITLE 24, PART 2, CCR (2025 CALIFORNIA BUILDING CODE) TITLE 24, PART 3, CCR (2025 CALIFORNIA ELECTRICAL CODE)TITLE 24, PART 4, CCR (2025 CALIFORNIA MECHANICAL CODE)TITLE 24, PART 5, CCR (2025 CALIFORNIA PLUMBING CODE)TITLE 24, PART 9, CCR (2025 CALIFORNIA FIRE CODE) CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS & INSPECTIONS.

3. PROVIDE AND INSTALL ALL MATERIALS IN CONFORMANCE WITH 2025 CALIFORNIA ELECTRICAL CODE (BASED ON 2023 NEC) WITH THE LOCAL CITY AMENDMENTS, ORDINANCES AND LOCAL AUTHORITIES HAVING JURISDICTION. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE MANUFACTURER'S RECOMMENDATIONS.

4. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS.

5. THE SYMBOLS DESIGNATING CONDUIT SIZES AND QUANTITIES OF BRANCH CIRCUIT WIRING DO NOT INCLUDE THE EQUIPMENT GROUNDING CONDUCTOR REQUIRED. INSTALL REQUIRED EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS, SIZE PER CEC 250-122, EQUIPMENT GROUNDING CONDUCTOR SHALL BE GREEN.

6. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK,THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST.

7. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION, EXACT EQUIPMENT LOCATION, MOUNTING HEIGHTS, MOUNTING REQUIREMENTS AND MAKE ALL FINAL ELECTRICAL CONNECTIONS TO ALL ELECTRICAL EQUIPMENT AS REQUIRED.

8. LOCATIONS OF CEILING MOUNTED DEVICES SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER THOSE SHOWN ON THE ELECTRICAL DRAWINGS. CONTRACTOR TO COORDINATE WITH OTHER TRADES FOR ADDITIONAL INFORMATION, EQUIPMENT LOCATION, MOUNTING HEIGHTS, MOUNTING REQUIREMENTS AND MAKE FINAL CONNECTIONS TO ALL ELECTRICAL EQUIPMENT.

9. CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL PREMIUM TIME COSTS REQUIRED SHALL BE INCLUDED IN HIS BID. IF CONTRACTOR PROPOSES TO SUBSTITUTE FOR EQUIPMENT SPECIFIED, HE SHALL SUBMIT HIS REQUEST FOR CONSIDERATION TO THE OWNER AND ENGINEER PRIOR TO THE BID, IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THEREQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR

ANY CHANGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICH MAY AFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OF OTHER CONTRACTORS.

10. CONTRACTOR TO PROVIDE TEMPORARY ELECTRICAL SERVICE SUITABLE TO CONDUCT CONSTRUCTION WORK.11. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHTING FIXTURES, SMOKE DETECTORS AND FIRE ALARM DEVICES.

12. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS LABEL (UL) AND BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.

13. ANY SUBSTITUTIONS OF SPECIFIED MATERIALS REQUIRE WRITTEN NOTIFICATION BY THE CONTRACTOR AND FORMAL APPROVAL BY OWNER REPRESENTATIVE AND/OR THE ENGINEER.

14. SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENT PENETRATING INTO FIRE RATEDENVELOPES, SPACES, ETC.

15. WHENEVER CONDUITS PENETRATE A PERIMETER WALL, IT IS TO BE SEALED IN AN APPROVED MANNER.16. PROVIDE AN ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND ALL FIXTURES AND EQUIPMENT INSTALLED IN OR PENETRATING THROUGH FIRE RATED SEPARATIONS.

17. OUTLET BOXES AND PANELS INSTALLED IN FIRE RATED WALLS AND CEILINGS SHALL NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL OR CEILING AREA. INDIVIDUAL OUTLET BOXES OR FIXTURES SHALL BE STEEL AND NOT GREATER THAN16 SQUARE INCHES.

18. ALL ROOF PENETRATIONS SHALL BE THROUGH ROOF CURB.19. ISOLATED EQUIPMENT GROUNDING CONDUCTOR INSULATION SHALL BE GREEN WITH A YELLOW STRIPE. EQUIPMENT GROUNDING CONDUCTOR SHALL BE GREEN.

20. ALL DEVICES INSTALLED OUTSIDE OR SUBJECT TO WATER SPRAY SHALL BE APPROVED FOR WET LOCATION. ALL DEVICES SUBJECT TO VAPORS, STEAM AND MOISTURE SHALL BE APPROVED FOR DAMP LOCATION. FOR WALL MOUNTED OUTLETS EXACT LOCATION AND MOUNTING HEIGHTS, REFER TO ARCHITECTURAL DRAWINGS INTERIOR ELEVATIONS IF PROVIDED.

21. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITHIN 6 FEET OF A SINK OR ANY AREA SUBJECT TO WATER SPRAY.22. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITH WEATHERPROOF COVER ON ROOF WITHIN 25 FEET OF "HVAC" EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT SUPPORT.

23. SWITCHES AND RECEPTACLES SHALL BE 20 AMP SPECIFICATION GRADE (HUBBELL #5362 AND #1221 OR EQUAL). SPECIAL RECEPTACLES SHALL MATCH EQUIPMENT SERVED.

24. GENERAL DUPLEX CONVENIENCE OUTLETS SHALL BE WHITE COLOR FACEPLATE.

25. DUPLEX CONVENIENCE WITH ISOLATED GROUND TYPE SHALL BE WHITE WITH ORANGE TRIANGLE MARKING.26. RECEPTACLES ON EMERGENCY POWER SHALL BE COLOR RED.27. RECEPTACLE COVER PLATES SHALL BE LABELED WITH A LABEL MAKER SHOWING PANEL NAME AND CIRCUIT NUMBER.28. ALL LIGHT FIXTURES SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL NECESSARY HARDWARE, FITTINGS LAMPS AND BALLAST. BALLASTS HARMONICS MAY NOT EXCEED THE TOTAL HARMONIC DISTORTION ALLOWABLE BY THE LOCAL ELECTRICALUTILITY COMPANY LAMPS SHALL HAVE A CRI RATING OF 80 OR HIGHER. BALLASTS AND FIXTURES SHALL BE C.E.C. CERTIFIED.

29. PROVIDE SUPPORT FOR ALL LIGHTING FIXTURES AND ALL ELECTRICAL EQUIPMENT TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE CURRENT CALIFORNIA BUILDING AND ELECTRICAL CODES AND LOCAL AUTHORITIES.

30. PROVIDE PENDANT MOUNTED LIGHTING FIXTURES WITH STEMS OF SUFFICIENT LENGTH TO CLEAR PIPING AND VENTILATING DUCTS. COORDINATE LOCATION OF LIGHTING FIXTURES WITH DUCTS, PIPING AND EQUIPMENT PRIOR TO INSTALLATION OF CONDUITS AND LIGHTING FIXTURES.

31. FUSES FOR MOTOR PROTECTION SHALL BE PER NAMEPLATE RATING OF EQUIPMENT SPECIFIED.MANUAL MOTOR STARTERS FOR FRACTIONAL HORSEPOWER MOTORS SHALL BE SQUARE 'D' WITH OVERLOAD PROTECTION. PROVIDE OVERLOAD PROTECTION IN EACH PHASE FOR THREE PHASE MOTORS.

32. PROVIDE NAMEPLATES FOR ALL PANELBOARDS, DISTRIBUTION BOARDS, DISCONNECTS TRANSFORMERS, MOTOR STARTERS, TERMINAL CABINETS AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS.

33. BUILDING SERVICE ENTRANCE GROUNDING SYSTEM NOT EXCEED EARTH RESISTANCE OF 25 OHMS.34. PROVIDE ALL ROUGH-IN WORK AND MAKE FINAL CONNECTIONS REQUIRED TO ALL EQUIPMENT. VERIFY EXACT POINT OF CONNECTION AND TYPE OF RECEPTACLES REQUIRED WITH RESPECTIVE EQUIPMENT SUPPLIER.

35. IN ADDITION TO JUNCTION BOXES INDICATED ON DRAWINGS, INSTALL JUNCTION BOXES AND PULL BOXES FOR CABLE SPLICES, CABLE PULLING AND CONNECTIONS NECESSARY FOR THE INSTALLATION OF A COMPLETE OPERATING SYSTEM. JUNCTION BOXES AND PULL BOXES SHALL BE ACCESSIBLE. LABEL JUNCTION BOXES AND PULL BOXES WITH APPROPRIATE DESIGNATION, MAXIMUM (3) 90° BENDS.

36. INSTALLATION OF 600 VOLTS CONDUCTORS, SHALL BE CONTINUOUS BETWEEN OUTLETS OR JUNCTION BOXES. MAKE SPLICES IN OUTLET BOXES, PULLBOXES, GUTTERS AND/OR PANELBOARD. DO NOT SPLICE PANELBOARD FEEDERS.

37. MAIN FEEDER CONDUITS SHALL BE RIGID METAL CONDUITS/ELECTRICAL METALLIC TUBING UNLESS OTHERWISE NOTED. STEEL

FLEXIBLE CONDUITS FOR SHORT EQUIPMENT CONNECTIONS, EQUIPMENT CONNECTIONS SUBJECT TO VIBRATIONS AND

EQUIPMENT LOCATED OUTSIDE OR SUBJECT TO WATER SPRAY MAKE CONNECTIONS WITH LIQUID-TIGHT CONDUIT AND WEATHERPROOF COMPONENTS, LENGTH IS LIMITED TO SIX FEET, PROVIDE EQUIPMENT GROUNDING CONDUCTOR SIZE PER 2025 CEC TABLE 250-122.

38. PAINT ALL NEW EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTINGS TO MATCH ADJACENT FINISHES.

EXPOSED CONDUIT RUNS SHALL BE INSTALLED AS CLOSED AS POSSIBLE TO THE CEILING.

39. CONDUIT STUBBED-OUTS AND CONDUIT STUBBED-UPS SHALL BE PROVIDED WITH BUSHING ON ENDS.

40. PROVIDE PULL STRING IN EMPTY CONDUITS INSTALLED AS PART OF THIS PROJECT.41. UNLESS OTHERWISE NOTED PROVIDE COPPER CONDUCTORS, MINIMUM SIZE #12 AWG. PROVIDE SOLID CONDUCTORS #10 AWG AND SMALLER UNLESS OTHERWISE NOTED. PROVIDE STRANDED CONDUCTORS #8 AWG AND LARGER UNLESS OTHERWISE NOTED.

USE CONDUCTORS WITH THHN/THWN 600 VOLTS INSULATION FOR SIZES #6 AWG AND SMALLER, UNLESS OTHERWISE NOTED.

CONDUCTORS #4 AWG AND LARGER SHALL BE THHW INSULATION, UNLESS OTHERWISE NOTED.

42. DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL UNBROKEN CARTON OR REEL, PROPERLY TAGGED WITH U.L. LABEL, SIZE, MANUFACTURER'S TRADE NAME AND THE DATE MANUFACTURED.

43. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN WORK AREA CLEAR OF DEBRIS ON DAILY BASIS DURING CONSTRUCTION.

44. ALL UTILITIES HOOKUPS REQUIRED DURING OFF HOURS WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST.45. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN DEDICATED

WORKING SPACE OF EQUIPMENT, INCLUDING THE DEDICATED SPACE BETWEEN THE TOP OF EQUIPMENT TO THE STRUCTURAL CEILING ABOVE. ALL FOREIGN INSTALLATION WITHIN THE SPACE (I.E. FIRE SPRINKLER, ETC) SHALL BE INSTALLED IN ACCORDANCE WITH CEC 2025 11026(F)(1)(c).

46. IDENTIFY DATA & COMMUNICATION PULL ROPE OR CABLE AT BOTH ENDS DESIGNATING OPPOSITE TERMINATIONS.47. USE PLASTIC COATED SELF-STICKING MARKERS SUCH AS THOMAS & BETTS E-Z CODE FOR IDENTIFICATION OF CONDUCTORS AND METAL EDGE BANDED PAPER TAGS ON PULL ROPES.

48. PROVIDE A TYPE WRITTEN PANELBOARD DIRECTORY.49. FIRE ALARM SYSTEM SHALL BE DESIGN BUILD. DEFERRED APPROVAL.

50. ALL RECEPTACLES SHALL BE INSTALLED WITH GROUND PLUG UP.51. ELECTRICAL OUTLETS WITHIN THE ACCESSIBLE UNITS SHALL BE INSTALLED PER THE FOLLOWING REQUIREMENTS:

A. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLETBOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM.

B. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES FROM THE WALL BENEATH THE RECEPTACLE.

C. RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE

RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.

D. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT.E. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS.F. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO MINIMUM HEIGHT REQUIREMENTS.

53. CONTROLS OR SWITCHES WITHIN THE ACCESSIBLE UNITS SHALL BE INSTALLED PER THE FOLLOWING REQUIREMENTS:

A. CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING

AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM.

B. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION FOR EXAMPLE, A KITCHEN BASE CABINET), SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES FROM THE WALL BENEATH A SWITCH OR CONTROL.

C. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT

COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.

54. ELECTRICAL EQUIPMENT SHALL BE LISTED BY A LOCAL CITY RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY.

55. ELEVATOR INSTALLATIONS AND OPERATIONS IN HIGH-RISE BUILDINGS SHALL COMPLY WITH CHAPTER 30 OF THE BUILDING CODE.56. MC CABLES SHALL BE INSTALLED AND USED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 330 OF THE N.E.C.57. ALL EQUIPMENT AND DEVICES INSTALLED OUTDOOR SHALL BE WEATHERPROOF AND IN NEMA ENCLOSURE.58. ALL 120 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC 406.12.59. PROVIDE ILLUMINATED EXIT SIGNS PER 2025 C.B.C. (MAXIMUM SPACING IS 100 FT AND VISIBLE FROM ALL AREAS).60. PROVIDE WEATHERPROOF GFCI OUTLET AT EACH BALCONY ON A DEDICATED CIRCUIT.61. THESE ARE ENGINEERED PLANS TO ILLUSTRATE GENERAL INSTALLATION REQUIREMENTS FOR THE COMPONENTS CONTAINED HEREIN. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THEIR OWN SHOP DRAWINGS FOR THE REVIEW AND APPROVAL BY THEELECTRICAL ENGINEER PRIOR TO INSTALLATION. THE SHOP DRAWINGS SHALL CLEARLY IDENTIFY ALL MEANS AND METHODS OF THE SPECIFIC INSTALLATION REQUIREMENTS FOR ALL COMPONENTS INCLUDING COORDINATION WITH OTHER TRADES.

62. SHOP DRAWINGS AND SUBMITTALS:

A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND DEVICES TO BE PROVIDED IN THE PROJECT FOR ENGINEER'S REVIEW AND APPROVAL. SELECTED EQUIPMENT SHALL BE MARKED-UP IN THE CUT SHEETS INDICATING THEELECTRICAL SPECIFICATIONS/REQUIREMENT (I.E. VOLTAGE, AMPS, FLA, HP) AND ALL OTHER OPTIONS.

B. CONTRACTOR SHALL PROVIDE A WRITTEN STATEMENT THAT HE/SHE HAS READ AND UNDERSTAND THE DOCUMENTS BEING SUBMITTED.

63. THE CONTRACTOR SHALL ANTICIPATE THE NORMAL SHRINKAGE OF THE WOOD FRAMING BOTH DURING CONSTRUCTION AND FOR A PERIOD OF TIME THEREAFTER. IN ORDER TO PREVENT DAMAGE DUE TO SUCH SHRINKAGE, THE FOLLOWING MEASURES SHALL BE

TAKEN DURING INSTALLATION OF PLUMBING LINES, GAS LINES AND OTHER ELEMENTS WHICH WOULD BE ADVERSELY AFFECTED BY SHRINKAGE.

A. RAFTERS, JOISTS AND PLATES SHALL BE "S" DRY MATERIAL THROUGHOUT.

B. PROVIDE SWING JOISTS ON BRANCHES CONNECTING TO RISERS.

C. VALVES CONNECTING TO RISERS SHALL BE OF COPPER TUBING INSTALLED SO AS TO PERMIT MOVEMENT OF THE STRUCTURE.

D. WHERE PLASTER, DRYWALL OR TILE IS INSTALLED AROUND HORIZONTAL PIPING PROVIDE FOR MOVEMENT BY PROVIDING CLEAR SPACE TO PIPE LINES TO PERMIT DOWNWARD MOVEMENT OF STRUCTURE.

E. VENTS SHALL BE INSTALLED WITH DOUBLE FLASHING WHICH WILL PERMIT MOVEMENT WITHOUT COMPROMISING WATER TIGHTNESS OF INSTALLATION.

F. PROVIDE HORIZONTAL SCREEDS IN STUCCO AT ELEVATION OF TOP OF FLOOR JOISTS AT SECOND, THIRD AND FOURTH FLOORS.

64. AVAILABLE FAULT CURRENT.

A. MARKING. SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH MAXIMUM AVAILABLE FAULT CURRENT.

THE FIELD MARKINGS SHALL INCLUDE THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED ND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED.

B. MODIFICATIONS. WHEN MODIFICATIONS TO THE ELECTRICAL INSTALLATION OCCUR, THAT AFFECT THE MAXIMUM

AVAILABLE FAULT CURRENT AT THE SERVICE, THE MAXIMUM AVAILABLE FAULT CURRENT SHALL BE VERIFIED OR

RECALCULATED AS NECESSARY TO ENSURE THE SERVICE EQUIPMENT INTERRUPTING RATINGS ARE SUFFICIENT FOR THE MAXIMUM AVAILABLE FAULT CURRENT AT THE LINE TERMINALS OF THE EQUIPMENT. THE REQUIRED FIELD MARKINGS IN A. ABOVE SHALL BE ADJUSTED TO REFLECT THE NEW LEVEL OF MAXIMUM AVAILABLE FAULT CURRENT.

PROVIDE FAULT CURRENT CALCULATIONS THAT SHOW UTILITY CONTRIBUTION AND SHOW ON DRAWINGS FIELD MARKINGS.

65. ALL INTERIOR UNDERGROUND CONDUITS SHALL BE UNDER THE SLAB.

66. COMMON GROUNDING ELECTRODE. WHERE AN AC SYSTEM IS CONNECTED TO A GROUNDING ELECTRODE IN OR AT A BUILDING OR

STRUCTURE, THE SAME ELECTRODE SHALL BE USED TO GROUND CONDUCTOR ENCLOSURES AND EQUIPMENT IN OR ON THE BUILDING OR STRUCTURE. WHERE SEPARATE SERVICES, FEEDERS, OR BRANCH CIRCUITS SUPPLY A BUILDING AND ARE REQUIRED TO BE CONNECTED TO A GROUNDING ELECTRODE(S), THE SAME GROUNDING ELECTRODE(S) SHALL BE USED. TWO OR MORE

GROUNDING ELECTRODES THAT ARE BONDED TOGETHER SHALL BE CONSIDERED AS A SINGLE GROUNDING ELECTRODE SYSTEM IN THIS SENSE.

67. ALL UTILITY CONDUCTORS INCLUDING ELECTRICAL SERVICE, TELEPHONE SERVICE, AND CABLE TELEVISION MUST BE PLACED

UNDERGROUND FROM THEIR POINT OF ORIGIN AT THE UTILITY POLE TO THE SERVICES METER OR TERMINATION POINT AT THE STRUCTURE.

68. ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANEL BOARDS, INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, THAT ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, ORMAINTENANCE WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASHHAZARDS. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT.

69. TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION SUBJECT TO SECTION 303.1 PER CGBSC 5.410.4.

A. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT PER CGBSC 5.410.4.2.

B. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM PER CGBSC 5.410.4.3.

C. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES PER CGBSC 5.410.4.4.

D. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS PER CGBSC 5.410.4.5.

E. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY PER CGBSC 5.410.4.5.1. 70. SOUTHERN CALIFORNIA SERVICE REQUIREMENT.

A. COORDINATE WITH SCE FOR ELECTRICAL SERVICE AND METERING IS REQUIRED. FOR CONNECTION,CALL THE SOUTHERN CALIFORNIA EDISON COMPANY, DANIEL HASTERT AT (310) 738-7122. SERVICE CONNECTION,RISE COSTS AND CONTRACTOR TAX SHALL BE PAID BY CONTRACTOR.

ELECTRICAL SPECIFICATIONS NOTES
2 ST
TR TR
MH
MH

AVALON BOULEVARD

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR ST TR TR KA KA KA KA KNKN TR TR TR TR TR KA KA KA KA KA KA KN KN TRTR TR TR ST STTR TR AD AD TR TR TR KN KA KA KA KA KA CH CH TR TR TR TR TR TR TR MH
MH
MH
220TH STREET

AVALON BOULEVARD
ST
ST
TR
TR TR
TR

KA KA KA
KA
KA KA

KA KA KN KN KN TR
TR

TR TR TR
TR

TR TR TR
TR ST
ST
TR
TR TR
TR

KA KA KA
KA KN

TR TRTR
TR TR
TR
ST
ST
TR
TR TR
TR
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.1

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
NN

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.1 1/E-1.1

MATCH LINE MATCH LINE
2/E-1.1 2/E-1.1 MATCH LINE MATCH LINE
1/E-1.2 1/E-1.2
N

ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

CONTRACTOR SHALL DETERMINE BEST METHOD TO ROUTE NEW CONDUIT PVC SCHEDULE 80 THROUGHOUT SCOPE AREA. BORE NEW PVC SCHEDULE 80 CONDUIT(S) IN ALL AREAS WHERE EXISTING STREET SCAPE IS TO REMAIN. TRENCH 30" MINIMUM AND LAY IN NEW PVC SCHEDULE 80 CONDUITS(S) IN ALL AREAS PLANNED WITH NEW PAVING.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR FINAL DIMENSIONED LAYOUTS FOR ALL FIXTURES.

CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINEQUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED ANDSTORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERESALVAGED FIXTURE CAN BE STORED.

ADDITIONAL CONTRACTOR NOTES
PILL BOX LIDS SHALL BE PARMANENTLY ENGRAVED WITH EITHER STREET.LANDSCAPE

LIGHTING-HIGH VOLTAGE AND OR PEDESTRIAN LIGHTING DEPENDING ON CIRCUIT IN EACH BOX AS INDICATED ON DESIGN DRAWING CIRCUITING. FOR BOXES THAT CONTAIN BOTH STREET

LANDSCAPE AND PEDESTRIAN LIGHTING

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERAL
NOTE ON SHEET E0.01.

MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTINGIMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 F3
F3
F3
F3
F1 F1
F2
F2
1 F1
F2
F2
F3
F3
F3
F3
F1
F1
F2
F2 F1
F1
F2
F2
F3
F3
F3
F3
F1
F1
F2
F2
SPECIFIC NOTES:EXISTING METER PEDESTAL #SCE 211010-045253, ADDRESS 401 W. CARSON SHALL BE REMOVED AND REPLACE WITH NEW METER PEDESTAL AT SAME LOCATION. COORDINATE WITH SCE AND DISCONNECT FEEDER FROM EXISTING METER PEDESTAL AND EXISTING FOUNDATION. FURNISH AND INSTALL NEW METER PEDESTAL AND NEW FOUNDATION. COORDINATE WITH SCE AND RECONNECT EXISTING FEEDER TO NEW METER PEDESTAL. COORDINATE WITH CITY OF CARSON AND PLACE (2) ADDRESSES ON NEW METER PEDESTAL, (1) ADDRESS PER METER.

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUNDUPLIGHT (TYP.)
F3 IN GROUNDUPLIGHT (TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
PB

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
PB

GROUND ROD/WELL
METER PEDESTAL MPX1

WITH PANEL MPXA
F1 F1
F2
F2

PB PB PB
PB PB
MPXA-1,3,5
1-1/2"C. 3#8 +1#8 GND.

PB
PB
3 F1 1
1 1 1
1 1
1 1
1 1 1
1 1
3 3 3
3 3
3 3
3 3
3 3
3 3
3 5
5 5
5 5 5
5 5
3 ST
TR TR
AD
MH
MH
MH

DESFORD STREET

AVALON BOULEVARD
ST
ST
TR TR
AD
KN TR

KA KA KA

A TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KN TR TRTRTR TR
TR
TR
TR
KN KN
KN

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR ST ST TR TR KA KA KN TR TR TR ST STTR TRAD AD ST ST TR TR AD AD TRTR TR TR KA KA KA KA KA KA KN KN KN KA KA KA KAKN KN TR KA TR TR CH CH CH TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR
MH
MH
MH
MH
MH
MH

CARSON STREET

AVALON BOULEVARD
ST
ST
TR TR
TR TR
AD
AD

KA KA KA
KA KA

TR TR TR TR TR TR

TR TR TR KN KN

KA KA KA

KA KA KA
KN ST
ST

TR TR AD

AD TR TR
TR TR

KA KA KAKA KA KA
KN ST
ST
TR TR
TR
AD

AD TR TR TR ST

KA KA KA TR TR TR
KA KA
KN

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR KA KA KA KA KA KAKN ST STTR TR AD TR AD TR TR CH TR CH CH CH ST TR TR TR KN TR MH
MH

AVALON BOULEVARD
MH
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.2

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
NN

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.2 1/E-1.2

MATCH LINE MATCH LINE
2/E-1.2 2/E-1.2

MATCH LINE MATCH LINE
1/E-1.3 1/E-1.3

MATCH LINE MATCH LINE
2/E-1.1 2/E-1.1
N
F1 F1
F2
F2
F1
F1
F2
F2
F3
F3
F3
F3
F3
F3 F3
F3
F1
F1
F2
F3 F2
F3
F3
F3 F1
F1
F2
F2
F3
F3
F3
F3
F1
F1
F2
F2
F3
F3 F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1
F1
F2
F2
F3
F3
F3
F3
F1
F1
F2
F2

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S
ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATIONIN FIELD.DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 F1
F1
F2
F2
F3
F3 F3
F3
F1 F1
F2
F2

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
PB
F3 IN GROUND
UPLIGHT (TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUND
UPLIGHT (TYP.)
2 1

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

GROUND ROD/WELL
METER PEDESTAL MPX2

WITH PANEL MPXB
PB
PB
F3 IN GROUNDUPLIGHT (TYP.)

ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

ADDITIONAL CONTRACTOR NOTES
PILL BOX LIDS SHALL BE PARMANENTLY ENGRAVED WITH EITHER STREET.LANDSCAPELIGHTING-HIGH VOLTAGE AND OR PEDESTRIAN LIGHTING DEPENDING ON CIRCUIT IN EACH BOX AS INDICATED ON DESIGN DRAWING CIRCUITING. FOR BOXES THAT CONTAIN BOTH STREET

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXISTING STREET LANDSCAPE LIGHTS THAT ARE INDICATED IN LIGHTER SHADE. CONTRACTOR SHALL REFERENCE CIVIL DRAWINGS TO IDENTIFY LOCATION ANDREQUIREMENTS FOR ANY RELOCATED STREET/LANDSCAPE LIGHTING FIXTURES. 1 2
3 4
5 67
SPECIFIC NOTES:EXISTING METER PEDESTAL #SCE 211010-045253, ADDRESS 401 W. CARSON SHALL BE REMOVED AND REPLACE WITH NEW METER PEDESTAL AT SAME LOCATION. COORDINATE WITH SCE AND DISCONNECT FEEDER FROM EXISTING METER PEDESTAL AND EXISTING FOUNDATION. FURNISH AND INSTALL NEW METER PEDESTAL AND NEW FOUNDATION. COORDINATE WITH SCE AND RECONNECT EXISTING FEEDER TO NEW METER PEDESTAL. COORDINATE WITH CITY OF CARSON AND PLACE (2) ADDRESSES ON NEW METER PEDESTAL, (1) ADDRESS PER METER.

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
PB PB
PB PB

PB PB PB
1 1
1 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
3 3
3 3
3 3
3 3
3 3
3 3 3
3 3
3 3
3 3
5 3 5
5 5
5 5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
55 5
MPXB-1,3,5
1-1/2"C. 3#8 +1#8 GND.
3 4
KA
KN
AD
MH
MH

AVALON BOULEVARD

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTRTRTRTR TR

TR TR TR TR
TR TR
CH
CH
KA
KA
ST KN
ST TR
AD
AD
TR
TR
TR
KA TR
KA
KN
KA
KA
KN TR
TR
KA
KA KN
TR KN
ST
ST
TR
TR TR
TR AD
TR
ST
ST
TR
TR TR
TR AD

KA KA KA KAAD

KA KA KA KA
KN

KA KA KA
KA
KN

KN KA KA
KA
KN KN
AD
CH
CH
TR
TR
TR
TR CH
CH
F1 F1
F2
F2
1 1
3 3

R TR TR TR TR TR TR TR TR TR TR TR
MH
MH
213TH STREET

AVALON BOULEVARD
TR

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KA
ST
ST
TR
TR
AD
TR AD
TR KN

TR KA TR TR TR ST
KN
KA
KN KA
KAKN
ST TR
TR TR
ST
TR TR
TR

TR TR TR

TR TR TR TR TR TR TR TR TR TR
CH
CH
KA KA
ST
TRAD
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.3

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
NN

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.3 1/E-1.3

MATCH LINE MATCH LINE
2/E-1.3 2/E-1.3

MATCH LINE MATCH LINE
1/E-1.4 1/E-1.4

MATCH LINE MATCH LINE
2/E-1.2 2/E-1.2
N

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTINGIMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 F1
F1
F2
F2 F3
F3
F3
F3
F1
F1
F2
F2
F3
F3 F3
F3
F1
F1
F2
F2
F1
F1
F2
F2
F3
F3 F3
F3
F1 F1
F2
F2
F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F1 F1
F2
F2
F3
F3
F3
F3

ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

ADDITIONAL CONTRACTOR NOTES
PILL BOX LIDS SHALL BE PARMANENTLY ENGRAVED WITH EITHER STREET.LANDSCAPELIGHTING-HIGH VOLTAGE AND OR PEDESTRIAN LIGHTING DEPENDING ON CIRCUIT IN EACH BOX ASINDICATED ON DESIGN DRAWING CIRCUITING. FOR BOXES THAT CONTAIN BOTH STREETLANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXISTING STREET LANDSCAPE LIGHTS THAT ARE INDICATED IN LIGHTER SHADE. CONTRACTOR SHALL REFERENCE CIVIL DRAWINGS TO IDENTIFY LOCATION ANDREQUIREMENTS FOR ANY RELOCATED STREET/LANDSCAPE LIGHTING FIXTURES. 1 234
5 67
SPECIFIC NOTES:EXISTING METER PEDESTAL #SCE 211010-045253, ADDRESS 401 W. CARSON SHALL BE REMOVED AND REPLACE WITH NEW METER PEDESTAL AT SAME LOCATION. COORDINATE WITH SCE AND DISCONNECT FEEDER FROM EXISTING METER PEDESTAL AND EXISTING FOUNDATION. FURNISH AND INSTALL NEW METER PEDESTAL AND NEW FOUNDATION. COORDINATE WITH SCE AND RECONNECT EXISTING FEEDER TO NEW METER PEDESTAL. COORDINATE WITH CITY OF CARSON AND PLACE (2) ADDRESSES ON NEW METER PEDESTAL, (1) ADDRESS PER METER.

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
F3 F3
F3
F3

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
PB
F3 IN GROUNDUPLIGHT (TYP.)
F3 IN GROUND
UPLIGHT (TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUNDUPLIGHT (TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUNDUPLIGHT (TYP.)
PB
2 1

GROUND ROD/WELL
METER PEDESTAL MPX3

WITH PANEL MPXC
3 MPXC-1,3,5
1-1/2"C. 3#8 +1#8 GND.

PB
PB

PB PB PB

PB PB PB
PB
PB 1 1
1 1 1
1 1
1 1
1 1 1
1 1
1 1
1 1
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5 5
5 5
2 AVALON BOULEVARD
TURMONT STREET TR ST TR TR TR TR TR TR TR TR TR TR TR STST KN KN KN KN KN KN KN TR TR TR TR TR TR TRTR TR TRTRTR TR TR TR TR TR TR ST ST ST STST AD AD AD AD AD ADAD ADAD AD AD KN KN KN KN KNKN KN KN KN KN KN TR KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KAKA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KAKA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KN KN KN CH CH CH KN KAKN KN KA CH CH KN KN KN KAKN KN TRTRTRTRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR ST ST ST STST AD AD ADAD AD AD CH CH CH TRTR TR KN KN KN KN KA CH CH CH KN KN CH CH KN KN KNKA CH CH CH CH CH TRTRTRTRTRTR TR TR KN ST STAD AD AD AD AD AD ST ST TR TRTR KN KN KA KA KN KN KAKAKA CH CH CH KNKNKN KN KN TR TR ST ST ST ST ST ST ST STST ST ST ST ST ST ST AD AD AD AD AD ST TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KAKAKA KA KA KA KA KA KA KA KA KA KN KN KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA TR TR TR TR TR TR TR TR TR TR TR TR KA KA KAKAKA TR TR TR TR TR TR KN KN KA KA KACH CHCHCHCH KN KN KN KN KN KN KN KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH CH KN KN KN KN KN KN KN KNKN KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH CH KA KA CHTR ST ST ST KN KN KA KA KACH CHCHCHCH KA KA KA KA KA KA KA KA KA CH TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR AD AD AD AD CH KN KN KN CH CH CH CH KN KN KN KN KN KN CH CH KN KNKN TR TR AD AD AD KAKAKA TR TR TR TR TRTR TR KN KN KACH CHCHCHCH KN KN KN KN KNKA CH KN KN KN KN KN KA KA KA KA CH CH CH TR ST ST ST KN KNKA KA KA KA KA KA KA KA KA KA KA KA KA KA KA AD F1 F1 F2F2 5 5 77 F1 F1 F2F2 5 5 77 F1 F1 F2F2 5 5 77 F1 F1 F2F2 5 5 77 F1 F1 F2F2 5 5 77 F1 F1 F2 F2 5 5 7 7 F1 F1 F2 F2 5 5 7 7 AVALON BOULEVARD DEL AMO BOULEVARD MH TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TRTR TRTR TR TRTR TR KN ST KN ST TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR ST ST ST ST ST TR TR TR ST ST KN KN KN TR TR TR KNKN ST ST TR TR TR TR TR TR ST TR TR TR TR TR TR TR TR TR STST KN KN KN KN KN KN KN TR TR TR TR TR TR TRTR TR TRTRTR TR TR TR TR TR TR TR ST ST ST STST AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD ADAD ADAD AD AD TR KN KN KN KN KN KN TR TR TR TR TR TR TR TR KN KN KN KN KNKN KN KN KN KN KN TR TR ST STST AD AD AD ADAD AD AD AD AD KN KN KN KN KN KN KN KN KN KN KN TR TR TR TR TR TR TR AD ST AD KN KN KN KN KN KN KN KN KN TR TR TR TR TR TR TR TR TR TR TR TR TR ST ST ST TR TR TR TR TR TR TR TR TR TR TR TR TR KN KNTR TR KA KA KA KA KA KA KA KA KA KA KA KA KAKA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KAKA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH CH CH CH CHCHCH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH CH TR CH CH CH CH CH CHCHCHCHCH CH CH CH CH CH CH CHCHCHCH CH CH CHCH F3 F3 F33 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1 SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S. E-1.4 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. 799-25-001 of 19 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS: CARSON STREET MEDIAN AND AVALON STREET MEDIAN PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 STAMP: REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY ST A T E OF CA LIFOR N EL IA E C T R IC A L NO. E20642 EXP. 03-31-28 RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26 NNN AVALON BLVD AVALON BOULEVARD CARSON STREET AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.4 1/E-1.4

MATCH LINE MATCH LINE
2/E-1.4 2/E-1.4

MATCH LINE MATCH LINE
1/E-1.5 1/E-1.5

MATCH LINE MATCH LINE
2/E-1.3 2/E-1.3 GENERAL NOTES ALL WORK SHOWN ON PLAN ARE NEW, U.O.N. MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERAL NOTE ON SHEET E0.01. MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N. CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT CONNECTION. CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK. CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES AND CONDUCTORS. CONTRACTOR TO RESTORE ALL DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE LINE PRIOR TO RESTORATION. GENERAL NOTES CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S ENGINEERING DEPARTMENT WITH RED LINE PLANS TO REFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD. DRAWING SHOWS MINIMUM NUMBER OF PULL BOXES REQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL PULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH REQUIREMENTS OF OTHER TRADES. ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS TO BE SOLID COPPER,THW OR THWN. CONTRACTOR SHALL INSTALL SERVICE AND METER PER UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE SINGLE LINE DIAGRAM SHEET E4.10. 263 7 4 8 15 10119 ADDITIONAL CONTRACTOR NOTES CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING. CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION. CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING. CONTRACTOR SHALL DETERMINE BEST METHOD TO ROUTE NEW CONDUIT PVC SCHEDULE 80 THROUGHOUT SCOPE AREA. BORE NEW PVC SCHEDULE 80 CONDUIT(S) IN ALL AREAS WHERE EXISTING STREET SCAPE IS TO REMAIN. TRENCH 30" MINIMUM AND LAY IN NEW PVC SCHEDULE 80 CONDUITS(S) IN ALL AREAS PLANNED WITH NEW PAVING. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR FINAL DIMENSIONED LAYOUTS FOR ALL FIXTURES. CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINE QUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED AND STORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERE SALVAGED FIXTURE CAN BE STORED. ADDITIONAL CONTRACTOR NOTES PILL BOX LIDS SHALL BE PARMANENTLY ENGRAVED WITH EITHER STREET.LANDSCAPE LIGHTING-HIGH VOLTAGE AND OR PEDESTRIAN LIGHTING DEPENDING ON CIRCUIT IN EACH BOX AS INDICATED ON DESIGN DRAWING CIRCUITING. FOR BOXES THAT CONTAIN BOTH STREET LANDSCAPE AND PEDESTRIAN LIGHTING CONTRACTOR SHALL VERIFY EXISTING STREET LANDSCAPE LIGHTS THAT ARE INDICATED IN LIGHTER SHADE. CONTRACTOR SHALL REFERENCE CIVIL DRAWINGS TO IDENTIFY LOCATION AND REQUIREMENTS FOR ANY RELOCATED STREET/LANDSCAPE LIGHTING FIXTURES. 12345 67 SPECIFIC NOTES: EXISTING METER PEDESTAL #SCE 211010-045253, ADDRESS 401 W. CARSON SHALL BE REMOVED AND REPLACE WITH NEW METER PEDESTAL AT SAME LOCATION. COORDINATE WITH SCE AND DISCONNECT FEEDER FROM EXISTING METER PEDESTAL AND EXISTING FOUNDATION. FURNISH AND INSTALL NEW METER PEDESTAL AND NEW FOUNDATION. COORDINATE WITH SCE AND RECONNECT EXISTING FEEDER TO NEW METER PEDESTAL. COORDINATE WITH CITY OF CARSON AND PLACE (2) ADDRESSES ON NEW METER PEDESTAL, (1) ADDRESS PER METER. CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TO ROUGH-IN AND INSTALLATION. 12 PB PB 2 1 GROUND ROD/WELL METER PEDESTAL MPX4 WITH PANEL MPXD MPXD-5,7 1-1/2"C. 3#8 +1#8 GND. PB PB PB PB PB PB PB PB PB PB PB PB PB 3 6 MPXD-1,3 1-1/2"C. 3#8 +1#8 GND. 2 2 2 2 2 2 2 2 2 2 2 2 2 TREE DOWNLIGHT (TYP.) TREE UPLIGHT (TYP.) TREE DOWNLIGHT (TYP.) TREE UPLIGHT (TYP.)

AVALON BOULEVARD
ELSMERE DRIVE ST ST ST ST ST ST STST AD AD AD AD AD CH TR TR TR TR TRTRTR TR TR TR TR TR TR TR CH CHCH CH TR TR TR TR TRTRTR TR TR TR TR TR AD CH CH KN KN KN KN KN KA CH KN KN KN KN KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH CHKN KN KN KN KA KA KA KA KA KA CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CHCH KN KN KN KN KN TR TR TR TR TR TR TR CH CH CHKA TRTRTR TRTR TR TRTRTR TRTR TR TR ST ST ST CH CH CH CH CHCHTR TR TR ST ST ST ST AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD ST ST AD ST STST AD AD AD AD AD ST ST ST STST AD AD AD AD AD TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTRKA KAKAKAKA CH CH CHTR KA KA CH KA KA KN KN KN KA KA KA KA KA KA KA KA KA KAKA KA KA CHCHCH KN KN KN KN KN KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KAKA KA KA KA KA KN KN KN KN KN KN KN KN CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRKNKN CH CH TR KNKN KA KA TR TR TR CH TR TR TR TR TR TR TR TRTRTR TR TR TR TR TR TR TR TR KN KN KN CH CH TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR AD AD CH CH CH KN KN KNTR TR TR TR TR KA CH KN KN KN KN KA KA KAKA KN KN KA KA CHCH KN KN KA KA KA KA KA CH KA KN KN KN KA KA KAKA KA KA KN KN KN KN KA KA KA KA KA KA KA KA CH CH CH CH CH KN KN KN KN KN KN KN KNKN KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH CH KA TR TR TR TR TR TR TR TR TR TR TR CH CH KN KN KN KN TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CHCH CH CH CH STADAD TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH KN KN KNTR TR F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F21 1 3 3 F1 F1 F2 F21 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F2 F1 F21 1 3 3 F1 F1 F2 F21 1 3 3 F1F2 F1 F21 1 3 3 ST
ST
KN
KA KA

KA KA KA KA
AD
AD

TR TR TR TR TR

TR TR TR TR TR
TR TR
TR TR
CH CH
KN CH

AVALON BOULEVARD
MH
ST ST
ST ST
ST ST
ST ST
ST

ST ST ST ST ST ST
ST ST
ST
ST
ST
ST
ST ST
ST
ST
ST ST
ST ST
ST
ST
ST ST
ST ST
ST
ST
ST ST
KN KN
KN

KA KA KA KA KA KA KA KA KA
KA
CH CH
CH CH
KN

KN KN KN

KA KA KA KA KA KA
KA
KA KA
KA KA
CH
CH
KN
KN
KA KA
KA
CH
CH
CH
CH

CH KN KN KN

KN KN KN KN

KA KA KA KA KA KA KA KA KA
KA KA

CH CH CH
CH CH

KN KN KN

KN KN KN KN KNKA KA KA KA KA KA KA KA KA

KA KA KA KA

CH CH CH
CH CH
KA KA
KN
KN
KA
KA
CH
CH
CH
CH

CH KN KN KN

KN KN KN KN

KA KA KA KA KA KA KA KA KA
KA KA

CH CH CH
CH CH

KN KN KN

KN KN KN KN KNKN

KA KA KA KA KA KA KA KA KA

KA KA KA KA

CH CH CH
CH CH
KA KA
CH KN
KN
KA KA
KA
CH
CH
CH
CH

CH KN KN KN

KN KN KN KN

KA KA KA KA KA KA KA
KA KA

CH CH CH
CH CH

KN KN KN

KN KN KN KN KNKNKA KA KA KA KA KA KA
KA
KA KA

KA KA KA KA

CH CH CH
CH CH
KA KA
CH
KA KA
KA
CH

CH KN KN
KN KN

KA KA KA KA KA KA KA KA
KA KA

CH CH CH
CH CH
KN

KN KN KN

KA KA KA KA KA KA KA
KA
KA KA
KA KA

CH CH CH
CH CH
KA KA

AD AD AD
AD
AD AD

AD AD AD

AD AD AD AD AD AD AD AD AD
AD
AD

AD AD AD
CH CH

TR TR TR TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR TR

CH CH CH KN

CH CH KN

KN KN KN CH CH
KN
TR TR
CH

TR TR TR TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR TR TR TR

AD AD CH CH CH KN KN KN

KN KN KN KN CH CH
TR TR

TR TR TR TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR

AD AD CH CH CH
CH CH

KN KN KN
KN
KN

TR TR CH CH

CH CH CH
CH

AD AD AD

TR TR TR
KN

KA KA KA KA KA KA KA KA

KN KN KN KN KN KN KN KN

KN KN KN

KN KN KN KN KNKN TR

KA KA KA KA KA KA KA
KA
KA KA

KA KA KA KA

CH CH CH
CH CH
TR TR
TR
TR
TR

TR TR TR TR TR TR TR
KA
KA
CH CH
CH

KA KA TR

TR TR TR TR TR TR TR TR TR TR
CH CH
CH CH

KN KN CH CH
KN
KN
KN
KN

TR TR TR TR TR TR TR TR

TR TR TR TR
KN
KN
KN
KN KN
KN
KN
TR
KA

CH CH CH
TR TR
KN
KN

TR TR TR
TR

KN KN KN KN

KN KN KN KN KN

KA KA KA KA KA KA KA
KA
KA
KA KA

CH KA KA

CH CH CH
CH CH

TR TR TR TR

TR TR TR

TR TR TR TR TR
TR

TR TR TR
TR
TR
TR
CH

TR TR TR TR
TR TR

CH TR TR

KN KN KN

KN KN KN KN KNKN

KA KA KA KA KA KA KA
KA
KA KA

KA KA KA KA

CH CH CH
CH CH
KA

TR TR TR TR TR

TR TR TR TR

TR TR TR TR TR
TR TR
KN
TR TR
KN
KN
KN KN

KN KN KN

KA KA KA KA
KN
KN KN

KA KA KA KA
KA KA

CH CH CH
CH CH
CH

TR TR TR

TR TR TR TR
TR TR
TR
TR
TR
TR
TR
TR
TR
TR TR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR

TR TR TR TR TR TR

TR TR TR TR TR
CH CH

KN KN KN CH
KN
KN
CH CH
CH CH
TR TR
TR KN
TR
F1 F1 F2
F2
1 1
3 3
F1
F1
F2
F2 1 1
3 3
F1
F2 F1
F2
1 1
3 3
F1 F1 F2
F2
1 1
3 3
F1
F1 F2
F2
1 1
3 3
F1 F1
F2
F2
1 1
3 3
F1
F1 F2
F2
1 1
3 3
F1 F1 F2
F2
1 1
3 3
F1
F1 F2
F2
1 1
3 3
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.5

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
NN

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.5 1/E-1.5

MATCH LINE MATCH LINE
2/E-1.5 2/E-1.5

MATCH LINE MATCH LINE
1/E-1.6 1/E-1.6

MATCH LINE MATCH LINE
2/E-1.4 2/E-1.4
N

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINE QUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED ANDSTORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERESALVAGED FIXTURE CAN BE STORED.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1
PB

GROUND ROD/WELL
METER PEDESTAL MPX5

WITH PANEL MPXE
3 PB PB PB PB PB PB PB PB PB PB PB PB
MPXE-1,3
1-1/2"C. 3#8 +1#8 GND.

PB
PB

PB PB PB PB PB PB PB
PB
7 TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
2 2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 AVALON BOULEVARD 186TH STREET UNIVERSITY DRIVE ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD ST ST ST STST AD AD AD ST ST ST STST AD AD AD AD AD KN KA KA KA KA KA KA KA KA KA TR TR TR TR TR TR CH CH CH KN KN KN KN CH TR TR TR TR KN TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTRTR CH CH TR TRTR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR TR ST KN KN KN KN KN KN ST KN KN KN KA KA KACH CHCHCHCH KN KN KN KN KN KA KA KA KA KA KA KA KA KA CH CHKA KN KN KN KN KN KA KA KA KA KA KA KA KA CHCH CH KA CH KAKAKA KA KA KA KA KA KAKNKA KA KN KN KN KN KN KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KAKA KA KA KA KA KN KN KN KN KN KN KN KNKN CHCH CH TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR CH KN KN KN CH CH CH CH KN KN KN KN KN KN CH CH KN KNKN TR TR KN KN KN KN CHTR CH CH CH TR TR TR TR CH CH TR TR TR TR KN KN TRTR TR TR TR KN KN KA KA KACHCHCH KN KN KN KN KN KA KA KA KA KA KA KA KA KA KA KA KN KN KN KA KA KA KA KA KA KA KA KNKN KA KA KA KA CH CH CHCH CH CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KN KN KN KN KN KN TR TR KN KNCH CH CH TR TR TR TR TR TR TR CH CH TR TR TR CH CH TR TR TR TR TR TR CH CH TR TR KNTR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR KN KN KN TR TRTR KN KN KN KN CH CH KN KN KA KA KA KA KA KAKAKA CH CH CH KAKA KA KA KA KA TR TR CH CH CH KN KA KA KA KA KA KA KA KA KA KA KA KA KNKN KN KN TR TR TR TR TR TR TR TR TRTR TRTR TR TR TR TR TR KN KN KN TR TR TRTRTRTR KA KA KA KA KA KA KA KN KA KA KA KA KA F1 F2 F1 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F2 F1 F21 1 3 3 AD

TR TR TR TR TR TR

TR TR TR TR TR
TR
TR TR
CH
CH CH

KN KN KN
TR
KA
CH KA

KA KA KA KA KA

AVALON BOULEVARD
AD
AD

ST ST ST
ST
ST
ST ST

AD AD AD AD AD
AD
AD

ST ST ST
ST
ST
ST

AD AD AD AD

AD ST ST ST
ST
ST
ST

AD AD AD AD

AD ST ST ST
ST
ST
ST

AD AD AD

ST ST ST
ST
ST
ST

AD AD AD
ST ST
ST
ST
ST

AD AD AD
ST
ST
ST

AD AD AD
ST
ST
ST
ST

AD AD CH
CH CH

TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR

TR TR TR TR TR TR

TR TR TR TR TR TR
KN
KN KN
CH
CH CH
KN KN
KN

KN KN KN CH CH
KN
TR TR
TR
KN
KA KA
KA
CH
CH
CH KN
KN

KA KA KA KA KA KA KA KA KA
KA
CH CH
CH CH
KN

KN KN KNKN

KA KA KA KA KA KA KA
KA
KA KA

KA KA KA
KA KA
CH
CH
CH

TR TR TR TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR
KN
KN KN
KN
CH CH
TR TR
CH

TR TR TR TR

TR TR TR

CH CH CH
CH CH
KN
KN
KN
CH
CH
TR TR
TR TR
TR
TR
KN
KN
KA KA
KA
CH

CH KN KN KN

KN KN KN

KA KA KA KA KA KA KA
KA KA
CH
KN KN

KN KN KN

KA KA KA KA KA KA KA KA
KA KA
KA KA
KA
KA

KA KA KA

KA KA KAKA KA KAKA KA KA

KA KA KA KA KA

KN KN KN KN KN KN KN KN KA
KA
KA

KA KA KAKA KA KAKA KA

KA KA KA KAKA KA KAKA KA KA

KN KN KN KN KN KN KN KN CH CH

TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH
KN KN
KN

KN CH CH
KN
KN KN
TR
TR
CH CH
CH
KA
KN KN

KA KA KA KA KA KA KA
KA KA
KN KN
KN KN

KA KA KA KA KA KA KA
KA
KA
KA

KA KA KA

KA KA KAKA KA KAKA KA KA

KA KA KA KA KA

KN KN KN KN KN KN KN KN KA
KA
KA

KA KA KAKA KA KAKA KA

KA KA KA KAKA KA KAKA KA KA

KN KN KN KN KN KN KN KN
KA
KA
CH
CH CH

TR TR TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH
KN KN
KN

KN CH CH
KN
TR TR

CH CH KN KN
CH
KA
TR
KA KA
KA
CH
CH

CH KN KN
KN KN

KA KA KA KA KA KA KA KA KA
KA KA

CH CH CH
CH CH
KN

KN KN KN

KA KA KA KA KA KA KA
KA
KA KA

KA KA KA
CH CH
CH CH
KA KA
KN
KN

KA KA KA
KA
CH
KN
KN KN
KA
KA KA
KA
KA
CH
CH
CH
ST

TR TR TR TR TR

TR TR TR TR TR
CH

TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR

KN KN KN CH CH
TR TR

TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR TR TR TR

AD AD CH CH CH KN KN KN
TR TR
TR TR
TR
KA
KA
KN
KN

KA KA KA
KA
CH
KN
KN KN
KA
KA KA
KA
KA
CH
CH
CH
KA
CH
CH
KN
TR
TR
TR
TR TR
TR TR
TR TR
TR TR

CH CH CH
KN
TR

TR TR TR
TR

TR TR TR TR

TR TR TRTRTR
TR
KN
CH
TR
TR
TR
KA KA
CH
CH KN
KN

KA KA KA KA KA KA KA KA KA
KA
CH
CH
KN KN

KN KN KN

KA KA KA KA KA

KA KA KA
CH KA
KA
KA KA

KA KA KA
CH
KA
KA
KA
CH CH

CH CH CH
TR
TR
TR
TR
F1 F1
F2
F2 1 1
3 3
F1
F1
F2
F2 1 1
3 3
F1
F2 F1
F2
1 1
3 3
F1
F1
F2
F2 1 1
3 3
F1
F2 F1
F2
1 1
3 3
F1
F1
F2
F2 1 1
3 3
F1
F2 F1
F2
1 1
3 3
F1
F1
F2
F2 1 1
3 3
F1
F1 F2
F2
1 1
3 3
F1
F1
F2
F2 1 1
3 3
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.6

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
NN

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.6 1/E-1.6

MATCH LINE MATCH LINE
2/E-1.6 2/E-1.6

MATCH LINE MATCH LINE
1/E-1.7 1/E-1.7

MATCH LINE MATCH LINE
2/E-1.5 2/E-1.5
N

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINE QUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED ANDSTORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERESALVAGED FIXTURE CAN BE STORED.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1

GROUND ROD/WELL
METER PEDESTAL MPX6

WITH PANEL MPXF
MPXF-1,3
1-1/2"C. 3#8 +1#8 GND.
3 PB PB

PB PB PB PB PB PB
PB

PB PB PB PB PB PB PB PB PB PB PB PB
8 TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
2 2
2 2
2 2
2 2
2 2
2 2
2 2

AVALON BOULEVARD
TR
TR

TR TR TR TR TR TR TR
TR
TR TR

TR TR TR TR TRR TR
KN
KN
TR
ST
TR

TR TR TR
KN
ST
KN
KN
KN
TR
TR
ST

ST ST ST
ST
ST
ST ST
ST ST
ST
ST
ST

AD AD AD AD AD
AD
AD
AD
AD
AD AD

AD AD AD
ST
ST
ST

AD AD AD
AD

AD AD AD AD ADAD ST
AD

ST ST ST
ST
ST
ST ST
AD
AD

AD AD AD
AD
AD
AD

AD ST ST ST
ST
ST
ST ST

AD AD AD AD AD
AD
AD
AD
AD

TR TR TR TR TR
TR
TR
TR
TR
TR TR
TR
TR KN
CH
CH
CH

TR TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR TR TR TR TR
KN
KN KN
KN KN
KN

CH CH KN KN KN
KN

TR TR TR TR

TR TR TR
CH CH
CH
TR
TR TR
TR TR
CH CH

TR TR TR

TR TR TR
CH
TR TR
TR TR
KN
TR
KN
KN
TR
TR
TR
TR TR

KN KN KN CH CH CH CH
KN
CH
CH
CH
CH
CH KN
KN

KA KA KA KA KA KA KA KA KA

CH CH CH
CH CH
KN

KN KN KNKN

KA KA KA KA KA KA KA KA KA
CH
CH
KA KA
KN
KN

KA KA KA
CH
KN
KN KN

KA KA KA
CH
CH
CH

KA KA KA KA KA KA KA KA

KA KA KA KA KA KA KA KA
KN
KN
CH
CH
CH
CH
CH
CH
KN
KN
KN
KN
KN
KN
KN KN
KN
KN
TR
TR TR
CH

TR TR TR TR TR TR TR TR TR TR TRTRTR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR TR TR TR TR
KN
KN KN

CH KN KN
KN

KN KN KN KN CH CH
KN

TR TR TR TR

TR TR TR

TR TR TR
CH
TR TR
TR TR
KN
TR
KN
KN

CH KN CH CH CH KN KN KN

KN CH CHCH N KN KN
CH
CH KN
KN

KA KA KA KA KA KA KA KA KA
CH CH
CH
KN

KN KN KN

KA KA KA KA KA KA KA KA KA
CH CH
CH CH
KA KA
CH

KA KA KA
CH
KN
KN KN

KA KA KA
CH
CH
CH

KA KA KA KA KA KA

KA CH KA KA KA KA CH KA KA KA KA
CH
CH
CH
KN
KN
KN
KN
KN
KN
KN KN
KN
KN
KN

TR TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TRTR TR

TR TR TR TR TR TR TR TR TR TR TR TR
CH KN
KN KN
CH CH
CH CH
KN KN
KN

KN KN KN KN CH CH
KN
CH

TR TR TR TR

TR TR TR

TR TR TR
CH
TR TR
TR TR
TR

CH CH CH KN KN

KN CH KN N CH CH CH KN KN KN

TR KA KA
TR
TR
TR
TR
TR
KN
TR
TR

TR TR TR
TR TR
TR
TR
KN KN
KN KN
KN
CH CH
KN KN

KN KN KN
KA
F1
F2 F1
F2
1 1
3 3
F1
F1
F2
F2 1
1 3
3 F1
F2 F1
F2
1 1
3 3
F1
F1 F2
F2
1 1 3
3 F1
F1 F2
F2
1 1
3 3
F1 F1 F2
F2
1 1
3 3

TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR
KN KN
KN KN
CH
TR
KN
KN KN
KA KA
KA
CH

AVALON BOULEVARD
186TH STREET ST STST AD AD AD ADAD AD AD AD AD AD ST AD ST STST AD AD AD ADAD AD AD AD AD AD ST AD ST STST AD AD AD ADAD AD AD AD AD AD ST AD ST STST AD AD ADAD AD AD AD AD AD ST ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD TR TR TRTRTR TR TR KN KN KN KN CH TR TR KN KN KN KN KN KN KN KA KA KA KA KA KA KA KA CH CHKN KN KN KN KA KA KA KA KA KA KA KA KA CH CH CH KA KA KA KA KA CH KNKN KN KA KA KA CH CHCH KA KA KA KA KA KA KA KA KA KA KA KA KA KA KN KN CH CHCH CH KN KN KN KN KN KNKN TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH CH KN KN TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR KN KNCH KN CH CH CH KN KN CH CH KN KN CH CH KN CH KN CH KN KN KA KA KA KA KA KA KA KA KN KN KN KNKN KA KA KA KA KA KA KA KA KA KN KN KA KA KA CH KNKN KN KA KA KA CH CHCH KA KA KA KA KA KA KA KA KA KA KA KA KA KN KNCH CH CHCH CH KN KN KNKN CHCH CH TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR KN KN KN CH KN KN KN KN CH CH KN TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CHTR TR TR TRKNTR KN KN KN CH CH KN CH CH CH KN KN CH CHCH N KN KN CH CH CH KN KN KN KN CH CH CHCH KN KN KA KA KA KA KA KA KA KA KA CH CHKN KN KN KN KA KA KA KA KA KA KA KA KA CH CH KA KA KN KA KA KA CH KNKN KN KA KA KA CH CHCH KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KN KNCH CH CHCH CH KN KN KN KN KN KN KN KN KN KN CH TR TR TR TR TR TR TR TR TRTRTR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH KN KN KN CH CH CH CH KN KN KN KN KN KN KN CH CH KN TR TR CH TR TR TR TR TR TR CH TR TR TR TR TR TR TR TR TR TR TR CH CHTR TR TR TR KNCH CH KN H KN N CH CH CH KN KN KN H KN N CH CH CH KN KN KN CH CH KNKNKA KA KA KA KA KA CHCH CHKA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KNKN KN CH KN CH CH CHCH CH CH CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KN KN KN KN TR TRTRTRTRTR KA KA TRTRTRTR F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1F2 F1 F2 1 1 3 3 F1 F2 F1 F2 1 1 3 3 SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.7

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
N

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.7 1/E-1.7

MATCH LINE MATCH LINE
2/E-1.7 2/E-1.7

MATCH LINE MATCH LINE
1/E-1.8 1/E-1.8

MATCH LINE MATCH LINE
2/E-1.6 2/E-1.6
NN

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINE QUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED ANDSTORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERESALVAGED FIXTURE CAN BE STORED.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1
PB

GROUND ROD/WELL
METER PEDESTAL MPX7

WITH PANEL MPXG
3 MPXG-1,3
1-1/2"C. 3#8 +1#8 GND.
9 TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
2 2
2 2 2 2
2 2 2
2 2 2 2
CH

TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR

KN KN KN
TR

AVALON BOULEVARD
182ND STREET ST STST AD AD AD ADAD AD AD AD AD AD ST AD ST STST AD AD AD ADAD AD AD AD AD AD ST AD ST STST AD AD AD ADAD AD AD AD AD ST AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD CH AD TR TRTR TR TR TR TR KN KN KNTR TR CH TR TR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH CH KN KNKN KN KN CH CH TR TR TR CH TR TR TR TR CHTR TR TR TR TR KNTR KN TR KACH CH KA KA KA KA KA KN KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA KN KA KA KA KAKNKN KNKA KA KA KA KA CHCH CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH CH KN KN KN KN KN KN CH CH KN TR TR TR TR TR TR TR TR CH CH TR TR TR CH TR TR TR TR KA KN KA KA KA KA KA KA KAKNKN KN KA KA KA KA KA KA KA KA KA KA KA KA KA KN KA KA KA KAKNKN KNKA KA KA CHCH CHCH CH TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KN KN KN KN CH TR TR KN KN KN CH CH CH TR TR TR TR TR CH CH CH CH CH TR TR TR TR CH CH TR TR TR CH CH TR TR TR TR KN KNTR KN KN KN TR TR TR KA TR TR KN KA KA KACH CH CH KN KN KN KA KA KA KA KA KA KA KA KA KA CH CHKA KN KN KN KN KN N KA KA KA KA KA KA KA CH CH CH CH KA KA KN KA KA KA CH KA KA KA KA KA KA KA KA KA KA KA KA TR TR TR TR TR TR TR TR TR TR TR F1 F1 F2 F2 1 1 3 3 F1F2 F1 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1F2 F1 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F2 F1 F2 1 1 3 3 TR
TR
TR

AVALON BOULEVARD
184TH STREET
MH
ST
ST
ST

AD AD AD
AD
AD

AD AD AD AD
AD ST
AD
ST
ST
ST AD

AD AD AD AD ADAD ST

ST ST ST
ST
ST
ST ST
AD AD
AD
AD

ST ST ST
ST
ST
ST ST

AD AD AD AD AD
AD AD
AD
TR
TR
TR
TR
TR
TR
TR
TR

TR KN KN KN KN KN KN KN N TRTRTRTRTRTRTR
TR

TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR

TR TRTR KA KA
KA
KA
KA CH
CH CH

TR TR TR TR TR TR

TR TR TR TR TR

CH CH CH KN
CH CH

KN KN CH
KN
KN
KN
KN KN
TR
TR TR

TR TR TR
CH CH
TR TR
TR

KN CH CH CH CH CH

CH CH CH
CH KN
TR
KN
CH
KN
KA KA

KN KN KN

KA KA KA
KA KA
KAKA
KA

ST KA KA
CH

CH CH KA KN
KA KA

KN KN KN

KA KA KA KA KA KA KA
KN

KA KA KA
CH
KN KN

KA KA KA
CH

CH KA A A KA KA KA KA KA
KA

KA KA KA KA KA KA KA KA KA

KA KA KA KA KA
CH CH
CH
CH

TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR

KN KN KN
CH CH
CH
TR TR
TR TR
CH
CH
TR TR
TR TR
KN
KN
TR

TR TR TR TR TR TR TR TR

TR TR TR TR
TR
TR

TR TR TR
TR
TR TR

TR TR TR

KN KN KN
CH
F1 F1 F2
F2 5 57
7 F1 F1 F2
F2
5 5
7 7
F1 F1
F2
F21 13
3 F1
F2 F1
F2
1 1
3 3
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.8

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
N

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.8 1/E-1.8

MATCH LINE MATCH LINE
2/E-1.8 2/E-1.8

MATCH LINE MATCH LINE
1/E-1.9 1/E-1.9

MATCH LINE MATCH LINE
2/E-1.7 2/E-1.7
NN

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTINGIMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

ADDITIONAL CONTRACTOR NOTES
PILL BOX LIDS SHALL BE PARMANENTLY ENGRAVED WITH EITHER STREET.LANDSCAPELIGHTING-HIGH VOLTAGE AND OR PEDESTRIAN LIGHTING DEPENDING ON CIRCUIT IN EACH BOX ASINDICATED ON DESIGN DRAWING CIRCUITING. FOR BOXES THAT CONTAIN BOTH STREETLANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXISTING STREET LANDSCAPE LIGHTS THAT ARE INDICATED IN LIGHTER SHADE. CONTRACTOR SHALL REFERENCE CIVIL DRAWINGS TO IDENTIFY LOCATION ANDREQUIREMENTS FOR ANY RELOCATED STREET/LANDSCAPE LIGHTING FIXTURES. 1 234
5 67
SPECIFIC NOTES:EXISTING METER PEDESTAL #SCE 211010-045253, ADDRESS 401 W. CARSON SHALL BE REMOVED AND REPLACE WITH NEW METER PEDESTAL AT SAME LOCATION. COORDINATE WITH SCE AND DISCONNECT FEEDER FROM EXISTING METER PEDESTAL AND EXISTING FOUNDATION. FURNISH AND INSTALL NEW METER PEDESTAL AND NEW FOUNDATION. COORDINATE WITH SCE AND RECONNECT EXISTING FEEDER TO NEW METER PEDESTAL. COORDINATE WITH CITY OF CARSON AND PLACE (2) ADDRESSES ON NEW METER PEDESTAL, (1) ADDRESS PER METER.

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1

GROUND ROD/WELL
METER PEDESTAL MPX8

WITH PANEL MPXH
PB
3 PB
PB
MPXH-1,3
1-1/2"C. 3#8 +1#8 GND.
10 MPXH-5,7
1-1/2"C. 3#8 +1#8 GND.

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
2 2
2 2
2 2
2 2 2 2

KA KA KA KA KA KA KA

CH CH CH

AVALON BOULEVARD
ST
ST
AD
AD
ST
ST
ST

AD AD AD
AD

AD AD AD AD AD
AD ST
AD

ST ST ST
ST
ST
ST

AD AD AD AD

KA KA KA KA KA KA KA KA KA KA

KA KA KA KA KA KA KA KA CH CH CHKNKN KN KA
ST

TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR

TR TR TR TR TR TR TR TR TR TR TR TR TR TR

CH CH KN CH CH CH KN KN

TR TR TR TR TR TR TR TR TR TR KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA

KA KA KA KA KA KA KA KA A

KA CH CH CH CH
TR
TR
TR
TR

TR TR TR

TR TR TR TR TR TR TR TR TR TR TR

TR TR TR TR TR TR
TR

TR TR TR TR
TR
TR TR

KN KN TR
KN KN

KA KA KA KA KA KA KA

KA KA KA KA KA KA KA KA KAKA KA KA

CH KA KA KN KA KA CH KA KA

KA KA KA KA KA KA
KA

KA KA KA
KA
KA
KA
KA

KA KA KA KA KA KA CH CH
CH
KN
CH
CH

CH CH CH
KN KN
KN
KN
KN
KN
KN
KN CH
CH CH
CH CH
CH

TR TR TR TR

TR TR TR

TR TR TR TR TR

TR TR TR TR
KN KN

KN KN KN

CH CH CH

TR TR TR TR

TR TR TR
CH CH
TR
TR TR
TR TR

TR TR TR

TR TR TR
TR TR
TR TR
TR

CH CH CH KN KN
KN
CH CH

KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA

KA KA KA

KA KA KA KA A KA KA KA KA

KA KN KA
KN
KN
KN
KN
KN
KN
CH CH
CH
CH CH
CH
F1
F1 F2
F2
5 5
7 7
F1
F2 F1
F2
5 5
7 7
F1
F1 F2
F2
5 5
7 7

TR TR TR TR TR TR TR TR

AVALON BOULEVARD
VICTORIA STREETST ST AD ST AD AD AD AD AD AD ST ST ST AD ST AD AD AD AD AD AD ST ST ST AD ST AD AD AD AD AD AD ST ST ST AD ST AD AD AD AD AD AD ST ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD ST ST ST ST ST AD AD TR TR TR TR TR TR TRTRTRTR TR TR TR TR TR TR TR TR KA KA KA KA KA KA KA KA KN KN TR KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH KN KA KA KA KA KA KN KA KN KN CH TR TR TR TR TR TR TR TR TR TR TR TR CH KN KN KN KN CH CH TR TR KN CH CH CH KN N TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KA KA KA KA KA KA KA KA KA KA KAKA KA KA KA KA KA KAKN KN KN KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR KN KN KN TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR KN KNKN CH CH CHCH KN CH KN KN CH CH KA KA KA KA KA KA KA KA KA KACH KAKAKA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KN KN KN CH CH CH CH CH CH KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH CH CH F1 F1 F2 F2 1 1 3 3 F1 F2 F1 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F2 F1 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1F2 F1 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.9

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
N

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.9 1/E-1.9

MATCH LINE MATCH LINE
2/E-1.9 2/E-1.9

MATCH LINE MATCH LINE
1/E-1.10 1/E-1.10

MATCH LINE MATCH LINE
2/E-1.8 2/E-1.8
NN

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINE QUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED ANDSTORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERESALVAGED FIXTURE CAN BE STORED.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1

GROUND ROD/WELL
METER PEDESTAL MPX9

WITH PANEL MPXJ
PB
3 MPXJ-5,7
1-1/2"C. 3#8 +1#8 GND.

PB
PB
11 MPXJ-1,3
1-1/2"C. 3#8 +1#8 GND.

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
2 2
2 2
2 2
2 2
2 2
ST
ST
AD
TR
TR
TR

TR TR TR
TR

AVALON BOULEVARD
ALBERTONI STREET ST STST AD AD AD ADAD AD AD AD AD AD ST AD ST ST ST AD AD ADAD ST ST ST ST ST ST AD AD AD AD TR TR TR AD AD TR TR TR TR TR TR TR TRTR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH KN KN KN KN TR TR TR TR TR TR TR TR TRTRTR TR TR TRTR TR TR TR TR CH CH KN KN CH CH CH KN KN CH CH CH TR CH CH CH KN KN KA KACH CHCH KN KN KN KN KN KA KA KA KA KA KA KA KA KA CH CH KN KN KN KA KA KA KA KA KA KA KA CH CH KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KN KN KN CH CH CH CH KN KN KN KN CH CHKN TR TR TR KN TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH CH CH CH KN KN KN CH KNKN KN KN CH CH CH TR TR KA TR TR TR F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3

AVALON BOULEVARD
HARBOR VILLAGE ST ST AD ST AD AD AD AD ST ST ST AD ST AD AD AD AD AD AD ST ST ST AD ST AD AD AD AD AD AD ST ST ST ST ST ST AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD AD ST ST ST ST ST ST AD AD AD AD AD AD ST ST ST ST AD AD AD TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TRTRTRTRTRTRKNKNKNKNKNKNCHCHCH KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH CH CH CH CH CH CHCH CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KN KN KN CH CH CH CH CH TR TR TR TR TR TR TR TR TR TR CHCH CH CH H KN KN TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH TR TR TR TR TR TR TR TR TR KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH KA KAKN KA KA KA KA KA KA TR KN CH KN CHCHCH KN KN KN KN CH CH H KN KN KN KN CH CHCHCH CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRCH CH TR TR TR TR TR TRTR TR TR TRTRCH CH CH CH CH KA KA KA KA KA KA KA KA KA KA KA KA CH TR KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH KA KA KN KA KA KAKAKA KA KA KA KA KAKA KA KA KA KA CH KA KA KN KA KA KN CH KN CHCHCH KN CH KN KN KN TR TR TR KA ST STSTAD AD AD AD KATR TR TR F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F21 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1F2 F1 F2 1 1 3 3 (2)F1 F2 F2 1 3 3 SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.10

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
N

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.10 1/E-1.10

MATCH LINE MATCH LINE
2/E-1.9 2/E-1.9

MATCH LINE MATCH LINE
1/E-1.11 1/E-1.11

MATCH LINE MATCH LINE
2/E-1.8 2/E-1.8
NN

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXISTING STREET LANDSCAPE LIGHTS THAT ARE INDICATED IN LIGHTER SHADE. CONTRACTOR SHALL REFERENCE CIVIL DRAWINGS TO IDENTIFY LOCATION AND REQUIREMENTS FOR ANY RELOCATED STREET/LANDSCAPE LIGHTING FIXTURES. 1 23
4 5
6 7
SPECIFIC NOTES:EXISTING METER PEDESTAL #SCE 211010-045253, ADDRESS 401 W. CARSON SHALL BE REMOVED AND REPLACE WITH NEW METER PEDESTAL AT SAME LOCATION. COORDINATE WITH SCE AND DISCONNECT FEEDER FROM EXISTING METER PEDESTAL AND EXISTING FOUNDATION. FURNISH AND INSTALL NEW METER PEDESTAL AND NEW FOUNDATION. COORDINATE WITH SCE AND RECONNECT EXISTING FEEDER TO NEW METER PEDESTAL. COORDINATE WITH CITY OF CARSON AND PLACE (2) ADDRESSES ON NEW METER PEDESTAL, (1) ADDRESS PER METER.

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER

LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TO ROUGH-IN AND INSTALLATION.
1 2
2 1
PB

GROUND ROD/WELL
METER PEDESTAL MPX10

WITH PANEL MPXK

PULLBOX
3 MPXK-1,3
1-1/2"C. 3#8 +1#8 GND.
12 2 2
2 2 2
2 2
2 2

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
MH

AVALON BOULEVARD
GARDENA FREEWAY ALBERTONI STREET ST STST AD AD AD ST AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD CHCH CH TR TR TR TR TR TR TR TR TR TR TR TR TR TR KNTR TR TR TR TR TR TR TR TR TR KA KA KA KA KA KA KA KA KA KA KA KA KA KA CH KA KA KN KA KA KA KA TR KN CH KN CHCHCH KN KN KN CH CH CH KN KN KN KN CHCH TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CHCH KA KA CH KN CH KNKN TR TR KA KA KA KA KA KA KA KA KA KA KA KA TRTR KA KA KA KA KA KA KA KA KA KA TR ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD AD ST ST ST ST ST ST ST AD AD AD AD AD AD AD AD AD ST ST AD ST AD AD AD AD AD AD ST ST ST TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTR TR CH KN KA KACHCH CH KN KN KA KA KA KA KA KA KA KA KA KNKN KN KN KA KA KA KAKAKA KA KA KAKA KA CH CH TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH CH KN CH CHKN KNKN KN KN KN CH CH KN KNTR TR KN KN TR TR TR TR KA KAKA TR TR TR KNKN KN KA KA KA CH TRTR TR TR TR TR TR TR TR TR TR TR TR TR TR TR KN KN CH CH CH KN KN KN CHCHCH KN KN CH CH CH KN KN KN KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KA KNCH CH CH CH CH CH KN KNKN KN KN KN KN KNKN KAKA TR TR TR TRTRTR KA KA KN CH CHKN KN KN KN KN KN CH CH CH CH KN KN CH CH CH KN KN KN KN TR TR TR CHCH CH CH KN CH CH KN KNKN CH CH KN KN CH CH KN KN CH KN KN KN KN CH CH CH CH KN KN CH CH KN KN KN KN KN CH CH CH CH CHKA KNCH CH KN CH CH KN KN KN KN KN KN KN KN CH CH CH CH CH CH CH CH KN KN CH KN KN KN TR CH KN KN KN KN F1 F1 F2 F2 1 1 3 3 F1 F1 F2 F2 1 1 3 3 F1 F2 F1 F2 1 1 3 3 F1F2 F1 F2 1 1 3 3 F1 F1 F2 F21 1 3 3 SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1
SCALE: KEY PLAN N.T.S.

E-1.11

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.10 1/E-1.10
N
N

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINE QUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED ANDSTORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERESALVAGED FIXTURE CAN BE STORED.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1
PB

GROUND ROD/WELL
METER PEDESTAL MPX11

WITH PANEL MPXL
3 MPXL-1,3
1-1/2"C. 3#8 +1#8 GND.
13 TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
2 2 2 2 2

CARSON STREET

GRACE AVENUE TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CH CH AD ST ST AD CH CH AD ST ST TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR CHCHCHCH CH CH TR TR TR TR KN KN KN KN KN MH
MH

MH CARSON STREET
MH
MH
MH

CARSON STREET

AVALON BOULEVARD TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR ST ST ST ST ST ST ST TR TR TR TR ST TRTRTR TR TR TR ST ST TRTRTR TR TR TR ST TR TR TR TR TR ST ST TR TR TR TR TR TR TR ST ST TR TR TR TR TR TR ST ST TR TR TR TR TR TR ST ST TR TR TR TR TR CH CH CH CH CH CHCHCH TR TR TRTR TRTR TRTR KN KN KN KN KN KN KNKN KN KN KN KN KN KN KN KN KN KN KN KN KN KN KN KN KN KN KN AD AD AD AD AD AD AD AD AD AD AD AD SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.12

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
N
N

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.12 1/E-1.12

MATCH LINE MATCH LINE
2/E-1.12 2/E-1.12

MATCH LINE MATCH LINE
1/E-1.13 1/E-1.13
N

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTINGIMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 F3 F3
F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1
F1
F2
F2 F3
F3 F3
F3 F1
F1
F2
F2
F3
F3 F3
F3
F1 F1
F2
F2
F1 F1
F2
F2
F3
F3
F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F3 F3
F3F3
F1 F1
F2
F2
F3
F3
F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F3
F3
F3
F3
F1 F1 F2
F2

ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

ADDITIONAL CONTRACTOR NOTES
PILL BOX LIDS SHALL BE PARMANENTLY ENGRAVED WITH EITHER STREET.LANDSCAPE

LIGHTING-HIGH VOLTAGE AND OR PEDESTRIAN LIGHTING DEPENDING ON CIRCUIT IN EACH BOX AS INDICATED ON DESIGN DRAWING CIRCUITING. FOR BOXES THAT CONTAIN BOTH STREET

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXISTING STREET LANDSCAPE LIGHTS THAT ARE INDICATED IN LIGHTER SHADE. CONTRACTOR SHALL REFERENCE CIVIL DRAWINGS TO IDENTIFY LOCATION AND REQUIREMENTS FOR ANY RELOCATED STREET/LANDSCAPE LIGHTING FIXTURES. 1 2345
67 SPECIFIC NOTES:EXISTING METER PEDESTAL #SCE 211010-045253, ADDRESS 401 W. CARSON SHALL BE REMOVED AND REPLACE WITH NEW METER PEDESTAL AT SAME LOCATION. COORDINATE WITH SCE AND DISCONNECT FEEDER FROM EXISTING METER PEDESTAL AND EXISTING FOUNDATION. FURNISH AND INSTALL NEW METER PEDESTAL AND NEW FOUNDATION. COORDINATE WITH SCE AND RECONNECT EXISTING FEEDER TO NEW METER PEDESTAL. COORDINATE WITH CITY OF CARSON AND PLACE (2) ADDRESSES ON NEW METER PEDESTAL, (1) ADDRESS PER METER.

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1

GROUND ROD/WELL
METER PEDESTAL MPX12

WITH PANEL MPXM

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUND
UPLIGHT (TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUND
UPLIGHT (TYP.)
3 PB
MPXM-1,3,5
1-1/2"C. 3#8 +1#8 GND.
5 5
5 5
5 5
5 5
1 1
3 3
1 1 1 1 1 1 1 1
1 1 1 1 1 1
1 1
1 1 1
1 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 5
5 5
5 5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5 5
5 5
5 5
5 14
MPXM-1,3,5
1-1/2"C. 3#8 +1#8 GND.

F3
F3 F3
F3
5 5 5
5 F3
F3 F3
F3
5 5 5
5 TR
CH
CH
MH MH

BONITA STREET

CARSON STREET

TR TR TR TR TR TR TR TR

TR TR TR TR TR

TR TR CH ST ST
CHCH
KN KN
KN
KN KN

TR TR TR

TR TR TR
KN
KN
KN
KN CH
ST ST

TR TR TR

TR TR TR
KN
KN
KN
CH CH

CH ST ST

TR TR TR

TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST

TR TR TR

TR TR TR
KN
KN
KN
ST ST

TR TR TRTR TR TR CH
CH
KN
KN
KN
KN CH
ST ST

TR TR TRTR TR TR
KN
KN
KN
ST ST

TR TR TR

TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST

TR TR TR

TR TR TR
KN
KN
KN
ST ST

TR TR TR

TR TR TR CH
CH

KN KN CH TR TR TR
CH CH
CH
KN
CH CH
CH
KN
CH CH
CH

TR TR TR TR

TR TR TR
KN
CH KN
CH
TR
TR
TR KA
KA
KA
KAKA
KA
KA
KA KA

KA KA KA
KA
KA
KA KA
KA
KA
KA
KA KA
KA
KA
KA
KA KA

KA KA KA KA
MH

MH ARSON STREET
MH

CARSON STREET

TR TR TR
TR TR

TR TR TR

TR TR TR
TR
TR
ST
ST
CH
CH
TR CH
TR
TR
ST
ST

TR TR TR
CH CH
ST CH
TR TR

TR TR TR TR TR TR TR

TR TR TR TR TR
TR TR
KN
KN
KN
KN
KN
KN

KN TR TR TR

TR TR TR TR
CH
CH
CH KN
KN
KN
KN
KN KN
KN
KN
ST

TR TRTR TR
KN
KN
KN
KN
KN KN
KN

TR TR TR TR TR TR TR TR

TR TR TR TR
AD AD
TR AD

KA KA AD
KA
KA
KA
KA
KA KA
KA
KA
KA
KA
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.13

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
NN

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.13 1/E-1.13

MATCH LINE MATCH LINE
2/E-1.13 2/E-1.13

MATCH LINE MATCH LINE
1/E-1.14 1/E-1.14
N

MATCH LINE MATCH LINE
2/E-1.12 2/E-1.12

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR TO PROVIDE TO THE CITY OF CARSON'S

ENGINEERING DEPARTMENT WITH RED LINE PLANS TOREFLECT EXACT CONDUIT RUN AND COORDINATE LOCATION IN FIELD.

DRAWING SHOWS MINIMUM NUMBER OF PULL BOXESREQUIRED. CONTRACTOR SHALL PROVIDE ALL ADDITIONALPULL BOXES AND ASSOCIATED ACCESSORIES AS REQUIRED

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 F3 F3
F3
F3
F1 F1
F2
F2
F3
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2F2
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2
F2
F1 F1
F2
F2

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

CONTRACTOR SHALL ALSO REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TO DETERMINE QUANTITY AND LOCATION OF EXISTING LIGHTING FIXTURES THAT WILL NEED TO BE SAVED ANDSTORED AFTER REMOVAL. ARCHITECTURAL AND CIVIL DRAWINGS WILL ALSO NOTE WHERESALVAGED FIXTURE CAN BE STORED.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1
PB

GROUND ROD/WELL
METER PEDESTAL MPX13

WITH PANEL MPXN
3 PB
MPXN-1,3,5
1-1/2"C. 3#8 +1#8 GND.
1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5
5 5 3
3 5 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 1 1
1 1
1 1 1 1
15 F3
5 F3
5 F35
F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 F3
5 MPXN-1,3,5
1-1/2"C. 3#8 +1#8 GND.

KN
KN
KA
CARSON STREET SAN DIEGO FREEWAY 405 CH KN CH KN KN CH ST ST TR TR TR TR TR TR CH CH CH CH TR TR TR TR TR TR TR KA KA

CARSON STREET
CH
CH
TR TR
ST ST
CH
CH

TR TR TR

TR TR TR
KN
KN
KN
KN CH
ST ST

TR TR TR

TR TR TR
KN
KN
KN
CH CH

CH ST ST

TR TR TR

TR TR TR CH
CH
KN
KN
KN
KN CH
ST ST

TR TR TRTR TR TR
KN
KN
KN
ST ST

TR TR TRTR TR TR CH
CH
KN
KN
KN
KN CH
ST ST
TR

TR TR TR
KN
KN
KN
ST ST

TR TR TR

TR TR TR
KN
KN
KN KN
CH CH
CH
KN
CH CH
CH
CH
CH

TR TR TR CH

TR TR TR TR
TR

TR TR TR TR TR TR

TR TR TR

ST ST ST ST
TR KA
KA
KA KA

KA KA KA
KA
KA
KA KA
KA
KA
KA
KA KA
KA
KA

KA KA KA
ST
KN
KN
KN CH
KA
KA
SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 1SCALE: ELECTRICAL STREET LIGHTING PLAN 1" = 20'-0" 2 SCALE: KEY PLAN N.T.S.

E-1.14

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
NN

AVALON BLVD

AVALON BOULEVARD

CARSON STREET
AVALON BOULEVARD 405 SAN DIEGO FREEWAY

MATCH LINE MATCH LINE
1/E-1.14 1/E-1.14

MATCH LINE MATCH LINE
2/E-1.14 2/E-1.14
N

MATCH LINE MATCH LINE
2/E-1.13 2/E-1.13

GENERAL NOTES
ALL WORK SHOWN ON PLAN ARE NEW, U.O.N.

MINIMUM CONDUIT SIZE SHALL BE1-1/2" U.O.N. SEE GENERALNOTE ON SHEET E0.01.MINIMUM CONDUCTOR SIZE SHALL #10 AWG, U.O.N.

CONDUCTOR SHALL BE #10 AWG FROM THE CLOSEST PULL

BOX TO THE POINT OF EQUIPMENT/UP/DN/TREE LIGHT
CONNECTION.CONTRACTOR SHALL VERIFY UNDERGROUND PULL BOX WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN WORK.

CONTRACTOR SHALL REMOVE ALL ABANDONED PULL BOXES
AND CONDUCTORS. CONTRACTOR TO RESTORE ALL

DEMOLISHED PULL BOX LOCATIONS TO MATCHY EXISTING

IMPROVEMENTS,REMOVE CONCRETE TO NEAREST SCORE
LINE PRIOR TO RESTORATION.

GENERAL NOTES

CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH
REQUIREMENTS OF OTHER TRADES.

ALL PULL BOXES TO BE WEATHERPROOF ALL CONDUCTORS
TO BE SOLID COPPER,THW OR THWN.

CONTRACTOR SHALL INSTALL SERVICE AND METER PER

UTILITY COMPANY REQUIREMENTS AND STANDARDS SEE
SINGLE LINE DIAGRAM SHEET E4.10.
2 6
3 7
4 8
1 5
10 11
9 F3 F3
F3
F3
F1 F1
F2
F2
F3
F3 F3
F3 F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F3 F3
F3
F3
F1 F1
F2
F2
F3
F3
F3
F3
F1
F1
F2
F2
F3
F3
F3
F3
F1 F1
F2
F2

ADDITIONAL CONTRACTOR NOTES

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIMENSIONED LAYOUTS FOR ALL TREE/LANDSCAPE LIGHTING.

CONTRACTOR SHALL ALSO REFER TO EXISTING AS-BULT AND RECORD DRAWINGS FOR UTILITY AND SIGNAL SYSTEMS THROUGHOUT THE STREET SITE PRIOR TO BID AND INSTALLATION.

CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE OF THE CITY OF CARSON RECORD DRAWING.

LANDSCAPE AND PEDESTRIAN LIGHTING

CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PEDESTAL MAIN SERVICE METER LOCATION COORDINATE IN FIELD WITH UTILITY COMPANY AND THE CITY OF CARSON PRIOR TOROUGH-IN AND INSTALLATION. 1 2
2 1

GROUND ROD/WELL
METER PEDESTAL MPX14

WITH PANEL MPXO

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUNDUPLIGHT (TYP.)
F3 IN GROUNDUPLIGHT (TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)

TREE DOWNLIGHT
(TYP.)

TREE UPLIGHT
(TYP.)
F3 IN GROUNDUPLIGHT (TYP.)
3 PB
MPXO-1,3,5
1-1/2"C. 3#8 +1#8 GND.
1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1
1 1
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5 PB PB PB PB
PB
16 E-4.10

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
SINGLE LINE DIAGRAM GENERAL NOTES:

THE ELECTRICAL CONTRACTOR SHALL CONTACT SCE SERVICE PLANNER MR DANIEL HASTERT, (310)738-7122, [email protected]), PRIOR TO BID AND RECEIVE COMPLETE INFORMATION OF

THEIR REQUIREMENTS AND INCLUDE ALL SERVICE COSTS ASSOCIATED WITH THE WORK SHOWN AND INDICATED ON THESE PLANS AND SPECIFICATIONIN HIS BID. THE ACT OF SUBMITTING THE BID SHALL

CONSTITUTE THE FULL RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL SERVICE IN COMPLIANCE WITH THE SERVING UTILITY AND TO PAY ALL CHARGES LEVIED BY THE SERVING UTILITY.ALL ITEMS SUCH AS SERVICE CONDUCT, CONDUCTORS, DUCTS, PAD MOUNT, PULL BOXES, AND

PROTECTIVE COVERING FROM SERVICE POINT LOCATION SHALL BE PROVIDED AND/OR INSTALLED BY THIS CONTRACTOR AND SHALL BE VERIFIED WITH THE SERVING UTILITY COMPANY. 1 2
SINGLE LINE DIAGRAM SPECIFIC NOTES:
1 SEE PANEL SCHEDULE AND LIGHTING CONTRACTORS SCHEDULE FOR ADDITIONAL LOAD INFORMATION.

M
"MPX#" PANEL
MINIMUM OF 6FT APART
GROUND RODS ONE LOCATED BELOW PEDESTAL ENCLOSURE.ONE LOCATED INSIDE GROUND WELL. 1/2"C-1#8
FOR ALL SERVICES EXCEPT "SX5", EXISTING UNDERGROUND

CONDUIT AND CONDUCTORS TO BE RESUED, COORDINATE

WITH SCE SERVICE PLANNER FOR CONNECTION TO NEW METER
PEDESTAL. FOR SERVICE "SX5, PROVIDE 3" UNDERGROUND
CONDUIT TO EXISTING SCE MANHOLE.

P
125A
2P
20A-1P

PHOTOCELL

DOWNLIGHT/UPLIGHT
1 20A-1P

INGROUND/UPLIGHT
1 METER PEDESTAL "MPX#"
125AMP 120/240V, 1PH, 3W
17 E-4.20 CITY OF CARSON ENGINEERING SERVICES DIVISION PROJECT NO. SHEET PLAN NO. 799-25-001 of 19 REVISIONS NO DESCRIPTION APPROVE DATE PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS: CARSON STREET MEDIAN AND AVALON STREET MEDIAN PH: 310 464 8404 3825 DEL AMO BOULEVARD TORRANCE, CA 90503 WWW.BREENDESIGN.COM RIVERSIDE, CA 92504 WWW.CWDG.COM PH: 951 369 0700 7111 INDIANA AVE, SUITE 300 STAMP: REGISTERED PRO)ESSIONA L ENGINEERDESMOND MA HONY ST A T E O) CA LI)OR N EL IA E C T R IC A L NO. E20642 E;P. 03-31-28 RECOMMENDED BY: APPROVED BY: IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26 18 2 2222 22 2 2 E-5.00

CITY OF CARSON

ENGINEERING SERVICES DIVISION
PROJECT NO. SHEET PLAN NO.
799-25-001 of 19

REVISIONS

NO DESCRIPTION APPROVE DATE
PLANS PREPARED BY: BENCHMARK: LANDSCAPE IMPROVEMENT PLANS:

CARSON STREET MEDIAN AND

AVALON STREET MEDIAN
PH: 310 464 84043825 DEL AMO BOULEVARDTORRANCE, CA 90503WWW.BREENDESIGN.COM RIVERSIDE, CA 92504WWW.CWDG.COMPH: 951 369 07007111 INDIANA AVE, SUITE 300 STAMP:

REGISTERED PROFESSIONA L ENGINEERDESMOND MA HONY

ST A T E OF C A LIFOR N EL IA E C T R IC A L
NO. E20642
EXP. 03-31-28
RECOMMENDED BY: APPROVED BY:

IAN HOLST, PE - ASSOCIATE CIVIL ENGINEER DATE GILBERT MARQUEZ, PE - CITY ENGINEER DATE 2 ADDENDUM 2 5/18/26
SCALE: METERED UNDERGROUND SERVICE PEDESTAL ELEVATION DETAIL (REFERENCE ONLY) N.T.S. 1

LIGHT FIXTURE TYPE
F1 TREE UPLIGHTF2 TREE DOWN LIGHT
SCALE: PEDESTAL MOUNT METER NEMA-3R N.T.S. 2
LIGHT FIXTURE TYPEF3 IN GROUND

LIGHTING FIXTURE SCHEDULE

TYPE SYMBOL MOUNTING LAMP DESCRIPTION MANUFACTURER
F1/F2 TREE RING LED 11 W PALM TREE UP/DOWN LIGHT - COLOR CHANGE BRADLEY LIGHTING - STELLA:
2700K - COLOR CHANGE, 4x30° UPLIGHT, 2x60° DOWNLIGHTSTAINLESS STEEL FRAME, DIMMABLE TRANSFORMER,

UNIVERSAL VOLTAGE
F3 PEDESTAL LED 18 W IN GROUND TREE LIGHT REFER TO ARCHITECTURAL LANDSCAPE DRAWINGS, 2700K FXLUMINAIRE XW-70 SERIES XW-70-GRANDE WALL WASH 19 LIGHT CONTROL

DESCRIPTION

1. FOR LIGHTING CONTROL CONTRACTOR SHALL VERIFY WITH THE CITY OF CARSON STANDARD. • 365 DAY ASTRONOMICAL TIME CLOCK2. CONTRACTOR TO PROVIDE AND INSTALL LIGHTING CONTROL DECODER AT EACH PALM TREE LOCATION. HARD WIRE ALL DECODERS

IN DAISY CHAIN BACK TO CENTRAL CONTROLLERS LOCATED IN LOCKABLE CONTROLLER AT THE MAIN POWER PEDESTAL LOCATIONS. CONTROLLERS TO BE CITY PROGRAMMABLE. SYSTEM TO BE AS MANUFACTURED BY COLOR KINETICS, LUMENPULSE, ACCLAIM OR EQUAL. • INTEGRAL PHOTOCELL • DMX CONTROL FOR COLOR CHANGE AND DIMMING.

NOTE:

ALL TREE UPLIGHTS,TREE DOWNLIGHTS,AND INGROUND LANDSCAPE LIGHTING FIXTURES SHALL BE DESIGNED WITH DIMMING CAPABILITY,COLOR CHANGING CAPABILITY,ADJUST COLOR TEMPERATURE,LIGHTING CONTROLS FOR PROGRAMMING,COLOR SCREENS,ADJUSTING BRIGHTNESS LEVELS AND NETWORK MONITORING AND OPERATION LIGHTING. 2 2
2 01007.0006 2203354.1 1

PUBLIC WORKS AGREEMENT

BETWEEN THE CITY OF CARSON AND
EARTHSCAPES LANDSCAPE, INC.

THIS PUBLIC WORKS AGREEMENT (“Agreement”) is made and entered into this ____ day of ________, 2026, by and between the CITY OF CARSON, a California charter city (“City”) and EARTHSCAPES LANDSCAPE, INC., a California corporation (“Contractor”).

City and Contractor may be referred to, sometimes individually or collectively, as “Party” or “Parties.”

RECITALS
A. The City desires to retain Contractor, on an independent contractor basis, to perform services for public works, as more particularly described below.

B. Contractor represents that it is fully qualified to perform such services by virtue of its experience and the training, education and expertise of its principals and employees.

C. Pursuant to the City of Carson Municipal Code and California state law, City has authority to enter into and execute this Agreement.

D. The Parties desire to formalize the selection of Contractor for performance of the services and desire that the terms of that performance be as particularly defined and described herein.

NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the parties agree as follows:

AGREEMENT
ARTICLE 1. CONTRACTOR SERVICES

1.1 Scope of Work.

The Contractor shall perform all of the work, furnish all labor, materials, equipment, tools, utility services, and transportation, and comply with all of the specifications and requirements in the Bid Documents for the project entitled “IFB No. 26-12, Project No. 1801: Median Landscape: Avalon Blvd. from I-405 to 220th St.; Avalon Blvd. from SR-91 to Del Amo Blvd.; Carson St. from Grace St. to I-405” (“Project”). All such work shall be performed in a good and workmanlike manner, as reasonably determined by the City, and shall be performed in compliance with all local, state, and federal laws and regulations. As used herein, “Bid Documents” refers to all of the documents included in the solicitation of bids for the Project, including but not limited to, the Invitation for Bids, Instructions to Bidders, Bid or Bid Proposal, Contract Documents, Special Provisions, Technical Provisions, Construction Plans, Standard Plans, Drawings, Reference Specifications, all applicable permit requirements, any addenda, any -2- 01007.0006 2203354.1
applicable Project Labor Agreement, and any other documents included, referenced, or incorporated therein. The Bid Documents are incorporated into this Agreement and made part hereof. In the event of any conflict between the terms of the Bid Documents and this Agreement, the terms of this Agreement shall govern.

1.2 Incorporation of Greenbook.

The provisions of the 2024 Edition of the Standard Specifications for Public Works Construction, as updated by errata, (“Greenbook”), and the Construction Specifications Institute, are incorporated herein, except as explicitly modified by the Bid Documents. In the event of any conflict between the provisions of the Greenbook and this Agreement, the terms of this Agreement shall govern.

1.3 Compliance with Labor and Wage Laws.
(a) Public Work. The Parties acknowledge that the work to be performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Contractor shall post job site notices, as prescribed by regulation. (b) Registration with DIR. Pursuant to Labor Code section 1771.1, Contractor and all subcontractors must be registered with, and pay an annual fee to, the DIR prior to and during the performance of any work under this Agreement. (c) Prevailing Wages. Contractor shall pay prevailing wages to the extent required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request. By initiating any work under this Agreement, Contractor acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Contractor shall post a copy of the same at each job site where work is performed under this Agreement. If this Agreement is subject to the payment of federal prevailing wages under the Davis-Bacon Act (40 U.S.C. § 3141 et seq.), then Contractor shall pay the higher of either the state for federal prevailing wage applicable to each laborer.
(d) Penalty for Failure to Pay Prevailing Wages. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor.
(e) Payroll Records. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified -3- 01007.0006 2203354.1
in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. (f) Apprentices. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement.
(g) Eight-Hour Work Day. Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. Contractor shall comply with and be bound by Labor Code Section 1810.
(h) Penalties for Excess Hours. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the 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 one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than one and one-half (1½) times the basic rate of pay.
(i) Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Contractor certifies as follows:
“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 this contract.”
(j) Contractor’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Contractor shall be responsible for such subcontractor’s compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor’s compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a -4- 01007.0006 2203354.1
periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any such failure by any subcontractor.

1.4 Compliance with Project Labor Agreement
If and to the extent that the work to be performed under this Agreement is within the scope of the City’s Project Labor Agreement, which was fully executed as of March 4, 2020, by and between the City and the Los Angeles/Orange Counties Building and Construction Trades Council and the Signatory Craft Councils and Unions (the “Project Labor Agreement”), City and Contractor acknowledge and agree that Contractor is required to comply with the provisions of the Project Labor Agreement, and that in the event of a conflict between the provisions of this Agreement and the Project Labor Agreement, the Project Labor Agreement shall supersede and take precedence over the conflicting provision(s) of this Agreement.

1.5 Licenses, Permits, Fees and Assessments.

Contractor shall obtain at its sole cost and expense such licenses, permits, registrations, and approvals as may be required by law for the performance of the services required by this Agreement. Contractor shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Contractor’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder.

1.6 Familiarity with Work.

By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the scope of work to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder.

1.7 Discovery of Unknown Conditions.
(a) Pursuant to Public Contract Code section 7104, Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any: (i) material Contractor believes may be hazardous waste as defined in Section 25117 of the Health & Safety Code required to be removed to a Class I, II, or III disposal site in accordance with existing law; (ii) subsurface or latent physical conditions at the site, materially different from those indicated by information about the site made available to bidders prior to the deadline for submitting bids on the project; or (iii) unknown physical conditions at the site of any unusual nature, different from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement.
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(b) City shall promptly investigate the conditions, and if it finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of the work, shall issue a change order in accordance with this Agreement.
(c) In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in Contractor’s cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date set, but shall proceed with all work to be performed under the Agreement. Contractor shall retain any and all rights provided either by contract or by law, which pertain to the resolution of disputes and protests between the contracting parties.

1.8 Unidentified Utilities.

To the extent required by Government Code section 4215, City will compensate Contractor for the cost of locating, repairing damage not due to the failure of Contractor to exercise reasonable care, and removing or relocating utility facilities not identified by City in the Bid Documents with reasonable accuracy, and for equipment on the project necessarily idled during such work. Nothing herein shall be deemed to require City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the project site can be inferred from the presence of other visible facilities, such as buildings, meters, and junction boxes, on or adjacent to the site of the construction; provided, however, nothing herein shall relieve City from identifying main or trunklines in the plans and specifications. If Contractor, while performing the work, discovers utility facilities not identified by City in the plans or specifications, Contractor shall immediately notify City and the utility in writing. This Agreement is subject to Government Code sections 4126 through 4216.9. Contractor must notify utilities and obtain an identification number before excavation or be subject to liability for damages to subsurface installations.

1.9 Trench Excavation.

Pursuant to Labor Code section 6705, if this Agreement is for more than $25,000 and requires the excavation of any trench or trenches five feet or more in depth, Contractor shall submit, in advance of such excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. The plan shall be reviewed and accepted by the City, or a registered civil or structural engineer employed by the City to whom authority has been delegated, prior to the excavation. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. This section shall not be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders. This subsection shall not be construed to impose tort liability on the City or any of its employees. Full compensation for sheeting, shoring, bracing, sloping, and all other provisions required for worker protection shall be considered as included in the contract price shown in the appropriate Bid Item, and no additional compensation will be allowed therefor. -6- 01007.0006 2203354.1

1.10 Protection and Care of Work and Materials.

The Contractor shall adopt reasonable methods, including providing and maintaining storage facilities, during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as caused by City’s own negligence. Stored materials shall be reasonably accessible for inspection. Contractor shall not, without City’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the work.

1.11 Warranty.

Contractor warrants all work under the Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Agreement or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the work or non-conformance of the work to the Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act as soon as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair, remove and replace any portions of the work (or work of other contractors) damaged by its defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor’s obligation hereunder to correct defective work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected work.

Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense.

Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.
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1.12 Additional Work and Change Orders.
(a) City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Work or make changes by altering, adding to or deducting from said work. No such extra work may be undertaken unless a written change order is first given by the City’s Director of Public Works or City Engineer, or either of their designees, to the Contractor, incorporating therein any adjustment in (i) the Contract Sum, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Contractor (“Change Order”). All Change Orders must be signed by the Contractor and City’s Director of Public Works or City Engineer, or either of their designees, prior to commencing the extra work thereunder. (b) Any increase in compensation of up to the amount of contingency approved by the City Council at the time the Project was awarded to Contractor plus any additional subsequent contingency approved by the City Council, if any, taken either separately or cumulatively, or any increase in the time to perform of up to one hundred eighty (180) days and which are not detrimental to the Work or to the interest of the City, may be approved by the City’s Director of Public Works or City Engineer, or either of their designees. Any greater increases, taken either separately or cumulatively, must be approved by the City Council. (c) Any adjustment in the Contract Sum for a Change Order must be in accordance with the rates set forth in the Contractor’s Bid. If the rates in the Contractor’s Bid do not cover the type of work in the Change Order, the cost of such work shall not exceed an amount agreed upon in writing and signed by Contractor and City’s Director of Public Works or City Engineer, or either of their designees. If the cost of the Change Order cannot be agreed upon, the City will pay for actual work of the Change Order completed, to the satisfaction of the City, as follows:
(i) Labor: The cost of labor shall be the actual cost for wages of workers and subcontractors performing the work for the Change Order at the time such work is done. The use of labor classifications that would increase the cost of such work shall not be permitted.
(ii) Materials and Equipment: The cost of materials and equipment shall be at cost to Contractor or lowest current price which such materials and equipment are reasonably available at the time the work is done, whichever is lower. (iii) If the cost of the extra work cannot be agreed upon, the Contractor must provide a daily report that includes invoices for labor, materials and equipment costs for the work under the Change Order. The daily report must include: list of names of workers, classifications, and hours worked; description and list of quantities of materials used; type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable; description of other City authorized services and expenditures in such detail as the City may require. Failure to submit a daily report by the close of the next working day may, at the City’s sole and absolute discretion, waive the Contractor’s rights for that day. -8- 01007.0006 2203354.1
(d) It is expressly understood by Contractor that the provisions of this Section shall not apply to services specifically set forth in the Scope of Work. Contractor hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Work may be more costly or time consuming than Contractor anticipates and that Contractor shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other contractors.
(e) No claim for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed.

1.13 CARB Compliance.

For a project involving the use of in-use off-road diesel-fueled vehicles, as defined by 13 CCR 2449, Contractor shall obtain copies of the valid Certificates of Reported Compliance, as described in 13 CCR 2449(n), for the fleet performing services pursuant to this contract and all listed subcontractors, if applicable, prior to commencing any work pursuant to this Contract or any renewed contract with that fleet. Contractor shall indemnify, defend and hold harmless the District, its officers, agents, employees and directors from any liability imposed arising from Contractor’s violation of any regulation set forth in 13 CCR 2449.

1.14 Special Requirements.

Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements,” attached hereto as Exhibit B and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit B and any other provisions of this Agreement, the provisions of Exhibit B shall govern.

ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.

2.1 Contract Sum.

Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the amounts set forth in Contractor’s Bid attached hereto as Exhibit A and incorporated herein by this reference. Subject to any additions or deductions that may be made by change order or amendment, and any penalties or damages that may be assessed against Contractor, Contractor shall receive total compensation, including reimbursement of Contractor’s expenses, of an amount not to exceed Nine Million Three Hundred Thousand Six Hundred Forty Eight Dollars and Zero Cents ($9,300,648.00) (“Contract Sum”) for completion of the work.

2.2 Invoices.

Each month Contractor shall furnish to City an original invoice for all work performed during the preceding month using the form attached hereto as Exhibit E and incorporated herein by this reference. By submitting an invoice for payment under this Agreement, Contractor is certifying compliance with all provisions of the Agreement.

All invoices shall include a copy of Contractor’s Certified Payroll and proof that Certified Payroll has been submitted to the DIR. Contractor shall also submit a list of the prevailing wage -9- 01007.0006 2203354.1
rates (including federal prevailing wage rates, if applicable) for all employees and subcontractors providing services under this Agreement, as applicable, with Contractor’s first invoice. If these rates change at any time during the term of the Agreement, Contractor shall submit a new list of rates to the City with its first invoice following the effective date of the rate change.

2.3 Payment.
(a) Payments Made by City. City shall independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Contractor which are disputed by City, City will cause Contractor to be paid any progress payment within thirty (30) days of receipt of Contractor’s correct and undisputed invoice; however, Contractor acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event that City does not cause Contractor to be paid any progress payment within thirty (30) days of receipt of an undisputed and properly submitted invoice and provided the Project is for construction, Contractor shall be entitled to the payment of interest to the extent allowed under Public Contract Code Section 20104.50. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor, not later than seven (7) days after receipt by the City, for correction and resubmission. Returned invoices shall be accompanied by a document setting forth in writing the reasons why the payment request was rejected. Review and payment by the City of any invoice provided by the Contractor shall not constitute a waiver of any rights or remedies provided herein or any applicable law.
(b) Payments Made by Contractor to Subcontractors. Contractor shall remit payments owed to subcontractors within fifteen (15) calendar days after receiving payments by City if payments are owed by Contractor to any subcontractor qualifying as a small business enterprise, and within thirty (30) calendar days if payments are owed by Contractor to any subcontractor other than a small business enterprise.

2.4 Retention.

Pursuant to Section 9203 of the Public Contract Code, City will deduct a five percent (5%) retention from all progress payments, which shall be released to Contractor no later than sixty (60) days from completion of the work in accordance with Section 7107 of the Public Contract Code.

In the event of a dispute between City and Contractor, City may withhold from the final payment an amount not to exceed one hundred fifty percent (150%) of the disputed amount.

2.5 Waiver.

Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Contractor.

2.6 Substitution of Securities.
(a) In conformance with the State of California Public Contract Code, Part 5, Section 22300, Contractor may substitute securities for any monies withheld by the City to ensure performance under this Agreement.
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(b) At the request and expense of Contractor, Contractor has the option of establishing an escrow account with a state or federally chartered bank which shall serve as an escrow agent, for Contractor’s direct deposit of securities as a substitute for retention earnings required to be withheld by the City. Upon Contractor’s completion of its obligations hereunder, as evidenced by the City’s acceptance of the work pursuant to Section 3.3 hereof, the escrow agent shall return the securities to Contractor. The escrow agent shall notify the City within ten (10) days after deposit of the securities. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention. Securities shall be held in the name of the City and shall designate Contractor as the beneficial owner. Alternatively, on written request of Contractor, the City shall make payments of the retention earnings directly to the escrow account.

ARTICLE 3. PERFORMANCE SCHEDULE

3.1 Schedule of Performance.

Contractor shall complete the Project within one hundred thirty (130) working days after receiving a “Notice to Proceed” from the City in accordance with any schedule contained in or required to be provided by the Proposal or Bid Documents, and any revisions thereof approved by the City in writing. Time is of the essence. If the work is not completed within said time period, liquidated damages shall apply. The term of this Agreement shall expire one (1) year following City’s acceptance of the Project.

3.2 Liquidated Damages.

Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the sum of Two Thousand Dollars ($2,000.00) as liquidated damages for each calendar day of delay in the performance of any service required hereunder. The City may withhold any accrued liquidated damages from any monies payable on account of services performed by the Contractor. To the extent required by Government Code section 4215, Contractor shall not be assessed liquidated damages for delay in completion of the work when such delay was caused by the failure of the City or owner of the utility to provide for removal or relocation of utility facilities.

3.3 Force Majeure.

The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Contractor shall within ten (10) days of the commencement of such delay notify the Project Manager in writing of the causes of the delay. The Project Manager shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the -11- 01007.0006 2203354.1
judgment of the Project Manager such delay is justified. The Project Manager’s determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Contractor’s sole remedy being extension of the Agreement pursuant to this Section.

3.4 Final Acceptance.

Acceptance of the Project shall only be by action of the City Council. Neither the acceptance nor any prior inspections or failure to inspect shall constitute a waiver by City of any defects in the work. From and after acceptance, the Project shall be owned and operated by City.

As a condition to acceptance, Contractor shall certify to City in writing that all of the work has been performed in strict conformity with the Agreement and that all costs have been paid or supplied to City for security required herein, satisfactory to City, guaranteeing such performance.

ARTICLE 4. COORDINATION OF WORK

4.1 Representatives and Personnel of Contractor.

The following principals of Contractor (“Principals”) are hereby designated as being the principals and representatives of Contractor authorized to act on its behalf with respect to the work specified herein and make all decisions in connection therewith:

Brian Olsen ______________ Chief Executive Officer ____ (Name) (Title)
________________________ ________________________
(Name) (Title)
________________________ ________________________
(Name) (Title)
The Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the services hereunder. All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City. Additionally, Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.

4.2 Status of Contractor.

Contractor shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless -12- 01007.0006 2203354.1
such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Contractor, nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.

4.3 Project Manager.

The Project Manager shall be Gilbert Marquez, City Engineer, or any other person as may be designated by the City’s Director of Public Works or City Engineer. It shall be the Contractor’s responsibility to assure that the Project Manager is kept informed of the progress of the performance of the services and the Contractor shall refer any decisions which must be made by City to the Project Manager. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Project Manager. The Project Manager shall have authority, if specified in writing by the City’s Director of Public Works or City Engineer , to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.

4.4 Independent Contractor.

Neither the City nor any of its employees shall have any control over the manner, mode or means by which Contractor, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Contractor’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Contractor shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or otherwise or a joint venturer or a member of any joint enterprise with Contractor.

4.5 Prohibition Against Subcontracting or Assignment.

The experience, knowledge, capability and reputation of Contractor, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. All subcontractors shall obtain, at its or Contractor’s expense, such licenses, permits, registrations and approvals (including from the City) as may be required by law for the performance of any services or work under this Agreement. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
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ARTICLE 5. INSURANCE, INDEMNIFICATION AND BONDS

5.1 Insurance Coverages.

Without limiting Contractor’s indemnification of City, and prior to commencement of any services under this Agreement, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City.
(a) General Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form ISO CGL CG 00 01 or equivalent, in an amount not less than $5,000,000 per occurrence, $10,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
(b) Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form ISO CA 00 01, including “any auto” and endorsement CA 0025 or equivalent, covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $2,000,000 combined single limit for each accident. (c) Workers’ compensation insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).
(d) Builder’s Risk Insurance. Contractor shall maintain Builder’s Risk (Course of Construction) insurance utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the project and no coinsurance penalty provisions or provisional limit provisions. The policy must include: (1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the project; (4) ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit coverage (unless insured by the supplier or receiving contractor), with sub-limits sufficient to insure the full replacement value of any key equipment item; (6) ocean marine cargo coverage insuring any project materials or supplies, if applicable; (7) coverage with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the project site or any staging area.

If the Project does not involve new or major reconstruction, then at the option of City, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the work, including during transit, installation, and testing at the Project site.
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(e) Pollution Liability Insurance. Contractor shall maintain Environmental Impairment Liability insurance, written on a Contractor’s Pollution Liability form or other form acceptable to City providing coverage for liability arising out of sudden, accidental, and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 per claim and $2,000,000 in the aggregate. All activities contemplated in this Agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.

Products/completed operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the insurer.

If Contractor maintains broader coverage and/or higher limits than the minimums shown above, City requires and shall be entitled to the broader coverage and/or the higher limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

5.2 General Insurance Requirements.
(a) Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (b) Proof of Insurance. Contractor shall provide certificates of insurance and endorsements to City as evidence of the insurance coverages required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
(c) Duration of Coverage. Contractor shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Contractor, its agents, representatives, employees or subcontractors. (d) Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
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(e) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement. (f) Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.
(g) Enforcement of Contract Provisions (non-estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.
(h) Requirements Not Limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of Cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
(j) Additional Insured Status. General and auto liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
(k) Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. (l) Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. -16- 01007.0006 2203354.1
(m) Pass Through Clause. Contractor agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review. (n) Agency’s Right to Revise Specifications. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.
(o) Self-Insured Retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.
(p) Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.

5.3 Indemnification.

Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers (each, an “Indemnitee”) from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Contractor's performance of work under this Agreement or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
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Contractor obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of City under any provision of this Agreement, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

5.4 Notification of Third-Party Claims.

City shall timely notify Contractor of the receipt of any third-party claim relating to the work under this Agreement. City shall be entitled to recover from Contractor its reasonable costs incurred in providing such notification.

5.5 Performance and Payment Bonds.

Concurrently with execution of this Agreement, Contractor shall deliver to the City all of the following bonds if the Contract Sum should exceed $25,000:
(a) A performance bond securing the faithful performance of this Agreement, in an amount not less than 100% of the total compensation for this Agreement, as stated in Section

2.1. (b) A payment bond, securing the payment of all persons furnishing labor and/or materials in connection with the work under this Agreement, in an amount not less than 100% of the total compensation for this Agreement, as stated in Section 2.1.

All bonds shall be on the applicable forms provided in Exhibit “C” and Exhibit “D” attached hereto and made part hereof. The bonds shall each contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his/her power of attorney. The bonds shall be unconditional and remain in force during the entire term of the Agreement until released pursuant to Section 5.7 hereof.

5.6 Sufficiency of Insurer or Surety.

Insurance and bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated “A-” or better in the most recent edition of Best’s Rating Guide, The Key Rating Guide or in the Federal Register, and only if they are of a financial category Class VII or better. If the City determines that the work to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies and the bonds may be changed accordingly upon receipt of written notice from the City’s Risk Manager.

5.7 Release of Securities.
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City shall release the performance bond and payment bond when the following have occurred:
(a) Contractor has made a written request for release and provided evidence of satisfaction of all other requirements under Article 5 of this Agreement; (b) the Project has been accepted; and
(c) after passage of the time within which lien claims are required to be made pursuant to applicable laws; if lien claims have been timely filed, City shall hold the payment bond until such claims have been resolved, Contractor has provided statutory bond, or otherwise as required by applicable law.

ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION

6.1 Records.

Contractor shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies, certified and accurate copies of payroll records in compliance with all applicable laws, or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Project Manager to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Project Manager shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of 3 years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required.

In the event of dissolution of Contractor’s business, custody of the books and records may be given to City, and access shall be provided by Contractor’s successor in interest. Notwithstanding the above, the Contractor shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act.

6.2 Reports.

Contractor shall periodically prepare and submit to the Project Manager such reports concerning the performance of the services required by this Agreement as the Project Manager shall require. Contractor hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein, Contractor shall promptly notify the Project Manager of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto. -19- 01007.0006 2203354.1

6.3 Ownership of Documents.

All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Contractor, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Project Manager or upon the termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Contractor will be at the City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, reuse or assignment. Contractor may retain copies of such documents for its own use. Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom. Moreover, Contractor with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.

6.4 Confidentiality and Release of Information.
(a) Information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Project Manager.
(b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Project Manager or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered “voluntary” provided Contractor gives City notice of such court order or subpoena. (c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorneys’ fees, caused by or incurred as a result of Contractor’s conduct. (d) Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by -20- 01007.0006 2203354.1
Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.

ARTICLE 7. ENFORCEMENT OF AGREEMENT; DEFAULT, SUSPENSION AND

TERMINATION

7.1 California Law.

This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.

7.2 Default of Contractor.

Contractor’s failure to comply with the provisions of this Agreement shall constitute a default. In the event that Contractor is in default for cause under the terms of this Agreement, City shall have no obligation or duty to continue compensating Contractor for any work performed after the date of default and can terminate or suspend this Agreement immediately by written notice to Contractor. If the Project Manager determines that Contractor is in default in the performance of any of the terms or conditions of this Agreement, the Project Manager shall cause to be served upon Contractor a written notice of the default. Contractor shall have ten (10) days after service upon it of said notice in which to cure the default by rendering a satisfactory performance. In the event that Contractor fails to cure its default within such period of time, the City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity or under this Agreement.

7.3 Suspension and Termination.
(a) The City may at any time, for any reason, with or without cause, suspend this Agreement, or any portion hereof, by serving upon Contractor at least ten (10) days prior written notice. Upon receipt of said notice, Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends a portion of this Agreement such suspension shall not make void or invalidate the remainder of this Agreement. (b) This Agreement may be terminated by either party for cause. The City may terminate this Agreement without cause upon thirty (30) days’ written notice of termination. Upon termination, Contractor shall be entitled to compensation for completion of any portion of the Project accepted by City up to the effective date of termination unless any portion of the Project is accepted by City after termination in which event Contractor shall be paid for such completed portion.
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7.4 Dispute Resolution Process.

Section 20104 et seq. of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial-supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims.

The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

For purposes of these procedures, “claim” means a separate demand by the Contractor, after the City has denied Contractor’s timely and duly made request for payment for extra work and/or a time extension, for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Agreement and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled to, or (C) an amount the payment of which is disputed by the City.

The following requirements apply to all claims to which this section applies:
(a) Claim Submittal. The claim shall be in writing and include the documents necessary to substantiate the claim. Claims governed by this procedure must be filed on or before the date of final payment. Nothing in this section is intended to extend the time limit or supersede notice requirements otherwise provided in the Agreement for the filing of claims, including all requirements pertaining to compensation or payment for extra work, disputed work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon. (b) Supporting Documentation. The Contractor shall submit all claims in the following format:
(i) Summary of the claim, including references to the specific Contract Document provisions upon which the claim is based.
(ii) List of documents relating to claim: (a) Specifications, (b) Drawings, (c) Clarifications (Requests for Information), (d) Schedules, and (e) Other. (iii) Chronology of events and correspondence related to the claim. (iv) Statement of grounds for the claim.
(v) Analysis of the claim’s cost, if any.
(vi) Analysis of the claim’s time/schedule impact, if any. (c) City’s Response. Upon receipt of a claim pursuant to this section, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor 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 will be processed and made within 60 days after the City issues its written statement. -22- 01007.0006 2203354.1
(i) If the City needs approval from the City Council to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three days following the next duly publicly noticed meeting of the City Council after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion. (ii) Within 30 days of receipt of a claim, the City may request in writing additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor. (iii) The City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $50,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.
(d) Meet and Confer. If the Contractor disputes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City’s response or within 15 days of the City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor 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 City issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time. (i) 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. (ii) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. -23- 01007.0006 2203354.1
(iii) Unless otherwise agreed to by the City and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced. (iv) All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed. (f) City’s Responses. The City’s failure to respond to a claim from the Contractor within the time periods described in this section or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the City’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility of qualifications of the Contractor. City’s failure to respond shall not waive City’s rights to any subsequent procedures for the resolution of disputed claims.
(g) Government Code Claims. If following the mediation, the claim or any portion remains in dispute, the Contractor must comply with the claim procedures set forth in Government Code Section 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions, including any required mediation, have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the City may be filed. A Government Code claim must be filed no earlier than the date that Contractor completes all contractual prerequisites to filing a Government Code claim, including any required mediation.

A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted. For purposes of Government Code Section 900 et seq., the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim to the City until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation that does not result in a complete resolutions of all claims. (h) Civil Actions for Claims of $375,000 or Less. The following procedures are established for all civil actions filed to resolve claims totaling $375,000 or less:
(i) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the procedures in this Section.

The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties.

If the parties fail to select a mediator within the 15-day period, either party may petition the court to appoint the mediator.
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(ii) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act (Title 4 (commencing with Section 2016.010) of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.
(iii) Upon stipulation of the parties, arbitrators appointed for these purposes shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. (iv) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo.

7.5 Waiver.

Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.

Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver.

Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.

7.6 Rights and Remedies Are Cumulative.

Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party.

7.7 Unfair Business Practices Claims.

Pursuant to Public Contract Code section 7103.5, in entering into this Agreement, Contractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials related to this Agreement. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor without further acknowledgment by the Parties. -25- 01007.0006 2203354.1
ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION

8.1 Non-liability of City Officers and Employees.

No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.

8.2 Conflict of Interest.

Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor’s performance of services under this Agreement. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Project Manager. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.

No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which affects his financial interest or the financial interest of any corporation, partnership or association in which he is, directly or indirectly, interested, in violation of any State statute or regulation. The Contractor warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.

8.3 Covenant Against Discrimination.

Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class in the performance of this Agreement. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class.

8.4 Unauthorized Aliens.

Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by City. -26- 01007.0006 2203354.1
ARTICLE 9. MISCELLANEOUS PROVISIONS

9.1 Provisions Required By Law.

Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein, and the Agreement shall be read and enforced as though it were included herein. If through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon application of either party, the contract shall forthwith be physically amended to make such insertion or correction.

9.2 Notices.

Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Project Manager (with her/his name and City title), City of Carson, 701 E Carson Street, Carson, California 90745 and in the case of the Contractor, to the person(s) at the address designated on the execution page of this Agreement. Either party may change its address by notifying the other party of the change of address in writing. Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section.

9.3 Interpretation.

The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.

9.4 Counterparts.

This Agreement may be executed in any number of counterparts and each of such counterparts shall for all purposes be deemed to be an original, whether the signatures are originals, electronic, facsimiles or digital. All such counterparts shall together constitute but one and the same Agreement. All signatures on bonds must be originals.

9.5 Integration; Amendment.

This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties. It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City Council. The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.
-27- 01007.0006 2203354.1

9.6 Severability.

In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless.

9.7 Warranty & Representation of Non-Collusion.

No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Contractor warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement.

Contractor further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Contractor is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.

Contractor’s Authorized Initials _______

9.8 Corporate Authority.

The persons executing this Agreement on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which said party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties. [SIGNATURES ON FOLLOWING PAGE]
-28- 01007.0006 2203354.1
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above written.

CITY:

CITY OF CARSON, a California charter
city
______________________________
Lula Davis-Holmes, Mayor
ATTEST:

Dr. Khaleah K. Bradshaw, City Clerk
APPROVED AS TO FORM:

ALESHIRE & WYNDER, LLP
_____________________________
Sunny K. Soltani, City Attorney
[pks; rjl]
CONTRACTOR:

EARTHSCAPES LANDSCAPE, INC., a
California corporation
*By: _______________________________
Name: Brian Olsen
Title: CEO, CFO, Secretary
*By: _______________________________
Name: _____________________________
Title: _____________________________
Address: 603 S. Milliken Ave, Unit J
Ontario, CA 91761
*Two corporate officer signatures required when Contractor is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. APPROPRIATE

ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONTRACTOR’S BUSINESS ENTITY.
01007.0006 2203354.1 A-1

EXHIBIT A
CONTRACTOR’S BID
01007.0006 2203354.1 A-2
01007.0006 2203354.1

EXHIBIT B

SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
If the Parties wish to revise provisions in the Agreement above (from page 1 through the signature page), then the revisions shall be presented in this Exhibit B, with deletions shown in strike through and additions shown in bold and italics.
[None]
01007.0006 2203354.1

EXHIBIT C

PERFORMANCE BOND
We, Earthscapes Landscape, Inc., a California corporation, as Principal, and ____________, as Surety, jointly and severally, firmly bind ourselves, our heirs, representatives, successors and assigns, as set forth herein, to the City of Carson (“City”) for payment of the penal sum of Nine Million Three Hundred Thousand Six Hundred Forty-Eight U.S. Dollars and Zero Cents ($9,300,648.00). City and Principal have entered into an agreement, or are about to enter into the agreement attached hereto and incorporated by reference herein, for completion of public works for the property(ies) referenced in said agreement. Surety herein approves of the terms and conditions of said agreement and binds itself to faithfully perform the obligations of Principal therein if Principal fails to so perform. Surety acknowledges that the agreement herein referenced shall be that document as executed by City and Principal.

THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal shall in all things stand to and abide by, and well and truly keep and perform all of the covenants, conditions, and provisions in said agreement, and any alteration thereof made as therein provided, on Principal's part to be kept and performed at the time and in the manner therein specified, and shall indemnify and save harmless the City, City’s engineer, and their consultants, and each of their officials, directors, officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

Surety agrees that should it fail to take over and diligently perform the agreement upon Principal's default after notice and within the time specified in the agreement, Surety will promptly on demand deposit with City such amount as City may reasonably estimate as the cost of completing all of Principal's obligations. Surety's obligation for payment herein shall exist, notwithstanding any controversy between Principal and City regarding Principal's failure under the agreement, and payment by Surety should be conclusively presumed between the parties herein to relieve, as demanded, Surety's obligations herein and shall be deemed proper payment as between Principal and Surety.

Surety agrees that no change, extension of time, alteration, or addition to the terms of the agreement, or the work to be performed thereunder or the plans and specifications, or any matters unknown to Surety which may affect Surety's risk shall in any wise affect its obligation on this bond, and it does thereby waive notice thereof.

Principal and Surety agree that if the City is required to engage the services of an attorney in connection with the enforcement of this bond, each shall pay City's reasonable attorneys' fees incurred, with or without suit, in addition to the above sum. 01007.0006 2203354.1
Executed this day of _________, ____.

Seal of Corporation _____________
By:____________________________________
Authorized Representative of Principal
Title: _____________
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVES)
Any claims under this bond may be addressed to: (check one) Surety's agent for service
of process in California: ( ) _____________________
[name of surety company]
_________________________ ____________________________________ Name Street Number
_________________________ ____________________________________ Street Number City and State
_________________________ ____________________________________ City and State Telephone Number
_________________________
Telephone Number
By:____________________________________
Attorney in Fact or other
Representative
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVE)
Furnish the name, address and phone number of the company agent as well as the surety company.

Sureties must be authorized to do business in and have an agent for service of process in California and be on the accredited list of the United States Treasury Department (their bonds will be limited to such amounts as would be acceptable to the Treasury Department), and otherwise meet the requirements of the agreement.
01007.0006 2203354.1

EXHIBIT D

PAYMENT BOND
We, Earthscapes Landscape, Inc., a California corporation, as Principal, and ____________, as Surety, jointly and severally, firmly bind ourselves, our heirs, representatives, successors and assigns, as set forth herein, to the City of Carson (“City”) and those for whose benefit this bond insures in the sum of Nine Million Three Hundred Thousand Six Hundred Forty-Eight U.S.

Dollars and Zero Cents ($9,300,648.00). City and Principal have entered into an agreement, or are about to enter into the agreement attached hereto and incorporated by reference herein, for completion of public works for the property(ies) referenced in said agreement. Surety herein approves of the terms and conditions of said agreement and binds itself to faithfully perform the obligations of Principal therein if Principal fails to so perform. Surety acknowledges that the agreement herein referenced shall be that document as executed by City and Principal. If Principal or any of Principal's contractors or subcontractors, fails to pay any of the persons named in Section 9000 et seq. of the California Civil Code employed in the performance of the agreement for materials furnished or for labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, then Surety shall pay the same in an amount not exceeding the sum specified above, and also shall pay, in case suit is brought upon this bond, such reasonable attorneys' fees as shall be fixed by the court.

Surety agrees that it shall pay the amounts due the persons above named and diligently perform the agreement upon Principal's default after notice and within the time specified in the agreement.

If Surety fails to perform within the times specified in the agreement, Surety shall promptly on demand deposit with City such amount as City may reasonably estimate as the cost of completing all of Principal's obligations. Surety's obligation for payment herein shall extend, notwithstanding any controversy between Principal and City regarding Principal's failure under the agreement.

Principal and Surety agree that any payment by Surety pursuant to this paragraph should be conclusively presumed between the parties herein to relieve, as demanded, Surety's obligation herein and shall be deemed proper payment as between Principal and Surety.

This bond shall insure to the benefit of any and all of the persons named in Section 9000 et seq. of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this bond.

Surety agrees that no change, extension of time, alteration, or addition to the terms of the agreement, or the work to be performed thereunder, or the plans and specifications, or any matters unknown to Surety which might affect Surety's risk, shall in any way affect its obligation on this bond, and it does hereby waive notice thereof.

Principal and Surety agree that should City become a party to any action on this bond, that each will also pay City's reasonable attorneys' fees incurred therein in addition to the above sums. 01007.0006 2203354.1
Executed this _____________ day of ___________, ______.

Seal of Corporation ______________
By:______________________________
Authorized Representative of Principal
Title: __________
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVES)
Any claims under this bond may be addressed to: (check one) Surety's agent for service
of process in California: ( ) ________________
[name of surety]

_________________________ _____________________________ Name Street Number
_________________________ _____________________________ Street Number City and State
_________________________ _____________________________ City and State Telephone Number
_________________________
Telephone Number
By:_____________________________
Attorney in Fact or other
Representative
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVE)
Furnish the name, address and phone number of the company agent as well as the surety company.

EXHIBIT E

INVOICE FORM
RESOLUTION NO. 26-125
A RESOLUTION OF THE CITY OF CARSON CITY COUNCIL AMENDING THE FISCAL YEAR 2026–27

BUDGET IN THE GENERAL FUND, SPECIAL REVENUE FUNDS, ENTERPRISE FUNDS, AND THE

CAPITAL IMPROVEMENT PROGRAM (CIP) FUND
WHEREAS, the City Council adopted the Fiscal Year 2026-27 budget on February 17, 2026, for the General Fund and Special Revenue Funds of the City via Resolution No. 26-125; and WHEREAS, the City Council desires to amend the Fiscal Year 2026-27 budget; and WHEREAS, the City Council has determined it necessary to amend the Fiscal Year 2026-27 General Fund budget, Special Revenue Funds, Enterprise Funds, and Capital Improvement Program (CIP) budget.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CARSON DOES HEREBY RESOLVE, FIND, DETERMINE, AND ORDER AS FOLLOWS:

Section 1. The following amendment(s) will be made to the City’s Fiscal Year 2026-27 budget.

Account Description Increase/(Decrease)
101-99-999-904-8012-PW1801 Infrastructure Roadways $3,995,745.20

Section 2. The City Clerk shall certify the adoption of thisresolution and shall keep a copy of this resolution attached to the Fiscal Year 2026-27 budget on file, and effective as of October 20, 2026, the same shall be in force and effect.

PASSED, APPROVED, AND ADOPTED this 20th day of October, 2026.

APPROVED AS TO FROM: CITY OF CARSON:
_________________________ ________________________
Sunny K. Soltani, City Attorney Lula Davis-Holmes, Mayor ATTEST:
_______________________________
Dr. Khaleah K. Bradshaw, City Clerk

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF CARSON )
I, Dr. Khaleah K. Bradshaw, City Clerk of the City of Carson, California, hereby attest to and certify that the foregoing resolution, being ResolutionNo. 26-125 adopted by the City of Carson City Council at its meeting held on October 20, 2026 by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMEBES:

ABSENT: COUNCIL MEMBERS:
_____________________________
Dr. Khaleah K. Bradshaw, City Clerk

CITY OF CARSON
File #: Version:

Report to Honorable Mayor and City Council
Tuesday, October 20, 2026, 5:00 PM
DISCUSSION 29.

To: Honorable Mayor and City Council
From: Dr. Khaleah K. Bradshaw, City Clerk CCO Administration Subject: CONSIDERATION OF ONLY LOCAL UNCONTESTED APPOINTMENTS TO THE CITY’S

COMMISSIONS, COMMITTEES, AND BOARDS, AND CITY AFFILIATED ORGANIZATIONS BY MAYOR AND

CITY COUNCIL AND CONSIDER ALL (CONTESTED AND UNCONTESTED) APPOINTMENTS TO ALL

COMMISSIONS (CITY COUNCIL)
I. SUMMARY
This item is on the agenda to consider only uncontested appointments of City Commission, Committee, and Board members in accordance with the City Charter, Article VI, by Mayor and City Council.

Also, consider all (contested and uncontested) appointments to all commissions and also consider appointments to City Affiliated Organizations.

Pursuant to Section 602 of the City Charter provides, in part, the mayor and each member of the city council may appoint one member to a position on each City board or City commission, and the remaining membership positions shall be appointed by the mayor and approved by a majority of the city council, including the three alternates.

II. RECOMMENDATION
TAKE the following actions:

1. CONSIDER and only APPOINT uncontested members to the City Commissions, Committees, and Boards;

2. CONSIDER and APPOINT all (contested and uncontested) members to all commissions except Planning Commission and Environmental Commission;

3. CONSIDER and APPOINT members to City Affiliated Organizations;

4. DIRECT the City Clerk to notify all affected appointments of this action in writing;

5. IF APPLICABLE, DIRECT the City Clerk to post and publish in accordance with the Maddy Act III. ALTERNATIVES
N/A
IV. BACKGROUND
701 East Carson Street
Every two years after the municipal election, most Commission and Board appointments expire. As unscheduled vacancies occur and/or members are frequently absent, it is best practice to consider new appointments.

Invitations to submit an appointment application for all interested person(s) were posted in accordance with the Maddy Act. Applications for individuals requesting appointments were previously provided under separate cover to the Mayor and City Council.

V. FISCAL IMPACT
Funds for member stipends are already budgeted for Fiscal Year 2026-2027.

VI. EXHIBITS

1. Updated Local Appointments List for Commissions, Committees, and Boards Attachments
Updated_Local_Appointments_List_for_Commissions_Committees_and_Boards.pdf

LOCAL APPOINTMENTS LIST FOR COMMISSIONS, COMMITTEES, AND BOARDS
(Pursuant to Government Code Section 54970 et seq.)
NOTICE IS HEREBY GIVEN that the current terms for the following Commissioners, Committee, and Board Members will expire as indicated for the respective bodies listed. Any interested resident of the City of Carson, California, is eligible to serve on any of the commissions, committees, or boards below, unless otherwise specified. Applications are available at the City Clerk's Office by request at (310) 952-1720.
* The following appointed positions may receive compensation ** Mayor's uncontested appointment
Vacant
I. COMMISSIONS
Article VI, §602 of the City Charter: To be qualified for appointment, the member shall be a qualified elector of the City, shall be domiciled in the City for at least sixty (60) days immediately preceding their appointment, and shall continue to reside in the City for the duration of his or her tenure, unless otherwise provided by ordinance.

Meetings: 1st Thursday, 8:00 a.m. (Executive Conference Room) Staff Liaison: Chris Palmer, Economic Development Manager x1365 and LaToya Butler, Innovation & Business Liason x1320
Support Staff: Sandy Solis, Division Secretary x1325
Commissioner Appointed Term Expires
Aldridge Jr., Ray (LDH)** 12-06-22 11-30-26
Childers, Christopher (CH) 12-06-22 11-30-26
Embry, Darren (LDH) 04-04-23 11-30-26
Kelley, Blake (LDH) 04-04-23 11-30-26
Jimenez, Trini (AR) 12-06-22 11-30-26
Luevano, Jose (JH) 06-17-25 11-30-26
Sparrow, Clyde (LDH) 04-04-23 11-30-26
Ross, Kevin (LDH) 10-06-26 11-30-26
Baddeley, Kevin (JD) 06-17-25 11-30-26
Cordova, Ted (LDH) Alt. 1 04-04-23 11-30-26
Ibarra, Victor (LDH) Alt. 2 02-06-24 11-30-26
Vacant (LDH) Alt. 3 11-30-26
[2] Environmental Commission*
Established by: Ordinance No. 70-128; §1 (CMC §2750); Ordinance No. 21-2103 Membership: 9 members; 3 alternates
Qualification: Shall be and remain a resident of the City of Carson and be at least eighteen (18) years of age at the time of the member's appointment Meetings: 1st Wednesday, 6:30 p.m. (Executive Conference Room) Staff Liaison: Reata Kulcsar, Innovation & Sustainability Officer x1312 Support Staff: Jessica Coria, Division Secretary x1823; Evelyne Carmona, Senior Administrative Analyst x1636; Kristin Smith, Council Aide x1743 Commissioner Appointed Term Expires
Morgan, Daniel (JH) 06-16-26 11-30-26
Swayzer, Ezekiel (LDH) 12-03-24 11-30-26
Hopson, Lillian (LDH)** 12-03-24 11-30-26
Ford, Brittney (LDH) 05-21-25 11-30-26
Koons, William (JD) 12-03-24 11-30-26
Peralta, Maribel (AR) 01-07-25 11-30-26
Hunt, Joseph (LDH) 05-21-25 11-30-26
Taylor, Hourie (CH) 12-06-22 11-30-26
Watkins, Freeman (LDH) 12-03-24 11-30-26
Vacant (LDH) Alt. 1 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Vacant (LDH) Alt. 3 11-30-26
[3] Human Relations Commission*
Established by: Ordinance No. 74-294; Ordinance No. 87-812, §1; Ordinance No. 89-883,§1
Membership: 11 members (7 general, 2 youth, 2 w/ a focus on disability-related matters); 3 alternates
Qualification:Shall be a resident of the City of Carson. Youth members shall be 16- 21 years of age, enrolled in school at time of appointment, maintain a 2.0 GPA, shall have interest in human relations.

Meetings: 3rd Wednesday, 6:30 p.m. (City Manager Conference Room) Staff Liaison: Cac Le, Council Aide x1722
Support Staff:

Commissioner Appointed Term Expires
Junio, Teresita (LDH) 12-03-24 11-30-26
Calhoun, Jill (AR) 12-06-22 11-30-26
Davenport, Kimberley (JH) 04-04-23 11-30-26
Fuentes, Sonia (JD) 12-02-25 11-30-26
Ramos, Jessica (LDH) 12-03-24 11-30-26
Reed, Cassandra (CH) 12-06-22 11-30-26
Russ, Harriett (LDH)** 12-03-24 11-30-26
Ifeacho, Dr. Chinyere (LDH) Alt. 1 12-03-24 11-30-26
Viernes, Irene (LDH) Alt. 2 12-03-24 11-30-26
Vacant (LDH) Alt. 3 11-30-26
Thompson, Audra (LDH) Disability Advocate 10-21-25 11-30-26 Padua, Luz (LDH) Disability Advocate 10-21-25 11-30-26
Paxton, Cameron (LDH) Youth 02-18-25 11-30-26
Dominga, Maya (LDH) *Pending Oath Youth 10-06-26 11-30-26 [4] Parks, Recreation, and Cultural Arts Commission*
Established by: Ordinance No. 69-65 (CMC §2735); Ordinance No. 21-2106 Membership: 9 members; 3 alternates
Qualification: Resident of City of Carson
Meetings: Last Thursday, 6:30 p.m. (Executive Conference Room) Staff Liaison: Michael Whittiker, Jr. Director of Community Services x3571 Support Staff: Kimberyly Madrigal, Administrative Secretary x3581 Commissioner Appointed Term Expires
Cainglet, Jesus-Alex (CH) 12-06-22 11-30-26
Cortado, Kimberly (JH) 06-20-23 11-30-26
Dahilig Jr., Cesar (LDH) 12-03-24 11-30-26
Lawrence, Shannon (LDH) 12-03-24 11-30-26
Gonzalez, Walter (LDH) 12-03-24 11-30-26
Hilliard, Kisa (JD) 12-03-24 11-30-26
Hunter, Edwina (AR) 12-06-22 11-30-26
Langston, DeAnthony (LDH) 12-03-24 11-30-26
Johnson, Jo Jacqueline (LDH)** 04-01-25 11-30-26
Brown Sr., Kelvin (LDH) Alt. 1 12-03-24 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Brillantes, Rudolfo (LDH) Alt. 3 12-03-24 11-30-26
[5] Planning Commission*
Established by: Ordinance No. 13 (CMC §2700); § 606 of the City Charter Membership: 9 members; 3 alternates
Qualification: Resident of City of Carson
Meetings: 2nd and 4th Tuesday, 6:30 p.m. (City Council Chambers) Staff Liaison: Christopher Palmer, Economic Development Manager x1365 Support Staff: McKina Alexander, Planning Manager x1326; Laura Gonzalez, Planning Secretary x 1328
Commissioner Appointed Term Expires
Diaz, Louie (JD) 12-03-24 11-30-26
Docdocil, Frederick (LDH)** 12-03-24 11-30-26
Guerra, Carlos (LDH) 12-03-24 11-30-26
Vacant (AR) 11-30-26
Huff, Del (LDH) 12-03-24 11-30-26
Wilson, Leticia (LDH) 12-03-24 11-30-26
Mfume, DeQuita (LDH) 12-03-24 11-30-26
Johnson, Clarence (JH) 03-19-24 11-30-26
Thomas, Dianne (CH) 12-06-22 11-30-26
Montecarlo, Jaime (LDH) Alt. 1 12-03-24 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Vacant (LDH) Alt. 3 11-30-26
[6] Public Relations Commission*
Established by: Ordinance No. 01-1239, §2 (CMC §27105.1) Membership: 9 members; 3 alternates
Qualification: Shall be a resident of the City of Carson and be at least eighteen (18) years of age at the time of the member's appointment.

Meetings: 4th Tuesday, 12:00 p.m. (City Manager Conference Room) Staff Liaison: Danielle Halsey, Public Information Analyst x1606 Support Staff: Christine Foisia, Senior Clerk x1740
Commissioner Appointed Term Expires
Eatman, Sonya (LDH) Community Rep. 12-03-24 11-30-26
Waddis, Dorcas (LDH)* Community Rep. 06-17-25 11-30-26
Stewart, Linda (LDH) Community Rep. 12-03-24 11-30-26
Sandoz, Jeretta (AR) Community Rep. 12-03-24 11-30-26
Ross, Dorothy (JD)
Public Relations
Specialist 12-03-24 11-30-26
Smith, Shirley (LDH) Public Relations
Specialist 10-06-26 11-30-26
Pitcher, Pamela (LDH)
Public Relations
Specialist 12-03-24 11-30-26
Smith, Byron (CH)
Public Relations
Specialist 03-06-24 11-30-26
Price, Dr. Denice (JH)
Public Relations
Specialist 04-04-23 11-30-26
Washington, Deborah (LDH) Alt. 1 06-17-25 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Page, Brent (LDH) Alt. 3 02-18-25 11-30-26
[7] Public Safety Commission*
Established by: Ordinance No. 99-1160 §1; Ordinance No. 01-1239 §1 (CMC §27103.6); Ordinance No. 21-2104
Membership: 9 members; 3 alternates
Qualification: Shall be a resident of the City of Carson and be at least eighteen (18) years of age at the time of the member's appointment.

Meetings: 3rd Thursday, 6:30 p.m. (Executive Conference Room) Staff Liaison: Priscilla Palma, Division Secretary x1787 Support Staff:

Commissioner Appointed Term Expires
Allen, Jeffrey (LDH) 12-03-24 11-30-26
Arnold, Keith (LDH) 12-03-24 11-30-26
Flinton, Lawrence (AR) 08-06-24 11-30-26
Dacus, Samuel (LDH) 12-03-24 11-30-26
Dorsey, Donnie (CH) 12-06-22 11-30-26
Lewis, Prentiss (JH) 04-04-23 11-30-26
Rivers, Angela (LDH) 12-03-24 11-30-26
Romero, Heidi (LDH)** 12-03-24 11-30-26
Cogut, Louis (JD) 12-03-24 11-30-26
Wilson, Michael (LDH) Alt. 1 12-03-24 11-30-26
Brown, Randy (LDH) Alt. 2 12-03-24 11-30-26
Fernandez, Jesus (LDH) *Pending Oath Alt. 3 10-06-26 11-30-26 [8] Public Works Commission*
Established by: Ordinance No. 99-1181 §2 (CMC §2798.6)
Membership: 9 members; 3 alternates
Qualification: Have interest, experience or ability in construction, transportation, traffic, or circulation areas to ensure that traffic, vehicle parking, bikeways, and transportation systems and other City facilities are regulated and constructed in a manner calculated to best provide for the safety and welfare of the public.

Shall be and remain a resident of, or have a place of employment or business in, the City of Carson, and be at least eighteen (18) years of age at the time of the member’s appointment.

Meetings: 2nd Monday, 6:30 p.m. (Executive Conference Room) Staff Liaison: Gilbert Marquez, Principle City/Civil Engineer x1813 Support Staff: Taelour James, Division Secretary x1801
Commissioner Appointed Term Expires
Fields, Brandon (AR) 02-03-26 11-30-26
Calhoun, James (JD) 01-20-26 11-30-26
Fe'esago, Uli (LDH) 01-20-26 11-30-26
McNichols, Ryan (LDH) 12-03-24 11-30-26
Howard, Kobii (LDH) 01-20-26 11-30-26
Hollaway, John (LDH) 04-07-26 11-30-26
Mmeje, Uzoma (CH) 10-06-26 11-30-26
Martin, Jr., Marion (LDH) 12-03-24 11-30-26
Thames, Ta-Taneisha (JH) 07-07-26 11-30-26
Obiora, Emmanuel (LDH) Alt. 1 12-03-24 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Wilson, Daniel (LDH) Alt. 3 01-20-26 11-30-26
[9] Senior Citizens Advisory Commission*
Established by: Ordinance No. 97-1119, §1 (CMC §2799.6) Membership: 11 members; 3 alternates
Qualification: Resident of the City of Carson and be at least 50 years of age at the time of appointment.

Meetings: 2nd Monday, 4:00 p.m. (Community Center, Carson/Donminguez room) Staff Liaison: Mike Whittiker, Jr., Director of Community Services x1780; Dani Cook, Human Services Supervisor x1480
Support Staff: Brenda Reed, Senior Clerk x1775
Commissioner Appointed Term Expires
Graves, Shirley (LDH)** 12-03-24 11-30-26
Lopez, Delia (LDH) 12-03-24 11-30-26
Leverette, Ernestine (AR) 05-06-25 11-30-26
Dunn, Linda (LDH) 12-03-24 11-30-26
Bates, Billye (LDH) 12-03-24 11-30-26
Patterson, Patricia (LDH) 12-03-24 11-30-26
Ronquillo, Myrna (JD) 12-03-24 11-30-26
Ruiz-Raber, Julie (CH) 12-06-22 11-30-26
Seymore, Dr. Vergie (JH) 04-04-23 11-30-26
Simpson-Lott, Darlene (LDH) 12-03-24 11-30-26
Walker, Itelia (LDH) 12-03-24 11-30-26
Brown, LaRhonda (LDH) Alt. 1 12-03-24 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Davis, Pauline (LDH) Alt. 3 12-03-24 11-30-26
[10] Veterans Affairs Commission*
Established by: Ordinance No. 99-1154, §1 (CMC §27102.6) Membership: 11 members; 3 alternates
Qualification: Shall be a resident of the City of Carson and be at least eighteen (18) years of age at the time of the member's appointment.

Meetings: 3rd Monday, 6:00 p.m. (Veterans Sports Complex - Activity Room) Staff Liaison: Kisheen Tulloss, Council Aide x1711
Support Staff: Mikala Multiauaopele, Division Secretary x3557 Commissioner Appointed Term Expires
Batucal, Arthur (JH) 04-04-23 11-30-26
Boyd, Robert (JD) 12-03-24 11-30-26
Branch, Jr., Roger (LDH) 12-03-24 11-30-26
Da Silva, Manuel (LDH) 12-03-24 11-30-26
Raber, Brian (CH) 12-06-22 11-30-26
Salomon, Emmanuel (LDH) 12-03-24 11-30-26
Mosequera, Nemie P. (LDH)** 12-03-24 11-30-26
Woods, Richard (LDH) 12-03-24 11-30-26
Woods, Thomas (LDH) 12-03-24 11-30-26
Seay, Al (LDH) 12-03-24 11-30-26
Wilvert, Karl (AR) 12-06-22 11-30-26
Vacant (LDH) Alt. 1 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Vacant (LDH) Alt. 3 11-30-26
[11] Women's Issues Commission*
Established by: Ordinance No. 02-1246, §1 (CMC §27106.6) Membership: 9 members; 3 alternates
Qualification: Shall be a resident of the City of Carson or work in the City of Carson during their tenure on the Commission and shall be at least eighteen (18) years of age at the time of the member's appointment
Meetings: 4th Monday, 6:00 p.m. (City Manager Conference Room) Staff Liaison: Keichun Graves, Council Aide x1799
Support Staff:

Commissioner Appointed Term Expires
De La Cruz Manio, Connie (LDH) 02-03-26 11-30-26
Fielder, Yolanda (LDH) 12-03-24 11-30-26
Fields-Robinson, Dr. Leandrea (LDH)** 12-03-24 11-30-26 Foster, Carolyn (LDH) 12-03-24 11-30-26
Finley, Stephanie (JD) 10-21-25 11-30-26
Odom Houze, Susan (JH) 04-04-23 11-30-26
Price, Dr. Greta (AR) 12-06-22 11-30-26
Benson, Charlotte (CH) *Pending Oath 09-15-26 11-30-26
Tresvant, Sheila (LDH) 12-03-24 11-30-26
Jones-Phillips, Jennifer (LDH) Alt. 1 06-03-26 11-30-26 Mackson, Monique (LDH) Alt. 2 12-03-24 11-30-26
Giles Washington, Christyna (LDH) Alt. 3 04-07-26 11-30-26 [12] Youth Commission*
Established by: Ordinance No. 98-1132, §1 (CMC §27100.6) Membership: 11 members; 3 alternates
Qualification: Resident of the City of Carson and be at least 13, but not more than 18 years of age at the time of appointment.

Meetings: 2nd Wednesday, 7:00 p.m. (Executive Conference Room) Staff Liaison: Brian Legaspi, Council Aide x 1721
Support Staff:

Commissioner Appointed Term Expires
Mitchell, Hannah (LDH) 06-06-24 11-30-26
Moore, Joshua (JH) 06-06-24 11-30-26
Flores, Sebastian (LDH) 09-15-26 11-30-26
Estrada, Juan (LDH) 06-06-24 11-30-26
Vacant (JD) 11-30-26
Cones-Cano, Sydney (LDH) 01-06-26 11-30-26
Zulueta, Nathaniel (LDH)** 02-17-26 11-30-26
Wood, Zoey (CH) 06-06-24 11-30-26
Ortiz, Miranda (LDH) 01-06-26 11-30-26
Homna, Kayla (AR) 01-07-25 11-30-26
Macias, Lea (LDH) 01-07-25 11-30-26
Perez, Alex (LDH) Alt. 1 09-15-26 11-30-26
Peji, Gian Matthew (LDH) Alt. 2 09-15-26 11-30-26
Harris, Leilah (LDH) Alt. 3 09-15-26 11-30-26
II. BOARDS & COMMITTEES
Article VI, §602 of the City Charter: To be qualified for appointment, the member shall be a qualified elector of the City, shall be domiciled in the City for at least sixty (60) days immediately preceding their appointment, and shall continue to reside in the City for the duration of his or her tenure, unless otherwise provided by ordinance.

The mayor and each member of the city council may appoint one member to a position on each City board, committee or commission, and the remaining membership positions shall be appointed by the mayor and approved by a majority of the city council, including the three alternates.
[13] Measure C and Measure K Budget Oversight Committee Established by: Ordinance No. 09-1423 (CMC §61119); Amended by Resolution No. 19-027; Amended by Resolution No. 221-030
Membership: 5 members; 2 alternates
Qualification: Resident of the City of Carson
Meetings: 2nd Tuesday, 6:30 p.m. (Community Center)
Staff Liaison: William Jefferson, Director of Finance x1756 Support Staff: Vicki Hernandez, Senior Clerk x1744
Appointed Term Expires
Dorsey-Reeves, Vera (CH) 04-04-23 11-30-26
Cottrell-Fulbright, Lisa (AR) 05-06-25 11-30-26
Hunter, Cynthia (LDH) 04-04-23 11-30-26
Momoli, Nora (JD) 12-03-24 11-30-26
Hemphill, Dr. Afia (JH) 12-03-24 11-30-26
Vacant (LDH) Alt. 1 11-30-26
Vacant (LDH) Alt. 2 11-30-26
[14] Mobilehome Park Rental Review Board
Established by: Ordinance No. 79-485U, §4702; §607 of the City Charter Membership: 7 members (2 resident homeowners, 2 park owners, 3 at-large who are residents of the City and not homeowners, park owners, landlords, property managers or tenant in multifamily housing); 8 alternates (2 resident homeowners, 2 park owners, 4 at-large)
Qualification: See membership.

Meetings: 2nd and 4th Wednesday, 6:30 p.m. (City Council Chambers) Staff Liaison: Tara Matthew, Interim Housing Program Manager x1708 Support Staff: Sandy Solis, Division Secretary x1325
Appointed Term Expires
Richardson, Sheila (JH) At-large 06-16-26 11-30-26
Valdez, Daniel (JD) At-large 12-03-24 11-30-26
Sumaron, Michael (AR) *Pending Oath At-large 09-15-26 11-30-26 Clark Harris, Dr. Alice (LDH) At-large Alt. 1 04-04-23 11-30-26 Muhammad, Nafis (LDH) At-large Alt. 2 04-04-23 11-30-26 Perez, Karey (LDH) At-large Alt. 3 04-04-23 11-30-26
Hayes, Phyllis (LDH) At-large Alt. 4 04-04-23 11-30-26
Horton, Maria (LDH) Park Owner 12-02-25 11-30-26
Forbath, Susy (LDH) Park Owner 04-04-23 11-30-26
Dzikowski, Barbara (LDH) Park Owner Alt. 1 12-02-25 11-30-26 Kleege, Robert Bruce (LDH) Park Owner Alt. 2 03-04-25 11-30-26 Vacant (LDH)** Resident Homeowner 11-30-26
Hernandez, Susan (CH) Resident Homeowner 09-01-26 11-30-26 Davis, William (LDH) Resident Homeowner
Alt. 1 04-04-23 11-30-26
Vacant (LDH) Resident Homeowner
Alt. 2 11-30-26
[15] Relocation Appeals Board
Established by: Ordinance No. 74-313 (CMC §21004)
Membership: 9 members; 3 alternates
Qualification: Resident of the City of Carson
Meetings: Only when necessary
Staff Liaison: Sandy Solis, Economic Development Liaison x1325 Support Staff:

Appointed Term Expires
Batucal, Dennis (LDH) 04-04-23 11-30-26
Evans, Linda (LDH) 04-04-23 11-30-26
Tate, Dorothy (LDH)** 01-23-24 11-30-26
Guray, Jr., Tancredo "Jun" (JD) 12-03-24 11-30-26
Witherspoon, Murphy (LDH) 01-07-25 11-30-26
Anson, Jr., Oscar (LDH) 01-23-24 11-30-26
Vacant (CH) 11-30-26
Morrison, Christopher (JH) 09-16-25 11-30-26
Vacant (AR) 11-30-26
Vacant (LDH) Alt. 1 11-30-26
Vacant (LDH) Alt. 2 11-30-26
Vacant (LDH) Alt. 3 11-30-26
III. SPECIAL COMMITTEE
[16] General Plan Advisory Committee
Established by: Minute Action 10-03-17; Amended by Resolution No. 19-029; Amended by Resolution No. 21-031
Membership: 7 members; 2 alternates
Meetings: Only when necessary
Staff Liaison: McKina Alexander, Planning Manager x1326 Support Staff: Planning Technician x1327
Appointed Term Expires
Mayor Lula Davis-Holmes (LDH) 04-04-23 11-30-26
Councilmember Jim Dear (JD) 12-03-24 11-30-26
Brimmer, Charlotte (LDH)** 04-04-23 11-30-26
Dudley-Kimble, Monica (CH) 04-04-23 11-30-26
Gonzalez, Leonor (AR) 04-04-23 11-30-26
Hamilton, Dr. John (JH) 04-04-23 11-30-26
Sheriff Department Representative (LDH) 04-04-23 11-30-26 Cottrell-Fulbright, Lisa (LDH) Alt. 1 04-04-23 11-30-26 Lott, Aminika (LDH) Alt. 2 04-04-23 11-30-26
IV. SPECIAL BOARD
[17] Carson Reclamation Joint Powers Authority (CRJPA)
Established by: Resolution No. 15-01-CRJPA; Resolution No. 21-02-CRJPA Membership: 5 members
Meetings: 1st Monday, 4:00 p.m. (Helen Kawagoe Council Chambers) Staff Liaison: John Raymond, Executive Director x1773
Support Staff: Sylvia Rubio, Executive Assistant x1318
Appointed Term Expires
Authority Chair Lula Davis-Holmes 01-20-26 01-20-31
Vice Chair Cedric Hicks 01-20-26 01-20-31
Board Member Ray Aldridge, Jr. 01-20-26 01-20-31
Board Member Lillian Hopson 01-20-26 01-20-31
Board Member Dianne Thomas 01-20-26 01-20-31
V. COUNCIL SUB-COMMITTEES
[18] Bingo/Fireworks
Established by: Minute Order 04-02-19
Appointed
Mayor Davis-Holmes 12-03-24
Councilmember Rojas 12-03-24
[19] Community Development/Housing/Logistics & Transit Standing Committee
Established by: Minute Order 04-02-19
Appointed
Mayor Davis-Holmes 12-03-24
Mayor Pro Tempore Hicks, Sr. 12-03-24
[20] Dignity Health Sports Park/CSUDH/Community Center Standing Committee
Established by: Minute Order 04-02-19
Appointed
Mayor Pro Tempore Hicks, Sr. 06-01-21
Councilmember Dr. Hilton 06-01-21
[21] Legislative Ad Hoc Committee
Established by: Minute Order 02-16-21
Appointed
Mayor Pro Tempore Hicks, Sr. 12-03-24
Councilmember Dr. Hilton 12-03-24
[22] City Hall/Community Center Renovation Ad Hoc Committee Established by: Minute Order 01-16-21
Appointed
Mayor Davis-Holmes 01-26-21
Councilmember Dr. Hilton 01-26-21
[23] Economic Development/E-Commerce Ad-Hoc Committee
Established by: Minute Order 03-02-21
Appointed
Mayor Davis-Holmes 03-02-21
Mayor Pro Tempore Hicks, Sr. 03-02-21
[24] Conditional Use Permit Ad Hoc Committee
Established by: Minute Order 04-05-22
Appointed
Mayor Davis-Holmes 04-05-22
Councilmember Dr. Hilton 04-05-22
[25] Housing Ad Hoc Committee
Established by: Minute Order 03-16-21
Appointed
Councilmember Dr. Hilton 12-03-24
Mayor Pro Tempore Hicks, Sr. 12-03-24
[26] Diversity, Equity and Inclusion Ad Hoc Committee
Established by: Minute Order 09-07-21
Appointed
Councilmember Dr. Hilton 09-07-21
Councilmember Rojas 03-01-22
[27] Standard Management Procedures and Special Ecents Ad Hoc Committee
Established by: Minute Order 01-04-22
Appointed
Mayor Davis-Holmes 01-04-22
Councilmember Dr. Hilton 01-04-22
[28] Cell 2 Settlement Ad Hoc Committee
Established by: Minute Order 02-07-22 (Carson Reclamation Authority) Appointed
Authority Chair Lula Davis-Holmes 02-07-22
Board Member Dianne Thomas 02-07-22
[29] School Safety Ad Hoc Committee
Established by: Minute Order 02-15-22
Appointed
Councilmember Dr. Hilton 12-03-24
Councilmember Rojas 12-03-24
Captain Jones Norman 12-03-24
[30] Carson Finance and Audit Committee
Established by: Minute Order 06-20-23
Appointed
Mayor Davis-Holmes 06-20-23
Councilmember Rojas 06-20-23
Mayor Pro Tempore Hicks, Sr. 02-18-24
[31] Short-Term Rentals Ad Hoc Committee
Established by: Minute Order 03-02-21
Established by: Minute Order 10-03-23
Appointed
Mayor Davis-Holmes 10-03-23
Councilmember Dr. Hilton 10-03-23
[32] Special Event Ad Hoc Committee
Established by: Minute Order 06-06-24
Appointed
Mayor Davis-Holmes 06-06-24
Councilmember Dr. Hilton 06-06-24
[33] LA '28 Olympics Ad Hoc Committee
Established by: Minute Order 07-16-24
Appointed
Mayor Davis-Holmes 07-16-24
Councilmember Dr. Hilton 07-16-24
[34] Refinery Ad Hoc Committee
Established by: Minute Order 12-03-24
Appointed
Mayor Davis-Holmes 12-03-24
Mayor Pro Tempore Hicks, Sr. 12-03-24
[35] Grocery Store Ad Hoc Committee
Established by: Minute Order 06-18-24
Appointed
Councilmember Dr. Hilton 06-18-24
Mayor Pro Tempore Hicks, Sr. 06-18-24
[36] Gil Smith Mermorial Ad Hoc Committee
Established by: Minute Order 01-07-25
Appointed
Mayor Pro Tempore Hicks, Sr. 02-03-26
Councilmember Dr. Hilton 01-07-25
[37] Energy Ad Hoc Committee
Established by: Minute Order 09-16-25
Appointed
Mayor Pro Tempore Hicks, Sr. 09-16-25
Councilmember Dr. Hilton 09-16-25
[38] Transportation and Dial-A-Ride Services Ad Hoc Committee Established by: Minute Order 11-05-25
Appointed
Mayor Pro Tempore Hicks, Sr. 11-05-25
Councilmember Dr. Hilton 11-05-25
[39] Drive Construction Project Ad Hoc Committee
Established by: Minute Order 03-03-25
Appointed
Mayor Lula Davis-Holmes 03-03-26
Board Member Dianne Thomas 03-03-26
VI. CITY AFFILIATED ORGANIZATIONS
[40] California Contract Cities Association
Appointed
Mayor Pro Tempore Hicks, Sr. Delegate 12-03-24
Mayor Davis-Holmes Alternate 12-03-24
[41] Clean Power Alliance
Ord. No. 17-1633; LACCE Joint Powers (Authority)
Appointed
Mayor Pro Tempore Hicks, Sr. Delegate 11-15-22
Councilmember Rojas Alt. 1 12-03-24
Staff Member Reata Kulcsar Alt. 2 11-15-22
[42] County of Los Angeles Public Library Commission
Appointed
Mayor Davis-Holmes Delegate 12-03-24
[43] County SanitationDistricts of Los Angeles (Dist. No. 8)* Automatic designation of Mayor as Delegate per Health and Safety Code Section 4730. City Council as governing body, must select an alternate to act in place of presiding officer (Mayor) in absence, inability, or refusal to act.

Appointed
Mayor Davis-Holmes Delegate 01-26-21
Councilmember Dr. Hilton Alternate 12-03-24
[44] Greater Los Angeles County Vector Control District (Formerly SE Mosquito Abatement)*
The District’s governing power is vested in its 35 members of the Board of Trustees. One trustee is appointed by each of the 34 cities and the County Board of Supervisors appoints one to represent unincorporated areas of Los Angeles County. To be appointed, the member must reside in and be a resident voter of the representative city (or county for county member) in the District.

Board member duties and responsibilities include setting policy, establishing the budget, approving expenditures, and retaining legal counsel. The vector Trustee appointment and term are governed by the State Health and Safety Code and begin and end on the first Monday in January. Additionally, the State Health and Safety code does not allow for alternate members to be appointed.

Appointed Term Expires
Councilmember Dear Delegate 01-26-21 01-05-26
(effective 01-03-22)
[45] L.A. County City Selection Committee
Per Government Code Section 50270, the membership of each such City Selection Committee shall consist of the Mayor of each city within the county. Members of the LA County City Selection Committee include the Mayor of each city within Los Angeles County. Each city appoints an elected official as a delegate to the City Selection Committee; it usually is the Mayor. The term of office for each Member of the LA County City Selection Committee coincides with City Mayor terms, and the Committee meets three or four times a year, at the call of the Chairman.

Their duties are to appoint City representatives to such Boards, Commissions and Agencies as may be required by law, i.e., LAFCO, South Coast Air Quality Management District, Los Angeles County Metropolitan Transportation Authority, Los Angeles County Hazardous Waste Management Advisory Committee; and to nominate for appointment Members to the California Coastal Commission. Nominations for the City Selection Committee appointees to the MTA are made by the Sector Subcommittees for the Sectors whose representatives’ terms are expiring. The cities assigned to one of the four regions in Los Angeles County. Nominations for the City Selection Committee appointees to the MTA are made by the Sector Subcommittees for the Sectors whose representatives’ terms are expiring. The cities assigned to one of the four regions in Los Angeles County (North County/San Fernando Valley, San Gabriel Valley, Southeast Long Beach and Southwest Corridor) shall meet as a Sector Subcommittee. Each candidate with a majority weighted vote will then be nominated from that Sector for consideration for appointment to the MTA.

Appointed
Mayor Davis-Holmes Delegate 01-26-21
Councilmember Dr. Hilton Alternate 01-23-24
[46] League of California Cities
Appointed
Councilmember Rojas Delegate 03-01-22
Councilmember Dr. Hilton Alt. 1 01-26-21
Mayor Davis-Holmes Alt. 2 12-03-24
[47] League of California Cities (Los Angeles Co. Division) Appointed
Councilmember Dr. Hilton Delegate 12-03-24
Councilmember Rojas Alt. 1 01-26-21
Mayor Davis-Holmes Alt. 2 12-03-24
[48] National League of Cities
Appointed
Mayor Pro Tempore Hicks, Sr. Delegate 01-26-21
Councilmember Rojas Alt. 1 12-03-24
Councilmember Dr. Hilton Alt. 2 12-03-24
[49] South Bay Cities Council of Govts (Joint Powers Authority) Appointed
Mayor Pro Tempore Hicks, Sr. Delegate 01-26-21
Mayor Davis-Holmes Alternate 12-03-24
[50] South Bay Workforce Investment Board
Appointed Term Expires
Ted Cordova Member 06-18-24 06-30-28
Jeffrey Jennison Member 06-18-24 06-30-28
Janice Jimenez Member 07-01-21 06-30-25
Tamala Lewis Member 07-01-19 06-30-23
Tami Lorenzen-Fanselow Member 07-01-19 06-30-23
[51] Southern California Association of Governments (SCAG) Appointed
Councilmember Dr. Hilton Delegate 01-26-21
Mayor Davis-Holmes Alt. 1 01-26-21
Councilmember Rojas Alt. 2 12-03-24
[52] U.S. Conference of Mayors
Appointed
Mayor Davis-Holmes Delegate 01-26-21
Councilmember Rojas Alt. 1 03-01-22
Mayor Pro Tempore Hicks, Sr. Alt. 2 01-26-21
[53] West Basin Water Association
Appointed
Mayor Davis-Holmes Delegate 12-03-24
Mayor Pro Tempore Hicks, Sr. Alternate 01-26-21

Carson City CouncilOctober 20, 2026

Carson City Council
October 20, 2026