Agenda packet — Hermosa Beach City Council, April 22, 2025 (part 2 of 3)

Branch ID Branch Name Section ID From To Lanes Length Width Section True Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
075 ALLEY 07 64' w/o 21ST ST 20TH ST 2 186 20 3,720 N PCC 10-21-2024 98 075 ALLEY 09 BEACH DR 22ND CT 2 61 19 1,159 N AC 11-05-2024 92 075 ALLEY 03 END TENNYSON PL 1 537 11 5,907 N AC 11-06-2024 87 075 ALLEY 01 4TH ST 5TH ST 2 397 15 4,764 N AC 10-24-2024 64 075 ALLEY 05 TENNYSON PL ALLEY w/o TENNYSON PL 1 459 11 5,049 N AC 11-06-2024 63 075 ALLEY 08 RHODES ST ALLEY w/o RHODES ST 2 187 20 3,740 N AC 10-21-2024 39 075 ALLEY 10 20TH ST ALLEY n/o 19TH ST 2 123 20 2,460 N AC 10-21-2024 32 075 ALLEY 02 30TH ST LONGFELLOW AVE 1 269 11 2,959 N AC 11-05-2024 27 075 ALLEY 14 RHODES ST ALLEY w/o RHODES ST 2 189 15 2,835 N AC 10-21-2024 17 075 ALLEY 13 21ST ST 64' s/o 21ST ST 2 64 20 1,280 N AC 10-21-2024 13 Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update Section Inventory and Current Pavement Condition (Alley Network) Alley Network

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Appendix B
10-Year M&R Planning

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Current Funding Level
(by Work Year)

Page 118 of 291 ends

Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
2025 002 04 10TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-24-2024 73 Slurry Seal $4,408.04 2025 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 76 Slurry Seal $5,220.04 2025 010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71 Slurry Seal $6,624.06 2025 011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71 Slurry Seal $3,168.03 2025 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 80 Slurry Seal $3,480.03 2025 015 03 16TH ST MONTEREY BLVD LOMA DR E AC 160 30 4,800 10-24-2024 73 Slurry Seal $1,920.02 2025 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79 Slurry Seal $3,288.03 2025 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 76 Slurry Seal $4,496.04 2025 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 79 Slurry Seal $5,152.84 2025 029 06 21ST ST RHODES ST PROSPECT AVE C AC 433 35 15,155 10-21-2024 71 Slurry Seal $6,062.05 2025 032 01 22ND CT END (S) 22ND ST E AC 313 12 3,756 10-24-2024 83 Slurry Seal $1,502.41 2025 035 02 24TH PL ARDMORE AVE PACIFIC COAST HWY E AC 809 28 20,552 10-24-2024 70 Slurry Seal $8,220.87 2025 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 76 Slurry Seal $3,252.03 2025 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79 Slurry Seal $8,016.07 2025 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 79 Slurry Seal $3,964.83 2025 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83 Slurry Seal $1,320.01 2025 049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 72 Slurry Seal $3,072.03 2025 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 78 Slurry Seal $778.81 2025 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75 Slurry Seal $720.01 2025 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 79 Slurry Seal $1,909.62 2025 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 71 Slurry Seal $1,702.41 2025 064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 72 Slurry Seal $2,240.02 2025 065 01 6TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-22-2024 74 Slurry Seal $4,784.04 2025 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77 Slurry Seal $3,481.63 2025 065 04 6TH ST LOMA DR CYPRESS AVE C AC 245 26 6,370 10-23-2024 74 Slurry Seal $2,548.02 2025 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 79 Slurry Seal $3,785.63 2025 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82 Slurry Seal $7,907.27 2025 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83 Slurry Seal $1,332.01 2025 068 02 7TH ST ARDMORE AVE END E AC 305 25 7,625 10-24-2024 71 Slurry Seal $3,050.03 2025 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80 Slurry Seal $10,102.48 2025 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82 Slurry Seal $2,576.02 2025 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 83 Slurry Seal $6,566.45 2025 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 83 Slurry Seal $4,704.04 2025 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 81 Slurry Seal $3,348.83 2025 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 77 Slurry Seal $4,408.04 2025 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 78 Slurry Seal $4,104.03 2025 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 78 Slurry Seal $2,755.22 2025 071 09 8TH ST PROSPECT AVE CITY LIMIT E APC 847 28 23,716 10-25-2024 73 Slurry Seal $9,486.48 2025 073 02 9TH ST PACIFIC COAST HWY OCEAN DR E AC 676 24 16,224 10-25-2024 74 Slurry Seal $6,489.65 2025 079 03 ARDMORE AVE 8TH ST 5TH ST C AC 761 25 19,025 10-17-2024 74 Slurry Seal $7,610.06 2025 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84 Slurry Seal $3,326.43 2025 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80 Slurry Seal $15,163.33 2025 089 01 BAYVIEW DR 1ST ST 2ND ST E AC 461 20 9,220 10-11-2024 73 Slurry Seal $3,688.03 2025 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78 Slurry Seal $4,320.04 2025 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 80 Slurry Seal $4,320.04 2025 089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71 Slurry Seal $7,136.06 2025 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76 Slurry Seal $3,480.03 2025 090 03 BEACH DR 2ND ST 3RD ST E AC 273 20 5,460 10-15-2024 73 Slurry Seal $2,184.02 2025 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78 Slurry Seal $2,176.02 2025 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82 Slurry Seal $2,184.02 2025 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83 Slurry Seal $2,152.02 2025 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,160.02 10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B

Page 1 of 9 ends

Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B
2025 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80 Slurry Seal $2,160.02 2025 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84 Slurry Seal $2,160.02 2025 090 10 BEACH DR 9TH ST 10TH ST E AC 270 20 5,400 10-15-2024 73 Slurry Seal $2,160.02 2025 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,160.02 2025 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84 Slurry Seal $2,320.02 2025 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85 Slurry Seal $2,552.02 2025 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,160.02 2025 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,160.02 2025 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75 Slurry Seal $2,160.02 2025 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78 Slurry Seal $2,168.02 2025 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82 Slurry Seal $2,304.02 2025 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 76 Slurry Seal $3,748.83 2025 101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72 Slurry Seal $2,028.02 2025 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82 Slurry Seal $5,390.04 2025 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85 Slurry Seal $11,635.30 2025 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84 Slurry Seal $3,449.63 2025 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81 Slurry Seal $3,408.03 2025 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79 Slurry Seal $1,784.01 2025 128 20 HERMOSA AVE 35TH ST 34TH ST A AC 223 20 4,460 10-16-2024 73 Slurry Seal $1,784.01 2025 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82 Slurry Seal $3,408.03 2025 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82 Slurry Seal $3,072.03 2025 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82 Slurry Seal $5,208.04 2025 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85 Slurry Seal $8,907.27 2025 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 76 Slurry Seal $4,700.04 2025 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79 Slurry Seal $8,192.87 2025 158 07 MONTEREY BLVD 11TH ST PIER AVE C AC 486 36 17,496 10-15-2024 73 Slurry Seal $6,998.46 2025 161 01 MORNINGSIDE DR 25TH ST END E AC 373 32 11,936 10-23-2024 71 Slurry Seal $4,774.44 2025 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79 Slurry Seal $6,876.06 2025 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77 Slurry Seal $3,324.03 2025 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76 Slurry Seal $3,549.63 2025 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77 Slurry Seal $2,424.02 2025 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82 Slurry Seal $1,576.81 2025 170 04 PALM DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 73 Slurry Seal $4,320.04 2025 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 79 Slurry Seal $4,320.04 2025 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80 Slurry Seal $4,312.04 2025 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84 Slurry Seal $4,304.04 2025 170 10 PALM DR 14TH ST 16TH ST E AC 539 20 10,780 10-09-2024 74 Slurry Seal $4,312.04 2025 170 11 PALM DR 16TH ST 19TH ST E AC 827 20 16,540 10-09-2024 74 Slurry Seal $6,616.06 2025 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79 Slurry Seal $5,752.05 2025 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 80 Slurry Seal $2,312.02 2025 170 17 PALM DR 26TH ST GREENWICH VILLAGE E AC 159 20 3,180 10-09-2024 71 Slurry Seal $1,272.01 2025 172 01 PARK AVE MONTEREY AVE LOMA DR E AC 150 30 4,500 10-23-2024 72 Slurry Seal $1,800.01 2025 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76 Slurry Seal $6,264.05 2025 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 84 Slurry Seal $2,560.02 2025 182 01 REYNOLDS LN VAN HORNE LN 5TH ST E AC 569 15 8,535 10-25-2024 71 Slurry Seal $3,414.03 2025 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 81 Slurry Seal $2,430.02 2025 186 01 SILVERSTRAND AVE 24TH ST 25TH ST E AC 664 30 19,920 10-23-2024 72 Slurry Seal $7,968.07 2025 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 85 Slurry Seal $14,000.12 2025 195 07 VALLEY DR 20TH ST 24TH ST C AAC 598 28 16,744 10-17-2024 73 Slurry Seal $6,697.66 2025 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79 Slurry Seal $7,250.06 2025 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84 Slurry Seal $4,736.04 2025 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77 Slurry Seal $4,456.04

Page 2 of 9 ends

Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B
2025 046 06 2ND ST VALLEY DR ARDMORE AVE C AC 578 30 17,340 10-21-2024 65 Mill and Overlay $86,562.02 2025 046 07 2ND ST ARDMORE AVE PACIFIC COAST HWY C AC 666 30 19,980 10-21-2024 61 Mill and Overlay $109,288.02 2025 071 05 8TH ST CYPRESS AVE VALLEY DR C AC 442 28 12,376 10-11-2024 65 Mill and Overlay $62,239.24 2025 146 04 LONGFELLOW AVE INGLESIDE DR VALLEY DR C AC 233 36 8,388 10-10-2024 56 Mill and Overlay $49,615.85 2025 149 15 MANHATTAN AVE 27TH ST 29TH ST C AC 466 30 13,980 10-09-2024 57 Mill and Overlay $82,147.47 2025 158 08 MONTEREY BLVD PIER AVE 16TH ST C AC 663 40 26,520 10-15-2024 64 Mill and Overlay $136,975.31 2025 158 09 MONTEREY BLVD 16TH ST 19TH ST C AC 845 40 33,800 10-15-2024 63 Mill and Overlay $178,630.91 2025 158 10 MONTEREY BLVD 19TH ST CIRCLE CT C AC 665 40 26,600 10-15-2024 67 Mill and Overlay $127,869.12 2025 170 18 PALM DR GREENWICH VILLAGE 27TH ST E AC 142 21 2,982 10-09-2024 72 Mill and Overlay $11,720.29 2025 170 23 PALM DR 31ST ST LONGFELLOW AVE E PCC 194 15 2,910 10-21-2024 92 Mill and Overlay $1,165.20 2025 170 24 PALM DR LONGFELLOW AVE 33RD ST E PCC 225 15 3,375 10-21-2024 92 Mill and Overlay $1,351.39 2025 170 26 PALM DR 34TH ST 35TH ST E PCC 218 15 3,270 10-21-2024 91 Mill and Overlay $1,309.35 2025 195 01 VALLEY DR HERONDO ST 2ND ST C AC 754 25 18,850 10-17-2024 65 Mill and Overlay $95,456.68 2025 195 04 VALLEY DR 11TH ST PIER AVE C AC 738 25 18,450 10-17-2024 60 Mill and Overlay $102,801.50 2025 195 06 VALLEY DR 18TH ST 20TH ST C AAC 486 28 13,608 10-17-2024 85 Mill and Overlay $5,448.81 2026 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88 Slurry Seal $6,221.25 2026 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87 Slurry Seal $11,074.65 2026 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86 Slurry Seal $4,779.24 2026 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89 Slurry Seal $4,707.14 2026 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86 Slurry Seal $9,298.09 2026 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87 Slurry Seal $2,433.70 2026 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89 Slurry Seal $2,130.06 2026 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88 Slurry Seal $25,259.11 2026 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88 Slurry Seal $12,206.84 2026 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88 Slurry Seal $8,691.62 2026 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88 Slurry Seal $5,280.24 2026 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88 Slurry Seal $4,138.16 2026 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87 Slurry Seal $5,397.24 2026 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86 Slurry Seal $3,164.19 2026 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86 Slurry Seal $4,368.06 2026 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86 Slurry Seal $12,650.15 2026 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87 Slurry Seal $12,885.00 2026 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 88 Slurry Seal $8,075.27 2026 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 88 Slurry Seal $4,787.48 2026 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87 Slurry Seal $4,523.80 2026 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 86 Slurry Seal $11,893.71 2026 021 01 19TH ST HERMOSA AVE MANHATTAN AVE E AC 310 20 6,200 10-24-2024 62 Mill and Overlay $36,246.67 2026 023 01 1ST PL ARDMORE AVE PACIFIC COAST HWY E AC 653 26 16,978 10-23-2024 62 Mill and Overlay $100,254.76 2026 050 01 31ST ST HERMOSA AVE MANHATTAN AVE E PCC 312 25 7,800 10-21-2024 59 Mill and Overlay $112,472.46 2026 052 02 33RD PL MANHATTAN AVE HIGHLAND AVE E PCC 324 14 4,536 10-21-2024 67 Mill and Overlay $57,876.63 2026 053 01 33RD ST PALM DR MANHATTAN AVE E PCC 177 24 4,248 10-21-2024 59 Mill and Overlay $61,254.23 2026 059 04 3RD ST HOPKINS AVE HOLLOWELL AVE E AC 616 30 18,480 10-24-2024 61 Mill and Overlay $111,009.46 2026 061 06 4TH ST PACIFIC COAST HWY OCEAN VIEW AVE E PCC 304 25 7,600 10-21-2024 63 Mill and Overlay $109,588.55 2026 061 07 4TH ST HOPKINS AVE PROSPECT AVE E PCC 425 28 11,900 10-21-2024 59 Mill and Overlay $171,592.60 2026 071 08 8TH ST PACIFIC COAST HWY PROSPECT AVE E AC 1,119 20 22,380 10-25-2024 61 Mill and Overlay $133,398.99 2026 089 02 BAYVIEW DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 61 Mill and Overlay $65,409.95 2026 149 16 MANHATTAN AVE 29TH ST LONGFELLOW AVE C AC 598 30 17,940 10-09-2024 68 Mill and Overlay $92,872.10 2026 158 01 MONTEREY BLVD HERONDO ST 2ND ST C AC 820 40 32,800 10-11-2024 67 Mill and Overlay $172,703.78 2026 163 01 NEPTUNE AVE THE STRAND PALM DR E PCC 120 30 3,600 10-21-2024 59 Mill and Overlay $51,910.37 2026 195 08 VALLEY DR 24TH ST 25TH ST C AAC 675 28 18,900 10-17-2024 77 Mill and Overlay $54,883.33 2027 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91 Slurry Seal $5,246.41 2027 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89 Slurry Seal $7,309.66

Page 3 of 9 ends

Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B
2027 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 93 Slurry Seal $12,489.87 2027 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89 Slurry Seal $2,512.23 2027 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92 Slurry Seal $491.84 2027 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89 Slurry Seal $3,855.77 2027 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89 Slurry Seal $1,307.04 2027 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90 Slurry Seal $16,142.79 2027 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91 Slurry Seal $3,666.50 2027 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89 Slurry Seal $25,851.38 2027 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91 Slurry Seal $8,539.89 2027 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89 Slurry Seal $11,763.36 2027 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89 Slurry Seal $6,202.50 2027 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90 Slurry Seal $5,740.79 2027 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91 Slurry Seal $6,547.08 2027 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91 Slurry Seal $10,292.94 2027 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89 Slurry Seal $8,539.89 2027 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 93 Slurry Seal $3,734.40 2027 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 93 Slurry Seal $3,437.34 2027 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 90 Slurry Seal $8,211.43 2027 005 02 11TH ST BEACH DR HERMOSA AVE E AC 379 40 15,160 10-24-2024 74 Mill and Overlay $72,844.37 2027 024 02 1ST ST ARDMORE AVE PACIFIC COAST HWY E AC 769 28 21,532 10-23-2024 73 Mill and Overlay $106,796.07 2027 039 01 27TH CT OZONE CT MORNINGSIDE DR E PCC 559 15 8,385 10-21-2024 65 Mill and Overlay $124,535.13 2027 054 02 34TH PL MANHATTAN AVE HIGHLAND AVE E PCC 326 10 3,260 10-21-2024 75 Mill and Overlay $23,064.96 2027 059 02 3RD ST ARDMORE AVE PACIFIC COAST HWY E AC 716 25 17,900 10-23-2024 78 Mill and Overlay $56,419.48 2027 081 01 ARTESIA BLVD PACIFIC COAST HWY HARPER AVE A AC 1,252 45 56,340 10-23-2024 59 Reconstruction $363,419.57 2027 085 03 AVIATION BLVD CORONA ST PROSPECT AVE A AC 379 30 11,370 10-17-2024 58 Reconstruction $74,512.59 2027 128 01 HERMOSA AVE HERONDO ST LYNDON ST A AC 260 28 7,280 10-16-2024 58 Reconstruction $47,716.78 2027 135 03 HOLLOWELL AVE PROSPECT AVE 6TH ST E PCC 629 28 17,612 10-21-2024 65 Mill and Overlay $261,575.75 2027 189 02 SPRINGFIELD AVE SPRINGFIELD AVE 21ST ST E PCC 540 25 13,500 10-21-2024 63 Mill and Overlay $200,503.79 2028 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 92 Slurry Seal $5,227.65 2028 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 95 Slurry Seal $4,836.01 2028 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 95 Slurry Seal $3,977.56 2028 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 95 Slurry Seal $7,419.68 2028 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 95 Slurry Seal $6,943.68 2028 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93 Slurry Seal $6,163.03 2028 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 95 Slurry Seal $7,161.36 2028 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 95 Slurry Seal $3,078.89 2028 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 95 Slurry Seal $5,026.59 2028 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 95 Slurry Seal $870.26 2028 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 95 Slurry Seal $795.51 2028 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94 Slurry Seal $4,816.78 2028 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93 Slurry Seal $6,348.80 2028 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 95 Slurry Seal $7,354.11 2028 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 95 Slurry Seal $10,523.05 2028 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 95 Slurry Seal $14,175.85 2028 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 95 Slurry Seal $9,468.78 2028 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 95 Slurry Seal $6,000.43 2028 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 94 Slurry Seal $2,478.33 2028 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 95 Slurry Seal $731.70 2028 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 95 Slurry Seal $682.74 2028 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95 Slurry Seal $8,191.15 2028 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 95 Slurry Seal $6,458.07 2028 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 95 Slurry Seal $8,916.73

Page 4 of 9 ends

Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B
2028 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95 Slurry Seal $8,293.87 2028 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 95 Slurry Seal $9,251.54 2028 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 95 Slurry Seal $2,533.40 2028 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92 Slurry Seal $5,472.42 2028 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 93 Slurry Seal $11,189.62 2028 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 95 Slurry Seal $10,162.45 2028 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93 Slurry Seal $1,163.55 2028 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 95 Slurry Seal $2,050.85 2028 164 05 OCEAN DR AVIATION BLVD 14TH ST E AAC 748 19 14,212 10-23-2024 95 Slurry Seal $6,211.99 2028 189 01 SPRINGFIELD AVE END SPRINGFIELD AVE E AAC 64 44 2,816 10-24-2024 95 Slurry Seal $1,230.86 2028 081 02 ARTESIA BLVD HARPER AVE PACIFIC COAST HWY A AC 1,254 45 56,430 10-23-2024 62 Reconstruction $371,465.17 2028 085 02 AVIATION BLVD OCEAN DR CORONA ST A AC 654 30 19,620 10-17-2024 57 Reconstruction $138,914.06 2028 128 06 HERMOSA AVE 8TH ST 10TH ST A AC 539 36 19,404 10-16-2024 62 Reconstruction $127,816.78 2028 128 35 HERMOSA AVE 6TH ST 4TH ST A AC 540 36 19,440 10-16-2024 61 Reconstruction $129,987.95 2028 133 01 HILL ST END HILL ST E AC 56 21 1,176 11-05-2024 63 Reconstruction $8,175.91 2028 174 03 PIER AVE MONTEREY BLVD BARD ST A AC 736 38 27,968 10-15-2024 59 Reconstruction $192,546.30 2028 174 10 PIER AVE BARD ST MONTEREY BLVD A AC 739 38 28,082 10-15-2024 57 Reconstruction $198,857.73 2028 174 11 PIER AVE MONTEREY BLVD MANHATTAN AVE A AC 395 38 15,010 10-15-2024 56 Reconstruction $121,174.50 2029 017 02 17TH ST PROSPECT AVE GOLDEN ST E AAC 371 24 8,904 10-23-2024 95 Slurry Seal $4,008.65 2029 017 03 17TH ST GOLDEN ST END E AAC 246 24 5,904 10-23-2024 95 Slurry Seal $2,658.02 2029 037 02 25TH ST MANHATTAN AVE MYRTLE AVE E AAC 285 30 8,550 10-15-2024 89 Slurry Seal $3,849.27 2029 065 09 6TH ST 58' s/o PROSPECT AVE PROSPECT AVE E AAC 58 28 1,624 10-24-2024 95 Slurry Seal $731.14 2029 068 03 7TH ST PACIFIC COAST HWY PROSPECT AVE E AAC 1,077 25 26,925 10-21-2024 95 Slurry Seal $12,121.83 2029 117 02 GOLDEN AVE 16TH ST 17TH ST E AAC 276 24 6,624 10-23-2024 95 Slurry Seal $2,982.17 2029 117 03 GOLDEN AVE 17TH ST END E AAC 161 24 3,864 10-23-2024 95 Slurry Seal $1,739.60 2029 180 01 PROSPECT AVE ANITA ST VAN HORNE LN C AAC 702 30 21,060 10-21-2024 95 Slurry Seal $9,481.37 2029 180 02 PROSPECT AVE VAN HORNE LN GENTRY ST C AAC 681 30 20,430 10-21-2024 95 Slurry Seal $9,197.73 2029 180 03 PROSPECT AVE GENTRY ST 6TH ST C AAC 586 30 17,580 10-21-2024 95 Slurry Seal $7,914.64 2029 180 04 PROSPECT AVE 6TH ST 8TH ST C AAC 575 30 17,250 10-21-2024 95 Slurry Seal $7,766.08 2029 180 05 PROSPECT AVE 8TH ST 9TH ST C AAC 345 30 10,350 10-21-2024 95 Slurry Seal $4,659.65 2029 180 06 PROSPECT AVE 9TH ST AVIATION BLVD C AAC 923 30 27,690 10-21-2024 95 Slurry Seal $12,466.24 2029 180 07 PROSPECT AVE AVIATION BLVD 14TH ST C AAC 486 36 17,496 10-21-2024 95 Slurry Seal $7,876.83 2029 180 08 PROSPECT AVE 14TH ST 15TH ST C AAC 248 36 8,928 10-23-2024 95 Slurry Seal $4,019.45 2029 180 09 PROSPECT AVE 15TH ST 17TH ST C AAC 815 36 29,340 10-23-2024 95 Slurry Seal $13,209.08 2029 180 10 PROSPECT AVE 17TH ST 20TH ST C AAC 883 36 31,788 10-23-2024 95 Slurry Seal $14,311.19 2029 180 11 PROSPECT AVE 20TH ST 21ST ST C AAC 459 36 16,524 10-23-2024 95 Slurry Seal $7,439.22 2029 180 12 PROSPECT AVE 21ST ST ARTESIA BLVD C AAC 574 30 17,220 10-23-2024 95 Slurry Seal $7,752.57 2029 180 13 PROSPECT AVE ARTESIA BLVD 21ST ST C AAC 567 30 17,010 10-23-2024 95 Slurry Seal $7,658.03 2029 197 01 VAN HORNE LN PROSPECT AVE REYNOLDS LN E AAC 51 26 1,380 10-21-2024 95 Slurry Seal $621.29 2029 071 06 8TH ST VALLEY DR ARDMORE AVE C AC 129 27 3,483 10-11-2024 54 Reconstruction $45,621.04 2029 085 01 AVIATION BLVD PACIFIC COAST HWY OCEAN DR A AC 746 30 22,380 10-17-2024 56 Reconstruction $248,430.63 2029 085 06 AVIATION BLVD PROSPECT AVE CORONA ST A AC 379 30 11,370 10-17-2024 52 Reconstruction $181,396.99 2029 128 02 HERMOSA AVE LYNDON ST 2ND ST A AC 907 36 32,652 10-16-2024 55 Reconstruction $402,418.46 2029 131 01 HERONDO ST HERMOSA AVE MONTEREY BLVD A AC 569 40 22,760 11-05-2024 63 Reconstruction $157,009.48 2029 131 02 HERONDO ST MONTEREY BLVD VALLEY DR A AC 784 40 31,360 11-05-2024 64 Reconstruction $213,829.23 2029 174 08 PIER AVE ARDMORE AVE VALLEY DR A AC 122 40 4,880 10-15-2024 48 Reconstruction $101,334.30 2030 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 76 Slurry Seal $6,051.46 2030 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 80 Slurry Seal $4,034.31 2030 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79 Slurry Seal $3,811.72 2030 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 76 Slurry Seal $5,212.14 2030 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 79 Slurry Seal $5,973.56 2030 032 01 22ND CT END (S) 22ND ST E AC 313 12 3,756 10-24-2024 83 Slurry Seal $1,741.71

Page 5 of 9 ends

Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B
2030 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 76 Slurry Seal $3,769.99 2030 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79 Slurry Seal $9,292.82 2030 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 79 Slurry Seal $4,596.33 2030 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83 Slurry Seal $1,530.25 2030 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 78 Slurry Seal $902.85 2030 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75 Slurry Seal $834.68 2030 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 79 Slurry Seal $2,213.77 2030 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77 Slurry Seal $4,036.16 2030 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 79 Slurry Seal $4,388.58 2030 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82 Slurry Seal $9,166.69 2030 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83 Slurry Seal $1,544.17 2030 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80 Slurry Seal $11,711.55 2030 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82 Slurry Seal $2,986.31 2030 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 83 Slurry Seal $7,612.32 2030 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 83 Slurry Seal $5,453.27 2030 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 81 Slurry Seal $3,882.21 2030 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 77 Slurry Seal $5,110.12 2030 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 78 Slurry Seal $4,757.70 2030 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 78 Slurry Seal $3,194.06 2030 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84 Slurry Seal $3,856.24 2030 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80 Slurry Seal $17,578.45 2030 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78 Slurry Seal $5,008.11 2030 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 80 Slurry Seal $5,008.11 2030 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76 Slurry Seal $4,034.31 2030 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78 Slurry Seal $2,522.60 2030 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82 Slurry Seal $2,531.88 2030 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83 Slurry Seal $2,494.78 2030 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,504.05 2030 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80 Slurry Seal $2,504.05 2030 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84 Slurry Seal $2,504.05 2030 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,504.05 2030 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84 Slurry Seal $2,689.54 2030 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85 Slurry Seal $2,958.49 2030 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,504.05 2030 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,504.05 2030 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75 Slurry Seal $2,504.05 2030 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78 Slurry Seal $2,513.33 2030 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82 Slurry Seal $2,670.99 2030 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 76 Slurry Seal $4,345.92 2030 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82 Slurry Seal $6,248.54 2030 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85 Slurry Seal $13,488.50 2030 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84 Slurry Seal $3,999.07 2030 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81 Slurry Seal $3,950.84 2030 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79 Slurry Seal $2,068.16 2030 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82 Slurry Seal $3,950.84 2030 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82 Slurry Seal $3,561.32 2030 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82 Slurry Seal $6,037.55 2030 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85 Slurry Seal $10,325.97 2030 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 76 Slurry Seal $5,448.63 2030 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79 Slurry Seal $9,497.78 2030 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79 Slurry Seal $7,971.23 2030 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77 Slurry Seal $3,853.46

Page 6 of 9 ends

Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B
2030 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76 Slurry Seal $4,114.99 2030 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77 Slurry Seal $2,810.10 2030 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82 Slurry Seal $1,827.96 2030 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 79 Slurry Seal $5,008.11 2030 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80 Slurry Seal $4,998.83 2030 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84 Slurry Seal $4,989.56 2030 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79 Slurry Seal $6,668.20 2030 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 80 Slurry Seal $2,680.26 2030 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76 Slurry Seal $7,261.75 2030 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 84 Slurry Seal $2,967.77 2030 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 81 Slurry Seal $2,817.06 2030 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 85 Slurry Seal $16,229.97 2030 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79 Slurry Seal $8,404.81 2030 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84 Slurry Seal $5,490.37 2030 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77 Slurry Seal $5,165.77 2030 128 03 HERMOSA AVE 2ND ST 4TH ST A AC 541 36 19,476 10-16-2024 65 Reconstruction $140,012.17 2030 128 04 HERMOSA AVE 4TH ST 6TH ST A AC 540 36 19,440 10-16-2024 66 Reconstruction $137,814.19 2030 128 37 HERMOSA AVE 2ND ST LYNDON ST A AC 914 36 32,904 10-16-2024 51 Reconstruction $664,661.22 2030 174 09 PIER AVE VALLEY DR BARD ST A AC 230 38 8,740 10-15-2024 48 Reconstruction $192,505.01 2031 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88 Slurry Seal $7,212.14 2031 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87 Slurry Seal $12,838.56 2031 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86 Slurry Seal $5,540.45 2031 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89 Slurry Seal $5,456.86 2031 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86 Slurry Seal $10,779.04 2031 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87 Slurry Seal $2,821.33 2031 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89 Slurry Seal $2,469.32 2031 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88 Slurry Seal $29,282.23 2031 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88 Slurry Seal $14,151.07 2031 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88 Slurry Seal $10,075.97 2031 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88 Slurry Seal $6,121.24 2031 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88 Slurry Seal $4,797.26 2031 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87 Slurry Seal $6,256.89 2031 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86 Slurry Seal $3,668.16 2031 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86 Slurry Seal $5,063.78 2031 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86 Slurry Seal $14,664.99 2031 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87 Slurry Seal $14,937.24 2031 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 88 Slurry Seal $9,361.45 2031 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 88 Slurry Seal $5,550.00 2031 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87 Slurry Seal $5,244.32 2031 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 86 Slurry Seal $13,788.08 2031 033 01 22ND ST END HERMOSA AVE C AC 154 40 6,160 10-21-2024 66 Reconstruction $46,539.79 2031 085 07 AVIATION BLVD CORONA ST OCEAN DR A AC 654 30 19,620 10-17-2024 50 Reconstruction $445,109.46 2031 128 33 HERMOSA AVE 10TH ST 8TH ST A AC 539 36 19,404 10-16-2024 51 Reconstruction $440,209.17 2031 128 38 HERMOSA AVE LYNDON ST HERONDO ST A AC 259 28 7,252 10-16-2024 68 Reconstruction $53,377.78 2031 174 12 PIER AVE MANHATTAN AVE HERMOSA AVE A AC 373 38 14,174 10-15-2024 49 Reconstruction $321,558.69 2032 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91 Slurry Seal $6,082.02 2032 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89 Slurry Seal $8,473.90 2032 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 93 Slurry Seal $14,479.18 2032 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89 Slurry Seal $2,912.37 2032 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92 Slurry Seal $570.17 2032 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89 Slurry Seal $4,469.89 2032 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89 Slurry Seal $1,515.22

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Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update Appendix B
2032 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90 Slurry Seal $18,713.92 2032 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91 Slurry Seal $4,250.48 2032 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89 Slurry Seal $29,968.83 2032 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91 Slurry Seal $9,900.08 2032 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89 Slurry Seal $13,636.95 2032 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89 Slurry Seal $7,190.39 2032 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90 Slurry Seal $6,655.15 2032 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91 Slurry Seal $7,589.86 2032 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91 Slurry Seal $11,932.34 2032 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89 Slurry Seal $9,900.08 2032 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 93 Slurry Seal $4,329.19 2032 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 93 Slurry Seal $3,984.82 2032 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 90 Slurry Seal $9,519.30 2032 085 04 AVIATION BLVD PROSPECT AVE HARPER AVE A AC 358 30 10,740 10-17-2024 48 Reconstruction $250,962.79 2032 085 08 AVIATION BLVD OCEAN DR PACIFIC COAST HWY A AC 740 30 22,200 10-17-2024 49 Reconstruction $518,749.89 2032 122 01 GREENWICH VILLAGE HERMOSA AVE 27TH ST C AC 390 30 11,700 10-23-2024 67 Reconstruction $92,846.89 2032 128 24 HERMOSA AVE 27TH ST 26TH ST A AC 308 20 6,160 10-16-2024 70 Reconstruction $47,094.55 2032 128 34 HERMOSA AVE 8TH ST 6TH ST A AC 539 36 19,404 10-16-2024 70 Reconstruction $148,347.84 2032 128 36 HERMOSA AVE 4TH ST 2ND ST A AC 541 36 19,476 10-16-2024 70 Reconstruction $148,898.30 2032 174 02 PIER AVE MANHATTAN AVE MONTEREY BLVD A AC 395 38 15,010 10-15-2024 70 Reconstruction $114,754.75 2033 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 92 Slurry Seal $6,060.28 2033 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 95 Slurry Seal $5,606.26 2033 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 95 Slurry Seal $4,611.08 2033 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 95 Slurry Seal $8,601.44 2033 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 95 Slurry Seal $8,049.63 2033 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93 Slurry Seal $7,144.64 2033 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 95 Slurry Seal $8,301.97 2033 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 95 Slurry Seal $3,569.28 2033 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 95 Slurry Seal $5,827.19 2033 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 95 Slurry Seal $1,008.86 2033 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 95 Slurry Seal $922.22 2033 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94 Slurry Seal $5,583.97 2033 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93 Slurry Seal $7,360.00 2033 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 95 Slurry Seal $8,525.43 2033 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 95 Slurry Seal $12,199.10 2033 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 95 Slurry Seal $16,433.69 2033 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 95 Slurry Seal $10,976.91 2033 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 95 Slurry Seal $6,956.15 2033 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 94 Slurry Seal $2,873.06 2033 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 95 Slurry Seal $848.24 2033 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 95 Slurry Seal $791.48 2033 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95 Slurry Seal $9,495.79 2033 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 95 Slurry Seal $7,486.67 2033 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 95 Slurry Seal $10,336.93 2033 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95 Slurry Seal $9,614.86 2033 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 95 Slurry Seal $10,725.07 2033 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 95 Slurry Seal $2,936.90 2033 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92 Slurry Seal $6,344.04 2033 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 93 Slurry Seal $12,971.83 2033 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 95 Slurry Seal $11,781.06 2033 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93 Slurry Seal $1,348.87 2033 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 95 Slurry Seal $2,377.49

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Unlimited Budget
(by Work Year)

Page 138 of 291 ends

Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
2025 002 04 10TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-24-2024 72.50 Slurry Seal $4,408.04 2025 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 75.50 Slurry Seal $5,220.04 2025 010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71.00 Slurry Seal $6,624.06 2025 011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71.00 Slurry Seal $3,168.03 2025 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 79.50 Slurry Seal $3,480.03 2025 015 03 16TH ST MONTEREY BLVD LOMA DR E AC 160 30 4,800 10-24-2024 72.60 Slurry Seal $1,920.02 2025 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79.10 Slurry Seal $3,288.03 2025 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 75.60 Slurry Seal $4,496.04 2025 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 78.90 Slurry Seal $5,152.84 2025 029 06 21ST ST RHODES ST PROSPECT AVE C AC 433 35 15,155 10-21-2024 71.20 Slurry Seal $6,062.05 2025 032 01 22ND CT END (S) 22ND ST E AC 313 12 3,756 10-24-2024 82.90 Slurry Seal $1,502.41 2025 035 02 24TH PL ARDMORE AVE PACIFIC COAST HWY E AC 809 28 20,552 10-24-2024 70.40 Slurry Seal $8,220.87 2025 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 75.90 Slurry Seal $3,252.03 2025 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79.10 Slurry Seal $8,016.07 2025 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 78.90 Slurry Seal $3,964.83 2025 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83.10 Slurry Seal $1,320.01 2025 049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 71.50 Slurry Seal $3,072.03 2025 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 77.60 Slurry Seal $778.81 2025 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75.10 Slurry Seal $720.01 2025 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 78.70 Slurry Seal $1,909.62 2025 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 70.50 Slurry Seal $1,702.41 2025 064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 71.90 Slurry Seal $2,240.02 2025 065 01 6TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-22-2024 73.90 Slurry Seal $4,784.04 2025 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77.30 Slurry Seal $3,481.63 2025 065 04 6TH ST LOMA DR CYPRESS AVE C AC 245 26 6,370 10-23-2024 74.10 Slurry Seal $2,548.02 2025 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 78.60 Slurry Seal $3,785.63 2025 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82.00 Slurry Seal $7,907.27 2025 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83.00 Slurry Seal $1,332.01 2025 068 02 7TH ST ARDMORE AVE END E AC 305 25 7,625 10-24-2024 70.50 Slurry Seal $3,050.03 2025 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80.40 Slurry Seal $10,102.48 2025 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82.30 Slurry Seal $2,576.02 2025 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 82.50 Slurry Seal $6,566.45 2025 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 82.50 Slurry Seal $4,704.04 2025 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 80.60 Slurry Seal $3,348.83 2025 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 76.80 Slurry Seal $4,408.04 2025 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 77.80 Slurry Seal $4,104.03 2025 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 77.70 Slurry Seal $2,755.22 2025 071 09 8TH ST PROSPECT AVE CITY LIMIT E APC 847 28 23,716 10-25-2024 72.90 Slurry Seal $9,486.48 2025 073 02 9TH ST PACIFIC COAST HWY OCEAN DR E AC 676 24 16,224 10-25-2024 73.50 Slurry Seal $6,489.65 2025 079 03 ARDMORE AVE 8TH ST 5TH ST C AC 761 25 19,025 10-17-2024 73.60 Slurry Seal $7,610.06 2025 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84.30 Slurry Seal $3,326.43 2025 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80.00 Slurry Seal $15,163.33 2025 089 01 BAYVIEW DR 1ST ST 2ND ST E AC 461 20 9,220 10-11-2024 72.60 Slurry Seal $3,688.03 2025 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78.20 Slurry Seal $4,320.04 2025 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 79.80 Slurry Seal $4,320.04 2025 089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71.00 Slurry Seal $7,136.06 Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget

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Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2025 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76.00 Slurry Seal $3,480.03 2025 090 03 BEACH DR 2ND ST 3RD ST E AC 273 20 5,460 10-15-2024 73.00 Slurry Seal $2,184.02 2025 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78.00 Slurry Seal $2,176.02 2025 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82.00 Slurry Seal $2,184.02 2025 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83.00 Slurry Seal $2,152.02 2025 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,160.02 2025 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80.00 Slurry Seal $2,160.02 2025 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84.00 Slurry Seal $2,160.02 2025 090 10 BEACH DR 9TH ST 10TH ST E AC 270 20 5,400 10-15-2024 73.00 Slurry Seal $2,160.02 2025 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,160.02 2025 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84.00 Slurry Seal $2,320.02 2025 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85.00 Slurry Seal $2,552.02 2025 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,160.02 2025 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,160.02 2025 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75.00 Slurry Seal $2,160.02 2025 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78.00 Slurry Seal $2,168.02 2025 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82.00 Slurry Seal $2,304.02 2025 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 75.90 Slurry Seal $3,748.83 2025 101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72.10 Slurry Seal $2,028.02 2025 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82.30 Slurry Seal $5,390.04 2025 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85.00 Slurry Seal $11,635.30 2025 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84.00 Slurry Seal $3,449.63 2025 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81.00 Slurry Seal $3,408.03 2025 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79.00 Slurry Seal $1,784.01 2025 128 20 HERMOSA AVE 35TH ST 34TH ST A AC 223 20 4,460 10-16-2024 73.00 Slurry Seal $1,784.01 2025 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82.00 Slurry Seal $3,408.03 2025 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82.00 Slurry Seal $3,072.03 2025 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82.00 Slurry Seal $5,208.04 2025 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85.00 Slurry Seal $8,907.27 2025 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 75.80 Slurry Seal $4,700.04 2025 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79.20 Slurry Seal $8,192.87 2025 158 07 MONTEREY BLVD 11TH ST PIER AVE C AC 486 36 17,496 10-15-2024 72.60 Slurry Seal $6,998.46 2025 161 01 MORNINGSIDE DR 25TH ST END E AC 373 32 11,936 10-23-2024 71.00 Slurry Seal $4,774.44 2025 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79.00 Slurry Seal $6,876.06 2025 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77.00 Slurry Seal $3,324.03 2025 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76.00 Slurry Seal $3,549.63 2025 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77.00 Slurry Seal $2,424.02 2025 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82.00 Slurry Seal $1,576.81 2025 170 04 PALM DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 72.80 Slurry Seal $4,320.04 2025 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 78.90 Slurry Seal $4,320.04 2025 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80.30 Slurry Seal $4,312.04 2025 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84.10 Slurry Seal $4,304.04 2025 170 10 PALM DR 14TH ST 16TH ST E AC 539 20 10,780 10-09-2024 73.50 Slurry Seal $4,312.04 2025 170 11 PALM DR 16TH ST 19TH ST E AC 827 20 16,540 10-09-2024 73.50 Slurry Seal $6,616.06 2025 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79.10 Slurry Seal $5,752.05 2025 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 79.50 Slurry Seal $2,312.02

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Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2025 170 17 PALM DR 26TH ST GREENWICH VILLAGE E AC 159 20 3,180 10-09-2024 70.50 Slurry Seal $1,272.01 2025 172 01 PARK AVE MONTEREY AVE LOMA DR E AC 150 30 4,500 10-23-2024 72.00 Slurry Seal $1,800.01 2025 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76.00 Slurry Seal $6,264.05 2025 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 83.50 Slurry Seal $2,560.02 2025 182 01 REYNOLDS LN VAN HORNE LN 5TH ST E AC 569 15 8,535 10-25-2024 70.70 Slurry Seal $3,414.03 2025 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 80.70 Slurry Seal $2,430.02 2025 186 01 SILVERSTRAND AVE 24TH ST 25TH ST E AC 664 30 19,920 10-23-2024 72.00 Slurry Seal $7,968.07 2025 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 84.80 Slurry Seal $14,000.12 2025 195 07 VALLEY DR 20TH ST 24TH ST C AAC 598 28 16,744 10-17-2024 73.40 Slurry Seal $6,697.66 2025 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79.40 Slurry Seal $7,250.06 2025 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84.10 Slurry Seal $4,736.04 2025 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77.00 Slurry Seal $4,456.04 2025 002 01 10TH ST THE STRAND BEACH DR E AC 103 35 3,605 10-24-2024 54.60 Reconstruction $21,947.95 2025 002 02 10TH ST BEACH DR HERMOSA AVE E AC 472 35 16,520 10-24-2024 52.80 Reconstruction $103,568.71 2025 002 05 10TH ST MONTEREY BLVD LOMA DR C AC 272 30 8,160 10-23-2024 48.70 Reconstruction $68,750.47 2025 002 07 10TH ST AVIATION BLVD OCEAN DR E AC 654 24 15,696 10-25-2024 53.00 Reconstruction $98,073.11 2025 004 03 11TH PL PROSPECT AVE HARPER AVE E AC 422 25 10,550 10-25-2024 36.10 Reconstruction $200,445.79 2025 005 02 11TH ST BEACH DR HERMOSA AVE E AC 379 40 15,160 10-24-2024 73.80 Mill and Overlay $45,910.37 2025 005 03 11TH ST MONTEREY BLVD LOMA DR E AC 269 38 10,222 10-24-2024 49.20 Reconstruction $82,929.28 2025 005 05 11TH ST ARDMORE AVE PACIFIC COAST HWY E AC 620 28 17,360 10-25-2024 44.50 Reconstruction $241,953.87 2025 010 02 14TH ST HERMOSA AVE MANHATTAN AVE E AC 455 30 13,650 10-24-2024 52.10 Reconstruction $86,531.88 2025 010 05 14TH ST BONNIE BRAE ST CORONA ST E AC 491 24 11,784 10-21-2024 46.30 Reconstruction $138,610.18 2025 012 01 15TH PL END MIRA ST E PCC 160 24 3,840 10-21-2024 49.20 Reconstruction $59,887.16 2025 013 01 15TH ST THE STRAND HERMOSA AVE E AC 575 38 21,850 10-24-2024 33.50 Reconstruction $415,141.28 2025 013 02 15TH ST PACIFIC COAST HWY OCEAN DR E AC 690 22 15,180 10-21-2024 49.90 Reconstruction $110,440.21 2025 014 01 16TH CT BEACH DR HERMOSA AVE E AC 484 19 9,196 10-24-2024 50.40 Reconstruction $60,812.43 2025 015 04 16TH ST ARDMORE AVE PACIFIC COAST HWY E AC 608 40 24,320 10-24-2024 38.80 Reconstruction $462,070.29 2025 015 05 16TH ST PACIFIC COAST HWY PROSPECT AVE E PCC 949 24 22,776 10-21-2024 50.00 Reconstruction $329,695.71 2025 016 01 17TH CT BEACH DR HERMOSA AVE E AC 498 19 9,462 10-21-2024 51.90 Reconstruction $60,200.50 2025 018 1 18TH CT BEACH DR HERMOSA AVE E AC 485 19 9,215 10-24-2024 54.50 Reconstruction $56,194.93 2025 019 02 18TH ST PACIFIC COAST HWY PROSPECT AVE E AC 752 30 22,560 10-21-2024 53.90 Reconstruction $139,019.93 2025 020 01 19TH CT BEACH DR HERMOSA AVE E AC 446 20 8,920 10-24-2024 52.90 Reconstruction $55,832.84 2025 021 01 19TH ST HERMOSA AVE MANHATTAN AVE E AC 310 20 6,200 10-24-2024 62.30 Mill and Overlay $32,921.56 2025 022 01 1ST CT PALM DR MONTEREY BLVD E PCC 449 20 8,980 10-21-2024 45.70 Reconstruction $184,052.15 2025 023 01 1ST PL ARDMORE AVE PACIFIC COAST HWY E AC 653 26 16,978 10-23-2024 61.80 Mill and Overlay $91,034.48 2025 023 02 1ST PL BARNEY CT PROSPECT AVE E AC 751 27 20,277 10-24-2024 50.90 Reconstruction $130,977.25 2025 024 01 1ST ST HERMOSA AVE MONTEREY BLVD E AC 591 40 23,640 10-11-2024 50.00 Reconstruction $172,580.90 2025 024 02 1ST ST ARDMORE AVE PACIFIC COAST HWY E AC 769 28 21,532 10-23-2024 72.70 Mill and Overlay $75,006.16 2025 024 03 1ST ST PACIFIC COAST HWY MEYER CT E AC 851 30 25,530 10-24-2024 50.80 Reconstruction $165,163.92 2025 024 04 1ST ST MEYER CT BARNEY CT E AC 180 30 5,400 10-24-2024 54.80 Reconstruction $32,768.20 2025 024 05 1ST ST BARNEY CT PROSPECT AVE E AC 732 28 20,496 10-24-2024 54.80 Reconstruction $124,373.52 2025 025 02 20TH ST PACIFIC COAST HWY RHODES ST E PCC 340 28 9,520 10-17-2024 52.00 Reconstruction $133,275.80 2025 026 01 20TH CT BEACH DR HERMOSA AVE E AC 384 20 7,680 10-24-2024 18.40 Reconstruction $145,916.93 2025 029 02 21ST ST POWER ST END E AC 194 26 5,044 10-24-2024 54.00 Reconstruction $31,011.67 2025 029 03 21ST ST VALLEY DR POWER ST E AC 580 26 15,080 10-24-2024 53.40 Reconstruction $93,635.62 2025 030 01 21ST CT BEACH DR HERMOSA AVE E AC 297 20 5,940 10-24-2024 54.70 Reconstruction $36,104.45

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Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2025 035 01 24TH PL PARK AVE VALLEY DR E AC 1,002 28 28,056 10-15-2024 56.00 Mill and Overlay $167,132.94 2025 037 04 25TH ST PARK AVE VALLEY DR E AC 922 26 23,972 10-15-2024 59.00 Mill and Overlay $135,536.46 2025 039 01 27TH CT OZONE CT MORNINGSIDE DR E PCC 559 15 8,385 10-21-2024 64.70 Mill and Overlay $102,831.85 2025 041 03 28TH CT MORNINGSIDE DR END E AC 470 15 7,050 10-24-2024 49.40 Reconstruction $55,433.02 2025 043 01 29TH CT PALM DR MANHATTAN AVE E AC 177 15 2,655 10-24-2024 51.50 Reconstruction $16,990.32 2025 044 01 29TH ST HERMOSA AVE MANHATTAN AVE E PCC 311 25 7,775 10-21-2024 22.00 Reconstruction $217,700.37 2025 044 03 29TH ST MORNINGSIDE DR INGLESIDE DR E PCC 489 24 11,736 10-21-2024 51.70 Reconstruction $164,298.83 2025 046 05 2ND ST MONTEREY BLVD VALLEY DR C AC 510 40 20,400 10-21-2024 49.90 Reconstruction $141,788.00 2025 046 06 2ND ST VALLEY DR ARDMORE AVE C AC 578 30 17,340 10-21-2024 65.40 Mill and Overlay $86,562.02 2025 046 07 2ND ST ARDMORE AVE PACIFIC COAST HWY C AC 666 30 19,980 10-21-2024 60.60 Mill and Overlay $109,288.02 2025 046 08 2ND ST PACIFIC COAST HWY HOLLOWELL AVE E AC 1,324 24 31,776 10-24-2024 38.90 Reconstruction $603,731.31 2025 046 09 2ND ST HOLLOWELL AVE CITY LIMIT E AC 428 24 10,272 10-24-2024 51.10 Reconstruction $66,145.40 2025 048 01 30TH ST HERMOSA AVE PALM DR E PCC 133 25 3,325 10-21-2024 50.00 Reconstruction $48,131.29 2025 048 03 30TH ST MORNINGSIDE DR INGLESIDE DR E PCC 489 26 12,714 10-21-2024 49.80 Reconstruction $187,602.51 2025 048 04 30TH ST INGLESIDE DR VALLEY DR E PCC 139 25 3,475 10-21-2024 34.80 Reconstruction $97,300.16 2025 048 06 30TH ST TENNYSON PL ARDMORE AVE E AC 946 30 28,380 10-24-2024 20.60 Reconstruction $539,208.67 2025 048 07 30TH ST PACIFIC COAST HWY TENNYSON PL E AC 683 32 21,856 10-24-2024 20.80 Reconstruction $415,255.27 2025 049 03 31ST PL MORNINGSIDE DR INGLESIDE DR E PCC 489 10 4,890 10-10-2024 41.20 Reconstruction $131,580.16 2025 050 01 31ST ST HERMOSA AVE MANHATTAN AVE E PCC 312 25 7,800 10-21-2024 59.20 Mill and Overlay $109,196.56 2025 050 03 31ST ST INGLESIDE DR VALLEY DR E PCC 193 25 4,825 10-21-2024 25.00 Reconstruction $135,100.23 2025 052 02 33RD PL MANHATTAN AVE HIGHLAND AVE E PCC 324 14 4,536 10-21-2024 67.10 Mill and Overlay $51,201.98 2025 053 01 33RD ST PALM DR MANHATTAN AVE E PCC 177 24 4,248 10-21-2024 59.40 Mill and Overlay $59,470.13 2025 053 02 33RD ST MANHATTAN AVE HIGHLAND AVE E PCC 325 24 7,800 10-21-2024 48.50 Reconstruction $129,290.06 2025 053 03 33RD ST HIGHLAND AVE MORNINGSIDE DR E PCC 315 24 7,560 10-21-2024 30.00 Reconstruction $211,680.36 2025 054 02 34TH PL MANHATTAN AVE HIGHLAND AVE E PCC 326 10 3,260 10-21-2024 75.30 Mill and Overlay $16,514.68 2025 055 01 34TH ST HERMOSA AVE MANHATTAN AVE E PCC 314 25 7,850 10-21-2024 31.10 Reconstruction $219,800.37 2025 055 02 34TH ST MANHATTAN AVE HIGHLAND AVE E PCC 336 24 8,064 10-21-2024 40.00 Reconstruction $225,792.38 2025 055 03 34TH ST HIGHLAND AVE MORNINGSIDE DR E PCC 326 25 7,824 10-21-2024 54.60 Reconstruction $109,532.55 2025 057 01 35TH ST HERMOSA AVE MANHATTAN AVE E AC 323 30 9,690 10-10-2024 43.30 Reconstruction $151,283.46 2025 059 02 3RD ST ARDMORE AVE PACIFIC COAST HWY E AC 716 25 17,900 10-23-2024 77.60 Mill and Overlay $26,541.41 2025 059 04 3RD ST HOPKINS AVE HOLLOWELL AVE E AC 616 30 18,480 10-24-2024 60.90 Mill and Overlay $100,750.66 2025 059 05 3RD ST HOLLOWELL AVE PROSPECT AVE E PCC 296 30 10,590 10-21-2024 45.50 Reconstruction $220,015.67 2025 061 03 4TH ST MONTEREY BLVD CULPER CT E AC 153 20 3,060 10-21-2024 32.70 Reconstruction $58,138.78 2025 061 04 4TH ST END ARDMORE AVE E AC 240 25 6,000 10-23-2024 39.40 Reconstruction $113,997.60 2025 061 06 4TH ST PACIFIC COAST HWY OCEAN VIEW AVE E PCC 304 25 7,600 10-21-2024 62.70 Mill and Overlay $99,314.41 2025 061 07 4TH ST HOPKINS AVE PROSPECT AVE E PCC 425 28 11,900 10-21-2024 58.80 Mill and Overlay $166,594.75 2025 063 05 5TH ST HOPKINS AVE PROSPECT AVE E APC 298 30 8,940 10-24-2024 54.80 Reconstruction $54,249.57 2025 065 07 6TH ST PACIFIC COAST HWY PINE ST E PCC 459 28 12,852 10-21-2024 48.00 Reconstruction $222,026.95 2025 065 08 6TH ST PINE ST 58' s/o PROSPECT AVE E PCC 477 28 13,356 10-21-2024 49.20 Reconstruction $208,295.03 2025 065 10 6TH ST PROSPECT AVE HOLLOWELL AVE E PCC 460 25 11,500 10-21-2024 40.20 Reconstruction $322,000.54 2025 065 11 6TH ST HOLLOWELL AVE REYNOLDS LN E PCC 389 25 9,725 10-21-2024 52.70 Reconstruction $136,145.71 2025 070 01 8TH PL ARDMORE AVE PACIFIC COAST HWY E PCC 627 26 16,302 10-21-2024 38.40 Reconstruction $456,456.77 2025 071 05 8TH ST CYPRESS AVE VALLEY DR C AC 442 28 12,376 10-11-2024 65.10 Mill and Overlay $62,239.24 2025 071 06 8TH ST VALLEY DR ARDMORE AVE C AC 129 27 3,483 10-11-2024 54.40 Reconstruction $21,226.09 2025 071 07 8TH ST ARDMORE DR PACIFIC COAST HWY C AC 620 25 14,600 10-11-2024 55.30 Reconstruction $87,660.55 2025 071 08 8TH ST PACIFIC COAST HWY PROSPECT AVE E AC 1,119 20 22,380 10-25-2024 61.30 Mill and Overlay $121,095.85

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ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
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Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2025 073 01 9TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 625 28 17,500 10-21-2024 41.40 Reconstruction $464,029.92 2025 075 02 ALLEY 30TH ST LONGFELLOW AVE N AC 269 11 2,959 11-05-2024 27.00 Reconstruction $56,219.82 2025 075 08 ALLEY RHODES ST ALLEY w/o RHODES ST N AC 187 20 3,740 10-21-2024 38.60 Reconstruction $71,058.51 2025 075 10 ALLEY 20TH ST ALLEY n/o 19TH ST N AC 123 20 2,460 10-21-2024 31.90 Reconstruction $46,739.02 2025 075 13 ALLEY 21ST ST 64' s/o 21ST ST N AC 64 20 1,280 10-21-2024 12.50 Reconstruction $24,319.49 2025 075 14 ALLEY RHODES ST ALLEY w/o RHODES ST N AC 189 15 2,835 10-21-2024 16.70 Reconstruction $53,863.87 2025 077 01 AMBY PL END 30TH ST E AC 299 25 7,475 10-23-2024 51.00 Reconstruction $48,216.72 2025 085 04 AVIATION BLVD PROSPECT AVE HARPER AVE A AC 358 30 10,740 10-17-2024 48.00 Reconstruction $100,287.33 2025 085 05 AVIATION BLVD CITY LIMIT PROSPECT AVE A AC 358 30 10,740 10-17-2024 45.00 Reconstruction $140,291.17 2025 085 06 AVIATION BLVD PROSPECT AVE CORONA ST A AC 379 30 11,370 10-17-2024 52.00 Reconstruction $71,964.44 2025 085 07 AVIATION BLVD CORONA ST OCEAN DR A AC 654 30 19,620 10-17-2024 50.00 Reconstruction $134,404.86 2025 085 08 AVIATION BLVD OCEAN DR PACIFIC COAST HWY A AC 740 30 22,200 10-17-2024 49.00 Reconstruction $179,549.67 2025 086 01 BARD ST END 8TH ST E AAC 304 25 7,600 10-23-2024 39.20 Reconstruction $144,396.97 2025 086 02 BARD ST END PIER AVE C AC 390 44 17,160 09-25-2016 65.00 Reconstruction $181,040.78 2025 086 03 BARD ST ALLEY PIER AVE C AC 140 48 6,720 11-05-2024 54.00 Reconstruction $41,121.07 2025 087 1 BARNEY CT 1ST ST 1ST PL E AC 269 28 7,532 10-24-2024 48.20 Reconstruction $70,520.16 2025 089 02 BAYVIEW DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 60.60 Mill and Overlay $59,355.34 2025 089 05 BAYVIEW DR 8TH ST 10TH ST E AC 539 20 10,780 10-15-2024 55.10 Reconstruction $65,199.31 2025 089 07 BAYVIEW DR PIER AVE 16TH ST E AC 767 20 15,340 10-15-2024 44.20 Reconstruction $221,469.74 2025 089 09 BAYVIEW DR 19TH ST CIRCLE DR E AC 643 20 12,860 10-15-2024 51.80 Reconstruction $82,038.50 2025 091 01 BONNIE BRAE ST AVIATION BLVD 14TH ST E AC 756 25 18,900 10-24-2024 24.20 Reconstruction $359,092.45 2025 091 02 BONNIE BRAE ST 14TH ST 16TH ST E AC 639 25 15,975 10-21-2024 49.80 Reconstruction $118,220.88 2025 093 01 BOUNDARY PL ARDMORE AVE TENNYSON PL E AC 1,014 20 17,238 10-23-2024 42.00 Reconstruction $293,687.74 2025 093 02 BOUNDARY PL TENNYSON PL PACIFIC COAST HWY E AC 685 20 13,550 10-23-2024 36.00 Reconstruction $257,444.59 2025 095 01 CAMPANA ST JOY ST PROSPECT AVE E AC 442 22 9,724 10-24-2024 27.00 Reconstruction $184,752.12 2025 102 01 CIRCLE DR MANHATTAN AVE CIRCLE CT E AC 347 20 6,940 10-15-2024 54.60 Reconstruction $42,321.52 2025 102 02 CIRCLE DR CIRCLE CT MANHATTAN AVE E AC 427 20 8,540 10-15-2024 50.80 Reconstruction $55,334.17 2025 105 01 CORONA ST AVIATION BLVD 14TH ST E AC 573 25 14,325 10-18-2024 15.40 Reconstruction $272,169.28 2025 106 01 CREST DR 33RD ST 34TH ST E PCC 152 20 3,040 10-21-2024 51.70 Reconstruction $42,558.66 2025 108 01 CYPRESS AVE END 6TH ST E AC 220 26 5,720 10-07-2024 24.10 Reconstruction $108,677.72 2025 115 01 FRANCISCO ST MORNINGSIDE DR INGLESIDE DR C PCC 484 20 9,680 10-21-2024 29.10 Reconstruction $271,040.46 2025 116 03 GENTRY ST 110' S/O 6TH ST PROSPECT AVENUE E PCC 336 28 9,408 10-21-2024 50.00 Reconstruction $62,802.33 2025 121 01 GRAVELY CT END 6TH ST E AC 130 24 3,120 10-24-2024 10.80 Reconstruction $59,278.75 2025 128 02 HERMOSA AVE LYNDON ST 2ND ST A AC 907 36 32,652 10-16-2024 55.00 Reconstruction $196,929.54 2025 128 05 HERMOSA AVE 6TH ST 8TH ST A AC 539 36 19,404 10-16-2024 50.00 Reconstruction $133,167.82 2025 128 33 HERMOSA AVE 10TH ST 8TH ST A AC 539 36 19,404 10-16-2024 51.00 Reconstruction $124,755.74 2025 128 37 HERMOSA AVE 2ND ST LYNDON ST A AC 914 36 32,904 10-16-2024 51.00 Reconstruction $211,552.41 2025 134 01 HILLCREST DR 18TH ST 21ST ST E AC 976 28 27,328 10-21-2024 43.40 Reconstruction $419,480.42 2025 135 01 HOLLOWELL AVE 2ND ST 3RD ST E PCC 221 28 6,188 10-21-2024 55.30 Reconstruction $86,629.27 2025 135 03 HOLLOWELL AVE PROSPECT AVE 6TH ST E PCC 629 28 17,612 10-21-2024 65.40 Mill and Overlay $210,988.74 2025 139 02 INGLESIDE DR 29TH ST 30TH ST E PCC 215 25 5,375 10-21-2024 48.00 Reconstruction $92,856.74 2025 139 03 INGLESIDE DR 30TH ST 31ST ST E PCC 190 25 4,750 10-21-2024 53.60 Reconstruction $66,497.91 2025 139 04 INGLESIDE DR 31ST ST LONGFELLOW AVE E PCC 179 24 4,296 10-21-2024 52.80 Reconstruction $60,142.11 2025 140 01 JOY ST BONNIE BRAE ST CAMPANA ST E AC 135 29 3,915 10-24-2024 53.40 Reconstruction $24,309.25 2025 143 01 LA CARLITA PL MARLITA ST 30TH ST E AC 242 30 7,260 10-23-2024 33.00 Reconstruction $137,937.10 2025 144 02 LOMA DR 6TH ST 8TH ST E AC 549 27 14,823 10-23-2024 49.00 Reconstruction $124,147.10

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Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2025 144 08 LOMA DR PARK AVE MANHATTAN AVE E AC 462 20 9,240 10-17-2024 52.00 Reconstruction $58,741.87 2025 146 04 LONGFELLOW AVE INGLESIDE DR VALLEY DR C AC 233 36 8,388 10-10-2024 56.20 Mill and Overlay $49,615.85 2025 146 05 LONGFELLOW AVE ARDMORE AVE TENNYSON PL E PCC 992 30 29,760 10-21-2024 53.10 Reconstruction $416,626.88 2025 146 06 LONGFELLOW AVE TENNYSON PL PACIFIC COAST HWY E PCC 684 30 20,520 10-21-2024 54.60 Reconstruction $287,270.95 2025 149 01 MANHATTAN AVE 1ST ST 2ND ST C AC 440 40 17,600 10-09-2024 52.80 Reconstruction $110,075.48 2025 149 02 MANHATTAN AVE 2ND ST 4TH ST C AC 540 40 21,600 10-09-2024 49.70 Reconstruction $157,148.13 2025 149 03 MANHATTAN AVE 4TH ST 6TH ST C AC 540 40 21,600 10-09-2024 55.30 Reconstruction $129,711.05 2025 149 04 MANHATTAN AVE 6TH ST 8TH ST C AC 540 40 21,600 10-11-2024 49.40 Reconstruction $164,977.49 2025 149 05 MANHATTAN AVE 8TH ST 10TH ST C AC 540 40 21,600 10-09-2024 44.30 Reconstruction $302,128.60 2025 149 06 MANHATTAN AVE 10TH ST PIER AVE C AC 733 40 29,320 10-09-2024 50.10 Reconstruction $198,655.00 2025 149 07 MANHATTAN AVE PIER AVE 14TH ST C AC 386 40 15,440 10-09-2024 47.90 Reconstruction $146,876.45 2025 149 12 MANHATTAN AVE MONTEREY BLVD 24TH ST C AC 362 40 14,480 10-09-2024 54.80 Reconstruction $87,678.99 2025 149 13 MANHATTAN AVE 24TH ST 25TH ST C AC 424 40 16,960 10-09-2024 51.90 Reconstruction $107,582.98 2025 149 14 MANHATTAN AVE 25TH ST 27TH ST C AC 525 40 21,000 10-09-2024 48.30 Reconstruction $189,267.88 2025 149 15 MANHATTAN AVE 27TH ST 29TH ST C AC 466 30 13,980 10-09-2024 56.60 Mill and Overlay $82,147.47 2025 149 16 MANHATTAN AVE 29TH ST LONGFELLOW AVE C AC 598 30 17,940 10-09-2024 67.70 Mill and Overlay $85,594.05 2025 152 01 MARLITA END (W) END (E) E AC 220 22 4,840 10-23-2024 30.00 Reconstruction $91,958.07 2025 156 01 MEYER CT END 1ST ST E AC 193 21 4,053 10-24-2024 26.90 Reconstruction $77,005.38 2025 156 02 MEYER CT 1ST ST END E AC 186 28 5,208 10-24-2024 57.60 Mill and Overlay $30,133.59 2025 158 01 MONTEREY BLVD HERONDO ST 2ND ST C AC 820 40 32,800 10-11-2024 66.80 Mill and Overlay $159,378.12 2025 158 03 MONTEREY BLVD 4TH ST 6TH ST C AC 540 40 21,600 10-11-2024 54.20 Reconstruction $132,045.25 2025 158 08 MONTEREY BLVD PIER AVE 16TH ST C AC 663 40 26,520 10-15-2024 63.70 Mill and Overlay $136,975.31 2025 158 09 MONTEREY BLVD 16TH ST 19TH ST C AC 845 40 33,800 10-15-2024 62.50 Mill and Overlay $178,630.91 2025 158 10 MONTEREY BLVD 19TH ST CIRCLE CT C AC 665 40 26,600 10-15-2024 67.30 Mill and Overlay $127,869.12 2025 161 03 MORNINGSIDE DR 27TH ST 30TH PL E PCC 520 25 13,000 10-21-2024 49.80 Reconstruction $191,822.61 2025 161 05 MORNINGSIDE DR LONGFELLOW AVE 33RD PL E PCC 114 25 2,850 10-21-2024 44.60 Reconstruction $62,802.14 2025 161 06 MORNINGSIDE DR 33RD PL FRANCISCO ST E PCC 131 51 6,681 10-21-2024 51.30 Reconstruction $93,531.05 2025 161 07 MORNINGSIDE DR FRANCISCO ST 35TH ST C PCC 251 20 5,020 10-21-2024 40.60 Reconstruction $138,732.89 2025 163 01 NEPTUNE AVE THE STRAND PALM DR E PCC 120 30 3,600 10-21-2024 58.60 Mill and Overlay $50,398.41 2025 164 02 OCEAN DR 8TH PL 9TH ST E AC 210 24 5,040 10-25-2024 47.90 Reconstruction $48,952.09 2025 164 03 OCEAN DR 9TH ST 10TH ST E AC 200 24 4,800 10-25-2024 48.90 Reconstruction $40,681.41 2025 164 04 OCEAN DR 10TH ST AVIATION BLVD E AC 194 24 4,656 10-25-2024 52.90 Reconstruction $29,138.61 2025 164 06 OCEAN DR 14TH ST 15TH PL E AC 517 20 10,340 10-21-2024 47.90 Reconstruction $101,075.69 2025 165 01 OCEAN VIEW AVE END 5TH ST E PCC 493 24 11,832 10-21-2024 44.80 Reconstruction $257,414.97 2025 167 02 OWOSSO AVE AVIATION BLVD 14TH ST E AC 708 24 16,992 10-25-2024 44.70 Reconstruction $232,577.17 2025 170 18 PALM DR GREENWICH VILLAGE 27TH ST E AC 142 21 2,982 10-09-2024 71.70 Mill and Overlay $11,720.29 2025 170 23 PALM DR 31ST ST LONGFELLOW AVE E PCC 194 15 2,910 10-21-2024 91.60 Mill and Overlay $1,165.20 2025 170 24 PALM DR LONGFELLOW AVE 33RD ST E PCC 225 15 3,375 10-21-2024 91.60 Mill and Overlay $1,351.39 2025 170 26 PALM DR 34TH ST 35TH ST E PCC 218 15 3,270 10-21-2024 91.40 Mill and Overlay $1,309.35 2025 174 01 PIER AVE HERMOSA AVE MANHATTAN AVE A AC 373 38 14,174 10-15-2024 45.90 Reconstruction $169,557.43 2025 174 04 PIER AVE BARD ST VALLEY DR A AC 230 38 8,740 10-15-2024 41.00 Reconstruction $157,754.09 2025 174 05 PIER AVE VALLEY DR ARDMORE AVE A AC 122 40 4,880 10-15-2024 43.00 Reconstruction $75,944.16 2025 174 06 PIER AVE ARDMORE AVE PACIFIC COAST HWY A AC 655 36 23,580 10-15-2024 41.00 Reconstruction $425,611.15 2025 174 07 PIER AVE PACIFIC COAST HWY ARDMORE AVE A AC 655 36 23,580 10-15-2024 47.00 Reconstruction $249,951.61 2025 174 08 PIER AVE ARDMORE AVE VALLEY DR A AC 122 40 4,880 10-15-2024 48.00 Reconstruction $45,629.15 2025 174 09 PIER AVE VALLEY DR BARD ST A AC 230 38 8,740 10-15-2024 48.00 Reconstruction $81,721.06

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Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2025 174 12 PIER AVE MANHATTAN AVE HERMOSA AVE A AC 373 38 14,174 10-15-2024 49.00 Reconstruction $114,991.15 2025 179 01 POWER ST 20TH ST 21ST ST E AC 240 25 6,000 10-24-2024 14.20 Reconstruction $113,997.60 2025 179 02 POWER ST 21ST ST 24TH ST E AC 469 25 11,725 10-24-2024 28.40 Reconstruction $222,770.32 2025 182 03 REYNOLDS LN 9TH ST 10TH ST E AC 238 15 3,570 11-05-2024 32.70 Reconstruction $67,828.57 2025 183 02 RHODES ST 21ST ST END E AC 256 22 5,632 10-21-2024 .80 Reconstruction $107,005.75 2025 189 02 SPRINGFIELD AVE SPRINGFIELD AVE 21ST ST E PCC 540 25 13,500 10-21-2024 63.30 Mill and Overlay $173,174.18 2025 192 01 TENNYSON PL END 30TH ST E AC 490 22 10,930 10-23-2024 41.00 Reconstruction $199,741.93 2025 192 02 TENNYSON PL 30TH ST LONGFELLOW AVE E AC 266 24 6,384 10-23-2024 53.00 Reconstruction $39,901.81 2025 192 03 TENNYSON PL LONGFELLOW AVE BOUNDARY PL E AC 140 27 3,780 10-23-2024 51.00 Reconstruction $24,382.50 2025 195 01 VALLEY DR HERONDO ST 2ND ST C AC 754 25 18,850 10-17-2024 64.70 Mill and Overlay $95,456.68 2025 195 02 VALLEY DR 2ND ST 8TH ST C AC 1,693 25 42,325 10-17-2024 51.60 Reconstruction $269,582.69 2025 195 03 VALLEY DR 8TH ST 11TH ST C AC 915 24 21,960 10-17-2024 42.90 Reconstruction $344,219.13 2025 195 04 VALLEY DR 11TH ST PIER AVE C AC 738 25 18,450 10-17-2024 59.60 Mill and Overlay $102,801.50 2025 195 06 VALLEY DR 18TH ST 20TH ST C AAC 486 28 13,608 10-17-2024 85.20 Mill and Overlay $5,448.81 2025 195 08 VALLEY DR 24TH ST 25TH ST C AAC 675 28 18,900 10-17-2024 77.30 Mill and Overlay $31,511.15 2025 198 01 VISTA DR 33RD PL FRANCISCO ST E PCC 133 18 2,394 10-21-2024 38.60 Reconstruction $67,032.11 2026 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88.40 Slurry Seal $6,221.25 2026 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87.20 Slurry Seal $11,074.65 2026 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86.40 Slurry Seal $4,779.24 2026 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89.10 Slurry Seal $4,707.14 2026 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86.30 Slurry Seal $9,298.09 2026 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87.00 Slurry Seal $2,433.70 2026 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89.00 Slurry Seal $2,130.06 2026 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88.00 Slurry Seal $25,259.11 2026 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88.00 Slurry Seal $12,206.84 2026 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88.00 Slurry Seal $8,691.62 2026 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88.00 Slurry Seal $5,280.24 2026 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88.00 Slurry Seal $4,138.16 2026 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87.00 Slurry Seal $5,397.24 2026 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86.00 Slurry Seal $3,164.19 2026 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86.00 Slurry Seal $4,368.06 2026 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86.00 Slurry Seal $12,650.15 2026 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87.00 Slurry Seal $12,885.00 2026 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 87.60 Slurry Seal $8,075.27 2026 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 87.60 Slurry Seal $4,787.48 2026 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87.00 Slurry Seal $4,523.80 2026 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 85.80 Slurry Seal $11,893.71 2026 003 01 11TH CT BEACH DR HERMOSA AVE E AC 378 20 7,560 10-24-2024 58.40 Reconstruction $47,539.95 2026 010 01 14TH ST BEACH DR HERMOSA AVE E AC 448 35 15,680 10-21-2024 58.80 Reconstruction $97,955.00 2026 015 01 16TH ST HERMOSA AVE MANHATTAN AVE E AC 298 30 8,940 10-24-2024 57.70 Reconstruction $56,908.93 2026 021 03 19TH ST MONTEREY BLVD LOMA DR E AC 151 30 4,530 10-24-2024 59.00 Reconstruction $28,182.81 2026 021 04 19TH ST PACIFIC COAST HWY RHODES ST E AC 341 30 10,230 10-21-2024 58.70 Reconstruction $64,024.14 2026 046 03 2ND ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-21-2024 57.00 Reconstruction $74,555.45 2026 047 01 30TH PL PALM DR MORNINGSIDE DR E AC 641 15 9,615 10-24-2024 59.20 Reconstruction $59,610.36 2026 047 03 30TH PL INGLESIDE DR VALLEY DR E PCC 111 15 1,665 10-21-2024 57.70 Reconstruction $24,008.54 2026 050 02 31ST ST MORNINGSIDE DR INGLESIDE DR E PCC 489 26 12,714 10-21-2024 55.90 Reconstruction $183,330.11

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Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2026 052 01 33RD PL PALM DR MANHATTAN AVE E AC 177 14 2,478 10-10-2024 59.50 Reconstruction $15,319.50 2026 058 01 3RD CT BEACH DR HERMOSA AVE E AC 168 20 3,360 10-18-2024 58.70 Reconstruction $21,038.84 2026 063 01 5TH ST ARMORE AVE PACIFIC COAST HWY E AC 805 28 22,540 10-24-2024 57.10 Reconstruction $144,945.22 2026 085 01 AVIATION BLVD PACIFIC COAST HWY OCEAN DR A AC 746 30 22,380 10-17-2024 56.00 Reconstruction $141,794.49 2026 085 02 AVIATION BLVD OCEAN DR CORONA ST A AC 654 30 19,620 10-17-2024 57.00 Reconstruction $122,366.68 2026 089 08 BAYVIEW DR 16TH ST 19TH ST E AC 836 20 16,720 10-15-2024 58.60 Reconstruction $104,934.56 2026 094 01 BRAEHOLM PL 30TH ST AMBY PL E AC 334 20 6,680 10-23-2024 56.00 Reconstruction $43,761.73 2026 108 04 CYPRESS AVE 11TH ST PIER AVE E AC 733 28 20,524 10-23-2024 57.00 Reconstruction $132,235.12 2026 148 01 LYNDON ST HERMOSA AVE MONTEREY BLVD E AC 586 20 11,720 10-23-2024 56.70 Reconstruction $75,885.73 2026 163 02 NEPTUNE AVE PALM DR MANHATTAN AVE E PCC 202 30 6,060 10-21-2024 56.00 Reconstruction $87,382.45 2026 170 06 PALM DR 6TH ST 8TH ST E AC 540 20 10,800 10-11-2024 58.50 Reconstruction $67,958.76 2026 174 10 PIER AVE BARD ST MONTEREY BLVD A AC 739 38 28,082 10-15-2024 57.00 Reconstruction $175,171.52 2026 174 11 PIER AVE MONTEREY BLVD MANHATTAN AVE A AC 395 38 15,010 10-15-2024 56.00 Reconstruction $95,115.25 2026 191 01 SUNSET DR 6TH ST 8TH ST E AC 540 20 10,800 10-23-2024 59.30 Reconstruction $66,845.73 2027 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91.10 Slurry Seal $5,246.41 2027 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89.30 Slurry Seal $7,309.66 2027 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 92.80 Slurry Seal $12,489.87 2027 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89.00 Slurry Seal $2,512.23 2027 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92.40 Slurry Seal $491.84 2027 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89.10 Slurry Seal $3,855.77 2027 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89.40 Slurry Seal $1,307.04 2027 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90.00 Slurry Seal $16,142.79 2027 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91.00 Slurry Seal $3,666.50 2027 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89.00 Slurry Seal $25,851.38 2027 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91.00 Slurry Seal $8,539.89 2027 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89.00 Slurry Seal $11,763.36 2027 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89.00 Slurry Seal $6,202.50 2027 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90.00 Slurry Seal $5,740.79 2027 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91.00 Slurry Seal $6,547.08 2027 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91.00 Slurry Seal $10,292.94 2027 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89.00 Slurry Seal $8,539.89 2027 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 92.80 Slurry Seal $3,734.40 2027 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 92.80 Slurry Seal $3,437.34 2027 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 89.90 Slurry Seal $8,211.43 2027 002 08 10TH ST OCEAN DR OWOSSO AVE E AC 362 24 8,688 10-25-2024 62.20 Reconstruction $56,078.60 2027 010 04 14TH ST OCEAN DR BONNIE BRAE ST E AC 124 24 2,976 10-21-2024 61.70 Reconstruction $19,411.43 2027 041 01 28TH CT PALM DR MANHATTAN AVE E AC 175 18 3,150 10-24-2024 62.40 Reconstruction $20,255.46 2027 042 01 28TH ST HERMOSA AVE MANHATTAN AVE E AC 311 30 9,330 10-24-2024 62.30 Reconstruction $60,113.56 2027 042 02 28TH ST MANHATTAN AVE MORNINGSIDE DR E AC 640 30 19,200 10-24-2024 60.60 Reconstruction $127,782.53 2027 044 02 29TH ST MANHATTAN AVE MORNINGSIDE DR E PCC 640 24 15,360 10-21-2024 58.80 Reconstruction $228,128.75 2027 046 04 2ND ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-21-2024 58.20 Reconstruction $75,761.27 2027 059 01 3RD ST END ARDMORE AVE E AC 285 26 7,410 10-23-2024 62.40 Reconstruction $47,656.38 2027 063 06 5TH ST MASSEY AVE REYNOLDS LN E AC 239 26 6,214 10-25-2024 61.40 Reconstruction $40,736.23 2027 073 03 9TH ST OCEAN DR OWOSSO AVE E AC 256 24 6,144 10-25-2024 61.30 Reconstruction $40,355.64 2027 081 01 ARTESIA BLVD PACIFIC COAST HWY HARPER AVE A AC 1,252 45 56,340 10-23-2024 59.00 Reconstruction $363,419.57 2027 085 03 AVIATION BLVD CORONA ST PROSPECT AVE A AC 379 30 11,370 10-17-2024 58.00 Reconstruction $74,512.59

Page 146 of 291 ends

Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2027 106 02 CREST DR 34TH ST 35TH ST E PCC 135 20 2,700 10-21-2024 59.80 Reconstruction $40,100.76 2027 128 01 HERMOSA AVE HERONDO ST LYNDON ST A AC 260 28 7,280 10-16-2024 58.00 Reconstruction $47,716.78 2027 135 02 HOLLOWELL AVE 3RD ST PROSPECT AVE E PCC 117 28 3,276 10-21-2024 60.00 Reconstruction $48,655.59 2027 144 01 LOMA DR END 6TH ST E AC 220 27 5,940 10-23-2024 60.00 Reconstruction $39,974.09 2027 144 03 LOMA DR 8TH ST 10TH ST E AC 540 25 13,500 10-17-2024 61.00 Reconstruction $89,302.62 2027 144 04 LOMA DR 10TH ST PIER AVE E AC 1,085 27 29,295 10-17-2024 61.00 Reconstruction $193,786.69 2027 149 09 MANHATTAN AVE 16TH ST 19TH ST E AC 832 40 33,280 10-09-2024 62.80 Reconstruction $212,905.36 2027 158 11 MONTEREY BLVD CIRCLE CT MANHATTAN AVE C AC 729 40 29,160 10-15-2024 58.80 Reconstruction $188,838.69 2027 174 03 PIER AVE MONTEREY BLVD BARD ST A AC 736 38 27,968 10-15-2024 59.00 Reconstruction $180,555.09 2027 183 01 RHODES ST 18TH ST 21ST ST E AC 931 29 26,999 10-21-2024 60.80 Reconstruction $179,143.08 2027 185 01 SILVER ST 15TH ST END E APC 415 28 11,620 10-24-2024 61.60 Reconstruction $75,904.26 2028 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 91.70 Slurry Seal $5,227.65 2028 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 94.80 Slurry Seal $4,836.01 2028 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 94.80 Slurry Seal $3,977.56 2028 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 94.80 Slurry Seal $7,419.68 2028 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 94.80 Slurry Seal $6,943.68 2028 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93.40 Slurry Seal $6,163.03 2028 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 94.80 Slurry Seal $7,161.36 2028 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 94.80 Slurry Seal $3,078.89 2028 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 94.80 Slurry Seal $5,026.59 2028 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 94.80 Slurry Seal $870.26 2028 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 94.80 Slurry Seal $795.51 2028 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94.10 Slurry Seal $4,816.78 2028 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93.40 Slurry Seal $6,348.80 2028 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 94.80 Slurry Seal $7,354.11 2028 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 94.80 Slurry Seal $10,523.05 2028 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 94.80 Slurry Seal $14,175.85 2028 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 94.80 Slurry Seal $9,468.78 2028 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 94.80 Slurry Seal $6,000.43 2028 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 93.50 Slurry Seal $2,478.33 2028 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 94.80 Slurry Seal $731.70 2028 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 94.80 Slurry Seal $682.74 2028 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95.00 Slurry Seal $8,191.15 2028 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 94.80 Slurry Seal $6,458.07 2028 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 94.80 Slurry Seal $8,916.73 2028 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95.00 Slurry Seal $8,293.87 2028 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 94.80 Slurry Seal $9,251.54 2028 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 94.80 Slurry Seal $2,533.40 2028 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92.40 Slurry Seal $5,472.42 2028 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 92.80 Slurry Seal $11,189.62 2028 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 94.80 Slurry Seal $10,162.45 2028 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93.10 Slurry Seal $1,163.55 2028 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 94.80 Slurry Seal $2,050.85 2028 164 05 OCEAN DR AVIATION BLVD 14TH ST E AAC 748 19 14,212 10-23-2024 94.80 Slurry Seal $6,211.99 2028 189 01 SPRINGFIELD AVE END SPRINGFIELD AVE E AAC 64 44 2,816 10-24-2024 94.80 Slurry Seal $1,230.86 2028 002 06 10TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 623 28 17,444 10-21-2024 62.00 Reconstruction $266,853.01

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Work Year Branch
ID
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ID Branch Name From To Section
Rank
Surface Type -
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Section True
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(SF)
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Conceptual
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Cost of
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Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2028 005 04 11TH ST LOMA DR VALLEY DR E AC 684 25 17,100 10-24-2024 64.50 Reconstruction $115,967.84 2028 009 01 14TH CT BEACH DR HERMOSA AVE E AC 445 21 9,345 10-24-2024 64.90 Reconstruction $62,823.65 2028 036 03 24TH ST MANHATTAN AVE PARK AVE E AC 598 30 17,940 10-15-2024 63.50 Reconstruction $124,449.89 2028 042 03 28TH ST MORNINGSIDE DR INGLESIDE DR E AC 489 30 14,670 10-24-2024 63.40 Reconstruction $101,797.90 2028 059 03 3RD ST PACIFIC COAST HWY HOPKINS AVE E AC 612 30 18,360 10-24-2024 64.50 Reconstruction $124,512.84 2028 060 01 4TH CT BEACH DR HERMOSA AVE E AC 208 20 4,160 10-24-2024 65.60 Reconstruction $27,529.81 2028 061 05 4TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 783 28 21,924 10-21-2024 63.40 Reconstruction $335,386.69 2028 063 04 5TH ST PINE CT HOPKINS AVE E APC 210 30 6,300 10-24-2024 65.10 Reconstruction $42,167.04 2028 066 01 7TH CT BEACH DR HERMOSA AVE E AC 300 20 6,000 10-24-2024 63.20 Reconstruction $41,805.68 2028 072 01 9TH CT BEACH DR HERMOSA AVE E AC 342 20 6,840 10-24-2024 64.20 Reconstruction $46,686.28 2028 075 01 ALLEY 4TH ST 5TH ST N AC 397 15 4,764 10-24-2024 64.40 Reconstruction $32,381.17 2028 075 05 ALLEY TENNYSON PL ALLEY w/o TENNYSON PL N AC 459 11 5,049 11-06-2024 63.00 Reconstruction $35,234.69 2028 081 02 ARTESIA BLVD HARPER AVE PACIFIC COAST HWY A AC 1,254 45 56,430 10-23-2024 62.00 Reconstruction $371,465.17 2028 084 01 AVA ST END 21ST ST E PCC 528 25 13,200 10-21-2024 63.00 Reconstruction $201,929.59 2028 089 10 BAYVIEW DR 34TH ST 35TH ST E PCC 140 18 2,520 10-21-2024 62.00 Reconstruction $38,550.19 2028 090 02 BEACH DR 1ST ST 2ND ST E AC 273 20 5,460 10-15-2024 64.00 Reconstruction $37,488.00 2028 090 18 BEACH DR 18TH ST 19TH ST E AC 270 20 5,400 10-15-2024 63.00 Reconstruction $37,831.78 2028 090 20 BEACH DR 20TH ST 21ST ST E AC 271 20 5,420 10-15-2024 65.00 Reconstruction $36,419.28 2028 128 06 HERMOSA AVE 8TH ST 10TH ST A AC 539 36 19,404 10-16-2024 62.00 Reconstruction $127,816.78 2028 128 35 HERMOSA AVE 6TH ST 4TH ST A AC 540 36 19,440 10-16-2024 61.00 Reconstruction $129,987.95 2028 130 01 HERMOSA VIEW DR END 30TH ST E AC 335 32 11,820 10-23-2024 64.00 Reconstruction $81,039.06 2028 133 01 HILL ST END HILL ST E AC 56 21 1,176 11-05-2024 63.20 Reconstruction $8,175.91 2028 144 07 LOMA DR 19TH ST PARK AVE E AC 1,264 20 25,280 10-17-2024 65.00 Reconstruction $169,811.85 2028 149 08 MANHATTAN AVE 14TH ST 16TH ST C AC 539 40 21,560 10-09-2024 61.60 Reconstruction $142,984.97 2028 161 04 MORNINGSIDE DR 30TH PL LONGFELLOW AVE E AC 439 24 10,536 10-23-2024 63.00 Reconstruction $73,710.26 2028 191 02 SUNSET DR 8TH ST 10TH ST E AC 540 20 10,800 10-17-2024 65.00 Reconstruction $72,546.20 2029 017 02 17TH ST PROSPECT AVE GOLDEN ST E AAC 371 24 8,904 10-23-2024 94.80 Slurry Seal $4,008.65 2029 017 03 17TH ST GOLDEN ST END E AAC 246 24 5,904 10-23-2024 94.80 Slurry Seal $2,658.02 2029 037 02 25TH ST MANHATTAN AVE MYRTLE AVE E AAC 285 30 8,550 10-15-2024 89.20 Slurry Seal $3,849.27 2029 065 09 6TH ST 58' s/o PROSPECT AVE PROSPECT AVE E AAC 58 28 1,624 10-24-2024 94.80 Slurry Seal $731.14 2029 068 03 7TH ST PACIFIC COAST HWY PROSPECT AVE E AAC 1,077 25 26,925 10-21-2024 94.80 Slurry Seal $12,121.83 2029 117 02 GOLDEN AVE 16TH ST 17TH ST E AAC 276 24 6,624 10-23-2024 94.80 Slurry Seal $2,982.17 2029 117 03 GOLDEN AVE 17TH ST END E AAC 161 24 3,864 10-23-2024 94.80 Slurry Seal $1,739.60 2029 180 01 PROSPECT AVE ANITA ST VAN HORNE LN C AAC 702 30 21,060 10-21-2024 94.80 Slurry Seal $9,481.37 2029 180 02 PROSPECT AVE VAN HORNE LN GENTRY ST C AAC 681 30 20,430 10-21-2024 94.80 Slurry Seal $9,197.73 2029 180 03 PROSPECT AVE GENTRY ST 6TH ST C AAC 586 30 17,580 10-21-2024 94.80 Slurry Seal $7,914.64 2029 180 04 PROSPECT AVE 6TH ST 8TH ST C AAC 575 30 17,250 10-21-2024 94.80 Slurry Seal $7,766.08 2029 180 05 PROSPECT AVE 8TH ST 9TH ST C AAC 345 30 10,350 10-21-2024 94.80 Slurry Seal $4,659.65 2029 180 06 PROSPECT AVE 9TH ST AVIATION BLVD C AAC 923 30 27,690 10-21-2024 94.80 Slurry Seal $12,466.24 2029 180 07 PROSPECT AVE AVIATION BLVD 14TH ST C AAC 486 36 17,496 10-21-2024 94.80 Slurry Seal $7,876.83 2029 180 08 PROSPECT AVE 14TH ST 15TH ST C AAC 248 36 8,928 10-23-2024 94.80 Slurry Seal $4,019.45 2029 180 09 PROSPECT AVE 15TH ST 17TH ST C AAC 815 36 29,340 10-23-2024 94.80 Slurry Seal $13,209.08 2029 180 10 PROSPECT AVE 17TH ST 20TH ST C AAC 883 36 31,788 10-23-2024 94.80 Slurry Seal $14,311.19 2029 180 11 PROSPECT AVE 20TH ST 21ST ST C AAC 459 36 16,524 10-23-2024 94.80 Slurry Seal $7,439.22 2029 180 12 PROSPECT AVE 21ST ST ARTESIA BLVD C AAC 574 30 17,220 10-23-2024 94.80 Slurry Seal $7,752.57 2029 180 13 PROSPECT AVE ARTESIA BLVD 21ST ST C AAC 567 30 17,010 10-23-2024 94.80 Slurry Seal $7,658.03

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Treatment Type
Cost of
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Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2029 197 01 VAN HORNE LN PROSPECT AVE REYNOLDS LN E AAC 51 26 1,380 10-21-2024 94.80 Slurry Seal $621.29 2029 002 10 10TH ST PROSPECT AVE HARPER AVE E AC 821 25 20,525 10-25-2024 68.40 Reconstruction $139,511.10 2029 004 01 11TH PL BARD ST VALLEY DR E AC 233 26 6,058 10-24-2024 67.70 Reconstruction $41,961.60 2029 005 01 11TH ST THE STRAND BEACH DR E AC 115 40 4,600 10-24-2024 66.30 Reconstruction $32,981.48 2029 010 06 14TH ST CORONA ST PROSPECT AVE E AC 100 24 2,400 10-24-2024 68.00 Reconstruction $16,494.20 2029 015 06 16TH ST PROSPECT AVE GOLDEN AVE E AC 267 25 6,675 10-24-2024 67.10 Reconstruction $46,941.95 2029 017 01 17TH ST PACIFIC COAST HWY PROSPECT AVE E AC 881 24 21,144 10-21-2024 67.30 Reconstruction $148,052.30 2029 019 01 18TH ST VALLEY PARK AVE VALLEY DR E AC 475 22 10,450 10-24-2024 66.40 Reconstruction $74,748.86 2029 029 01 21ST ST HERMOSA AVE MANHATTAN AVE E AC 299 30 8,970 10-23-2024 66.20 Reconstruction $64,465.46 2029 029 04 21ST ST ARDMORE AVE PACIFIC COAST HWY E AC 726 30 21,780 10-15-2024 67.50 Reconstruction $151,892.33 2029 033 02 22ND ST HERMOSA AVE MANHATTAN AVE C AC 296 40 11,840 10-15-2024 62.70 Reconstruction $82,424.82 2029 038 01 26TH ST HERMOSA AVE MANHATTAN AVE E AC 270 30 8,100 10-24-2024 66.20 Reconstruction $58,203.81 2029 038 02 26TH ST MANHATTAN AVE MORNINGSIDE DR E PCC 693 25 17,325 10-17-2024 64.30 Reconstruction $272,983.56 2029 041 02 28TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 64.90 Reconstruction $151,263.62 2029 048 02 30TH ST MANHATTAN AVE PALM DR E PCC 178 25 4,450 10-21-2024 64.00 Reconstruction $70,116.99 2029 063 02 5TH ST PACIFIC COAST HWY OCEAN VIEW CT E APC 303 28 8,484 10-24-2024 66.40 Reconstruction $60,686.06 2029 131 01 HERONDO ST HERMOSA AVE MONTEREY BLVD A AC 569 40 22,760 11-05-2024 63.20 Reconstruction $157,009.48 2029 131 02 HERONDO ST MONTEREY BLVD VALLEY DR A AC 784 40 31,360 11-05-2024 64.00 Reconstruction $213,829.23 2029 139 01 INGLESIDE DR 28TH ST 29TH ST E PCC 219 25 5,475 10-21-2024 66.20 Reconstruction $86,267.53 2029 144 05 LOMA DR PIER AVE 16TH ST E AC 597 25 14,925 10-17-2024 68.00 Reconstruction $102,690.97 2029 144 06 LOMA DR 16TH ST END E AC 530 25 13,250 10-17-2024 67.00 Reconstruction $93,538.65 2029 149 11 MANHATTAN AVE CIRCLE DR MONTEREY BLVD C AC 712 40 28,480 10-09-2024 63.60 Reconstruction $195,859.51 2029 158 04 MONTEREY BLVD 6TH ST 8TH ST C AC 540 38 20,520 10-11-2024 63.10 Reconstruction $142,088.35 2029 170 16 PALM DR 25TH ST 26TH ST E AC 268 20 5,360 10-09-2024 67.00 Reconstruction $37,893.40 2029 170 27 PALM DR 35TH ST NEPTUNE AVE E AC 144 23 3,312 10-09-2024 68.30 Reconstruction $22,638.92 2029 191 03 SUNSET DR 10TH ST 11TH ST E AC 510 20 10,200 10-17-2024 67.00 Reconstruction $72,007.11 2030 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 75.50 Slurry Seal $6,051.46 2030 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 79.50 Slurry Seal $4,034.31 2030 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79.10 Slurry Seal $3,811.72 2030 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 75.60 Slurry Seal $5,212.14 2030 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 78.90 Slurry Seal $5,973.56 2030 032 01 22ND CT END (S) 22ND ST E AC 313 12 3,756 10-24-2024 82.90 Slurry Seal $1,741.71 2030 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 75.90 Slurry Seal $3,769.99 2030 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79.10 Slurry Seal $9,292.82 2030 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 78.90 Slurry Seal $4,596.33 2030 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83.10 Slurry Seal $1,530.25 2030 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 77.60 Slurry Seal $902.85 2030 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75.10 Slurry Seal $834.68 2030 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 78.70 Slurry Seal $2,213.77 2030 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77.30 Slurry Seal $4,036.16 2030 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 78.60 Slurry Seal $4,388.58 2030 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82.00 Slurry Seal $9,166.69 2030 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83.00 Slurry Seal $1,544.17 2030 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80.40 Slurry Seal $11,711.55 2030 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82.30 Slurry Seal $2,986.31 2030 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 82.50 Slurry Seal $7,612.32

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Cost of
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Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2030 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 82.50 Slurry Seal $5,453.27 2030 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 80.60 Slurry Seal $3,882.21 2030 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 76.80 Slurry Seal $5,110.12 2030 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 77.80 Slurry Seal $4,757.70 2030 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 77.70 Slurry Seal $3,194.06 2030 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84.30 Slurry Seal $3,856.24 2030 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80.00 Slurry Seal $17,578.45 2030 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78.20 Slurry Seal $5,008.11 2030 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 79.80 Slurry Seal $5,008.11 2030 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76.00 Slurry Seal $4,034.31 2030 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78.00 Slurry Seal $2,522.60 2030 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82.00 Slurry Seal $2,531.88 2030 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83.00 Slurry Seal $2,494.78 2030 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,504.05 2030 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80.00 Slurry Seal $2,504.05 2030 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84.00 Slurry Seal $2,504.05 2030 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,504.05 2030 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84.00 Slurry Seal $2,689.54 2030 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85.00 Slurry Seal $2,958.49 2030 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,504.05 2030 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,504.05 2030 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75.00 Slurry Seal $2,504.05 2030 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78.00 Slurry Seal $2,513.33 2030 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82.00 Slurry Seal $2,670.99 2030 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 75.90 Slurry Seal $4,345.92 2030 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82.30 Slurry Seal $6,248.54 2030 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85.00 Slurry Seal $13,488.50 2030 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84.00 Slurry Seal $3,999.07 2030 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81.00 Slurry Seal $3,950.84 2030 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79.00 Slurry Seal $2,068.16 2030 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82.00 Slurry Seal $3,950.84 2030 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82.00 Slurry Seal $3,561.32 2030 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82.00 Slurry Seal $6,037.55 2030 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85.00 Slurry Seal $10,325.97 2030 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 75.80 Slurry Seal $5,448.63 2030 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79.20 Slurry Seal $9,497.78 2030 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79.00 Slurry Seal $7,971.23 2030 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77.00 Slurry Seal $3,853.46 2030 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76.00 Slurry Seal $4,114.99 2030 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77.00 Slurry Seal $2,810.10 2030 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82.00 Slurry Seal $1,827.96 2030 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 78.90 Slurry Seal $5,008.11 2030 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80.30 Slurry Seal $4,998.83 2030 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84.10 Slurry Seal $4,989.56 2030 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79.10 Slurry Seal $6,668.20 2030 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 79.50 Slurry Seal $2,680.26

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Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2030 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76.00 Slurry Seal $7,261.75 2030 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 83.50 Slurry Seal $2,967.77 2030 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 80.70 Slurry Seal $2,817.06 2030 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 84.80 Slurry Seal $16,229.97 2030 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79.40 Slurry Seal $8,404.81 2030 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84.10 Slurry Seal $5,490.37 2030 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77.00 Slurry Seal $5,165.77 2030 001 01 10TH CT BEACH DR HERMOSA AVE E AC 363 20 7,260 10-22-2024 69.40 Reconstruction $52,857.09 2030 007 01 13TH CT BEACH DR HERMOSA AVE E AC 426 20 8,520 10-24-2024 68.70 Reconstruction $63,236.27 2030 013 03 15TH ST PROSPECT AVE CITY LIMIT E APC 579 28 16,212 10-24-2024 69.20 Reconstruction $118,672.33 2030 033 01 22ND ST END HERMOSA AVE C AC 154 40 6,160 10-21-2024 66.00 Reconstruction $43,648.02 2030 036 02 24TH ST HERMOSA AVE MANHATTAN AVE E AC 269 30 8,070 10-15-2024 69.20 Reconstruction $59,166.25 2030 036 05 24TH ST ARDMORE AVE PACIFIC COAST HWY E AC 773 28 19,544 10-24-2024 69.90 Reconstruction $140,138.35 2030 046 01 2ND ST THE STRAND BEACH DR E AC 100 28 2,800 10-21-2024 69.60 Reconstruction $20,268.74 2030 051 02 32ND PL MANHATTAN AVE MORNINGSIDE DR E AC 640 11 7,040 10-10-2024 70.10 Reconstruction $50,299.94 2030 061 01 4TH ST HERMOSA AVE MANHATTAN AVE C AC 300 40 12,000 10-21-2024 66.90 Reconstruction $83,956.96 2030 062 01 5TH CT BEACH DR HERMOSA AVE E AC 248 20 4,960 10-24-2024 69.50 Reconstruction $35,990.89 2030 067 01 7TH PL PROSPECT AVE REYNOLDS LN E AC 820 30 14,010 10-25-2024 70.10 Reconstruction $99,823.46 2030 107 01 CULPER CT 2ND ST 4TH ST E AC 431 25 10,775 10-21-2024 69.50 Reconstruction $78,235.88 2030 108 03 CYPRESS AVE 8TH ST END E AAC 304 28 8,512 10-23-2024 69.00 Reconstruction $62,673.42 2030 113 01 EL OESTE DR GOULD AVE END E AC 500 30 16,150 10-23-2024 70.00 Reconstruction $115,464.74 2030 117 01 GOLDEN AVE 15TH ST 16TH ST E APC 558 28 15,624 10-23-2024 70.00 Reconstruction $111,704.09 2030 122 01 GREENWICH VILLAGE HERMOSA AVE 27TH ST C AC 390 30 11,700 10-23-2024 67.00 Reconstruction $81,735.80 2030 128 03 HERMOSA AVE 2ND ST 4TH ST A AC 541 36 19,476 10-16-2024 65.00 Reconstruction $140,012.17 2030 128 04 HERMOSA AVE 4TH ST 6TH ST A AC 540 36 19,440 10-16-2024 66.00 Reconstruction $137,814.19 2030 133 02 HILL ST 2ND ST END E PCC 198 24 4,752 10-21-2024 67.40 Reconstruction $77,121.76 2030 138 01 HOPKINS AVE 3RD ST 5TH ST E AC 555 27 14,985 10-24-2024 69.20 Reconstruction $109,690.65 2030 139 05 INGLESIDE DR LONGFELLOW AVE FRANCISCO ST E AC 250 30 7,500 10-23-2024 70.00 Reconstruction $53,621.40 2030 149 10 MANHATTAN AVE 19TH ST CIRCLE DR C AC 352 40 14,080 10-09-2024 64.90 Reconstruction $101,416.47 2030 158 02 MONTEREY BLVD 2ND ST 4TH ST C AC 540 40 21,600 10-11-2024 65.30 Reconstruction $154,705.29 2030 170 14 PALM DR 22ND ST 24TH ST E AC 385 20 7,700 10-09-2024 69.50 Reconstruction $56,024.80 2030 175 01 PINE ST 5TH ST 6TH ST E AC 310 24 7,440 10-24-2024 68.80 Reconstruction $55,073.77 2030 196 01 VALLEY PARK AVE END 20TH ST E AC 736 26 19,136 10-24-2024 69.40 Reconstruction $139,277.07 2031 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88.40 Slurry Seal $7,212.14 2031 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87.20 Slurry Seal $12,838.56 2031 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86.40 Slurry Seal $5,540.45 2031 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89.10 Slurry Seal $5,456.86 2031 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86.30 Slurry Seal $10,779.04 2031 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87.00 Slurry Seal $2,821.33 2031 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89.00 Slurry Seal $2,469.32 2031 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88.00 Slurry Seal $29,282.23 2031 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88.00 Slurry Seal $14,151.07 2031 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88.00 Slurry Seal $10,075.97 2031 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88.00 Slurry Seal $6,121.24 2031 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88.00 Slurry Seal $4,797.26 2031 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87.00 Slurry Seal $6,256.89

Page 151 of 291 ends

Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2031 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86.00 Slurry Seal $3,668.16 2031 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86.00 Slurry Seal $5,063.78 2031 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86.00 Slurry Seal $14,664.99 2031 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87.00 Slurry Seal $14,937.24 2031 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 87.60 Slurry Seal $9,361.45 2031 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 87.60 Slurry Seal $5,550.00 2031 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87.00 Slurry Seal $5,244.32 2031 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 85.80 Slurry Seal $13,788.08 2031 079 02 ARDMORE AVE 2ND ST 5TH ST C AC 832 25 20,800 10-23-2024 69.30 Reconstruction $150,313.40 2031 128 38 HERMOSA AVE LYNDON ST HERONDO ST A AC 259 28 7,252 10-16-2024 68.00 Reconstruction $53,377.78 2031 158 06 MONTEREY BLVD 10TH ST 11TH ST C AC 510 36 18,360 10-15-2024 68.50 Reconstruction $134,237.94 2032 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91.10 Slurry Seal $6,082.02 2032 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89.30 Slurry Seal $8,473.90 2032 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 92.80 Slurry Seal $14,479.18 2032 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89.00 Slurry Seal $2,912.37 2032 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92.40 Slurry Seal $570.17 2032 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89.10 Slurry Seal $4,469.89 2032 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89.40 Slurry Seal $1,515.22 2032 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90.00 Slurry Seal $18,713.92 2032 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91.00 Slurry Seal $4,250.48 2032 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89.00 Slurry Seal $29,968.83 2032 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91.00 Slurry Seal $9,900.08 2032 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89.00 Slurry Seal $13,636.95 2032 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89.00 Slurry Seal $7,190.39 2032 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90.00 Slurry Seal $6,655.15 2032 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91.00 Slurry Seal $7,589.86 2032 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91.00 Slurry Seal $11,932.34 2032 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89.00 Slurry Seal $9,900.08 2032 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 92.80 Slurry Seal $4,329.19 2032 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 92.80 Slurry Seal $3,984.82 2032 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 89.90 Slurry Seal $9,519.30 2032 043 02 29TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 71.80 Reconstruction $165,289.84 2032 049 04 31ST PL INGLESIDE DR VALLEY DR E PCC 166 10 1,660 10-10-2024 71.30 Reconstruction $28,581.37 2032 128 24 HERMOSA AVE 27TH ST 26TH ST A AC 308 20 6,160 10-16-2024 70.00 Reconstruction $47,094.55 2032 128 34 HERMOSA AVE 8TH ST 6TH ST A AC 539 36 19,404 10-16-2024 70.00 Reconstruction $148,347.84 2032 128 36 HERMOSA AVE 4TH ST 2ND ST A AC 541 36 19,476 10-16-2024 70.00 Reconstruction $148,898.30 2032 174 02 PIER AVE MANHATTAN AVE MONTEREY BLVD A AC 395 38 15,010 10-15-2024 70.00 Reconstruction $114,754.75 2033 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 91.70 Slurry Seal $6,060.28 2033 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 94.80 Slurry Seal $5,606.26 2033 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 94.80 Slurry Seal $4,611.08 2033 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 94.80 Slurry Seal $8,601.44 2033 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 94.80 Slurry Seal $8,049.63 2033 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93.40 Slurry Seal $7,144.64 2033 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 94.80 Slurry Seal $8,301.97 2033 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 94.80 Slurry Seal $3,569.28 2033 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 94.80 Slurry Seal $5,827.19

Page 152 of 291 ends

Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2033 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 94.80 Slurry Seal $1,008.86 2033 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 94.80 Slurry Seal $922.22 2033 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94.10 Slurry Seal $5,583.97 2033 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93.40 Slurry Seal $7,360.00 2033 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 94.80 Slurry Seal $8,525.43 2033 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 94.80 Slurry Seal $12,199.10 2033 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 94.80 Slurry Seal $16,433.69 2033 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 94.80 Slurry Seal $10,976.91 2033 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 94.80 Slurry Seal $6,956.15 2033 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 93.50 Slurry Seal $2,873.06 2033 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 94.80 Slurry Seal $848.24 2033 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 94.80 Slurry Seal $791.48 2033 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95.00 Slurry Seal $9,495.79 2033 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 94.80 Slurry Seal $7,486.67 2033 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 94.80 Slurry Seal $10,336.93 2033 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95.00 Slurry Seal $9,614.86 2033 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 94.80 Slurry Seal $10,725.07 2033 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 94.80 Slurry Seal $2,936.90 2033 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92.40 Slurry Seal $6,344.04 2033 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 92.80 Slurry Seal $12,971.83 2033 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 94.80 Slurry Seal $11,781.06 2033 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93.10 Slurry Seal $1,348.87 2033 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 94.80 Slurry Seal $2,377.49 2033 164 05 OCEAN DR AVIATION BLVD 14TH ST E AAC 748 19 14,212 10-23-2024 94.80 Slurry Seal $7,201.39 2033 189 01 SPRINGFIELD AVE END SPRINGFIELD AVE E AAC 64 44 2,816 10-24-2024 94.80 Slurry Seal $1,426.90 2033 035 02 24TH PL ARDMORE AVE PACIFIC COAST HWY E AC 809 28 20,552 10-24-2024 70.40 Reconstruction $158,556.12 2033 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 70.50 Reconstruction $32,726.62 2033 068 02 7TH ST ARDMORE AVE END E AC 305 25 7,625 10-24-2024 70.50 Reconstruction $58,632.63 2033 170 17 PALM DR 26TH ST GREENWICH VILLAGE E AC 159 20 3,180 10-09-2024 70.50 Reconstruction $24,521.22 2033 182 01 REYNOLDS LN VAN HORNE LN 5TH ST E AC 569 15 8,535 10-25-2024 70.70 Reconstruction $65,197.38 2034 017 02 17TH ST PROSPECT AVE GOLDEN ST E AAC 371 24 8,904 10-23-2024 94.80 Slurry Seal $4,647.12 2034 017 03 17TH ST GOLDEN ST END E AAC 246 24 5,904 10-23-2024 94.80 Slurry Seal $3,081.38 2034 037 02 25TH ST MANHATTAN AVE MYRTLE AVE E AAC 285 30 8,550 10-15-2024 89.20 Slurry Seal $4,462.36 2034 065 09 6TH ST 58' s/o PROSPECT AVE PROSPECT AVE E AAC 58 28 1,624 10-24-2024 94.80 Slurry Seal $847.59 2034 068 03 7TH ST PACIFIC COAST HWY PROSPECT AVE E AAC 1,077 25 26,925 10-21-2024 94.80 Slurry Seal $14,052.52 2034 117 02 GOLDEN AVE 16TH ST 17TH ST E AAC 276 24 6,624 10-23-2024 94.80 Slurry Seal $3,457.16 2034 117 03 GOLDEN AVE 17TH ST END E AAC 161 24 3,864 10-23-2024 94.80 Slurry Seal $2,016.67 2034 180 01 PROSPECT AVE ANITA ST VAN HORNE LN C AAC 702 30 21,060 10-21-2024 94.80 Slurry Seal $10,991.50 2034 180 02 PROSPECT AVE VAN HORNE LN GENTRY ST C AAC 681 30 20,430 10-21-2024 94.80 Slurry Seal $10,662.70 2034 180 03 PROSPECT AVE GENTRY ST 6TH ST C AAC 586 30 17,580 10-21-2024 94.80 Slurry Seal $9,175.24 2034 180 04 PROSPECT AVE 6TH ST 8TH ST C AAC 575 30 17,250 10-21-2024 94.80 Slurry Seal $9,003.01 2034 180 05 PROSPECT AVE 8TH ST 9TH ST C AAC 345 30 10,350 10-21-2024 94.80 Slurry Seal $5,401.81 2034 180 06 PROSPECT AVE 9TH ST AVIATION BLVD C AAC 923 30 27,690 10-21-2024 94.80 Slurry Seal $14,451.79 2034 180 07 PROSPECT AVE AVIATION BLVD 14TH ST C AAC 486 36 17,496 10-21-2024 94.80 Slurry Seal $9,131.40 2034 180 08 PROSPECT AVE 14TH ST 15TH ST C AAC 248 36 8,928 10-23-2024 94.80 Slurry Seal $4,659.64 2034 180 09 PROSPECT AVE 15TH ST 17TH ST C AAC 815 36 29,340 10-23-2024 94.80 Slurry Seal $15,312.95

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Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update 10-Year Work Plan with Unlimited Budget
2034 180 10 PROSPECT AVE 17TH ST 20TH ST C AAC 883 36 31,788 10-23-2024 94.80 Slurry Seal $16,590.59 2034 180 11 PROSPECT AVE 20TH ST 21ST ST C AAC 459 36 16,524 10-23-2024 94.80 Slurry Seal $8,624.10 2034 180 12 PROSPECT AVE 21ST ST ARTESIA BLVD C AAC 574 30 17,220 10-23-2024 94.80 Slurry Seal $8,987.35 2034 180 13 PROSPECT AVE ARTESIA BLVD 21ST ST C AAC 567 30 17,010 10-23-2024 94.80 Slurry Seal $8,877.75 2034 197 01 VAN HORNE LN PROSPECT AVE REYNOLDS LN E AAC 51 26 1,380 10-21-2024 94.80 Slurry Seal $720.24 2034 010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71.00 Reconstruction $138,012.03 2034 011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71.00 Reconstruction $65,974.74 2034 015 03 16TH ST MONTEREY BLVD LOMA DR E AC 160 30 4,800 10-24-2024 72.60 Reconstruction $37,816.51 2034 049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 71.50 Reconstruction $63,083.19 2034 064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 71.90 Reconstruction $45,252.41 2034 089 01 BAYVIEW DR 1ST ST 2ND ST E AC 461 20 9,220 10-11-2024 72.60 Reconstruction $72,819.71 2034 089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71.00 Reconstruction $148,842.68 2034 101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72.10 Reconstruction $40,744.54 2034 161 01 MORNINGSIDE DR 25TH ST END E AC 373 32 11,936 10-23-2024 71.00 Reconstruction $99,444.23 2034 170 04 PALM DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 72.80 Reconstruction $84,664.16 2034 172 01 PARK AVE MONTEREY AVE LOMA DR E AC 150 30 4,500 10-23-2024 72.00 Reconstruction $36,240.16 2034 186 01 SILVERSTRAND AVE 24TH ST 25TH ST E AC 664 30 19,920 10-23-2024 72.00 Reconstruction $160,423.10

Page 154 of 291 ends

Appendix C
Preliminary List of Streets for Crack
Sealing

Page 155 of 291 ends

Branch ID Section ID Branch Name From To Section
Rank
Surface
Type -
Current
Length Width
Section True
Area
(SF)
Last Insp Date PCI Work Description
001 01 10TH CT BEACH DR HERMOSA AVE E AC 363 20 7,260 10-22-2024 69 Crack Sealing - AC 002 08 10TH ST OCEAN DR OWOSSO AVE E AC 362 24 8,688 10-25-2024 62 Crack Sealing - AC 002 04 10TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-24-2024 73 Crack Sealing - AC 002 10 10TH ST PROSPECT AVE HARPER AVE E AC 821 25 20,525 10-25-2024 68 Crack Sealing - AC 004 01 11TH PL BARD ST VALLEY DR E AC 233 26 6,058 10-24-2024 68 Crack Sealing - AC 005 04 11TH ST LOMA DR VALLEY DR E AC 684 25 17,100 10-24-2024 65 Crack Sealing - AC 005 01 11TH ST THE STRAND BEACH DR E AC 115 40 4,600 10-24-2024 66 Crack Sealing - AC 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 76 Crack Sealing - AC 009 01 14TH CT BEACH DR HERMOSA AVE E AC 445 21 9,345 10-24-2024 65 Crack Sealing - AC 010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71 Crack Sealing - AC 010 06 14TH ST CORONA ST PROSPECT AVE E AC 100 24 2,400 10-24-2024 68 Crack Sealing - AC 010 04 14TH ST OCEAN DR BONNIE BRAE ST E AC 124 24 2,976 10-21-2024 62 Crack Sealing - AC 011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71 Crack Sealing - AC 013 03 15TH ST PROSPECT AVE CITY LIMIT E APC 579 28 16,212 10-24-2024 69 Crack Sealing - AC 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 80 Crack Sealing - AC 015 06 16TH ST PROSPECT AVE GOLDEN AVE E AC 267 25 6,675 10-24-2024 67 Crack Sealing - AC 019 01 18TH ST VALLEY PARK AVE VALLEY DR E AC 475 22 10,450 10-24-2024 66 Crack Sealing - AC 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79 Crack Sealing - AC 023 01 1ST PL ARDMORE AVE PACIFIC COAST HWY E AC 653 26 16,978 10-23-2024 62 Crack Sealing - AC 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 76 Crack Sealing - AC 029 04 21ST ST ARDMORE AVE PACIFIC COAST HWY E AC 726 30 21,780 10-15-2024 68 Crack Sealing - AC 029 06 21ST ST RHODES ST PROSPECT AVE C AC 433 35 15,155 10-21-2024 71 Crack Sealing - AC 029 01 21ST ST HERMOSA AVE MANHATTAN AVE E AC 299 30 8,970 10-23-2024 66 Crack Sealing - AC 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 79 Crack Sealing - AC 033 02 22ND ST HERMOSA AVE MANHATTAN AVE C AC 296 40 11,840 10-15-2024 63 Crack Sealing - AC 036 05 24TH ST ARDMORE AVE PACIFIC COAST HWY E AC 773 28 19,544 10-24-2024 70 Crack Sealing - AC 036 02 24TH ST HERMOSA AVE MANHATTAN AVE E AC 269 30 8,070 10-15-2024 69 Crack Sealing - AC 036 03 24TH ST MANHATTAN AVE PARK AVE E AC 598 30 17,940 10-15-2024 64 Crack Sealing - AC 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79 Crack Sealing - AC 038 02 26TH ST MANHATTAN AVE MORNINGSIDE DR E PCC 693 25 17,325 10-17-2024 64 Crack Sealing - PCC 038 01 26TH ST HERMOSA AVE MANHATTAN AVE E AC 270 30 8,100 10-24-2024 66 Crack Sealing - AC 039 01 27TH CT OZONE CT MORNINGSIDE DR E PCC 559 15 8,385 10-21-2024 65 Crack Sealing - PCC 041 02 28TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 65 Crack Sealing - PCC 042 03 28TH ST MORNINGSIDE DR INGLESIDE DR E AC 489 30 14,670 10-24-2024 63 Crack Sealing - AC 042 02 28TH ST MANHATTAN AVE MORNINGSIDE DR E AC 640 30 19,200 10-24-2024 61 Crack Sealing - AC 043 02 29TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 72 Crack Sealing - PCC 046 01 2ND ST THE STRAND BEACH DR E AC 100 28 2,800 10-21-2024 70 Crack Sealing - AC 046 06 2ND ST VALLEY DR ARDMORE AVE C AC 578 30 17,340 10-21-2024 65 Crack Sealing - AC 046 07 2ND ST ARDMORE AVE PACIFIC COAST HWY C AC 666 30 19,980 10-21-2024 61 Crack Sealing - AC 048 02 30TH ST MANHATTAN AVE PALM DR E PCC 178 25 4,450 10-21-2024 64 Crack Sealing - PCC 049 04 31ST PL INGLESIDE DR VALLEY DR E PCC 166 10 1,660 10-10-2024 71 Crack Sealing - PCC 049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 72 Crack Sealing - AC 051 04 32ND PL INGLESIDE DR VALLEY DR E PCC 216 10 2,160 10-21-2024 75 Crack Sealing - PCC Appendix C
City of Hermosa Beach 2024 Pavement Management Plan Update List of streets for Crack Sealing

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Branch ID Section ID Branch Name From To Section
Rank
Surface
Type -
Current
Length Width
Section True
Area
(SF)
Last Insp Date PCI Work Description
Appendix C
City of Hermosa Beach 2024 Pavement Management Plan Update List of streets for Crack Sealing
052 04 33RD PL MORNINGSIDE DR INGLESIDE DR E PCC 486 15 7,290 10-10-2024 78 Crack Sealing - PCC 059 01 3RD ST END ARDMORE AVE E AC 285 26 7,410 10-23-2024 62 Crack Sealing - AC 060 01 4TH CT BEACH DR HERMOSA AVE E AC 208 20 4,160 10-24-2024 66 Crack Sealing - AC 061 06 4TH ST PACIFIC COAST HWY OCEAN VIEW AVE E PCC 304 25 7,600 10-21-2024 63 Crack Sealing - PCC 061 05 4TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 783 28 21,924 10-21-2024 63 Crack Sealing - PCC 061 01 4TH ST HERMOSA AVE MANHATTAN AVE C AC 300 40 12,000 10-21-2024 67 Crack Sealing - AC 063 04 5TH ST PINE CT HOPKINS AVE E APC 210 30 6,300 10-24-2024 65 Crack Sealing - AC 063 06 5TH ST MASSEY AVE REYNOLDS LN E AC 239 26 6,214 10-25-2024 61 Crack Sealing - AC 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 71 Crack Sealing - AC 063 02 5TH ST PACIFIC COAST HWY OCEAN VIEW CT E APC 303 28 8,484 10-24-2024 66 Crack Sealing - AC 064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 72 Crack Sealing - AC 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 79 Crack Sealing - AC 065 01 6TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-22-2024 74 Crack Sealing - AC 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77 Crack Sealing - AC 066 01 7TH CT BEACH DR HERMOSA AVE E AC 300 20 6,000 10-24-2024 63 Crack Sealing - AC 067 01 7TH PL PROSPECT AVE REYNOLDS LN E AC 820 30 14,010 10-25-2024 70 Crack Sealing - AC 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82 Crack Sealing - AC 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 78 Crack Sealing - AC 071 09 8TH ST PROSPECT AVE CITY LIMIT E APC 847 28 23,716 10-25-2024 73 Crack Sealing - AC 072 01 9TH CT BEACH DR HERMOSA AVE E AC 342 20 6,840 10-24-2024 64 Crack Sealing - AC 073 02 9TH ST PACIFIC COAST HWY OCEAN DR E AC 676 24 16,224 10-25-2024 74 Crack Sealing - AC 073 03 9TH ST OCEAN DR OWOSSO AVE E AC 256 24 6,144 10-25-2024 61 Crack Sealing - AC 075 01 ALLEY 4TH ST 5TH ST N AC 397 15 4,764 10-24-2024 64 Crack Sealing - AC 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80 Crack Sealing - AC 079 03 ARDMORE AVE 8TH ST 5TH ST C AC 761 25 19,025 10-17-2024 74 Crack Sealing - AC 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84 Crack Sealing - AC 079 02 ARDMORE AVE 2ND ST 5TH ST C AC 832 25 20,800 10-23-2024 69 Crack Sealing - AC 081 02 ARTESIA BLVD HARPER AVE PACIFIC COAST HWY A AC 1,254 45 56,430 10-23-2024 62 Crack Sealing - AC 084 01 AVA ST END 21ST ST E PCC 528 25 13,200 10-21-2024 63 Crack Sealing - PCC 086 02 BARD ST END PIER AVE C AC 390 44 17,160 09-25-2016 65 Crack Sealing - AC 089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71 Crack Sealing - AC 090 02 BEACH DR 1ST ST 2ND ST E AC 273 20 5,460 10-15-2024 64 Crack Sealing - AC 090 20 BEACH DR 20TH ST 21ST ST E AC 271 20 5,420 10-15-2024 65 Crack Sealing - AC 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81 Crack Sealing - AC 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78 Crack Sealing - AC 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84 Crack Sealing - AC 090 18 BEACH DR 18TH ST 19TH ST E AC 270 20 5,400 10-15-2024 63 Crack Sealing - AC 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76 Crack Sealing - AC 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75 Crack Sealing - AC 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 76 Crack Sealing - AC 101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72 Crack Sealing - AC 107 01 CULPER CT 2ND ST 4TH ST E AC 431 25 10,775 10-21-2024 70 Crack Sealing - AC 108 03 CYPRESS AVE 8TH ST END E AAC 304 28 8,512 10-23-2024 69 Crack Sealing - AC

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Branch ID Section ID Branch Name From To Section
Rank
Surface
Type -
Current
Length Width
Section True
Area
(SF)
Last Insp Date PCI Work Description
Appendix C
City of Hermosa Beach 2024 Pavement Management Plan Update List of streets for Crack Sealing
113 01 EL OESTE DR GOULD AVE END E AC 500 30 16,150 10-23-2024 70 Crack Sealing - AC 116 01 GENTRY ST 3RD ST PROSPECT AVE E PCC 302 28 8,456 10-21-2024 76 Crack Sealing - PCC 117 01 GOLDEN AVE 15TH ST 16TH ST E APC 558 28 15,624 10-23-2024 70 Crack Sealing - AC 122 01 GREENWICH VILLAGE HERMOSA AVE 27TH ST C AC 390 30 11,700 10-23-2024 67 Crack Sealing - AC 128 03 HERMOSA AVE 2ND ST 4TH ST A AC 541 36 19,476 10-16-2024 65 Crack Sealing - AC 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82 Crack Sealing - AC 128 35 HERMOSA AVE 6TH ST 4TH ST A AC 540 36 19,440 10-16-2024 61 Crack Sealing - AC 128 06 HERMOSA AVE 8TH ST 10TH ST A AC 539 36 19,404 10-16-2024 62 Crack Sealing - AC 128 24 HERMOSA AVE 27TH ST 26TH ST A AC 308 20 6,160 10-16-2024 70 Crack Sealing - AC 128 20 HERMOSA AVE 35TH ST 34TH ST A AC 223 20 4,460 10-16-2024 73 Crack Sealing - AC 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82 Crack Sealing - AC 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82 Crack Sealing - AC 128 38 HERMOSA AVE LYNDON ST HERONDO ST A AC 259 28 7,252 10-16-2024 68 Crack Sealing - AC 128 36 HERMOSA AVE 4TH ST 2ND ST A AC 541 36 19,476 10-16-2024 70 Crack Sealing - AC 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79 Crack Sealing - AC 128 34 HERMOSA AVE 8TH ST 6TH ST A AC 539 36 19,404 10-16-2024 70 Crack Sealing - AC 128 04 HERMOSA AVE 4TH ST 6TH ST A AC 540 36 19,440 10-16-2024 66 Crack Sealing - AC 130 01 HERMOSA VIEW DR END 30TH ST E AC 335 32 11,820 10-23-2024 64 Crack Sealing - AC 131 02 HERONDO ST MONTEREY BLVD VALLEY DR A AC 784 40 31,360 11-05-2024 64 Crack Sealing - AC 131 01 HERONDO ST HERMOSA AVE MONTEREY BLVD A AC 569 40 22,760 11-05-2024 63 Crack Sealing - AC 133 01 HILL ST END HILL ST E AC 56 21 1,176 11-05-2024 63 Crack Sealing - AC 133 02 HILL ST 2ND ST END E PCC 198 24 4,752 10-21-2024 67 Crack Sealing - PCC 135 03 HOLLOWELL AVE PROSPECT AVE 6TH ST E PCC 629 28 17,612 10-21-2024 65 Crack Sealing - PCC 139 05 INGLESIDE DR LONGFELLOW AVE FRANCISCO ST E AC 250 30 7,500 10-23-2024 70 Crack Sealing - AC 139 01 INGLESIDE DR 28TH ST 29TH ST E PCC 219 25 5,475 10-21-2024 66 Crack Sealing - PCC 144 03 LOMA DR 8TH ST 10TH ST E AC 540 25 13,500 10-17-2024 61 Crack Sealing - AC 144 06 LOMA DR 16TH ST END E AC 530 25 13,250 10-17-2024 67 Crack Sealing - AC 144 07 LOMA DR 19TH ST PARK AVE E AC 1,264 20 25,280 10-17-2024 65 Crack Sealing - AC 144 04 LOMA DR 10TH ST PIER AVE E AC 1,085 27 29,295 10-17-2024 61 Crack Sealing - AC 144 05 LOMA DR PIER AVE 16TH ST E AC 597 25 14,925 10-17-2024 68 Crack Sealing - AC 149 09 MANHATTAN AVE 16TH ST 19TH ST E AC 832 40 33,280 10-09-2024 63 Crack Sealing - AC 149 16 MANHATTAN AVE 29TH ST LONGFELLOW AVE C AC 598 30 17,940 10-09-2024 68 Crack Sealing - AC 149 11 MANHATTAN AVE CIRCLE DR MONTEREY BLVD C AC 712 40 28,480 10-09-2024 64 Crack Sealing - AC 149 08 MANHATTAN AVE 14TH ST 16TH ST C AC 539 40 21,560 10-09-2024 62 Crack Sealing - AC 149 10 MANHATTAN AVE 19TH ST CIRCLE DR C AC 352 40 14,080 10-09-2024 65 Crack Sealing - AC 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 76 Crack Sealing - AC 158 10 MONTEREY BLVD 19TH ST CIRCLE CT C AC 665 40 26,600 10-15-2024 67 Crack Sealing - AC 158 09 MONTEREY BLVD 16TH ST 19TH ST C AC 845 40 33,800 10-15-2024 63 Crack Sealing - AC 158 08 MONTEREY BLVD PIER AVE 16TH ST C AC 663 40 26,520 10-15-2024 64 Crack Sealing - AC 158 02 MONTEREY BLVD 2ND ST 4TH ST C AC 540 40 21,600 10-11-2024 65 Crack Sealing - AC 158 01 MONTEREY BLVD HERONDO ST 2ND ST C AC 820 40 32,800 10-11-2024 67 Crack Sealing - AC 158 04 MONTEREY BLVD 6TH ST 8TH ST C AC 540 38 20,520 10-11-2024 63 Crack Sealing - AC 158 06 MONTEREY BLVD 10TH ST 11TH ST C AC 510 36 18,360 10-15-2024 69 Crack Sealing - AC

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Replacement Structure Concept

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Valley Park 5-12 year old Structure
Existing Structure Repairs and Installation of Integrated Shade Sail Concept plan

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2- 5 year old playstructure replacement concept drawing

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1315 Valley Drive, Hermosa Beach, CA 90254 | hermosabeach.gov | HermosaBeachCity HermosaBchCity

Date: April 16, 2025
To: Honorable Mayor and City Council
From: Joe SanClemente, PE, AICP, Public Works Director
John Oskoui, PE, Interim City Engineer
Doug Krauss, Environmental Programs Manager
Cc: Suja Lowenthal, City Manager
Subject: Lot D Summary and Options for Consideration
Executive Summary:

The Fiscal Year 2024–2025 Capital Improvement Program (CIP) includes CIP 682 Parking Lot D Improvements to fully reconstruct the existing surface lot, while also incorporating storm water infiltration and other environmentally sustainable design elements, landscape and beautification, and bringing the lot up to current accessibility requirements. At its November 12, 2025 meeting, City Council directed staff to immediately reject all bids and place the project on hold until the 2025-2026 budget discussions are held. As the project is still programmed on the CIP and funded through two separate grant agreements, staff is seeking direction from City Council on how to best proceed with the project based on the available options outlined in this report.

Background:

The subject project was first conceived in 2017 to not only reconstruct Parking Lot D, located at the southwestern corner of Manhattan Avenue and 14th Street, but also to showcase a range of environmentally sustainable design elements. The design phase was completed in August of 2024.

The current project, as fully designed, includes increasing parking supply from 19 parking spaces to 22, including a combination of 13 standard stalls, 4 compact stalls, 2 electric vehicle (EV) charging stations, 1 Americans with Disabilities Act (ADA) stall, and 2 Neighborhood Electric Vehicle (NEV) “golf cart” stalls. The project also includes a parking pay station, a covered parking space with solar panels, stormwater infiltration system, native vegetation, ADA ramp from the parking lot onto Manhattan Avenue, new lighting, landscaping, and a covered trash enclosure.

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At the FY 2024–2025 Capital Improvement Program (CIP) study session held on April 28, 2024, City Council provided staff with direction to pause the current project to obtain information regarding the costs and feasibility of constructing a parking structure in place of the currently scoped project.

At its Special Meeting of June 4, 2024, after a careful review of the feasibility, cost, and other relevant factors such as additional time required to complete the design phase of a parking structure, and potential loss of grant funds, City Council decided to forgo the alternative option of building a parking structure in lieu of the previously envisioned surface parking lot and directed staff to continue with the effort to finalize the design phase of the project and proceed with the construction phase as quickly as possible.

Per Hermosa Beach Municipal Code Section 17.58.020, “the use of land, and erection, construction or location of buildings or structures in any zone shall require submittal of plans for Planning Commission’s review.” At its meeting of August 20, 2024, the Planning Commission held a public hearing on Precise Development Plan (PDP) 24-10 for the Parking Lot D project. After reviewing public input and staff recommendations, the Commission determined the project met the required findings for PDP approval. The Commission adopted Resolution No. 24-16, approving the project, subject to conditions of approval.

At its September 10, 2024 meeting, and subsequent to the Planning Commission’s approval of the project’s PDP, City Council expressed concerns with certain aspects of the project and voted to initiate a de novo hearing to review the Planning Commission approval of a Precise Development Plan (PDP 24-10). At its October 8, 2024 meeting, City Council reviewed the aforementioned plan, and after deliberation, adopted Resolution No. 24-7458 approving the Precise Development Plan.

Construction Advertisement and Consideration of Award
On October 08, 2024, the City issued Notice Inviting Bids 24-007 inviting experienced contractors to submit a bid for the project. The project was advertised for formal competitive bids in the local newspaper, on the City’s electronic bidding platform Planet Bids, and in relevant construction trade journals.

On October 29, 2024, the City received only one bid for the project in the amount of $1,780,578, submitted by CSI Services, which was significantly higher than the design engineer’s construction cost estimate of $1,450,000. The budget for the project in the FY 2024-25 CIP is $1,815,838 and would not have been sufficient to cover the cost of construction submitted by CSI Services with the addition of necessary construction contingency, the cost of construction management, inspection services and material testing estimated at $250,000.

After a detailed analysis of the bid submitted by CSI services, it was determined that some of the 143 bid line items were unreasonably high and did not reflect the current public works construction bid environment at that time. Staff also contacted 11 of the contractors who had participated in the bid process, but that failed to submit a bid, to understand the

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reasons for their lack of participation. Most of the contractors indicated that they were not able to submit a bid due to their current heavy backlog of work and not having adequate resources to take on additional projects. Several of the contractors also indicated that they were deterred from bidding on the project because they needed more time to prepare a bid for the solar components.

At the November 12, 2025 City Council meeting, staff recommended rejection of the single bid received and authorization for staff to readvertise the project. Council directed staff to immediately reject all bids and place the project on hold until the 2025-2026 budget discussions are held.

Coastal Commission Permit
The Project is also subject to California Coastal Commission review and approval for a Coastal Development Permit. The application to Coastal Commission required approval by the City’s Community Development Department following the PDP approval. The application is currently under review by the Coastal Commission to determine completeness. Coastal Commission has since requested additional information from the City to complete the application. This information includes updates on the parking meter rates that were changed as part of a separate Coastal Commission permit that is still under review as well as other clarifications on design elements in the project. Once deemed complete, and assuming no further information is requested that would trigger an additional review period, the Coastal Commission has up to 180 days to either approve or disapprove the project. While staff has been in close coordination with Coastal Commission staff and does not believe that the review and approval would require the full duration, Coastal Commission staff cannot provide a more definitive estimate for the completion of the review and approval process which would need to be completed before construction commences on the project.

Project Funding
The FY 2024–25 CIP reflects a total project budget of $1,815,838, which includes $433,650 in grant funds from the Coastal Conservancy (Conservancy), $423,950 in grant funds from the Safe Clean Water (SCW, formerly Measure W) regional program, $200,000 of local return SCW funds, and $758,238 from the City’s Storm Drain fund.

Through multiple conversations with the Coastal Conservancy throughout 2024, City staff understood that, due to budget issues, the $433,650 grant for the project could not be extended and would therefore lapse on February 28, 2025. However, on November 6, 2024, Coastal Conservancy staff informed the City that they were able to successfully reappropriate the funding source and that the previous funding deadline of February 28, 2025 would now be extended through December 31, 2028. Staff submitted a formal request to extend the funding on November 6, 2024 and received confirmation on November 8, 2024 that the extension request was approved. The Coastal Conservancy has since processed the extension through a revised grant agreement with the City.

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The Safe Clean Water grant funding has a deadline of June 2026 to be expended, but does include the possibility of being extended subject to formal request to the program’s governing board at its discretion.

Any modifications to the project scope or cost, including reductions ins scope of work , would also require submittal of a grant modification request to both agencies for consideration and approval by their respective boards. Reductions in scope may also result in a commensurate reduction in grant funding Significant modifications to the project that materially alter the scope of work may result in loss of current grant funds and require submittal of a new grant request to both agencies for consideration and approval, and subject to availability of funding at that time.

The local return Measure W funds are restricted and the City Storm Drain Funds are a committed funding source for use on stormwater-related projects. There are currently no non-storm water related funds tied to the project.

Past Board, Commission, and Council Actions
Meeting Date Description
March 27, 2018 City Council approved a resolution authorizing staff to submit a grant application to the California Climate
Investments Urban Greening Program.

May 16, 2018 Public Works Commission reviewed the preliminary design plans for the Lot D Improvement project and provided
feedback.

July 13, 2021 City Council approved a resolution authorizing acceptance of grant funding from the Coastal Conservancy.

January 10, 2023 Two Councilmembers supported returning to City Council with an item updating Council on the status of the Parking Lot D Improvement Project to facilitate a discussion
regarding the project and possible project alternatives.

February 27, 2023 A motion was made by Councilmember Detoy, seconded by Mayor Pro Tempore Massey to receive the update on the
Parking Lot D project and Conceptual Rendering. The
motion carried by a 5–0 vote.

March 28, 2023 Approved a Resolution approving Safe Clean Water program grant funds for the project

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Meeting Date Description
April 18, 2024 2024 Fiscal Year 2024–2025 Capital Improvement Program Study Session. Council directed staff to pause on current Lot D Project.

June 4, 2024 Update on project next steps
August 20, 2024 Planning Commission approved the Precise Development Plan for the project.

September 10, 2024 Requested an item be brought before Council to review the Planning Commission’s approval of the project’s Precise Development Plan approval
October 8, 2024 City Council held a de novo hearing to review the Planning Commission’s approval and adopted Resolution No. 24-
7458 approving the Precise Development Plan.

November 12, 2024 A motion was made by Mayor Pro Tem Seamann, seconded by Councilmember Detoy immediately reject all
bids and place the project on hold until the 2025-2026
budget discussions are held. The motion carried by a 3–2 vote.

Analysis:

Parking Lot D has several deferred maintenance, accessibility, and aesthetic issues that will require attention in the near future that this CIP was intended to address. Any significant resurfacing of the lot would trigger compliance with current accessibility requirements including the construction of the switchback ramp providing access to Manhattan Avenue, as well as bringing the existing driveway apron and adjacent curb ramps into compliance.

Construction of the ramp would also address the issue of the existing wooden retaining wall that is in poor condition and in need of replacement. In addition, the existing irrigation system is not operable, and the landscaping is in poor condition.

Staff recommends City Council consider the following options for the Project and direct staff on how to proceed:

1. Readvertise the project as currently designed. In response to bidder comments and concerns, staff would simplify the bid items and advertise for a longer duration to allow more time for bidders to obtain quotes for various items of work including photovoltaic parts, in hopes of yielding a more competitive bid. Readvertisement of the project would follow successful completion of the Coastal Commission permit

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process. Council would then have the ability to make a decision on whether to proceed with the project at time of contract award. With implementation of this option, the City would benefit from utilizing the $857,600 to offset the overall cost of the project.

2. Revise the project design and readvertise to reduce the scope of work and the overall project cost. Reduction in scope could include eliminating elements such as the carport and photovoltaic system and analyzing other opportunities for value engineering of some elements of the project such as the retaining walls and stormwater capture devices.

To advance this option, staff would need to confirm that by eliminating the photovoltaic system, and any other changes, the City would still qualify to receive the full grant amounts from the two funding agencies, which would require staff to submit a grant modification request and be subject to their respective board approvals. It is anticipated that this process would take several months to complete and that the agencies may reduce the grant amounts commensurate with the reduction in scope.

If confirmed that the funding would remain available, staff would then re-engage the design engineer to revise the plans at an additional cost of approximately $30,000 to complete revisions to the plans and construction documents, which would take at least three (3) months to complete, and then readvertise the project for bids.

Readvertisement of the project would occur following completion of the design modifications and Coastal Commission permit process. Council would then have the ability to make a decision on whether to proceed with the project at time of contract award.

3. Defund the current project and direct staff to bring forward a revised project in a future budget cycle with accessibility components, but sustainability elements removed. This option would substantially reduce the scope of the current design by eliminating installation of the carport and photovoltaic system and stormwater infiltration and other environmentally sustainable design elements. The project scope would only include resurfacing and construction of the accessible ramp to provide access from Manhattan Avenue and satisfy accessibility requirements. This option is not in alignment with the City’s Low Impact Development requirements for stormwater capture and would no longer be able to utilize any of the current grant or local funding sources that are tied to stormwater and would need to find another funding source to be considered as part of a future budget cycle. This effort would require a redesign which would also require

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additional staff time to oversee the revised effort and would need to be reprioritized against the delivery of other programmed or future CIPs. A rough order of magnitude cost estimate for this option is $800,000 to 900,000 including design and construction and would require returning to City Council at a future date to identify non-stormwater funding sources, and staff capacity to advance redesign to advance the project.

4. Defund the current project and direct staff to bring forward a revised project in a future budget cycle with a greatly reduced scope of work. This option would replace the current project with a significantly reduced scope of work to be limited to only include grind and overlay of the existing parking lot pavement, restriping, fence replacement, installing new irrigation and landscape, and repairing damaged retaining wall. This option is not in alignment with the City’s Low Impact Development requirements for stormwater capture and would not address accessibility issues at this public lot, requiring the parking to remain on the City’s transition plan.

The project would also no longer be able to utilize any of the current grant or local funding sources that are tied to stormwater and would need to find another funding source to be considered as part of a future budget cycle. This effort would require a redesign which would also require additional staff time to oversee the revised effort and would need to be reprioritized against the delivery of other programmed or future CIPs. A very rough order of magnitude cost estimate for this work is anticipated to be approximately $355,000 including design and construction.

5. Defund the current project and direct staff to bring forward a revised project in a future budget cycle with parking structure. This option would include a twolevel parking structure with separate access to each level from Palm Drive and Manhattan Avenue. A parking structure at this location could potentially yield a total capacity of 38 spaces consisting of 21 standard stalls, 7 compact stalls, 6 EV charging stations, and 4 ADA stalls.

As this project would be a completely new scope of work versus the current project, the City would have to forgo current grant funding agreements and identify another funding source as part of a future budget cycle. The project would require preliminary design to determine what level of sustainability elements could potentially be included to help increase the project’s chances to qualify for grant funding as grant funding generally does not cover the costs for parking structures alone.

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1315 Valley Drive, Hermosa Beach, CA 90254 | hermosabeach.gov | HermosaBeachCity HermosaBchCity

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This effort would require a new design which would also require additional staff time to oversee the new effort and would have to be reprioritized against the delivery of other programmed or future CIPs. The project would also require input from the adjacent neighborhood and review and approval by Planning Commission and the Coastal Commission. A very rough order of magnitude cost estimate for this work is anticipated to be approximately $3,600,000 including permitting, design, construction, and construction inspection services.

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14TH ST. MANHATTAN AVE NO PARKING NEV PARKING ONLY NEV PARKING ONLY PARKING ONLY PARKING ONLY STOP EV EV NO PARKING X X
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STOP STOP COMPACT COMPACT COMPACT COMPACT COMPACT
X X
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20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
C I T
Y
O F

H E R M O S A
B
E
A
C

H , C A
1 9 0 7
N

CONSTRUCTION LEGEND
1 WASTE RECEPTACLE- REFER TO DETAIL C, SHEET L2
2 BICYCLE RACK REFER TO DETAIL A, SHEET L2

CONCRETE PEBBLE SEATING- REFER TO DETAIL B AND D ON
SHEET L2
3 4 TREE GRATE- REFER TO CIVIL PLANS
5 RIVER COBBLE ROCK- REFER TO DETAIL C, SHEET L9

CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE

INSTALLATION OF ALL IMPROVEMENTS AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.

CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID AND PRIOR TO COMMENCING INSTALLATION. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

COSTS INCURRED DUE TO REPAIR, RESTORATION, OR REPLACEMENT OF EXISTING IMPROVEMENTS WHICH ARE DESIGNATED "TO BE PROTECTED" OR "TO REMAIN" WHICH

ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL MATERIALS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MATTER.

HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER GEOTECHNICAL SOILS REPORT. IF SUCH REPORT IS UNAVAILABLE, CONTRACTOR SHALL DISCUSS PLACEMENT ON SUITABLE GRADE WITH THE ENGINEER.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER,

WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ASSUME SOLE

RESPONSIBILITY FOR ANY COST INCURRED FOR REPAIR, RESTORATION, OR

REPLACEMENT OF AFOREMENTIONED UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.

ABANDONED PIPES SHALL BE CAPPED OR PLUGGED IN A MANNER APPROVED BY THE ENGINEER.

CONCRETE INDICATED FOR SAWCUTTING AND REMOVAL SHALL BE CUT TO A TRUE LINE WITH NEATLY SAWED EDGES. IF A SAWCUT IS WITHIN THREE FEET (3') OF AN EXISTING

EXPANSION OR CONTROL JOINT, CONCRETE SHALL BE REMOVED TO THAT NEAREST JOINT.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MANUFACTURER'S CUT OR DATA SHEETS FOR APPROVAL PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL

FURNISH TO THE ENGINEER A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS.

UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, MATERIALS TO BE PURCHASED AND FURNISHED BY THE CONTRACTOR SHALL BE NEW. ALL PRODUCTS SHALL BE CONSIDERED ON AN APPROVED EQUAL BASIS.

PROJECT GEOTECHNICAL REPORT OR RECOMMENDATIONS BY A STRUCTURAL

ENGINEER SHALL TAKE PRECEDENCE FOR ALL SOIL CONDITIONS, MATERIALS, REINFORCEMENT, DIMENSIONS, AND SUBBASE.

CONSTRUCTION PLAN NOTES
NOTES
1 REFER TO SHEET L2 AND L9 FOR THE CONSTRUCTION DETAILS

REFER TO CIVIL PLANS FOR DEMOLITION, DRAINAGE,

CONCRETE PAVING, PAVERS, TREE GATES, WALLS,

STRUCTURAL DETAILS, GRADING, SIGNAGE, STRIPING,
EROSION & HORIZONTAL CONTROL PLANS.
2 6 BOULDER INSTALLATION- REFER TO DETAIL D, SHEET L9
7 HANDRAIL/GUARDRAIL- REFER TO CIVIL PLANS
8 ASPHALT CONCRETE PAVING- REFER TO CIVIL PLANS
9 PAVERS- REFER TO CIVIL PLANS
TYP.

TYP.
3 A
3 B
9 TYP.
9 2
1 TYP.
9 TYP.
9 4
7 8
10 2
TYP.
7 2
BOULDER LAYOUT ENLARGEMENT 1/4"=1'

BOULDER LEGEND
LANDSCAPE BOULDERS AVAILABLE FROM: SOUTHWEST BOULDER
INSTALL PER DETAIL D, SHEET L9. FINAL LOCATION OF BOULDERS TO BE APPROVED BY CITY AUTHORIZED REPRESENTATIVE.

B1
B2
B3
5'X5' BOULDERS
2'X2' BOULDERS
3'X3' BOULDERS
B2
B3
B1
B1
B1
B2
B3
B3
B3
B2
B2 B2
B3
B2
B3
B2
B2
B2

REFER TO BOULDER

ENLARGEMENT
LAYOUT
5 4
4 5 5
10 RIVER COBBLE ROCK AT BIOSWALE- REFER TO DETAIL E, SHEET L9 6 TYP.
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20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1

BIKE RACK
SCALE: NTS

BOTTOM VIEW TOP VIEW
NOTES:

1. BIKE RACK AVAILABLE FROM

FORMS & SURFACES,
(800)451-0410. MODEL: SKTRO.

COLOR: ARGENTO

2. ALL BIKE RACKS SHALL BE

INSTALLED PER

MANUFACTURER'S DETAILS
AND SPECIFICATIONS.

3. BIKE RACKS SHALL BE BOLTED

TO FINISH SURFACE W/
STAINLESS STEEL BOLTS.

BIKE RACK SURFACE MOUNTED PER

MANUFACTURER'S SPECIFICATIONS

AND DETAILS
1 2 STAINLESS STEEL ANCHOR BOLTS,

REFER TO MANUFACTURER'S

SPECIFICATIONS AND DETAILS
3 FINISH SURFACE, REFER TO

CONSTRUCTION PLAN
3 1
2 1
2 SEATING-B
SCALE: NTS
NOTES:

1. COLOR / TEXTURE:

NATURAL COLOR / HONED.

2. PRODUCT#: Q-PEBBLE3625.

3. SEATING AVAILABLE AT
QCP (866) 703-3434.

RECEPTACLE
WASTE
SCALE: NTS
NOTES:

1. WASTE RECEPTACLE SHALL BE
NATURAL CONCRETE COLOR.

2. WASTE RECEPTACLE SHALL BE
HONED CONCRETE TEXTURE.

3. ALL EDGES TO BE EASED.

4. LID MATERIAL SHALL BE STEEL.

5. LID COLOR SHALL BE GRAY.

6. STAINLESS STEEL BOLTS SHALL BE
USED.

7. PRODUCT#:QS-ELEV2436W-Z22

8. WASTE RECEPTACLE AVAILABLE AT
QCP (866) 703-3434.

SEATING-A
SCALE: NTS
X X
X
NOTES:

1. COLOR / TEXTURE: NATURAL
COLOR / HONED.

2. PRODUCT#: Q-PEBBLE4228.

3. SEATING AVAILABLE AT QCP (866)
703-3434.

X X
X
X X
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14TH ST. MANHATTAN AVE NO PARKING NEV PARKING ONLY NEV PARKING ONLY PARKING ONLY PARKING ONLY STOP EV EV NO PARKING X X
X
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STOP STOP COMPACT COMPACT COMPACT COMPACT COMPACT
X X
E C
W
B F V
20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
C I T
Y
O F

H E R M O S A
B E
A
C

H , C A
1 9 0 7
N
NOTES
REFER TO SHEET L-4 FOR IRRIGATION LEGEND AND
NOTES. L-5, L-6 & L-7 FOR DETAILS .

1. EXISTING WATER METER SHALL REMAIN
& BE PROTECTED IN PLACE. INSTALL

NEW BACKFLOW PREVENTER, MASTER
VALVE & FLOW SENSOR.

CONTROLLER ASSEMBLY LOCATION NOTES:

1. CONTROLLER LOCATION SHOWN ON THESE DRAWINGS IS APPROXIMATE.

THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER

LOCATION FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE

CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL

CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE ENGINEER. MINOR

MODIFICATIONS OF CONTROLLER REQUESTED BY THE ENGINEER SHALL

BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN ENGINEER'S APPROVAL PRIOR TO THE

INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE ENGINEER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE CITY.

VALVE LOCATION NOTES:

1. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THESE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE

OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE

LOCATION FOR REVIEW AND APPROVAL BY ENGINEER PRIOR TO
INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING

FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY ENGINEER. MINOR MODIFICATIONS OF ELECTRIC

CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY

THE ENGINEER SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN ENGINEER'S

APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE

CONTRACTOR TO MAKE ENGINEER DIRECTED REVISIONS AT NO
ADDITIONAL COST TO THE CITY. IN GENERAL UNLESS OTHERWISE

DIRECTED BY ENGINEER, ALL VALVES SHALL BE INSTALLED THREE FEET

FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING
AREAS.

IRRIGATION SLEEVES NOTES:

1. IRRIGATION SLEEVES SHOWN WITHIN MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. ALL SLEEVES TO BE MINIMUM 2x DIAMETER OF PIPE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING OR AS NECESSARY TO ACCESS. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AS SHOWN AND AS DIRECTED BY ENGINEER.

BACKFLOW PREVENTER LOCATION NOTES:

1. BACKFLOW PREVENTER LOCATION SHOWN ON THESE DRAWINGS IS APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT THE BACKFLOW

PREVENTER, AND IRRIGATION APPURTENANCE LOCATION FOR REVIEW

AND APPROVAL BY ENGINEER PRIOR TO INSTALLATION OF THIS
EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW

PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE
DETERMINED BY THE ENGINEER. MODIFICATIONS OF THE BACKFLOW

PREVENTER AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY

THE ENGINEER SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN ENGINEER'S

APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE
CONTRACTOR TO MAKE ENGINEER DIRECTED REVISION AT NO CHARGE.

VALVE IDENTIFICATION

VALVE STATION

CONTROLLER

VALVE SIZE HYDROZONE

9.2 3/4"
1-A
VALVE G.P.M.

DESIGNATION
NUMBER
1-4 WIRES
11-20 WIRES
21-30 WIRES
31-40 WIRES
41-60 WIRES
100+ WIRES
61-99 WIRES
5-10 WIRES
10" SLEEVE
1 1/4" SLEEVE
2" SLEEVE
2 1/2" SLEEVE
3" SLEEVE
4" SLEEVE
6" SLEEVE
8" SLEEVE
1 1/2" SLEEVE
N/A 6" PIPE
1/2" PIPE
1 1/4" PIPE
1" PIPE
2 1/2"/3" PIPE
1 1/2" PIPE
4" PIPE
2" PIPE
3/4" PIPE
SCH 40 PVC SLEEVING CHART
LOW WATER USE LANDSCAPE AREA: 517 S.F.

MEDIUM WATER USE LANDSCAPE AREA: 128 S.F.

HIGH WATER USE LANDSCAPE AREA: 009 S.F.

TOTAL WATER USE LANDSCAPE AREA 654 S.F.

LANDSCAPE QUANTITES

DRIP IRRIGATION NOTES

1. PLANS ARE DIAGRAMMATIC. INSTALL DRIPLINE AND COMPONENTS PER MANUFACTURERS INSTRUCTIONS AND INSTALLATION DETAILS.

2. INSTALL DRIPLINE A MAXIMUM OF 12” APART WITH EMITTERS TRIANGULARLY SPACED.

INSTALL 2” FROM PERIMETER OF PLANTED AREA. THERE SHOULD BE A MINIMUM OF TWO DRIPLINE LATERALS IN EACH PLANTED AREA. DRIPLINE SHALL BE INSTALLED AT A CONSISTANT DEPTH THROUGHOUT THE CIRCUIT.

3. PLACE AIR/VACUUM RELIEF VALVES AT THE HIGHEST POINTS OF EACH ZONE AND JUST BELOW CHECK VALVES ON SLOPES. INSTALL ONE AIR/VACUUM RELIEF VALVE FOR EVERY 585’ OF TOTAL DRIPLINE PER ZONE.

4. PLACE FLUSH VALVES AT THE HYDRAULIC CENTER OF THE EXHAUST HEADER OR AT LOW POINT ON SLOPES.

5. INSTALL IN-LINE CHECK VALVES ON SLOPES GREATER THAN 3% AND WHERE LOW-LINE DRAINAGE COULD CAUSE WET AREAS IN THE LOWEST AREAS OF AN IRRIGATION ZONE.

CHECK VALVES SHALL BE PLACED EVERY 4-5 FEET BETWEEN DRIPLINE LATERALS AND BEFORE THE FLUSH VALVE.

6. ON ALL SLOPES, PLACE THE DRIPLINE LATERALS PARALLEL TO THE SLOPE CONTOUR WHERE POSSIBLE. INCREASE THE LATERAL SPACING BY 25% ON THE LOWER ONE-THIRD OF THE SLOPE TO AVOID EXCESS DRAINAGE.

7. PVC SUPPLY AND FLUSH LINE SIZING GUIDE (ALL SUPPLY AND FLUSH LINES SHALL BE THE SAME SIZE FOR THE ENTIRE ZONE): • 0-8 GPM – 3/4” • 8.1-15 GPM – 1” • 15.1-25 GPM – 1 1/4”

8. FITTINGS SHALL BE OF THE SAME MANUFACTURER AS DRIPLINE.

9. THOROUGHLY FLUSH EACH INSTALLATION SEGMENT TO ENSURE NO DEBRIS CONTAMINATION OCCURS.

2. REFER TO THIS SHEET FOR IRRIGATION CALCULATIONS.

POINT OF CONNECTION (1) SHALL BE DOWNSTREAM OF AN EXISTING 2" DOMESTIC WATER METER.

VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. INSTALL & TEST A 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER STATE & LOCAL PLUMBING CODES. INSTALL 1-1/2" MASTER CONTROL VALVE. IF ANY OF THE POC INFORMATION

SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FAIL

TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

STATIC WATER PRESSURE:

DESIGN WATER PRESSURE:

MAXIMUM SYSTEM DEMAND:

RESIDUAL WATER PRESSURE:

SET MASTER VALVE PRESSURE REGULATOR TO:

PRESSURE LOSS CALCULATIONS ARE FOR LIMITS OF WORK SHOWN ON THESE PLANS ONLY AND DO NOT INCLUDE CALCULATIONS FOR EXISTING SYSTEMS OUTSIDE CURRENT LIMITS OF WORK.

40.0 PSI (VERIFY WITH CITY)

20.0 PSI

20.0 GPM

00.7 GPM
N.A.

3. REFER TO SHEET L-7 FOR WATER SCUPPER.

NOTE:

CONTRACTOR TO INSTALL NEW

LATERAL LINE IN NEW SLEEVE UP CMU

WALL AND FASTEN WITH STAINLESS
STEEL STRAPS. CORE THRU NEW CMU

WALL UNDER PROPOSED NEW SIDE

WALK AND INSTALL SLEEVE TO NEW
TREE AREA. DURING INSTALLATION CITY

REPRESENTATIVE IS TO VERIFY

CONNECTION AND ALSO TO VERIFY A
PASSING PRESSURE TEST SET TO 100

PSI BEFORE THE POURING OF THE
CONCRETE SIDEWALK.

A2
1"

3.6 SHRUB
DRIP
A1
1"

6.0 TREE

BUBBLER
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20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION DETAIL
GPM PSI RADIUS P/R (TRI.)
.50 (1.0 TOTAL)
NETAFIN MODEL TLO50MFV-1 1/2" BALL VALVE FOR FLUSHING. INSTALL IN VALVE BOX PER DETAIL TORO MODEL T-YD-500-34 AIR RELEASE VALVE. INSTALL IN VALVE BOX PER DETAIL RAIN BIRD 44NP 3/4" QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL INSIDE A 10" ROUND VALVE BOX.

RAIN BIRD PESB-R (RCV) PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 1/2" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A AMIAD COMPACT SERIES 1" (FILTER) DISC FILTER AND A SENNINGER 1" PMR-40-MF PRESSURE REGULATOR. FOR 1 1/2" DRCV'S INSTALL A AMIAD 1 1/2" COMPACT SERIES (FILTER) DISC FILTER AND A SENNINGER 1 1/4" PMR-40-HF PRESSURE REGULATOR. USE A 1 1/2" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE 1" DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. INSTALL THE 1 1/2" DRCV ASSEMBLY INSIDE A SUPER JUMBO RECTANGULAR VALVE BOX.

RAIN BIRD PESB-R (RCV) PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 1/2" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A SENNINGER 1" PMR-40-MF PRESSURE REGULATOR. FOR 1 1/2" DRCV'S INSTALL A SENNINGER 1 1/4" PMR-40-HF PRESSURE REGULATOR. USE A 1 1/2" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE 1" DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX.

INSTALL THE 1 1/2" DRCV ASSEMBLY INSIDE A SUPER JUMBO RECTANGULAR VALVE BOX.

POINT OF CONNECTION AT EXISTING METER LOCATIONS PER PLANS. FOR REFERENCE ONLY. VERIFY SIZE & LOCATION IN FIELD PRIOR TO START OF WORK. SEE PLAN NOTES FOR ADDITIONAL INFORMATION.

N/A
NIBCO MODEL 759LF BRASS BALL VALVE INSTALLED IN VALVE BOX WITH LABELED BV AND TAGGED.

N/A 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 3M

NO SYMBOL AS APPROVED

NO SYMBOL
ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE WELD-ON 711 PVC INDUSTRIAL GRADE CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE WELD-ON 711 PVC INDUSTRIAL GRADE CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS.

DBR/Y-6 DIRECT BURIAL (I.L. APPROVED) WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS CARSON MODEL 910 ROUND SPLICE BOX FOR LOW VOLTAGE CONTROL WIRE.

CARSON
N/A FLOW SENSOR 1" SCHEDULE 40 PVC ELECTRICAL CONDUIT
NO SYMBOL VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT.

PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. ALL MAINLINE SLEEVES ARE TO BE CONSIDERED EXISTING VERIFY LOCATION IN FIELD. INSTALL MAINLINE SLEEVES 18" AWAY FROM EACH SIDE OF QUICK COUPLER VALVE.

AS APPROVED

AS APPROVED
RAIN BIRD 30 NA NA L5, J
DX3 CONTROLLER 120V CONTROLLER WITHIN NEW ELECTRICAL SERVICE AND CONTROLLER COMBINATION . INSTALL MINIMUM 14 GAGE FLOW SENSOR COMMUNICATION WIRES IN SCHEDULE 80 ELECTRICAL CONDUIT. SEE PLANS FOR ADDITIONAL INFORMATION. INSTALL WITH RAIN SENSOR RS500 AND RGVRSS.

RAINMASTER L5, G

RAIN BIRD
PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS.

RAIN BIRD

NO SYMBOL

NO SYMBOL
XFS-CV-06-12 SUBSURFACE DRIP TUBING (COPPER EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C.

SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER CHIP TECHNOLOGY TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE ACTUAL SPACING REQUIREMENTS ABOVE AND IN DETAILS.

CONNECTION BETWEEN XFS DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING XF DRIP LINE BARBED FITTINGS, SCH. 40 PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC THREADED 90° ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A XFF-MA-050 17mm BARB X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) XFF-MA-050 17mm BARB X 1/2" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684.

XF SERIES 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). ALL BARBED DRIP TUBING FITTINGS SHALL BE INSTALLED USING A FITINS-TOOL FOR PROPER INSERTION OF THE FITTING INTO THE TUBING. NO HEATING OF TUBING SHALL BE ALLOWED.

AS APPROVED
N/A
N/A
L5, B
L6, C
L6, L
L5, F,H,K
L6, A
L7, B
L6, A,J,K
L6, K
N/A
N/A
L5, H
L5, K
N/A
V GRISWOLD MODEL 2000 1-1/2" NORMALLY CLOSED BRONZE MASTER VALVE OR APPROVED EQUAL. INSTALL THE MASTER VALVE INSIDE A JUMBO RECTANGULAR VALVE BOX.

F DATA INDUSTRIAL BRONZE TEE, NYLON IMPELLER TYPE FLOW SENSOR MODEL OR APPROVED EQUAL. WIRE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATIONS.

L5, C
L5, D
L7, A
L6, I
L6, A,B,C,D,E,

F,G,H,I,J,K
L5, H,K
B WILKINS MODEL 975XL 1-1/2" REDUCED PRESSURE ZONE BACKFLOW PREVENTER SEE PLANS FOR ADDITIONAL INFORMATION. INSTALL WITHIN STAINLESS STEEL ENCLOSURE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NO SYMBOL

AS APPROVED

WATER EFFICIENT LANDSCAPE WORKSHEET A
AS APPROVED FOR REFERENCE ONLY. NEW PRESSURE MAINLINE FROM CISTERN . VERIFY SIZE AND LOCATION ON CIVIL PLANS PRIOR TO START OF WORK. N.A.

L5, A
L6, A,B,C,D,E,

F,G,H,I,J,K
L7, B
L5, A,B,C,D,F
L6, A,B,C,D,E,F,
L7, A
L5, F,J

G,H,I,J,K,L
RWS-B-C-1402 ROOT WATERING SYSTEM W/ FABRIC SLEEVE. INSTALL 2 PER TREE, 0.5 GPM PER EACH BUBBLER, 1.0 GPM PER TREE PVC PIPE - 1-1/2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE.

SCH. 40 PVC SWING CHECK VALVE FITTINGS. USED ON SLOPE TO RETAIN WATER. SWING CHECK VALVES ARE DESIGNED FOR HORIZONTAL INSTALLATIONS, BUT MAY BE INSTALLED IN AN UP-FLOW ONLY VERTICAL POSITION. CHECK VALVES MUST BE INSTALLED WITH THE VALVE'S FLOW ARROW POINTING IN THE DIRECTION OF THE FLOW. DO NOT INSTALL VALVE UPSIDE DOWN. FLOW VELOCITY SHOULD NOT EXCEED 5 FT./SEC. MINIMUM OPENING PRESSURE LESS THAN 0.5 PSI. USE SPEARS, NDS OR EQUAL.

NO SYMBOL MATCO/NORCA
NO SYMBOL PAIGE ELECTRIC THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND LOCKING VALVE BOX.

NO SYMBOL CHRIST'S ALL THREADED FITTINGS TO BE RAPPED WITH CORRECT AMOUNT OF TEFLON TAPE.1/2" PTFE THREAD SEAL TAPE COMPLIANT WITH FEDERAL SPECIFICATION T-27730A.

NO SYMBOL CHRIST'S FOR DOMESTIC SYSTEMS - INSTALL 3" WIDE BLUE I- POTABLE WATER DETECTABLE UNDERGROUND TRENCH MARKING TAPE SHALL BE RUN WITH ALL MAINLINE RUNS AND MUST BE INSTALLED AT LEAST 6" ABOVE TOP OF PIPE.

N/A
N/A
N/A
N/A
PVC PIPE 3/4" - 1 1/2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE. 10/03/2024

Page 193 of 291 ends

20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1

REMOTE CONTROL VALVE ASSEMBLY
SCALE: 1"=1'-0"
NOTES:

1. FINISH GRADE: 2" BELOW FINISHED SURFACE ADJACENT TO NON-TURF AREAS.

PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.

LABEL "RCV" AND CONTROL STATION NUMBER ONTO LID
1 2 FINISH SURFACE - 2"
3 24" WIRE LOOPS WITH WATERPROOF WIRE CONNECTORS
SCH.80 PVC SLIP 90° ELL
4 SCH.40 PVC PIPE OR SCH.80 T.O.E. NIPPLE WITH D.I. SERVICE TEE 6 7 TAPE WIRES TO PIPE
SCH.80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL

AND GASKET MAINLINE PIPER
5 8 SCH.40 PVC PIPE, SIZE PER RCV, TYP.

LANDSCAPE FABRIC TO COVER BOTTOM

AND ALL SIDES OF VALVE BOX
9 10 BRICK SUPPORTS (4 TOTAL)
LASCO #896 PVC UNION SLIP X
MIPT, SIZE PER RCV, TWO (2)

REQUIRED FOR ASSEMBLY
11 12 ELECTRIC REMOTE CONTROL VALVE
SPARE CONTROL WIRE LOOP 48"

LENGTH INTO EACH RCV BOX
13 14 3/4" CRUSHED GRAVEL, 2 CUBIC FEET
8 11
14 12
13 1 2
3 6
4 7
5 9
2 10
NOTES:

1. BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE.

2. INSTALL BOX AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX TO ALLOW FOR HANDLE MOVEMENT.

3. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH.

4. FINISH GRADE: 2" BELOW FINISHED SURFACE ADJACENT TO NON-TURF AREAS.

PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BRAND "BV" ONTO LID, 1 1/2"-2" HIGH LETTERING 1 BALL VALVE, REFER TO LEGEND FOR

SPECIFICATIONS
2 3 FINISH GRADE

PRESSURE SUPPLY LINE, DEPTH PER

SPECIFICATIONS
4 5 PVC MALE ADAPTER
6 BRASS UNION
7 BRICK SUPPORTS (4 TOTAL)
8 BRASS NIPPLE
3/4" WASHED CRUSHED GRAVEL, 2

CUBIC FEET
9 LANDSCAPE FABRIC TO COVER

BOTTOM AND ALL SIDES OF

VALVE BOX
10 BALL VALVE
SCALE: 1/2"=1'-0"
3 1 2 3
4 5
6 8 7
10 9

MASTER CONTROL VALVE
SCALE: 3/4"=1'-0"
2 1 2
4 5
6 7
8 9
10 11
12 13
3 NOTES:

1. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY.

2. FINISH GRADE: 2" BELOW FINISHED SURFACE ADJACENT TO NON-TURF AREAS.

PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. LABEL "MV" ONTO LID
1 2 FINISH GRADE
3 MASTER CONTROL VALVE
24" WIRE LOOPS WITH WATERPROOF

WIRE CONNECTORS
4 5 VALVE ID TAG
PVC SCH 40 FEMALE ADAPTER, 2

REQUIRED
6 PVC MAINLINE TO FLOW SENSOR,

PIPE PER SPECS
7 8 BRICK SUPPORTS (4 TOTAL)
9 BRASS UNION
10 BRASS NIPPLE TYP.
11 3/4" CRUSHED GRAVEL, 2 CUBIC FEET

LANDSCAPE FABRIC TO COVER BOTTOM

AND ALL SIDES OF VALVE BOX
12 PVC MAINLINE PIPE FROM BASKET

STRAINER PER SPECS
13 TYP. WIRE CONNECTION
SCALE: NTS
NOTES:

1. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL.

2. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR TWO (2) #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. 1 LOW VOLTAGE WIRES, THREE (3) MAXIMUM

WIRES PASS THROUGH GROOVES IN TUBE LID TO

ALLOW LID TO CLOSE
2 3 CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE
4 POLY TUBE PRE-FILLED WITH WATERPROOF GEL

LOCK TABS PREVENTS WIRE REMOVAL

ONCE CONNECTOR IS INSERTED
5 SCOTCHLOK ELECTRICAL SPRING CONNECTOR
WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE

INSULATION PRIOR TO INSERTION INTO THE
CONNECTOR. TWIST CONNECTOR ONTO WIRES
TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND

WIRES INSERTED INTO TUBE UNTIL THE

CONNECTOR PASSES LOCK TABS
6 1
2 3
4 5
6 BASKET STRAINER
SCALE: NTS
NOTES:

1. FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS.

2. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY.

B B B
316
"
116
" 4" MIN.
316
"

SECTION

PLASTIC RECTANGULAR VALVE BOX

WITH BOLT DOWN COVER, USE

STAINLESS BOLT, NUT AND WASHER

BOX TO BE PLACE AT RIGHT ANGLE
TO HARDSCAPE EDGE. BRAND "BS"
ONTO LID, 1 1/2"-2" HIGH LETTERING
1 BASKET STRAINER, REFER TO

LEGEND FOR SPECIFICATIONS
2 3 FINISH GRADE
4 PVC SCH 40 FEMALE ADAPTER, TYP.

PVC MAINLINE TO MASTER VALVE,

PIPE PER SPECS
5 6 BRICK SUPPORTS
3/4" WASHED CRUSHED GRAVEL,
2 CUBIC FEET
7 LANDSCAPE FABRIC TO COVER

BOTTOM AND ALL SIDE OF VALVE BOX
8 9 BRASS NIPPLE, TYP.
10 BRASS UNION
11 PVC MAINLINE FROM P.O.C
12 PVC SCH 80 TxS NIPPLE
3 11
7 8
9 10
12 6
1 2 3
4 5

CONTROLLER GROUNDING
SCALE: NTS
NOTES:

1. A MINIMUM OF ONE GROUND ROD SHALL BE INSTALLED PER CONTROLLER. SEE LEGEND, DETAILS AND SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS. 1 FINISH GRADE IN TURF AREAS
BARE COPPER GROUND WIRE (#6) CONNECT TO ROD W/ BRASS CLAMP OR "CAD WELD" IN PLACE
2 PLASTIC 10" ROUND VALVE BOX WITH A BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEAT BRAND "GRD" ONTO LID 3 4 FINISHED GRADE IN SHRUB AREAS
5/8"x96" COPPER CLAD GROUND ROD INSTALLED INTO COMPACTED SITE SOIL PRIOR

TO SETTING BOX
5 6 NATIVE OR UNDISTURBED SITE SOIL
FILL 1/2 OF VALVE BOX WITH

COMPACTED SITE SOIL
7 8 BRICK SUPPORTS, 3 REQUIRED
BARE #6 COPPER GROUND WIRE
FROM CONTROLLER (8' MIN.)
9 1
2 3
4 5
6 7
8 9
NOTES:

1. IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS.

2. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. 1 BACKFLOW ENCLOSURE
2 R/P DEVICE SEE LEGEND FOR SPECIFICATIONS
3 BRASS BALL VALVE (TYP.)
4 BRASS NIPPLES MINIMUM 4"
5 BRASS ELL, 4 REQUIRED

PRESSURE REGULATOR OR WYE

STRAINER
6 7 BRASS UNION, 2 REQUIRED
8 BRASS RISERS. LENGTH AS REQUIRED
9 CONCRETE SLAB, SEE NOTES

REDUCED PRESSURE BACKFLOW
3" AND SMALLER
SCALE: 1/2"=1'-0"
10 FINISH GRADE
11 SCH 80 PVC NIPPLE 6" MINIMUM
12 SCH 80 PVC FEMALE ADAPTER
13 PVC MAINLINE TO MASTER VALVE
14 PVC MAINLINE FROM METER
12"x12"x12"x CONCRETE THRUST BLOCK
FOR 3" DIA. PIPE OR SMALLER
15 2" 18" 12"
1 5
7 9
10 2
3 4
6 8
14 15
15 15
15 11
13 12
NOTES:

1. FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS.

2. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER.

3. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN STREAM SIDE OF THE FLOW SENSOR.

PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. BRAND 'FS' ONTO LID, 1 1/2"-2" HIGH LETTERING
1 FLOW SENSOR, SEE LEGEND FOR

SPECIFICATION
2 3 FINISH GRADE
4 24" WIRE LOOP
5 PVC MAINLINE PIPE
6 BRICK SUPPORTS
3/4" WASHED CRUSHED GRAVEL, 2
CUBIC FT.
7 LANDSCAPE FABRIC TO COVER

BOTTOM AND ALL SIDES OF

FLOW SENSOR BOX
8 PVC MAINLINE PIPE TO MASTER
VALVE (NOT LESS THAN 10 PIPE

DIAMETERS) PER SPECS AND PLAN
9 FLOW SENSOR
SCALE: NTS 2" 4" MIN. 2"
3 1 2 3
4 5
9 8 7 6

TREE BUBBLER
SCALE: NTS
ROOT WATERING SYSTEM ASSEMBLY: RAINBIRD RWS-B-C-1402 4" DIA. X 36" LENGTH (INCLUDES 1402 0.50GPM BUBBLER W/ RISER, CHECK VALVE, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET AND BASKET CANISTER)
1 ROOT WATERING SYSTEM PER LEGEND
2 4 ROOT BALL OF TREE
PVC LATERAL LINE PIPE. SEE SPECIFICATIONS FOR TYPE AND DEPTH

REQUIREMENTS
3 5 RWS SAND SOCK (RWS-SOCK)
6 PVC SCH. 40 TEE OR ELL
7 PVC LATERAL LINE
9 NATIVE SOIL
10 FINISH GRADE
8 AMMENDED BACKFILL
3"
PLAN VIEW: NTS
SECTION VIEW: NTS
4 3
2 10
1 5
9 6
7 9
8 NOTES:

1. 2 BUBBLERS MIN. PER TREE

VALVE BOX INSTALLATION
SCALE: 1/2"=1'-0"
NOTES:

1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE.

2. SET BOXES 2" ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/SHRUB AREA AND 1" ABOVE FINISH GRADE IN TURF AREA.

3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN.

4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.

6. BRAND VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING 1 1/2 -2"

LETTERING
TYPICAL 16"x21"

RECTANGULAR VALVE BOX
1 TYPICAL QUICK

COUPLING VALVE
2 TYPICAL 19"x26" OR

LARGER VALVE BOX
3 EDGE OF WALK, FENCE,
CURB, ETC.
4 2 1 3
4 10
12 13
16 15
9 5
6 7
2 3
4 8
1 PEDESTAL MOUNTED CONTROLLER
SCALE: NTS
1 RAIN SENSOR INSIDE A STRONGBOX RGVRSS

ENCLOSURE, WIRE TO CONTROLLER
NOTES:

1. PILOT WIRES SHALL BE ONE COLOR FOR EACH CONTROLLER. COMMON WIRES SHALL BE WHITE WITH DIFFERENT COLOR STRIPES FOR EACH AUTOMATIC CONTROLLER.

2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE UNDER 500 LINEAL FEET.

3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY. SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE.

SECTION
14 2 STAINLESS STEEL FLIP TOP LID, SHOWN IN

OPEN POSITION
3 CONTROLLER
4 STAINLESS STEEL 16" WIDE TOP-ENTRY
CONTROLLER ENCLOSURE NEMA 3R

RAINPROOF RATED CONTROLLER
ENCLOSURE DIMENSIONS WHEN CLOSED:
38"Hx16"Wx15.5"D
5 POWER SWITCH AND RECEPTACLE
6 TERMINAL STRIP FOR REMOTE CONTROL

VALVE WIRE CONNECTION
8 FINISHED GRADE
9 FILL BASE OF QUICKPAD WITH PEA GRAVEL

TO TOP OF BASE UNIT
7 STRONGBOX QUICKPAD ENCLOSURE MOUNTING

PAD WITH PREFORMED ALUMINUM PAD, PLASTIC

BASE AND ALL STAINLESS STEEL HARDWARE
10 1 1/4" PVC CONDUIT / SWEEP FOR ELECT. SERVICE
11 11 1" PVC CONDUIT / SWEEP ET GAGE WIRES *
12 1" PVC CONDUIT / SWEEP FOR TELEPHONE LINE *
13 1" PVC CONDUIT / SWEEP FOR FLOW SENSOR /
MCV WIRES *
14 1 1/4" PVC CONDUIT / SWEEP FOR COMMUNICATION
CABLE TO OTHER CONTROLLERS *
15 3" PVC CONDUIT / SWEEP FOR CONTROL WIRES

TO VALVES
16 1 1/4" PVC CONDUIT / SWEEP FOR GROUND WIRE
17 STAINLESS STEEL, U.L. LISTED, PREDRILLED,
REMOVABLE BACKBOARD. REMOVABLE FRONT

PANEL NOT SHOWN
CONDUITS LISTED WITH AN *

SHALL ONLY BE INSTALLED IF
EQUIPMENT IS SPECIFIED.
17 18 DUAL HYDRAULIC PISTONS TO SUPPORT LID IN

OPEN POSITION FOR ACCESS
18 19
19 COMPACTED SITE SOIL
10/03/2024

Page 194 of 291 ends

20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1

CENTER FEED INLINE DRIP
SCALE: NTS
1 ZONE FLUSH VALVE PLUMBED TO PVC (TYP)
2 MANIFOLD CONNECTION (PVC TO ELL)
3 PVC EXHAUST HEADER
4 PVC SUPPLY HEADER
5 MANIFOLD CONNECTION (PVC TO TEE)
REMOTE CONTROL VALVE WITH FILTER AND PRV.

REFER TO LEGEND AND PLANS FOR

SPECIFICATIONS
6 AREA PERIMETER
8 DRIPLINE LATERAL

AIR/VACUUM RELIEF LATERAL BLANK TUBING

CENTERED ON MOUND OR BERM
9 AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING

AT EACH HIGH POINT)
10 11 PERIMETER LATERALS 2"-4" FROM EDGE (TYPICAL)
1 2
3 4
5 6
7 8
9 11
10 7

DRIPLINE INSTALLATION
SCALE: NTS
1 2 3 4 5
1 TEE
2 TOP OF MULCH

PRESSURE-COMPENSATING IN-LINE EMITTER TUBING PER
LEGEND. INSTALL AT 2" DEPTH MAX.
3 4 TIE DOWN STAKE
5 FINISH GRADE

END FEED INLINE DRIP
SCALE: NTS
2 3
4 5
6 7
8 9
11 12
13 1
10 REMOTE CONTROL VALVE WITH FILTER AND

PRESSURE REGULATOR REFER TO LEGEND AND

PLANS FOR SPECIFRICATIONS
1 2 POINT OF CONNECTION, REFER TO PLANS

BACKFLOW PREVENTER, REFER TO LEGEND AND

PLANS FOR SPECIFICATIONS
3 4 LATERAL LINE TO NEXT PLANTER BED
5 MANIFOLD-TO-ELBOW CONNECTION
6 PVC SUPPLY MANIFOLD
7 AREA PERIMETER
8 PERIMETER LATERALS 2" TO 4" FROM EDGE
9 DRIPLINE

AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING

AT EACH HIGH POINT) REFER TO LEGEND FOR

SPECIFICATIONS
10 12 PVC FLUSH MANIFOLD
AUTOMATIC FLUSH VALVE PLUMBED TO TUBING.

REFER TO LEGEND FOR SPECIFICATIONS
13 AIR/RELIEF LATERAL BLANK TUBING CENTERED ON

MOUND OR BERM
11 CENTER FEED MANIFOLD
SCALE: NTS
1 FINISH GRADE

DEPTH OF TUBING PER

SPECIFICATIONS
2 DEPTH OF PVC SUPPLY

MANIFOLD PER SPECIFICATIONS
3 4 DRIPLINE TEE FITTING
5 DRIPLINE LATERAL
6 BLANK POLY TUBING, LENGTH AS NECESSARY
7 DRIPLINE MPT ADAPTER
8 PVC TEE (SxSxT) WITH 1/2" FPT OUTLET
9 PVC SUPPLY MANIFOLD FROM REMOTE CONTROL VALVE ASSEMBLY 1 2.

3. 4 5
6 7
8 9

FLUSH END VALVE INSTALLATION
SCALE: NTS
NOTES:

1. FINISH GRADE: 0" IN TURF AREAS AND 1" BELOW ADJACENT TO NON-TURF AREAS. 1 10" ROUND PLASTIC VALVE BOX
2 1/2" PVC BALL VALVE

FINISH GRADE
4' COIL OF 1/2" IPS SALCO ALGAE

RESISTANT FLEXIBLE PVC
3 5 BRICK SUPPORTS
6 LATERAL LINE
PEA GRAVEL 4" DEEP (NO SOIL IN
BOX)
7 4
8 PVC SCHEDULE 40 ELL SxS
2 1
3 4
5 7
8 6

DRIPLINE LAYOUT
SCALE: NTS
1 EXHAUST HEADER

FLUSH VALVE, PER LEGEND, PLUMB TO

EXHAUST HEADER
2 DRIP TUBING PER LEGEND, NOT TO
EXCEED 200 LINEAR FEET BETWEEN

HEADERS
3 AIR RELIEF VALVE, PER LEGEND,

INSTALL AT HIGHEST POINT ON
ZONE
4 5 AREA PERIMETER

BLANK TUBING HEADER CENTERED

ON MOUND OR BERM
6 NOTES:

1. ALL THREADED

CONNECTIONS TO HAVE
TEFLON TAPE OR PASTE.
1 2
3 4
5 6
7 DRIP TUBING START CONNECTION
8 SUPPLY HEADER
9 CONTROL ZONE KIT
9 7
8 DRIPLINE LAYOUT
SCALE: NTS
2 3
4 5
6 7
8 9
11 12
13 1
10 REMOTE CONTROL VALVE WITH FILTER AND

PRESSURE REGULATOR REFER TO LEGEND AND

PLANS FOR SPECIFRICATIONS
1 2 POINT OF CONNECTION, REFER TO PLANS

BACKFLOW PREVENTER, REFER TO LEGEND AND

PLANS FOR SPECIFICATIONS
3 4 LATERAL LINE TO NEXT PLANTER BED
5 MANIFOLD-TO-ELBOW CONNECTION
6 PVC SUPPLY MANIFOLD
7 AREA PERIMETER
8 PERIMETER LATERALS 2" TO 4" FROM EDGE
9 DRIPLINE

AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING

AT EACH HIGH POINT) REFER TO LEGEND FOR

SPECIFICATIONS
10 12 PVC FLUSH MANIFOLD
AUTOMATIC FLUSH VALVE PLUMBED TO TUBING.

REFER TO LEGEND FOR SPECIFICATIONS
13 AIR/RELIEF LATERAL BLANK TUBING CENTERED

ON MOUND OR BERM
11 DRIPLINE LAYOUT
SCALE: NTS

AIR VACUUM RELIEF & LINE FLUSHING VALVE KIT

PLUMBED TO PVC OR POLY
1 2 AREA PERIMETER
3 XF DRIPLINE TUBING
4 DRIPLINE START CONNECTION MALE ADAPTER
5 EXHAUST HEADER
6 EASY FIT TEE

DRIPLINE CENTERED ON MOUND

OR BERM
7 8 SUPPLY HEADER

REMOTE CONTROL VALVE WITH

FILTER AND PRV
9 1
2 3
4 5
6 7
8 9
B
A

TYPICAL TRENCHING
SCALE: 3/4"=1'-0"
NOTES:

1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90° CHANGES IN DIRECTION.

2. PROVIDE A MINIMUM 10 FEET SEPARATION BETWEEN POTABLE AND RECLAIMED MAINLINE PIPING.

3. 24" MINIMUM COVER ON 3" MAINLINE AND LARGER.
1 FINISH GRADE
CLEAN BACKFILL - 90%

COMPACTION REQUIRED
2 NON-PRESSURE LATERAL LINE.

SNAKE PIPE IN TRENCH
3 PRESSURE SUPPLY LINE SNAKE

PIPE IN TRENCH
4 CONTROL WIRES - BUNDLE AND
TAPE AT 10' O.C. AND INSTALL

ADJACENT TO PRESSURE

SUPPLY LINE
5 DIMENSION
3" TO 6" IN SIZE
1/2" TO 2-1/2" IN SIZE
A
18"
24"
12"
B
1 2
3 4
5 NOTES:

1. PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED.

2. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL.

3. ALL SLEEVES TO BE SCHEDULE 40 PVC.

4. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.

5. 24" MINIMUM COVER ON MAINLINE 3" AND LARGER.

TYPICAL SLEEVING
SCALE: 3/4"=1'-0"
6" 6"
TYP. TYP.
1 FINISH SURFACE

CLEAN SAND BACKFILL
MINIMUM 90% COMPACTION
2 PRESSURE MAINLINE IN
SCHEDULE 40 SLEEVE - SIZE

SLEEVE TWICE DIAMETER OF

PRESSURE SUPPLY LINE
3 CONTROL WIRES IN SLEEVE -
SIZE PER PLAN. INSTALL

ADJACENT TO PRESSURE

SUPPLY LINE
4 NON-PRESSURE LATERAL LINE

IN SLEEVE TWICE DIAMETER

OF LATERAL LINE
5 1
2 3
4 5
NOTES:

1. FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS. 2" 2" MIN.

DRIP RVC ASSEMBLY
SCALE: NTS

PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH BOLT DOWN COVER, USE

STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. BRAND "RCV" AND CONTROL STATION # ONTO LID, 1 1/2"-2" HIGH

LETTERING
1 2 FINISH GRADE, 2" DIMENSION ONLY

PRESSURE REGULATOR,

REFER TO LEGEND
3 WYE FILTER, REFER TO
LEGEND
4 5 R.C.V., REFER TO LEGEND
6 PVC MAINLINE
7 BRICK SUPPORTS
3/4" WASHED CRUSHED
GRAVEL
8 LANDSCAPE FABRIC TO

COVER BOTTOM AND ALL

SIDES OF VALVE BOX
9 10 PVC TO DRIP SYSTEM
1 2
3 4
10 7
6 5
8 9
2 DRIP TUBING CONNECTION
SCALE: NTS

FINISHED
GRADE
NOTES:

1. DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE

MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND TWO ADAPTER FITTINGS FOR THE CONNECTION.

DRIP TUBING WITH 0.6 GPH DRIP EMITTERS INSTALLED 12" ON

ON-CENTER INSIDE ENTIRE LENGTH OF DRIP TUBING
1 1/2" MIPTx17mm BARB MALE ADAPTER FITTING, TWO REQUIRED FOR TEE FITTING, ONE FOR 90° ELL
2 SCH. 40 PVC THREADED TEE OR
90° ELL FITTING, 1/2" SIZE
3 SCH. 80 PVC THREADED NIPPLE, 1/2"x

LENGTH AS REQUIRED
4 GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE,
#GFN050600, 1/2"MIPTx1/2"FIPTx6"LENGTH
5 SCH. 40 PVC SLIPxSLIPx1/2"FIPT TEE
FITTING, HEADER SIZE BY 1/2"
6 DRIP TUBING SUPPLY OR DISCHARGE HEADER,
PVC LATERAL LINE PIPE, 1 1/4" MINIMUM SIZE,

OTHERWISE SIZE PER THE DRAWINGS
7 GPH IRRIGATION PRODUCTS 9" PVC COATED WIRE STAKE,
#GDTS140900, INSTALLED FIVE FEET ON CENTER
8 1
2 3
4 5
6 7
8 10/03/2024

Page 195 of 291 ends

20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1

DRIP AIR RELIEF VALVE
SCALE: NTS

AIR / VACUUM RELIEF VALVE, INSTALL

AT THE HIGH POINT OF THE SYSTEM
1 PLASTIC ROUND VALVE BOX, 7" SIZE,
HEAT BRAND "AR" ONTO LID
2 3 FINISHED GRADE IN SHRUB AREAS
4 AMENDED OR NATIVE SOIL

SUB-SURFACE DRIP TUBING, DEPTH

PER LEGEND
5 LANDSCAPE FABRIC, WRAP UP AND

OVER ALL OPENINGS
6 7 BRICK SUPPORTS, 2 REQ.

CRUSHED 3/4" ROCK, MIN. 4" DEPTH

INSIDE BOX
8 COMBINATION TEE FITTING, TUBING

X TUBING X FIPT, SAME
MANUFACTURER AS DRIP TUBING.

USE 3/4"x1 1/2" PVC THREADED

REDUCER BUSHING AS REQUIRED
9 9
1 2
3 4
5 6
7 8

QUICK COUPLING VALVE ASSEMBLY
SCALE: NTS MIN.
1 2
3 4
5 6
12 9 11
10 8
7 3
NOTES:

1. FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS.

2. USE TEFLON TAPE ON ALL THREADED FITTINGS.

QUICK COUPLER KEY WITH MALE

HOSE BIB CONNECTION AS SHOWN,

KEY MUST CLEAR VALVE BOX
1 ROUND PLASTIC VALVE BOX WITH

BOLT DOWN COVER USE STAINLESS
BLOT NUT AND WASHER LABEL "QCV"

ONTO LID
2 3 FINISH GRADE

QUICK COUPLER VALVE REFER TO

LEGEND FOR SPECIFICATION
4 5 GALVANIZED PUNCH LOC (2 REQUIRED)
6 BRASS NIPPLE (LENGTH AS REQUIRED)
7 3/4" CRUSHED GRAVEL, 2 CUBIC FEET
8 BRICK SUPPORT

LANDSCAPE FABRIC TO COVER BOTTOM

AND ALL SIDES OF VALVE BOX
9 10 #4x36" REBAR STAKE

BRASS TRIPLE SWING JOINT (SIZE

PER QCV) USE TWO STREET ELLS,
ONE NIPPLE (6" MIN. LENGTH), AND

ONE THREADED ELL FOR ASSEMBLY
12 11 MAINLINE, SEE SPECIFICATIONS
IRRIGATION NOTES:

1. THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION WITH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID.

2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE

AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THEIR WORK.

3. OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM.

4. NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.

5. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO

FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS, AS DESCRIBED

IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THEIR WORK.

6. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 325 (AB 325) AND THE

STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE.

7. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. ALL PIPING, VALVES, ETC. SHOWN

WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. PARALLEL PIPES MAY BE INSTALLED IN COMMON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER.

8. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL

AND FINISHED CONDITIONS AFFECTING ALL WORK AND PLAN WORK ACCORDINGLY, TO FURNISH ALL REQUIRED MATERIAL. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES.

9. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. ALL PIPE SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING OR AS NECESSARY TO ACCESS. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AS SHOWN AND AS DIRECTED BY ENGINEER. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE

IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.

10. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS

OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.

SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT

PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

11. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE

IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF

ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. ALL MAINLINES SHALL BE FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS. AT 30 DAYS AFTER INSTALLATION EACH SYSTEM SHALL BE FLUSHED TO ELIMINATE GLUE AND DIRT PARTICLES FORM THE LINES.

COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE

REQUESTED BY THE CITY'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

12. SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE 40.0 (P.S.I.) AND A MAXIMUM DEMAND 20.0 (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS.

CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIOR

TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE CITY'S AUTHORIZED REPRESENTATIVE. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE.

13. EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL

BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE OR TURF AREAS.

14. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE CODES.

15. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES.

16. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE.

17. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES.

18. WIRE CONNECTORS SHALL BE 3M-DBY/Y-6 DIRECT BURY OR APPROVED EQUAL.

19. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. TOP OF BOXES SHALL BE SET 1" ABOVE FINISHED GRADE IN TURF AND 2" IN NON TURF AREAS AND PERMANENTLY MARKED WITH THE LETTERS R.C.V.

20. CONTRACTOR SHALL INSTALL ANTI-DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. IN LOCATIONS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION AND EXCESS WATER, INSTALL KING BROS. CV SERIES CHECK VALVES IN LATERAL LINES FOR EVERY 10’ OF ELEVATION CHANGE.

21. BUBBLERS SHALL BE LOCATED ON THE UPHILL SIDE OF TREES.

22. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. COORDINATE WORK WITH THE

GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE

INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY DAMAGE CAUSED BY THEIR WORK AT NO ADDITIONAL COST TO THE OWNER.

23. REMOTE CONTROL VALVES SHALL BE PROGRAMMED IN SEQUENCE AS SHOWN ON PLANS UNLESS DIRECTED OTHERWISE BY THE CITY'S AUTHORIZED REPRESENTATIVE. RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF VALVE BOXES WILL NOT BE PERMITTED.

24. INSTALL VALVE BOXES MINIMUM 12” FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM 12” APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC.

25. LOCATE QUICK COUPLING VALVE 12” FROM HARDSCAPE AREA.

26. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE (NOT IN LAWN AREA).

27. NOTIFY OWNERS/OWNER’S AUTHORIZED REPRESENTATIVE OF ANY ASPECTS OF LAYOUT THAT

WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS/HER INSTRUCTIONS ARE OBTAINED.

28. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. REPAIR ALL SETTLED TRENCHES PROMPTLY. REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK.

29. INSTALL ONE (1) SPARE CONTROL WIRE FOR EVERY 6 (SIX) STATIONS ON THE CONTROLLER ALONG THE ENTIRE MAIN LINE. SPARE WIRES SHALL BE THE SAME COLOR (ONE WITH A WHITE STRIPE) AND OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36” EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. SPARE WIRE(S), NOT APPLICABLE FOR TWO-WIRE SYSTEMS.

30. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE HYDRANTS, ETC.) INTERFERE

WITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD

ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER, THIRD, HALF CIRCLE OR

ADJUSTABLE NOZZLE AND HEAD AT THE SIDES OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.

31. NOTIFY ARCHITECT OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR

INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS/HER INSTRUCTIONS ARE OBTAINED.

32. NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE.

33. CONNECT FLOW SENSOR TO CONTROLLER WITH CONDUCTOR DIRECT BURIAL SHIELDED SENSOR CABLE (EV-CAB-SEN.) INSTALL EACH CABLE IN A SEPARATE 1-1/4" PVC SCHEDULE 40 CONDUIT WITH SWEEP-ELLS.

34. CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF WORK.

35. EXISTING IRRIGATION NOT AFFECTED BY NEW CONSTRUCTION SHALL REMAIN AND BE PROTECTED IN PLACE. EXISTING IRRIGATION SHALL REMAIN OPERATIONAL DURING THE CONSTRUCTION PHASE. DAMAGED EQUIPMENT DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE-KIND EQUIPMENT.

36. ELECTRICAL CONTRACTOR TO SUPPLY 120 VAC (2.5 AMP) SERVICE TO CONTROLLER LOCATION.

IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTION FROM ELECTRICAL STUB-OUT TO CONTROLLER. IRRIGATION CONTROL WIRE SHALL BE #14, U.L. APPROVED FOR DIRECT BURIAL.

COMMON WIRE SHALL BE #12 U.L. APPROVED AND SHALL BE WHITE IN COLOR. WIRING TO INDIVIDUAL REMOTE CONTROL VALVES SHALL BE COLOR OTHER THAN WHITE.

37. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK.

ADDITIONALLY, CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF WORK.

38. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE

BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE

ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER’S AUTHORIZED REPRESENTATIVE.

39. IRRIGATION DEMAND: REFER TO IRRIGATION POINTS OF CONNECTION.

40. CONTACT CONTROLLER SALES REPRESENTATIVE FOR
PRE-CONSTRUCTION MEETING AND CERTIFICATION REQUIREMENTS.

41. CONTRACTOR TO SUPPLY ALL TURNOVER DOCUMENTS TO THE CLIENT.

SUBMIT
ALL WARRANTEES, AS-BUILTS, TURNOVER EQUIPMENT, ETC.

42. THE CONTRACTOR SHALL PERMANENTLY HOT STAMP ALL VALVE BOX LIDS WITH 2-INCH MINIMUM LETTER HEIGHT AS FOLLOWS:
· 'X1' FOR REMOTE CONTROL VALVES ('X' = CONTROLLER AND '1' =

STATION NUMBER)
· 'FS' FOR FLOW SENSOR
· 'MV' FOR MASTER CONTROL VALVE
· 'GV' FOR GATE VALVE
· 'QC' FOR QUICK COUPLING VALVE
· 'SP' FOR SPLICE BOX OR PULL BOX

43. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE EXISTING

FUNCTIONING IRRIGATION SYSTEM OPERATIONAL DURING
CONSTRUCTION. ANY DAMAGES TO EXISTING PLANT MATERIAL AS RESULT

OF EXISTING IRRIGATION NOT BEING FUNCTIONAL SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE.

44. CONTRACTOR TO REPAIR EXISTING IRRIGATION SYSTEMS DAMAGED DURING THE EXECUTION OF THE CONTRACT. REPLACE PLANT MATERIALS

DAMAGED DURING THE CONSTRUCTION PERIOD WITH THE SAME SPECIES OF EQUAL SIZE OR GREATER. CONTRACTOR SHALL MAINTAIN EXISTING

PLANTING WITHIN THE JOB SITE LIMITS DURING DEMOLITION AND CONSTRUCTION PHASES. EXISTING IRRIGATION SYSTEMS SHALL EITHER

REMAIN OPERATIONAL FOR CONTRACTOR'S USE OR CONTRACTOR SHALL HAND WATER EXISTING PLANT MATERIALS AS NEEDED.

45. CONTRACTORS SHALL FIELD VERIFY THAT ALL IRRIGATION EXISTING

EQUIPMENT IS ON SITE AND IS OPERATIONAL (CONTROLLER, BACKFLOW

PREVENTER, VALVES (NEW AND EXISTING) FLOW SENSOR, MASTER VALVE, MAINLINE, LATERAL LINES, ETC ALL. CONTACT HCLA'S AUTHORIZED

REPRESENTATIVES, IOR, AND OAR IF EQUIPMENT IS MISSING OR IN POOR CONDITION. FAILURE TO OBTAIN HACLA'S APPROVAL PRIOR TO ANY / ALL

INSTALLATIONS SHALL CAUSE THE CONTRACTOR TO MAKE ARCHITECT AND/OR OAR DIRECTED REVISIONS AT NO ADDITIONAL COST TO HACLA. 10/03/2024

Page 196 of 291 ends

14TH ST. MANHATTAN AVE NO PARKING NEV PARKING ONLY NEV PARKING ONLY PARKING ONLY PARKING ONLY STOP EV EV NO PARKING X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X

STOP STOP COMPACT COMPACT COMPACT COMPACT COMPACT
X X
20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
C I T
Y
O F

H E R M O S A
B
E
A
C

H , C A
1 9 0 7
N
NOTES

1. REFER TO SHEET L9 FOR THE PLANTING DETAILS
AND NOTES.

SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE O.C. SPACING WATER USE QTY TREES
T-1 MELALEUCA NESOPHILA PINK MELALEUCA 24" BOX PER PLAN LOW 3 T-2 TRISTANIA CONFERTA BRISBANE BOX STD. 24" BOX PER PLAN MOD 3 SHRUBS
S-1 AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL. PER PLAN LOW 6 S-2 ALOE STRIATA CORAL ALOE 5 GAL. PER PLAN LOW 49
S-3 CAREX BARBERAE SANTA BARBARA SEDGE 1 GAL. PER PLAN LOW 5 S-4 DIANELLA CAERULEA `CLARITY BLUE` DIANELLA 5 GAL. PER PLAN LOW 34 S-5 LOMANDRA LONGIFOLIA `BREEZE` BREEZE™ MAT RUSH 1 GAL. PER PLAN LOW 12 S-6 SISYRINCHIUM BELLUM BLUE EYED GRASS 1 GAL. PER PLAN LOW 24

PLANT LIST
T-1
2 14
S-2
1 S-1
S-1
1 S-2
10 S-4
2 1
S-1
12 S-6 S-5
10 5
S-3 S-6
2 12
S-6
17 S-4
S-4
3 S-4
8 S-1
1 S-4
2 S-2
7 S-1
1 T-1
1 S-2
18 S-1
1 S-4
2 3
T-2
10/03/2024

Page 197 of 291 ends

20250 SW ACACIA ST., SUITE 260

NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
A

BOULDER INSTALLATION
SCALE: NTS
NOTES:

1. ALL BOULDERS SHALL BE BURIED 30% OF OVERALL HEIGHT, WIDTH AND LENGTH.

2. FINAL LOCATION OF ALL BOULDERS SHALL BE PER THE ENGINEER.

3. CONTRACTOR TO PROVIDE SAMPLE BOULDER FOR APPROVAL BY ENGINEER PRIOR TO PURCHASE.

BOULDER MEASUREMENT CHART:

APPROX. SIZE:

B1: 5'x5'x5'
B2: 3'x3'x3'
B3: 2'x2'x2'
BOULDER TYPE: BOULDERS SHALL BE "SIERRA BOULDERS" AVAILABLE AT SOUTHWEST BOULDER AND STONE PHONE: 714-882-1010 OR APPROVED EQUAL.

REFER TO NOTES FOR SIZES

FINISH GRADE

UNDISTURBED NATIVE
GRADE OR 90% CERTIFIED
COMPACTED SUBGRADE.
3'
2'
4'
5'
6'

RIVER ROCK COBBLE
SCALE: 1/2" = 1'-0"
NOTES:

1. CONTRACTOR SHALL SUBMIT RIVER

ROCK COBBLE COLOR & SIZE

SAMPLES TO ENGINEER FOR REVIEW

AND APPROVAL PRIOR TO
PURCHASE.

2. RIVER ROCK COBBLE AVAILABLE

FROM SOUTH WEST BOULDER AND
STONE, 714-882-1010.

3. RIVER ROCK COBBLE SHALL BE
"MALIBU COBBLE", 4" DIA TO 8" DIA..

EXTENDED MORTAR BED 2" BEYOND

EDGE OF RIVER ROCKS COBBLE
POURED PCC MORTAR BED 6" DEEP.

MEDIAN CURB PER CIVIL PLANS.

EXISTING ASPHALT CONCRETE
PAVEMENT.
95% RELATIVE COMPACTED SUBGRADE.

WIDTH VARIES - REFER TO CIVIL PLANS
2"
COBBLE
2" 4
4 1 1
5 6 2 3 5
1 2
3 4
5 6
D

1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT

NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.

2. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS.

3. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND

OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS.

4. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK.

5. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO

THE ENGINEER A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS IF ALL REQUIRED.

6. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE ENGINEER PRIOR TO INSTALLATION.

7. AMENDMENTS SHALL BE PER THE SPECIFICATIONS.

8. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO

PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING

OPERATIONS AND IMMEDIATELY NOTIFY THE ENGINEER TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES.

9. TREES PLANTED WITHIN 5' TO 8' OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE ENGINEER.

10.ALL SHRUB PLANTING AREAS SHALL RECEIVE A 3" THICK LAYER OF MULCH COVER.

C
NOTES:

1. CONTRACTOR SHALL SUBMIT RIVER ROCK COBBLE COLOR & SIZE SAMPLES TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE.

2. RIVER ROCK COBBLE AVAILABLE FROM SOUTHWEST BOULDER AND STONE, 714-882-1010.

3. RIVER ROCK COBBLE SHALL BE "MALIBU COBBLE", 4" DIA TO 8" DIA..

4. BIOSWALE SHALL BE CONSTRUCTED PER CIVIL DETAIL 84 SHEET C-7. 1 CURB
2 3
4 5
6 7
8 FINISH SURFACE

FINISH GRADE
TOPSOIL LAYER- BIOSWALE 80/20 MIX AVAILABLE FROM GAIL MATERIALS

COBBLE- PER NOTES- LAYOUT PER PLANS
WEED BARRIER - MIRAFI 140N

SUBGRADE PER CIVIL

RETAINING WALL

COBBLE AT BIOSWALE
SCALE: NTS
2 1 3
4 5 6
7 8
E

SHRUB PLANTING

NOT TO SCALE
NOTES:

1. CROWN OF ROOTBALL TO BE 1/2" - 1" ABOVE FINISH GRADE.

2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES & SPECIFICATIONS.

A SHALLOW BASIN 2" DEEP SHALL BE

FORMED AROUND ROOTBALL BELOW

FINISH GRADE
1 2 FINISH GRADE

BACKFILL IN ACCORDANCE WITH

PROJECT AGRICULTURAL

SUITABILITY SOILS REPORT
3 4 ROOTBALL
2 x DIAMETER

OF ROOT BALL DEPTH OF
1 2
3 4 CONTAINER

PREVAILING WINDS
A SHALLOW BASIN 2'' DEEP SHALL BE FORMED
AROUND BALL BELOW FINISH GRADE. TREES

PLANTED IN TURF AREAS SHALL NOT HAVE
BASINS.

BACKFILL IN ACCORDANCE WITH PROJECT

AGRICULTURAL SUITABILITY SOILS REPORT

CINCH TIE, ARBOR TIE, OR APPROVED EQUAL
2"Ø MINIMUM X 10' LODGE POLE STAKE BOTH

SIDES, OR 'TOMAHAWK TREE STABILIZER SYSTEM'
(800) 845-3343, OR APPROVED EQUAL

FINISH GRADE

ROOTBALL

TREES INSTALLED WITHIN TURF AREAS SHALL BE

INSTALLED WITH 'ARBOR-GARD' OR APPROVED
EQUAL AT BASE OF TRUNK.
1 NOTES:

1. CROWN OF ROOTBALL TO BE 1" ABOVE FINISH GRADE.

2. FOR ADDITIONAL INFORMATION REFER TO PLANTING
NOTES AND SPECIFICATIONS.
2 3
4 5
6 7
2 3
4 5
1 6
7 DEPTH OF 12" CONTAINER MIN.
2 x DIAMETER

OF ROOTBALL
12~18" 6" MIN. 12~18"

TREE PLANTING & STAKING
(FOR 15 GAL. & 24" BOX TREES)

B NOT TO SCALE
10/03/2024

Page 198 of 291 ends

OF E RP DE RET SI GE R REE NI GNE L A ON S S I C A L I F OR N I A S T A T E O F SIGNED: 06/18/2021 No. E22639 ALEXANDER MH SASSOON E L E C T R I C A L 06/18/2021 SHEET INDEX GENERAL NOTES SHEET DESCRIPTION E-0 GENERAL NOTES, LEGEND & SHEET INDEX E-1 SINGLE LINE DIAGRAM & SCHEDULES E-2 SITE LIGHTING PLAN E-3 SITE POWER PLAN E-4 DETAILS E-5 DETAILS E-6 TITLE 24 FORMS LEGEND ABBREVIATIONS 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE AND ALL OTHER APPLICABLE FEDERAL AND STATE. WHERE THE CONSTRUCTION DOCUMENTS INDICATE MORE RESTRICTIVE REQUIREMENTS, THE CONSTRUCTION DOCUMENTS SHALL GOVERN BUT THE CONSTRUCTION DOCUMENTS SHALL NOT BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' LABEL (UL) AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. 3. THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER. 4. MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ANCHORAGE NOTES: ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCES AND DISPLACEMENT REQUIREMENTS. A. ALL PERMANENT EQUIPMENT AND COMPONENTS. B. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. C. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENT SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. 5. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES: PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN LATEST SECTIONS OF CBC AND ASCE. THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS (OPA #) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D. COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION 1/C SINGLE CONDUCTOR MCA MAXIMUM CIRCUIT AMPACITY & AND MFGR, MFR MANUFACTURER @ AT MH MANHOLE A OR AMP AMPERES MRCT MULTI-RATIO CURRENT TRANSFORMER ABV ABOVE MIN MINIMUM A.C. ASPHALT CONCRETE MOCP MAXIMUM OVERCURRENT PROTECTION AF AMPERE FUSE RATING MTD MOUNTED AFC AVAILABLE FAULT CURRENT MTG MOUNTING AFG ABOVE FINISH GRADE MTR MOTOR AIC AMPERE INTERRUPTING CAPACITY MV MEDIUM VOLTAGE AL ALUMINUM N NORTH APPROX. APPROXIMATE NC NORMALLY CLOSED AS AMPERE SWITCH RATING NEC NATIONAL ELECTRICAL CODE ASCC AVAILABLE SHORT CIRCUIT CURRENT NF NON-FUSED ATS AUTOMATIC TRANSFER SWITCH NIC NOT IN CONTRACT AUTO AUTOMATIC NO. NUMBER AUX AUXILIARY OC ON CENTER AWG AMERICAN WIRE GAUGE OCPD OVERCURRENT PROTECTIVE DEVICE BAT BATTERY OD OUTSIDE DIAMETER BEL BELOW OE OVERHEAD ELECTRICAL BKR BREAKER OH OVERHEAD B.S. BARE STRANDED P POLE C CONDUIT PB PULL BOX CB CIRCUIT BREAKER PC PHOTOCELL CEC CALIFORNIA ELECTRICAL CODE PDS PRESSURE DIFFERENTIAL SWITCH CKT CIRCUIT PF POWER FACTOR CL CENTER LINE PH OR Ø PHASE CMU CONCRETE MASONRY UNIT PIV POST INDICATING VALVE C.O. CONDUIT ONLY WITH PULL WIRE PL PLATE CT CURRENT TRANSFORMER PNL PANEL CW COLD WATER POC POINT OF CONNECTION CU COPPER PREF. PREFERRED DL DAMP LOCATION LISTING PRI. PRIMARY DP DISTRIBUTION PANEL PVC POLY-VINYL CHLORIDE DWG DRAWING PWR POWER EA EACH REC/RECEPT RECEPTACLE ECM ELECTRONIC CIRCUIT MONITOR REQ'D REQUIRED ELEC. ELECTRICAL RGS RIGID GALVANIZED STEEL EM EMERGENCY RMC RIGID METAL CONDUIT EMH ELECTRICAL MANHOLE RPBP REDUCED PRESSURE BACK FLOW PREVENTER EMT ELECTRICAL METALLIC TUBING RTAC REAL TIME AUTOMATION CONTROLLER EPR ETHYLENE PROPYLENE RUBBER SCCR SHORT CIRCUIT CURRENT RATING EQUIP EQUIPMENT SCE SOUTHERN CALIFORNIA EDISON EXIST/(E) EXISTING SF SQUARE FEET FIXT FIXTURE SHT SHEET FLA FULL LOAD AMPS SP SPARE FT FEET SPECS SPECIFICATIONS FMC FLEXIBLE METAL CONDUIT ST STREET FTG FOOTING STD STANDARD GFI GROUND FAULT INTERRUPTER SW SWITCH GG GREEN GROUND SWBD SWITCHBOARD GND GROUND SWGR SWITCHGEAR HP HORSEPOWER T.O.D. TOP OF DUCTBANK HT HEIGHT T.O.M. TOP OF MANHOLE HZ HERTZ TPS TWISTED SHIELDED PAIR IE INVERT ELEVATION TRANSF,XFMR TRANSFORMER IMC INTERMEDIATE METAL CONDUIT TS TAMPER SWITCH ISC SHORT CIRCUIT CURRENT TYP TYPICAL J, JB, J-BOX JUNCTION BOX UG UNDERGROUND KCMIL THOUSAND CIRCULAR MILS UON UNLESS OTHERWISE NOTED KV KILOVOLT V VOLTS KVA KILOVOLT-AMPERES VA VOLT-AMPERES KW KILOWATT VFD VARIABLE FREQUENCY DRIVE LF LINEAR FEET W WATTS LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT W/ WITH LOC. LOCATION W/O WITHOUT LTG LIGHTING WCR WITHSTAND CLOSE-ON RATING LV LOW VOLTAGE WP WEATHERPROOF M METER Z IMPEDANCE MAX MAXIMUM IN THE EVENT ABBREVIATIONS NOT MENTIONED HEREIN ARE USED, REFERENCE WILL BE MADE TO ANSI Y1.1, MILITARY STANDARD ABBREVIATIONS, AND OTHER STANDARD INDUSTRY CONVENTIONS. SYMBOL DESCRIPTION NOTE CALLOUT DETAIL CALLOUT - NUMBER ON TOP DENOTES DETAIL NUMBER - NUMBER ON BOTTOM DENOTES SHEET DETAIL IS SHOWN MECHANICAL EQUIPMENT CALLOUT, SEE MECHANICAL PLANS FOR EXACT LOCATION AND REQUIREMENTS SECTION CALLOUT FEEDER CALLOUT EXISTING FEEDER CALLCOUT NEW LINEWORK EXISTING LINEWORK DEMOLISHED LINEWORK CONDUIT CONCEALED IN WALL OR ABOVE CEILING CONDUIT EXPOSED CONDUIT CONCEALED UNDERGROUND OR BELOW FLOOR CONDUIT EMERGENCY MULTI-CHANNEL RACEWAY CONDUIT TURNED UP CONDUIT CAPPED BRANCH CIRCUIT HOMERUN TO PANELBOARD AND CIRCUITS AS INDICATED 3/4" CONDUIT, TICK MARKS INDICATE QUANTITY OF #12 AWG WIRES (UNLESS NOTED OTHERWISE, NO MARKS INDICATES 2#12 & 1#12 GND WIRES) - SMALL MARK DENOTES HOT WIRE - LARGE MARK DENOTES NEUTRAL WIRE - DIAGONAL DENOTES GROUND WIRE GENERATOR SWITCH CIRCUIT BREAKER 2-WAY SWITCH, TRANSFER SWITCH FUSE TRANSFORMER GROUND CONNECTION MOTOR - SINGLE PHASE FRACTIONAL OR INTEGRAL HORSEPOWER METER VARIABLE FREQUENCY DRIVE PANEL FUSED DISCONNECT SWITCH NON-FUSED DISCONNECT SWITCH COMBINATION STARTER/DISCONNECT SWITCH SWITCH MOTOR RATED MEDIUM VOLTAGE FUSED DISCONNECT SWITCH SYMBOL DESCRIPTION WALL MOUNTED LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHT FIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROL ZONE. BOLLARD LUMINAIRE POST TOP LUMINAIRE POLE MOUNTED LUMINAIRE, SINGLE HEAD POLE MOUNTED LUMINAIRE, DOUBLE HEAD POLE MOUNTED LUMINAIRE, TRIPLE HEAD POLE MOUNTED LUMINAIRE, QUAD HEAD IN GRADE LUMINAIRE PATHWAY LUMINAIRE LANDSCAPE FIXTURE JUNCTION BOX PHOTOCELL FOR EXTERIOR APPLICATIONS DAYLIGHT SENSOR - CEILING MOUNTED RELAY EMERGENCY RELAY UL 924 COMPLIANT MOTION SENSOR - CEILING MOUNTED LIGHTING CONTROL NETWORK DEVICE DIGITAL TIMER SWITCH LIGHTING CONTROL PANEL - SURFACE MOUNTED PANELBOARD - RECESSED MOUNTED PANELBOARD - SURFACE MOUNTED DISTRIBUTION PANEL/ BOARD SINGLE POLE SWITCH, DEVICE SHALL BE MOUNTED +48" MAX AND +36" MIN FROM THE CENTER OF DEVICE: --------- W W A-1G M VFDM X y JPCDSRERMNTM RECESSED ON WALL G=GFCI, WP=WEATHER PROOF SURFACE G=GFCI, WP=WEATHER PROOF FLOOR OR CEILING C=CEILING 20A, 125V DUPLEX RECEPTACLE MOUNTED +15" AFF, UNLESS OTHERWISE NOTED 20A, 125V QUAD RECEPTACLE MOUNTED +15" AFF, UNLESS OTHERWISE NOTED 20A, 125V DUPLEX RECEPTACLE RECEPTACLE ON DEDICATED CIRCUIT 20A, 125V CONTROLLED DUPLEX RECEPTACLE 20A, 125V QUAD RECEPTACLE (HALF) CONTROLLED RECEPTACLE SPECIAL RECEPTACLE REFER TO DRAWINGS FOR NEMA CONFIGURATION J J J JUNCTION BOX 10/03/2024 Page 199 of 291 OF E RP DE RET SI GE R REE NI GNE L A ON SS I C A L I F OR N I A S T A T E O F SIGNED: 06/18/2021 No. E22639 ALEXANDER MH SASSOON E L E C T R I C A L 06/18/2021 PD1 M NOTESPROVIDE PEDESTAL PANEL WITH METER SECTION, MYERS POWER PRODUCTS #MEUG16-M200, 120/240V, 1 PHASE, 3 WIRE, 200A BUSSING, 30-CIRCUIT, IN A SAE 304 STAINLESS STEEL ENCLOSURE. PROVIDE WITH PAD MOUNT BASE #MEUG16-BASE, ANCHOR BOLTS #714548, AND 7-PIN PHOTOCELL RECEPTACLE. COORDINATE WITH SCE FOR EXACT LOCATIONS AND REQUIREMENTS OF UTILITY OWNED EQUIPMENT. PROVIDE (2) 3/4" X 10 FT COPPER-CLAD STAINLESS STEEL GROUND RODS AND #4 AWG COPPER GROUNDING ELECTRODE CONDUCTOR, CONNECTED WITH IRREVERSIBLE COMPRESSION CONNECTORS. PROVIDE AC-COUPLED 19.4 KWh, 6000W BATTERY SYSTEM IN A NEMA 3R ENCLOSURE, SUNVERGE #SIS-6848 OR EQUAL. PROVIDE CELLULAR MONITORING. 1234 2 1 SCE BOX SINGLE LINE DIAGRAM 1 NO SCALE 3 3" C - 3#3/0 AWG & 1#6 AWG GND (XHHW-2) #4 AWG GEC LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL V-A LAMP TYPE LUMENS VOLTAGE CRI COLOR TEMP. MTG. MTG. HEIGHT APPROVED MANUFACTURERS F1 COBRA-HEAD LED POLE FIXTURE, TYPE 4 DISTRIBUTION 66 LED 6,010 120V 70+ 3000K PO +15' AFF EATON GALLEON #GAN-AF-02-LED-U-T4W-BK-8030 OR EQUAL. F2 RECESSED WALL LED STEP-LIGHT 18 LED 1,400 120V 70+ 3000K RW +18" AFF WE-EF QRI374 SERIES #616-2321 WITH ROUGH-IN HOUSING BQR30-I #616-9330, OR EQUAL. F3 TREE TRUNK MOUNTED LED LIGHT 53 LED 6,000 120V 70+ 3000K S +10' AFF BRADLEY LIGHTING STELLA #R-A-3/2-10-3000K-30-3000K-*-1-DB OR EQUAL. *COORDINATE FRAME SIZE WITH LANDSCAPE ARCHITECT. F4 POST-TOP LED FIXTURE 24 LED 2,408 120V 70+ 3000K PO +10' AFF EATON ARBOR #ARB-B1-LED-D1-T4-BK-8030 OR EQUAL. F5A INDIRECT/DIRECT LED GARAGE CANOPY FIXTURE 33.5 LED 3,620 120V 70+ 3000K S - LITHONIA LIGHTING #VCPG LED-V4-P1-30K-80CRI-T5M-MVOLT-SRM-UPL1-PIR-DNAXD OR EQUAL. NOTES: ABBREVIATIONS: 1. VERIFY ALL FIXTURE MOUNTING IN THE FIELD PRIOR TO ORDERING MOUNTING HARDWARE. PO = POLE RW = RECESSED WALL 2. PROVIDE 5-YEAR WARRANTY ON FIXTURES, LED BOARDS AND DRIVER. S = SURFACE 3. PROVIDE 4" DIAMETER ROUND ALUMINUM POLE FOR ALL POLE-MOUNTED FIXTURES. SEE PLANS FOR QUANTITY AND LOCATIONS. FINISH TO MATCH POLE MOUNTED FIXTURES. LENGTH SHALL BE EQUAL TO MOUNTING HEIGHT. BAT INV1 1" C - 2#8 AWG & 1#10 AWG GND (XHHW-2) (2) 15-PANEL STRINGS STRING MAX DC VOLTAGE = 652V MAX AMPS = 13A INVERTER SCHEDULE NAME MANUFACTURER AND MODEL QTY WEIGHT CONTINUOUS OUTPUT POWER NOMINAL AC VOLTAGE MAX AC OUTPUT CURRENT MAX OPEN-CIRCUIT DC VOLTAGE MAX DC INPUT CURRENT INV-1 FRONIUS PRIMO 10.1-1 1 82.5 LBS 9,995 VA 240V / 1PH 41.6 A 1,000 V 51 A 1" C - 2#6 AWG & 1#10 AWG GND (XHHW-2) 2#12 AWG (USE-2) PHOTOVOLTAIC PANEL SCHEDULE NAME MANUFACTURER AND MODEL QTY WEIGHT MODULE DATA AT STANDARD TEST CONDITIONS (STC) TOTAL INSTALLED kW (DC-CEC) TOTAL INSTALLED kW (AC-STC) PEAK POWER MAXIMUM SYSTEM VOLTAGE OPEN-CIRCUIT VOLTAGE SHORT-CIRCUIT CURRENT MAXIMUM SERIES FUSE RATING MAXIMUM POWER POINT VOLTAGE MAXIMUM POWER POINT CURRENT CEC PTC RATING P-1 LG NeON2 #LG335N1C-A6 30 41 LBS 335 W 1,000 V 41 V 10.49 A 20 A 34.1 V 9.83 A 311.1 W 10 kW 4 P1 INV1 TYPICAL (30) 10/03/2024 Page 200 of 291
NO

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COMPACT COMPACT COMPACT COMPACT COMPACT J J J JJJ J J J 2E-5 PANEL PD1 F1PD1-5 F2 PD1-7F2 PD1-7F2 PD1-7 F2 PD1-7 F2 PD1-7F2 PD1-7 F2 PD1-7F2 PD1-7 F2PD1-7 F2PD1-1 F2 PD1-7F2 PD1-7F2 PD1-7F2 PD1-7 F2 PD1-5F2 PD1-5 TYP 1 PC 2 F5A PD1-5 F5A PD1-5 F5A PD1-5 F3PD1-7 F3PD1-7 F4PD1-7 F3PD1-7 F1PD1-5 F1PD1-5 2"C2#12 AWG & 1#12 AWG GND J JJJJ 4E-4 TYP OF E RP DE RET SI GE R REE NI GNE L A ON S S I C A L I F OR N I A S T A T E O F SIGNED: 06/18/2021 No. E22639 ALEXANDER MH SASSOON E L E C T R I C A L 06/18/2021 NOTESPROVIDE OUTDOOR RATED PHOTOCELL WITH 7-PIN CONNECTION. PROVIDE NEMA 3R JUNCTION BOX AT TREE BASE, COORDINATE WITH TREE FIXTURE MANUFACTURER FOR ADDITIONAL WIRING REQUIREMENTS. GENERAL NOTES 1. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40, AT LEAST TRADE SIZE 1", BURIED MINIMUM 24" BELOW GRADE. SEE DETAILS 1 AND 2 ON SHEET E-5. 12 C I T Y O F H E R M O S A B E A C H , C A 1 9 0 7 N LIGHTING PLAN 1 1" = 10'-0" 0 10 10/03/2024 Page 201 of 291 NO

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COMPACT COMPACT COMPACT COMPACT COMPACT 2 3 2 J PANEL PD1 2E-4 1 PD1-6 EVCS-2 PD1-12-14 EVCS-1 PD1-8-10 2- 3E-5 4 3 2"C4#8 AWG 2#12 AWG 1#10 AWG GND 1"C - 2#8 AWG & 1#10 AWG GND 1"C - 2#8 AWG & 1#10 AWG GND 1"C - 2#12 AWG & 1#12 AWG GND 3- J (E) SCE PULLBOX SOLAR INVERTER BATTERY X X X X 3E-4 PANEL PD1 G, WP PD1-2 PD1-4 PD1-9 G, WP 2 1 TYPICAL 4E-5 J BATTERY J NEV

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COMPACT COMPACT COMPACT COMPACT COMPACT PV INVERTER 'INV-1' MOUNTED ON CANOPY FRAME JJJJ J J JJJ J J JJJJ J J J J J J J J J J J JJ J J OF E RP DE RET SI GE R REE NI GNE L A ON S S I C A L I F OR N I A S T A T E O F SIGNED: 06/18/2021 No. E22639 ALEXANDER MH SASSOON E L E C T R I C A L 06/18/2021 NOTESPROVIDE HANDHOLE PULLBOX. PROVIDE LEVEL 2 ELECTRIC VEHICLE SINGLE PORT BOLLARD-MOUNT CHARGING STATION, CHARGE POINT #CT4011. SEE DETAIL 6 ON SHEET E-5 FOR MOUNTING. PROVIDE SOLAR-POWERED MULTI-SPACE PAY STATION, IPS GROUP #MS1. SEE DETAIL 6 ON SHEET E-5 FOR MOUNTING. PROVIDE 10 KW SOLAR ARRAY MOUNTED TO PRE-ENGINEERED SEMI-CANTILEVERED CARPORT. GENERAL NOTES 1. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40, AT LEAST TRADE SIZE 1", BURIED MINIMUM 24" BELOW GRADE. SEE DETAILS 1 AND 2 ON SHEET E-5. 1234 C I T Y O F H E R M O S A B E A C H , C A 1 9 0 7 N POWER PLAN 1 1" = 10'-0" 0 10 ENLARGED POWER PLAN 2 1/4" = 1'-0" 0 4 SOLAR PV POWER PLAN 3 1" = 10'-0" NOTESPROVIDE MINIMUM (4) 2" AND (8) 1" CONDUIT STUB-OUTS FROM PANELBOARD BASE TO ACCESSIBLE HANDHOLE. CAP SPARE CONDUITS IN ACCESSIBLE HANDHOLE. PROVIDE 30" TALL QUADRUPLEX OUTDOOR POWER PEDESTAL WITH WHILE-IN-USE COVER, LEGRAND WIREMOLD #XPP1G30C-SV OR EQUAL. 12 0 10 10/03/2024 Page 202 of 291 OF E RP DE RET SI GE R REE NI GNE L A ON S S I C A L I F OR N I A S T A T E O F SIGNED: 06/18/2021 No. E22639 ALEXANDER MH SASSOON E L E C T R I C A L 06/18/2021 LIGHT POLE FOOTING 4 NO SCALE HANDHOLE 2 NO SCALE BASE DETAIL PLAN VIEW LINE LOAD 36" 14 3/8" 13 1/4" 3" MIN. SLOTS FOR BASE INSTALLATION 14.75" 17.25" BOTTOM VIEW 16.25" MOUNTING SLOT DETAIL 3" 2" 12.25"RECOMMENDED SIDE CLEARANCE MINIMUM CLEARANCE REQD. PER NEC 110.26, TYP FRONT AND BACK LINE LOAD 10" USE 5/8"-18 ANCHOR BOLTS 6" MIN. ASPHALT 24" MIN.SEE PLANS. CONDUIT ASPHALT SECTION A-A 18" MIN. AC PATCH TOP OF NEW 12" X 18" X 12" PULLBOX A 12" PULLBOX BASE EXTENSION 12" GRAVEL SLURRY DIRTA LIGHTING 4" PULL BOX 18" 4" 4" 4"
4"
12" 1 2 3 4 1 KEY NOTES PULL BOX BASE. SET ON PEA GRAVEL BASE BENEATH PULL BOX. (PROVIDE EXTENSIONS AS REQ'D. IN FIELD) MIN. OF (1) EXTENSION. POUR 4" CONCRETE OR AC PATCH PAD AROUND EACH PULL BOX TO PREVENT SINKING BELOW GRADE, AND SLURRY COAT AROUND. SEE SECTION A-A. PROVIDE 6'-0", #6 GROUND BOND JUMPER TO COVER FROM SERVICE GROUND CONDUCTOR WITH NECESSARY APPROVED HARDWARE. WATER TIGHT INSTALLATION-FOAM SEAL CONDUIT OPENINGS. 1234 NOTES 1. LABEL EACH COVER TO IDENTIFY SERVICE 2. DO NOT MIX POWER & L.V. COMM. CONDUITS. 2 2 PEDESTAL PANEL MOUNTING 1 NO SCALE RECOMMENDED GROUND ROD LOCATION 7" 2" GROUND TEST WELL 3 NO SCALE COMPRESSION CONNECTOR NON-REVERSIBLE CONNECTOR, GROUND ROD CONTINUOUS LOOP GND CONDUCTORS REQUIRED REFER TO PLAN FOR BROOKS SERIES 1-RT OR EQUAL PRECAST 8-3/4" DIA TRAFFIC BOX, COMPRESSION CONNECTOR NON-REVERSIBLE GROUND ROD CLAMP, LABELED "GROUND" IN CAST IRON COVER CLAD STEEL GROUND ROD. 3/4"x10' LONG COPPER 1/2" ENGRAVED LETTERS "BOTTOMLESS" CONCRETE PULLBOX 12"x18"x12" WITH 4" GRAVEL BASE AND CONCRETE TRAFFIC LID STAMPED "LIGHTING" CONDUIT CONTAINING CIRCUIT WIRING AND EQUIPMENT GROUND CONDUCTOR REFER TO SCHEDULE FOR FOOTING DIAMETER #4 AWG BARE COPPER GROUND CONDUCTOR. 24" MIN. #3 TIES AT 12"O.C. GALVANIZED ANCHOR BOLT FURNISHED WITH POLE TYP 20' (1) #4 BC STRANDED COPPER CONDUCTOR DRAINAGE, RADIUS EDGES AND GRIND SMOOTH SLIGHTLY SLOPE TOP OF BASE FOR PROPER ALL EXPOSED ABOVE GRADE SURFACES LIGHT POLE PROVIDE NON-SHRINK GROUT MANUFACTURER PROVIDED BASE COVER ANCHORED WITH TAMPER PROOF HARDWARE AND GASKETS 0'-0" UP TO 15'-0" LIGHT POLE FOOTING SCHEDULE POLE HEIGHT 6" 2'-6" FOOTING DIAMETER 6'-0" 2'-0" 15'-1" UP TO 30'-0" 8'-0" 2'-6" 1" PVC SCHEDULE 80 GRAVEL 1 FOOTING HEIGHT BELOW GRADE FOOTING HEIGHT ABOVE GRADE 2 3 KEY NOTES GROUND POLE TO GROUND CONDUCTORS IN CONDUITS. REFER TO SCHEDULE FOR ABOVE GRADE HEIGHT. REFER TO SCHEDULE FOR FOOTING LENGTH BELOW GRADE. VERTICAL REBAR 3" CLEAR MINIMUM. REFER TO SCHEDULE FOR SIZES AND QUANTITIES. 1234 4 (6) #6 (8) #6 VERTICAL REBAR 10/03/2024 Page 203 of 291 4" MINIMUM OF E RP DE RET SI GE R REE NI GNE L A ON S S I C A L I F OR N I A S T A T E O F SIGNED: 06/18/2021 No. E22639 ALEXANDER MH SASSOON E L E C T R I C A L 06/18/2021 SEMI-CANTILEVER SOLAR CARPORT 3 NO SCALE PVC TO RGS CONDUIT RISER DETAIL 2 NO SCALE NOTES 1. PROVIDE ENGINEERED CARPORT FOR SOLAR ARRAY, POWERS SOLAR FRAMES OR EQUAL. METAL FRAMING SHALL BE POWDER COATED TO MATCH ADJACENT METAL FINISHES. STRUCTURAL DESIGN TO ACCOMMODATE PLACEMENT WITHIN THE BIOSWALE PROVIDE DEFERRED SUBMITTALS FOR ENGINEER AND CITY REVIEW. MINIMUM CLEAR HEIGHT 10'-0" CL CL CL CL RGS CONDUIT CONDUIT COUPLING CONDUIT COUPLING PVC SCHEDULE 40 CONDUIT PVC COATED RGS CONDUIT SOLAR PV GROUNDING DIAGRAM 5 NO SCALE CONDUIT DUCT BANK 1 NO SCALE 24" MINIMUM MINIMUM 1" PVC SCHEDULE 40 CONDUIT FINISHED GRADE WARNING TAPE, HARRIS INDUSTRIES DU-01 95% COMPACTION BACKFILL NOTESWEATHERPROOF 1-GANG CAST ALUMINUM JUNCTION BOX WITH SELF-THREADING GROUND SCREW. ATTACH TO SURFACE USING (4) MOUNTING LUGS WITH FASTENERS LISTED FOR THE WALL MATERIAL. BOX FINISH: POWDER-COAT, GRAY. WEATHERPROOF 1-GANG CAST ALUMINUM WHILE-IN-USE LOCKABLE COVER AND NEOPRENE GASKET. FINISH TO MATCH JUNCTION BOX. 1/4" SILICONE SEALANT CAULKING BEAD ALONG LEFT, TOP, AND RIGHT SIDES OF BOX AND COVER. COLOR TO MATCH JUNCTION BOX AND COVER. 3/4" RGS WITH SPACER CONDUIT STRAP. PAINT TO MATCH ADJACENT FINISHES. 12 34 SURFACE OUTDOOR RECEPTACLE 4 NO SCALE1 2 4 1 3 EQUIPMENT MOUNTING PAD 6 NO SCALE 4" X 4" X 3/8" THICK PAD NEOPRENE VIBRATION (4) BOLTS, 1/2" DIA. EXPANSION ANCHORS, 2-1/2" MINIMUM EMBEDMENT. FINISHED GRADE 4" HOUSE KEEPING PAD NOTES 1. SPECIAL INSPECTION OF EXPANSION ANCHOR INSTALLATION IS REQUIRED. 2. EXPANSION ANCHORS SHALL BE GRADE SAE 304 STAINLESS STEEL, HILTI-KWIK BOLT TZ2 OR EQUAL. 3. MINIMUM 12 BOLT DIAMETERS SHALL BE MAINTAINED FROM BOLT TO EDGE OF HOUSE KEEPING PAD. EQUIPMENT: - BATTERY SYSTEM - PAY STATION - EV CHARGER INV1 PD1 1#12 AWG GND 1#4 AWG GEC TO CANOPY STEEL 10/03/2024 Page 204 of 291

OF E RP

DE RET SI GE R

REE NI GNE
L A
ON
S S I

C A L I F OR N I A

S T A T E
O F SIGNED: 06/18/2021 No. E22639

ALEXANDER
MH

SASSOON
E L E
C T R I C A L 06/18/2021 10/03/2024 Page 205 of 291
1 April 16, 2025
Project Procurement Considerations for the City Yard
The city yard project is a priority for city staff and council to get completed. This white paper outlines four procurement options that the city could use to complete the project:
1) Design-Bid-Build
2) CM at Risk
3) Progressive Design-Build
4) Stipulated Sum Design Build
One important consideration is that there's currently not a plan of finance for the entire city yard project however there are funds available that could advance design. That funding could be used to advance design in any of the procurement methods discussed below, with the possible exception of a Stipulated Sum Design-Build, where the project funding will need to be in place shortly after firm fixed price bids are received. Overall it is staff's recommendation to proceed with the Progressive-Design-Build procurement because :
 It is the most expedient form of procurement and will therefore accelerate the project.  It does not require the city to invest considerable sums in up front design specifications, bidding documents or stipends for losing teams.
 There's cost certainty through the design process due to early builder involvement.  Builder involvement during the design allows for real time value engineering as plans are developed.
 An experienced design-build team will work collaboratively with city staff through this complex project identifying and mitigating such risks such as:
 defining the program,
 phasing and logistics during the construction cycle,
 constructability,
 environmental contamination clean up methods, and
 finding creative ways to improve workflow.

Also it is important to note that, given the size and scope of the project and the owner's rep would be needed to supplement to city staff for any of the procurement methods however the role of the owner advisor will be slightly different but depending on the procurement method chosen.
1) Design-Bid-Build (“DBB”)
Design-Bid-Build is the most common delivery method for public improvements. It is commonly accepted because it drives to the lowest construction price based on open competition, supporting the premise that the city is being a good fiduciary of public funds. Often referred to as low bid this procurement method is the default contracting method for California General Law cities and many other agencies under section 20162 of the public contract code. The DBB process is as follows:
1) The city would hire a design firm to collaborate with city staff in determining the program, then design the building and site improvements, then complete the architectural plans and obtain building permits.
2) The permit drawings would then be the basis for general contractors to bid on. The city would select the lowest responsible bidder to complete the project.

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2 April 16, 2025
3) During the construction of the project the architect would typically have a construction management contract to review shop drawings and any change orders as well as conduct inspections to make sure the buildings are being built according to the permit drawings.
4) Any deviation from the plans or errors in the drawings or omissions would result in additional change orders to the city.
5) The city would have full ownership of the project throughout the process and be responsible for long-term maintenance once the project is completed.

The DBB process is a linear path as follows.

Under a DBB process each function of the project is separately contracted. A summary of the management tasks under each contract is as follows:

The primary advantages of using a DBB procurement are:
 Competitive tension in the bidding process ensures the city is getting the lowest possible price for the plans they have designed.
 politically it is easy to defend the low bid.

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3 April 16, 2025
The owner’s rep role in a DBB procurement is to help draft the multiple RFPs for services and manage the contracts during the construction phase. The owner’s rep helps ensure there are no scope gaps between the various contracts. The owner's rep or architect is also charged with field inspections, test & measurement, reviewing shop drawings and building commissioning unless there are separate contracts for those services. Finally, the owner’s rep assists city staff with reviewing change orders for reasonableness and validity. 2) Construction Manager at Risk CMAR)
The CMAR contract structure is also commonly used as a methodology to bring early builder involvement into a project to provide cost certainty well still preserving an ability to run low bid procurement after the predevelopment phase. Under this contract structure the city would hire a design team and simultaneously hire a contractor under a pre-development contract. During the pre-development phase the builder / CM would provide input to the design team including cost estimating, constructability feedback, value engineering, and logistics planning. Typically, this input is valuable in reducing project construction costs.

At the end of the pre-development period the builder would submit a guaranteed maximum price. The city could at that point choose to engage the builder to complete the project or otherwise pay for the predevelopment work and then take the plans to the market and hire the low bidder. Because there are two separate contracts for the predevelopment and the development work
The CM at Risk process is a linear path as follows.

Using the CMAR project delivery method, the CMAR Firm will support the design process and construct the Project in two phases.

1. Preconstruction Phase: The City will issue a contract with the CMAR Firm to provide Preconstruction Phase Services (as generally described in Attachment B, Scope of CMAR Services) to support the City’s Design Engineer in developing the design for the Project. During this phase, the Design Engineer will advance the design to the level of completion necessary to define the Project and will provide construction-ready documents prior to the initiation of the Construction Phase Services. When the Design Engineer’s design reaches approximately 60 percent completion, the CMAR Firm will present a construction schedule and an open book Guaranteed Maximum Price (GMP) to the City in accordance with the CMAR Agreement. The GMP will include the cost of the Construction Phase Work through commissioning and start-up, general conditions pricing, overhead, and profit as a percentage of the cost of the Construction Phase Work.

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4 April 16, 2025

2. Construction Phase: Should the City and CMAR Firm agree on the GMP, the Construction Phase Services will be authorized and initiated following City Council approval of an amendment to the CMAR Agreement. The CMAR Firm will procure all subcontractors and vendors, and will be responsible for the Project’s construction, startup, commissioning, operator training, performance testing, and warranty services as described in the CMAR Agreement.

Should the City and the CMAR Firm be unable to agree on a price for the Construction Phase Services, the City reserves the right to terminate the existing CMAR Agreement and begin negotiations with another CMAR Firm or direct the Design Engineer to complete the design and prepare construction documents for public bidding of the Project Under a CMAR process each function of the project is separately contracted, similar to a DBB process. A summary of the management tasks under each contract is as follows:

The primary advantages of using CMAR procurement are:
 Early contractor involvement to provide cost input during the design process.  Expedient procurement, which can accelerate the project.  No investment in upfront plans or specifications for bidding purposes required prior to beginning of the progressive process
The owner’s rep role in a CMAR process is a little lighter than their role in a DBB procurement since the builder is under a pre-construction contract during the design development. The owner’s rep will advise city staff in selecting the best qualified builder and architect and

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5 April 16, 2025
negotiating their contract. During construction they may have many of the same tasks as in a DBB process:
 field inspections,
 test & measurement,
 reviewing shop drawings,
 building commissioning, and
 assisting city staff with reviewing change orders for reasonableness and validity. 3) Progressive Design Build (PDB)
The PDB contract structure is allowed for local municipalities under California general law section 22185.1. This legislation specifically allows cities to select their design build team for project based on a best value process. Under the PDB process the city would hire a design build team based largely on their qualifications and track record in prior projects. This type of RFQ is faster and cheaper than going through a traditional RFQ / RFP process.

Once the design build team is on board, they would work collaboratively with city staff to define the program, phasing, and logistics. As the architectural plans were developed the contractor would provide regular updates on project costs so the city was well informed of how design choices were impacting the budget in real time.

It is important to note that the city retains the right to approve or reject the final plans under a design-build process if they don’t meet the project needs. A progressive design-build process mitigates the risk that plans will be rejected because city staff at the table throughout the design development. Additionally having an integrated design build team provides deep experience in value engineering constructability and the best form of cost control through the development process.

The point at which a guaranteed maximum price is specified by the builder is ultimately negotiable however as the plans are more fully developed the contingency that a builder includes in the price will drop down significantly. Under most progressive design build processes the GMP is specified relatively late in the process (usually shortly before or after building permits are obtained) to reduce contingency in the costs for the project.

At several points during the design process as plans are developed the construction manager will solicit bids from key trades getting updates along the way for real time accurate costing information which will allow the city to avoid cost overruns. Another key risk mitigator is that having builder involvement early on helps prevent errors and omissions in the plans and it ensures that the design is optimized for constructability and appropriately value engineered.

What are the phases of progressive design-build?

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6 April 16, 2025
Phase 1: Preliminary design & land use/entitlements, early budgeting Phase 2: Design completion, early procurement & final budgeting Phase 3: Construction
The PDB process is an expedited process as follows:

Under a PDB process the city can terminate at any point in the design by simply paying the team for planning and design costs incurred. For this reason the city could use a PDB process to advance the project and if building funds are not ultimately available, they could cancel the project without recourse. Under a PDB process the design and construction tasks are integrated under one contract reducing risk and simplifying the process for the city over a typical DBB process. A summary of the management tasks under each contract is as follows:

The primary advantages of using a PDB procurement are:

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7 April 16, 2025
 A fundamental advantage of progressive design-build is early collaboration with key partners. Builder, engineer, and architect cooperation at the beginning of the project enables them to uniquely work together to identify hurdles from the start, helping to reduce risk for the owner.
 Early contractor involvement to provide cost input during the design process.  Real time feedback on constructability and value engineering alternatives as plans are developed
 Genuine bids from sub-trades throughout the process providing an additional level of cost certainty.
 Expedient procurement, which can accelerate the project.  No investment in upfront plans or specifications for bidding purposes required prior to beginning of the progressive process.
 Additionally, engagement between the professional services team and the owner can inspire innovation and better bake the needs of the end user into the building.

The owner’s rep role in a PDB process is similar to their role in a CMAR. The owner’s rep will advise city staff in selecting the best qualified design-build team and negotiating their contract.

During construction the role of the owner's rep is a little lighter than in a CMAR or DBB process because of the risk transfer to the design builder. The owner’s rep’s tasks during construction would include:
 reviewing design packages and shop drawings for completeness and program compliance,
 assisting city staff with reviewing change orders for reasonableness and validity, and  coordinating building commissioning and moving.
4) Stipulated Sum Design Build (DB)
The DB contract structure is allowed for local municipalities under California general law section 22164. This legislation specifically allows cities to select their design build team for project on a best value process. The primary difference between a DB and PDB process is that under DB the city would need to develop a detailed program and output specifications. Under the DB process this is usually done by an owner's Rep once the owners are out of business elected they would work with city staff to define the program and create a clear list of requirements that designers would need to incorporate in their plans that includes basic things like square footage and adjacencies as well as more detailed technical specifications like provisions for compressed air tools mechanical lifts etcetera.

Once the detailed specifications were developed they would be used as the basis for bidding.

This ensures that the city's program would be met by all of the respondent teams and allows for a competitive bidding process much earlier in the project before plans were drawn. Bids are bonded and the price is fixed from the beginning. As in a PDB process, the city would retain approval rights over the plans.

The primary advantage of this stipulated some DB process is that it can create a design competition under a typical process the city would solicit an RFQ for shortlist for design build

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8 April 16, 2025
teams they would then shortlist from that pool the top view design build teams each of those teams would then submit a firm fixed price bid based on the plans and specifications the output specifications provided the DB teams would further take risk in design development and ensuring their no scope gaps and construction pricing escalation during the build process. A DB procurement would be advantageous in that it would produce design innovations, however design competitions generally require a stipend to loosing teams so the city would essentially be paying for the design initial design two to three times given the smaller size of the project and limited available funding this could be a challenge for the city art project as a standalone.

One importance consideration is that the city would need to have funding in place for the entire project (not just the design) under and DB contract, because contractors would bid a firm fixed price based on an expedited construction schedule and they would begin incurring significant cots immediately.

DB is an expedited process as follows, but not as fast as PDB due to the need to develop specifications and program for the bids:

A DB contract integrates design and construction under one contract reducing risk and simplifying the process for the city over a typical DBB process. A summary of the management tasks under each contract is as follows:

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9 April 16, 2025
The primary advantages of using a DB procurement are:
 Upfront firm fixed price.
 Contractor manages the design to ensure it meets price throughout the design process.

The owner’s rep role in a stipulated sum DB process is more involved than in a PDB process.

The owners Rep would typically help the city develop the technical specs output specifications for the project as part of the procurement documents for the design builder. During procurement they would also evaluate the technical compliance of the proposed designs against those standards and continue that role throughout the design development process as design packages were submitted. As in the other procurement methods the owner's Rep would also assist city staff with reviewing change orders for reasonableness and validity, keeping in mind that there are typically much less change orders in a stipulated sume DB process due to the risk transfer and upfront pricing commitment.

Differences Between PDP and DB Procurement
Aspect Design Build Progressive Design Build
Design Build
Approach
Design-Builder introduced after
developing basis of design
Design-Builder introduced at an early stage,
works with owner to create design basis
Collaboration Limited collaboration Fosters collaborative environment early in the project
Pricing Model Lump-Sum Price Proposal Open-Book Accounting Decision Making Owner makes decisions based on
documents and consultant input
Owner makes value-based decisions
supported by builder’s cost and schedule
models
Risk Allocation Owner retains Spearin liability Transfers risk from owner to Design-Builder Subcontractor
Selection
Owners are not involved in
procurement and selection of
subcontractors
Owners can choose to be actively involved
in subcontractor procurement and selection
Selection
Methodology Price-Based Selection Qualifications-Based Selection Change Orders
Susceptibility Susceptible to Change Orders Guaranteed Maximum Price (GMP) ensures Cost Reliability Off-Ramping Easier Off-Ramping Riskier Off-Ramping

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10 April 16, 2025
A key distinction of PDB from traditional design-build is the collaboration of the owner, builder, architect, and engineer during the preliminary design phase to establish the project scope.

As the project advances, work is awarded progressively to additional trade partners based on the scope jointly agreed upon by the owner, builder, and designers.

One of the key drawbacks to traditional DB is the reliance on the lump-sum price proposed by the winning team, which includes significant contingencies to cover unknown project risks. With PDB, the contractor and key subcontractors are involved early in the design to recommend the most cost effective systems, materials, and methods. When the owner and design-builder are confident the design reflects the project goals and risks have been reduced, usually between 50% and 75% design completion, the parties then negotiate a guaranteed maximum price (GMP) that reflects the lowered risk. Since the contractor and key subs have been involved in the design process from the start, they will have had many opportunities to identify/mitigate risk and evaluate the constructability of the design. Thus, PDB reduces the likelihood of change orders, provided that the owner does not change the scope after the Guaranteed Maximum Proce (GMP) is fixed

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Site Information
Site Area 52,000 SF
Existing Building 28,000 SF
5 FT Setback Area along Private
Properties
2,340 SF
Proposed Parking Spaces 155
Costs Estimation
Description Unit Unit Cost($) Quantity Total($)
Demolition(CMU wall, slab,
foundation and grading)
SF 18 28,000 504,000.00
Paving (4" base course and 2" cap) SF 9 48,500 436,500.00 Landscape EA 30,000 1 30,000.00
Lighting EA 25,000 4 100,000.00
LID System (Drywell & Sump Pump) EA 150,000 1 150,000.00 Parking Pay Station EA 10,000 2 20,000.00
Striping (Thurmo) EA 60,000 1 60,000.00
PCC Curb LF 70 460 32,200.00
Retaining Wall LF 350 240 84,000.00
Survey EA 25,000 1 25,000.00
Soft Cost(Design, Utility, CM) EA 150,000 1 150,000.00
Subtotal $ 1,591,700.00
Contingency 25% $ 397,925.00
Total 1,989,625.00
City Hall Parking - Surface Lot at Self Storage

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Summary
Per Space Total
# of Spaces full time 133
# of Spaces part time 69
Annual Revenue $ 2,644 $ 534,000
Costs $ 12,836 $ 1,989,625
Cash on hand $ 404,600
Amount financed $ 1,585,025
Annual Debt Service $ 665 $ 103,108
Annual Income after debt $ 1,978 $ 430,892 22%
Current Income $ 267,500
$ 163,392
Detail 12 year ROI
Program
# spaces per layout 155
# staff & fleet spaces at self storage 22
Net Full time spaces 133
Spaces at City Hall 47
Staff spaces at Self Storage 22
Net Part time Spaces 69
Costs $/space Total
Per Joe's est 12,836 1,989,625
Less: One time funds $ 404,600
Net to finance 1,585,025
Financing
Rate 5%
Term 30
Amount Financed $ 1,585,025
Annual debt service $ 103,108
I/O debt service $ 79,251
Revenue
Annual Per full time 155 $ 3,000
$ 465,000
Annual after hours 69 $ 1,000
$ 69,000
$ 534,000
Parking Model Option - Surface lot at Self Storage Return on Investment

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City of Hermosa Beach - Department of Public Works
Estimated CIP Project Schedule
Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun 607 Records Center Renovation 2 16 18
538 Citywide Park Master Plan 2 12 12 12 12 50
696 Police Station Improvements 55 35 20 20 10 140
616 Bard Trailer Improvements 44 24 20 10 98
109 Utility Box Wrappings 6 12 12 12 10 10 10 10 10 92
111 Gateway and Wayfinding Signs Assessment 9 15 20 40 25 30 139 617 Civic Center Charging Stations 8 8 8 8 4 36
620 City Wide Roof Repair 20 20 10 15 15 15 20 10 125
605 City Facilities Condition and Needs Assessment 2 2 2 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 5186 438 Stormwater Dry Wells Assessment 8 8 8 20 20 20 20 40 40 10 30 40 80 80 40 40 80 80 80 50 40 30 30 30 40 80 115 50 50 50 90 50 40 80 40 40 20 10 1679 421 Annual Sewer Improvements 20 20 20 40 80 80 75 75 65 65 70 70 15 40 20 740 689 Clark Building Renovations 90 50 50 45 84 75 70 60 60 60 60 40 20 20 784 502 Greenbelt Pedestrian Trail 80 50 20 40 80 70 40 40 40 40 20 20 604 City Wide ADA Improvements
194 Annual Striping Improvements
164 Hermosa Avenue Green Street 20 20 20 20 40 20 20 20 20 20 20 20 20 20 40 20 20 30 25 20 455 624 CDBG Improvements 40 20 40 80 40 30 20 20 10 300
422 Annual Storm Drain Improvements (Greenbelt at 5th) 8 6 12 20 20 20 60 40 20 5 5 216 682 Parking Lot D Improvements 55 40 80 40 20 40 70 40 40 40 40 40 40 20 20 10 699 Parking Structure (Lot C) Improvements 30 20 30 40 35 20 35 20 35 55 40 35 40 40 45 40 20 580 603 South Park Slope and Irrigation Repairs 10 10 30 50 40 20 40 55 75 55 55 40 40 20 540 424 Annual Storm Drain Improvements (Bard Street) 20 15 15 20 40 40 40 40 40 30 15 315 623 Pier Structural Inspection Design, Inspection, and
Permitting
12 16 20 20 20 30 30 30 40 30 30 70 80 30 25 20 30 40 20 25 40 50 708 619 Kelly Court Renovations 8 8 7 24 15 35 60 20 40 20 40 40 80 40 40 40 30 20 567 113 Pay-By-App Parking Signage PHASE II 8 8 8 8 8 8 48
105 Annual Street Improvements 50 40 80 30 25 40 30 50 95 40 40 40 40 40 90 80 60 55 50 50 20 10 695 Parking Lot A Improvements
685 Real Time Crime Center 20 20 80 80 80 80 80 80 40 20 40 80 80 80 80 40 40 40 1060 143 PCH Mobility Improvement Project PHASE II 2 2 2 4 4 4 4 10 10 10 15 15 15 15 15 20 20 20 20 20 20 20 20 20 20 20 20 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 40 40 40 40 40 40 4537 615 New Corporate Yard Facilities 50 70 75 65 100 165 170 170 175 150 145 155 165 145 150 180 165 190 170 200 150 140 120 70 80 140 140 150 180 160 160 160 160 160 160 80 40 20 4790 102 Bus Stop Improvements PHASE II 70 80 70 70 70 70 90 80 100 80 80 80 40 30 30 160 120 180 155 160 100 80 40 20 193 Pedestrian Crossing Safety Improvements PHASE II
618 Tsunami Siren 4 4 4 4 4 8 8 8 8 8 8 8 8 8 8 8 8 116 423 Annual Sewer Improvements 20 20 40 45 55 50 80 40 40 60 90 30 40 40 20 40 80 80 90 80 110 80 75 90 120 40 20 1575 610 Fort Lots-O-Fun Wall and Gate Improvements 20 40 60 70 70 60 70 60 40 20 40 100 100 80 80 40 20 970 112 City Sidewalk Improvements 10 20 40 40 4 30 30 20 80 60 35 30 80 40 40 20 40 80 40 55 45 40 40 20 925 625 City Wide ADA Improvements 20 40 40 60 80 60 60 60 40 20 40 80 90 60 70 40 20 880 417 Annual Storm Drain Improvements 40 50 60 100 100 40 50 85 70 40 40 40 40 40 20 30 120 90 90 55 150 170 40 20 1580 621 Comprehensive Downtown Lighting Design 30 30 50 30 30 40 30 30 50 60 380 503 City Park Lighting Conceptual Design 20 40 20 60 80 30 25 80 60 415 692 14th Street Beach Restroom Rehabilitation - DESIGN
ONLY
30 40 40 60 100 130 140 90 80 120 120 120 120 80 2230
TBD 20 25 50 85 80 80 80 40 40 20 20 40 40 60 70 70 55 30 65 40 20 780 20 25 40 40 40 50 55 55 50 50 20 40 40 60 70 80 780
TBD FUTURE CDBG PROJECTS 10 55 30 55 30 30 40 80 40 40 40 20 470 FUTURE ANNUAL ADA PROJECT 20 40 30 50 50 55 75 70 40 20 40 80 90 60 70 800 TBD FUTURE ANNUAL SIDEWALK PROJECTS 20 40 20 80 40 80 40 80 40 40 20 40 880 TBD FUTURE PIER DECK REPAIRS 20 60 30 100 90 90 90 120 60 45 80 65 80 40 20 20 1010 Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Total Hours Needed 492 492 495 637 637 632 707 703 704 705 704 699 704 702 677 706 706 706 706 698 708 708 708 703 688 708 708 705 705 705 700 705 705 705 705 705 705 705 705 705 705 705 705 465 365 200 320 320 350 310 310 Current Staff Capacity (Hours) 496 496 496 637 637 637 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 Availability (Defecit) - Current Staff (Hours) 4 4 1 0 0 5 1 5 4 3 4 9 4 6 31 2 2 2 2 10 0 0 0 5 20 0 0 3 3 3 8 3 3 3 3 3 3 3 3 3 3 3 3 243 343 508 388 388 358 398 398 Assumptions: Legend:

Administrative staff is available to assist engineers with tasks such as making copies, answering phones, preparing invoices and contracts, etc. Preparation of request for proposals or on-call task order.

PW engineers manage consultant design teams, oversee construction, write staff reports, develop RFPs, etc. Evaluation, conceptual design, or final design. 1700 hours total annual availability per engineer (2080 hours minus holidays, vacation, and sick time). Advertisement for construction, including bid document preparation, advertisement, bid review, and award of contract at City Council.

Project close out, including final invoicing, documentaion, reporting to grant agencies.

Fixed schedule due to public safety need, grant timeline, or regularotry requirements.

CIP
No. Project Name
FY 23-24 FY 24-25 FY 26-27 FY 27-28 Staff Labor E
Q4 Q1 Q2 Q3 Q4 Q1 Q2
FY 25-26
Q3 Q4 Q1 Q2 Q3 Q4 Total Q1 Q2 Q3 Q4
540
2055
1015

FUTURE ANNUAL PAVING PROJECTS
FY 23-24 FY 25-26 FY 26-27 FY 27-28
Q4 Q1 Q2 Q3 Q4 Q1
FY 24-25
Q2 Q3 Q2 Q4 Q1 Q2 Q3 Q4
Full staffing assumes 10 engineers average approximately 50% of availability for CIPs (0.5*1700)/12 = 70.8 hours monthly per engineer, therefore 708 hours total monthly availability for CIP work in the engineering team. Current staffing levels as of April 2024 are 6 (60%). This schedule assumes reaching full staffing levels (100%) by Oct 2024. Actual schedules are subject to change. depending on staffing.

Q4 Q1 Q3
FY 2024-2025

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City of Hermosa Beach | Page 1 of 14
Meeting Date: April 22, 2025
Staff Report No. 25-PW-026
Honorable Mayor and Members of the Hermosa Beach City Council REVIEW OF CIP 619–KELLY COURTS IMPROVEMENTS
CEQA: The Project is exempt under the California Environmental Quality Act (“CEQA”) pursuant to CEQA Guidelines section 15301 (Existing Facilities) and section 15302 (Replacement and Reconstruction). The proposed work is an alteration of existing public structures or facilities involving no expansion of existing use. The proposed work consists of reconstructing existing court structures to current standards where the new courts will be located on the same site as the structure replaced and will have the same purpose and capacity as the structure replaced. No exceptions to the CEQA exemption apply.
(Public Works Director Joe SanClemente)
Recommended Action:

Staff recommends City Council:

1. Review Capital Improvement Program (CIP) Project 619–Kelly Court Improvements; and

2. Authorize the Director of Public Works to readvertise CIP 619–Kelly Courts Improvements.

Executive Summary:

CIP 619, Kelly Court Improvements, addresses critical safety issues, facility degradation, and accessibility concerns at the Kelly Courts. The project also aims to restore two closed pickleball courts, expand capacity, and bring all court facilities up to modern standards.

At its February 25, 2025 meeting, City Council rejected all construction bids for the project and directed staff to obtain additional feedback from the Parks, Recreation, and Community Resources Advisory and Public Works Commissions to review the project and provide feedback before determining the next steps. Without action, the courts would continue to deteriorate, and community investments already made in design and bidding, estimated at $250,000, would be at risk. Both commissions unanimously recommend Council advance CIP 619 as currently designed. The Parks, Recreation, and Community Resources Advisory Commission also recommended reconvening the Pickleball Stakeholders Focus Group.

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City of Hermosa Beach | Page 2 of 14
Background:

Summary
Pickleball is a racquet sport that combines elements of tennis, badminton, and ping pong and has substantially grown in popularity continuously over the last decade. The sport experienced rapid growth over the past decade and is in high demand among Hermosa Beach residents.

Following extensive community engagement for over two years, City Council approved converting one of the two Kelly Tennis Courts at the Clark Complex into four dedicated pickleball courts at its March 28, 2017 meeting. The Kelly Pickleball Courts opened to the public in May 2017.

Two courts closed in 2020 due to safety issues stemming from site constraints and deferred maintenance. In response, staff developed CIP 619, which was approved in the FY 2022–23 budget as a resurfacing and reconfiguration project. The scope later expanded in FY 2023–24 to include lighting upgrades, Americans with Disabilities Act (ADA) compliant pathways, and modernization of all court types at the facility.

Pickleball Stakeholders Focus Group Development and Outcomes (Change in Use Policy and Hours of Use)
Following the opening of the Kelly Pickleball Courts, due to the nature of the sport and its use of equipment that produces a “popping” noise, staff received ongoing feedback from nearby residents on the noise impacts.

Staff and the former Department Use Policies Subcommittee (DUPS) of the Parks, Recreation, and Community Resources Advisory Commission performed extensive research and made several recommendations to the Parks, Recreation, and Community Resources Advisory Commission on various noise mitigation solutions with no resolve for over three years.

Staff and DUPS formed a Pickleball Stakeholders Focus Group consisting of representatives from the local neighborhood and pickleball community. The purpose of the stakeholder group was to discuss viable solutions to limit noise impacts to the nearby residents while providing use of the pickleball courts during preferred times by the pickleball community.

At its June 2, 2021 meeting, staff and DUPS recommended the Parks, Recreation, and Community Resources Advisory Commission recommend to City Council the approval of updated use policies and hours, formed with the Pickleball Stakeholders Focus Group.

The Parks, Recreation, and Community Resources Advisory Commission recommended City Council approve the updated use policies and hours with slight revisions.

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City of Hermosa Beach | Page 3 of 14
At its July 13, 2021 meeting, City Council approved the Parks, Recreation, and Community Resources Advisory Commission’s recommendation on the updated use policies but revised the hours, allowing for more hours for use of the courts than initially recommended by the Commission. The approved hours, which remain current to this day, are:
 Sunday: closed
 Monday: closed
 Tuesday: 9:00 a.m. through 9:00 p.m.
 Wednesday: 9:00 a.m. through 4:00 p.m.
 Thursday: 9:00 a.m. through 9:00 p.m.
 Friday: 9:00 a.m. through 4:00 p.m.
 Saturday: 9:00 a.m. through 4:00 p.m.

The hours provided the pickleball community with access to the pickleball courts during the most desired times, and relief to the nearby residents two days a week, and several evenings. Attachment 1 is the approved use policy, which also remains current to this day.

At its November 2, 2021 meeting, staff presented a report to the Parks, Recreation, and Community Resources Advisory Commission on the effectiveness of the adopted use policies and hours. Staff reported the feedback was limited to three members of the pickleball community sharing dissatisfaction with the use hours, one nearby resident sharing gratitude for the use hours, and one nearby resident sharing reports of the courts being used outside of the use hours. The limited feedback following the implementation of the new use policies and hours in comparison to the level of feedback regarding noise impacts staff received prior demonstrated the effectiveness of the consensus-building efforts of the Pickleball Stakeholder Group. The Parks, Recreation, and Community Resources Advisory Commission received and filed the report.

Since the staff’s report at the November 2, 2021 meeting, staff received feedback from members of the pickleball community demonstrating its dissatisfaction with the limited court use hours and the two temporarily closed pickleball courts. Staff continues to receive reports from one nearby resident regarding the pickleball courts being used outside of the adopted court use hours. Residents are encouraged to report incidents so they can be tracked and enforced. Staff has not directly received any additional feedback or concern about noise impacts.

Additionally, members of the pickleball community expressed how difficult it is to secure play time at the two open courts. The courts are available for reservation by residents who obtain a pickleball membership at an annual rate, and reserved hours incur an hourly use fee. Without a reservation, the courts are available on a drop-in basis, free of charge.

However, the courts are reserved 98 percent of the time, and obtaining a reservation is

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City of Hermosa Beach | Page 4 of 14
very difficult due to the high demand. There are currently 271 members of the Hermosa Beach Pickleball Membership Program.

Current Conditions
The Kelly Courts, including pickleball, tennis, and basketball facilities, are currently worn, outdated, and do not meet recreational standards. Specific issues include:
 Dimensional noncompliance: Current layouts do not meet standards by USA Pickleball or the American Institute of Architects.
 Surface degradation:
o Pickleball courts last resurfaced in 2017 (recommended every 5 years) o Tennis court last resurfaced in 2016 (recommended every 4–8 years) o Basketball court last resurfaced in 2018 (recommended every 5 years)  Two pickleball courts remain closed due to safety concerns.

CIP 619–Kelly Court Improvements
In the Summer of 2020, two of the four pickleball courts were temporarily closed and fenced off due to safety concerns. To address the concerns, staff recommended CIP 619, Kelly Court Pickleball Resurfacing, to City Council at the Fiscal Year 2022–23 CIP Study Session on April 21, 2022. The project would include resurfacing and a design to determine the feasibility of reopening the two temporarily closed courts through reconfiguration. At its June 29, 2021 meeting, City Council approved the CIP as part of the FY 2022–23 Adopted Budget and CIP.

The project scope includes:
 Resurfacing and restriping all courts;
 Replacing failing walls and fencing;
 Installing noise-reducing windscreens;
 Upgrading lighting to meet current standards;
 Replacing basketball infrastructure; and
 Constructing an ADA-compliant path from the adjacent lot.

The completed project would provide a revitalized recreational hub with four pickleball courts, one tennis court, and two basketball courts—safe, accessible, and compliant with modern standards.

CIP 619 Workshopping
Staff annually provides the Parks, Recreation, and Community Resources Advisory Commission with an overview of established CIPs related to the purview of the Commission and the Community Resources Department before the upcoming budget is adopted. At its April 17, 2023 meeting, the Parks, Recreation, and Community Resources Advisory Commission provided input that it deemed the CIP 619–Kelly Court Pickleball Resurfacing a high-priority project.

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City of Hermosa Beach | Page 5 of 14
Over time, the usage and exposure to environmental elements at not only the Kelly Pickleball Courts, but the adjacent tennis court and basketballs led to noticeable wear and tear on all the court surfaces and fencing. As part of the preliminary design for CIP 619, Kelly Court Pickleball Resurfacing, staff also identified other dimensional constraints within the facility that need to be resolved to alleviate safety concerns, as well as lighting improvements to current standards, deferred maintenance needs, and compliance with current accessibility requirements. Staff presented to City Council a revised scope of work at its FY 2023–24 CIP Study Session on April 20, 2023, for CIP 619 to include the resurfacing and reconfiguration of all courts amongst several other upgrades. At its June 13, 2023 meeting, City Council approved the revised scope of work for the CIP, now titled CIP 619–Kelly Court Improvements. The project was further described at the April 18, 2024, CIP Study Session including the detailed timeline for the final design phase planned for completion and the project advertised for construction in FY 2024–25 as part of the Tentative Estimated CIP Schedule (Attachment 2).

At its November 12, 2024 meeting, City Council approved and adopted the 2024 Parks Master Plan which underwent a robust community engagement process, including participation by a Parks Master Plan Subcommittee consisting of four Commissioners, two from the Parks, Recreation, and Community Resources Advisory Commission and two from the Public Works Commission, community meetings, and a Joint Commission meeting held on October 29, 2024. The Parks Master Plan highlighted the growing demand for pickleball and the desire for additional facilities, while also acknowledging concern about noise and the need to balance the schedule for open play, reservations, and programming. As part of the process, staff highlighted efforts to advance CIP 619– Kelly Court Improvement that would restore the use of all four courts as part of overall necessary improvements to the larger Kelly Courts facility.

Public Works dedicated engineering staff, in coordination with Community Resources, worked to complete the final design of the CIP in December 2024 and advertised the project for construction on December 12, 2024. On January 21, 2024, the City received bids from six contractors, and then staff worked to review the bids and make a recommendation to City Council.

At the February 25, 2025 City Council meeting, staff requested approval to award a construction contract for CIP 619–Kelly Court Improvements, which would allow the City to re-open the two temporarily closed pickleball courts following the completion of the project.

City Council did not approve the award of the construction contract, rejecting all bids, and directed staff to provide an additional opportunity to the Parks, Recreation, and Community Resources Advisory Commission and Public Works Commission to review the project and provide feedback. Should Council direct staff to advance the designed improvements, staff would be required to readvertise the project.

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City of Hermosa Beach | Page 6 of 14
At the April 1, 2025 Parks, Recreation, and Community Resources Advisory Commission meeting, staff presented a report for CIP 619–Kelly Court Improvements for the Commission to review the project and provide feedback. The Commission unanimously agreed to move forward with the CIP 619–Kelly Court Improvements Project, as well as recommend to reconvene the Pickleball Stakeholders Focus Group to discuss viable solutions to limit noise impacts to the nearby residents while providing use of the pickleball courts during preferred times by the pickleball community, such that the Public Works Commission and City Council recommend the project be readvertised for construction and moves forward with the project as designed.

At its April 9, 2025 meeting, the Public Works Commission received a staff presentation on Capital Improvement Project (CIP) 619–Kelly Court Improvements. Staff informed the Commission of the outcome of the April 1, 2025, Parks, Recreation, and Community Resources Advisory Commission meeting, during which that Public Works Commission unanimously supported moving forward with the project.

During the discussion, the Public Works Commission thoroughly reviewed the proposed project plans, with particular attention to compliance with applicable standards, opportunities for improved acoustics, and the history of previous meetings held with both the Parks, Recreation, and Community Resources Advisory Commission and City Council. The Public Works Commission acknowledged that the project improvements were designed to meet regulatory requirements, reflected the findings of prior sound studies and research on soundproofing materials, and were subject to multiple rounds of review and public discussion throughout the design phase. Following deliberation, the Public Works Commission voted unanimously to recommend moving forward with CIP 619–Kelly Court Improvements.

Past Commission and Council Actions
Meeting Date Description
December 2, 2014
Staff presented to the Parks, Recreation, and Community Resources Advisory Commission three resident requests to convert the two Kelly Tennis Courts into dual-use courts allowing for tennis and pickleball play. The commission requested staff to advance consideration of the request through a public hearing at a future meeting.

February 3, 2015
The Parks, Recreation, and Community Resources Advisory Commission, through a public hearing, requested staff
researching alternate locations for dual-use tennis and pickleball courts and return to the Commission through a public hearing to present its findings.

August 2, 2016
Staff presented to the Parks, Recreation, and Community Resources Advisory Commission two new resident requests to convert only one Kelly Tennis Court into a dual-use tennis

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City of Hermosa Beach | Page 7 of 14
Meeting Date Description
and pickleball court. The Commission requested staff to return with the request through a public hearing at a future meeting.

November 1, 2016
Through a public hearing, staff presented their findings to the Parks, Recreation, and Community Resources Advisory
Commission on an alternate location that may be considered for dual-use tennis and pickleball courts, the Edith Roadway Park outdoor basketball court. However, the alternate
location was not supported by the pickleball community due to the basketball court’s surfacing and concern about the distance between the court’s poles and the play area needed for pickleball. The Commission recommended City Council approve converting one of the Kelly Tennis Courts into a dualuse tennis and pickleball court.

January 3, 2017
Through a public hearing, staff presented to the Parks, Recreation, and Community Resources Advisory
Commission a revised request from the residents who had recently requested converting one Kelly Tennis Court into a dual-use tennis and pickleball court. The revised request was to convert one of the Kelly Tennis Courts for pickleball play only, allowing four pickleball courts. The Commission
requested staff research and provided a recommendation on which location would be most ideal to convert a tennis court into four pickleball courts, the Kelly Tennis Courts or Community Center Tennis Courts.

February 7, 2017
Staff presented their findings to the Parks, Recreation, and Community Resources Advisory Commission on which
location would be most ideal to convert a tennis court into four pickleball courts, the Kelly Tennis Courts or Community Center Tennis Courts. Staff determined the Community
Center Tennis Courts had a higher usage rate and that
distance from the nearest residence at the Kelly Tennis Courts was further, and likely any noise impacts would be greater at the Community Center Tennis Courts if one of the tennis courts were converted to a pickleball court. The Commission requested staff return with a public hearing for the Commission to consider a recommendation to City
Council to convert the West Kelly Tennis Court to four
pickleball courts.

March 7, 2017 Through a public hearing, the Parks, Recreation, and Community Resources Advisory Commission recommended

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Hermosa Beach City CouncilApril 22, 2025

Hermosa Beach City Council
April 22, 2025