Agenda — Fountain Valley City Council, May 17, 2022 (part 2 of 4)

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 158 10135 EL ARBOL AVE OAK ST EAST END E 2 C5b 669 36 24,084 4/28/22 80 82 18 0 6/1/10 Overlay - AC Structural 192 10169 EL PORTAL CIR BUTTONWOOD ST EAST END E 2 D4b 912 36 35,282 4/21/21 80 83 17 0 6/1/10 Overlay - AC Fabric 1009 10968 ELLIS FRONTAGE #1 SANTA CARLOTTA ST SANTA ALBERTA CIR E 2 B6b 740 27 19,980 4/25/22 80 60 40 0 7/1/11 Overlay - AC Structural 247 10219 GARDENIA AVE DAISY AVE BUSHARD ST E 2 C3a 2,222 36 79,992 4/23/21 80 54 9 37 6/17/08 Surface Treatment - Slurry Seal 263 10233 GRACKLE AVE PLUMOSA ST PRUNUS ST E 2 C7a 992 36 35,712 4/21/22 80 100 0 0 5/25/03 Surface Treatment - Chip Seal 317 10283 LA AMAPOLA AVE KONIGSMARK ST CASHEW ST E 2 D5b 1,357 36 48,852 4/21/21 80 52 12 36 5/26/01 Surface Treatment - Slurry Seal 324 10290 LA BAYA AVE SANTA ISABEL ST SANTA MARIA ST E 2 B4b 320 36 13,620 4/26/21 80 77 23 0 6/13/08 Surface Treatment - Slurry Seal 911 10867 LILAC AVE HARBOR BLVD RICHARDSON ST E 2 H1b 1,649 60 98,940 4/22/22 80 89 11 0 9/1/09 Overlay - AC Structural 428 10389 MALLARD AVE PALM ST COTTONWOOD ST E 2 C7a 926 36 34,272 4/25/22 80 73 27 0 5/26/03 Surface Treatment - Chip Seal 448 10408 MC GEE RIVER CIR MT. CITADEL ST EAST END E 2 G3b 335 33 12,530 7/13/20 80 39 0 61 6/1/16 Overlay - AC Structural 476 10434 MT BALDY CIR NORTH END SOUTH END I 2 F6a 848 36 34,124 4/22/21 80 91 9 0 8/1/09 Overlay - AC Structural 596 10550 PERALTA RIVER CIR MT. HENRY ST EAST END E 2 D4b 203 33 10,054 4/21/21 80 89 0 11 5/31/01 Surface Treatment - Slurry Seal 603 10557 PHILLIPS AVE FOSTER ST BROOKHURST ST E 2 D6a 1,005 32 33,096 5/1/19 80 50 0 50 8/1/09 Overlay - AC Structural 608 10561 PINYON CIR GARDENIA AVE CDS E 2 C3a 410 36 16,235 4/23/21 80 84 16 0 5/1/08 Unknown Activity 726 10670 SANTA EUGENIA ST THAMES RIVER AVE SEINE RIVER AVE E 2 B6b 500 35 21,100 4/25/22 80 76 20 4 7/1/11 Overlay - AC Structural 743 10687 SANTA MARIANA ST TALBERT AVE LA ROCA AVE E 2 B5b 811 36 30,202 4/28/22 80 77 23 0 7/1/11 Overlay - AC Structural 758 10702 SANTA VERONICA CIR ELLIS AVE NORTH END E 2 B6b 555 33 21,375 4/25/22 80 71 29 0 7/1/11 Overlay - AC Structural 767 10711 SHAMROCK AVE BUSHARD ST BANANA ST E 2 D2a 1,830 36 67,760 3/19/20 80 70 21 9 3/1/22 Surface Treatment - Slurry Seal 824 10760 TAMARIND ST ELLIS AVE TOUCAN CIR E 2 D6b 1,161 36 41,796 7/13/20 80 76 0 24 6/1/12 Overlay - AC Structural 832 10768 TETON CIR SOUTH END EAGLE AVE E 2 E7b 404 36 15,800 3/3/20 80 90 9 1 6/13/08 Unknown Activity 889 10822 WREN AVE SANTA YNEZ ST SANTA RAMONA ST E 2 B7a 279 36 10,980 4/25/22 80 73 25 2 7/1/11 Overlay - AC Structural 895 10826 ZINNIA AVE SEQUOIA ST APPLE ST E 2 D3a 260 36 11,240 4/22/21 80 77 23 0 6/13/08 Surface Treatment - Slurry Seal 3 10002 ACKLAY CIR WEST END KONIGSMARK ST E 2 D5b 352 32 11,264 4/21/21 81 100 0 0 5/25/01 Surface Treatment - Slurry Seal 39 10033 BECHLER RIVER AVE WARD ST AMISTAD ST E 2 F6b 517 36 19,548 5/1/19 81 100 0 0 5/25/02 Surface Treatment - Chip Seal 85 10072 CANARY AVE SANTA YNEZ ST SANTA CARMELA ST E 2 B7a 605 36 22,716 4/1/22 81 82 18 0 7/1/11 Overlay - AC Structural 976 10932 CAPITOL REEF CT CORRAL RIVER CT COYOTE RIVER CT E 2 E6a 152 22 3,344 5/1/19 81 47 51 2 6/1/12 Overlay - AC Structural 100 10085 CASHEW ST TALBERT AVE NORTH END E 2 D5b 1,297 36 46,692 4/21/21 81 57 43 0 5/25/01 Surface Treatment - Slurry Seal 122 10105 CORDATA ST SHRIKE AVE TANAGER AVE E 2 C7b 1,296 36 46,656 4/21/22 81 97 0 3 5/25/03 Surface Treatment - Chip Seal 166 10143 EL CERRO CIR WEST END SANTA MARIANA ST E 2 B5b 183 33 9,039 4/29/22 81 89 11 0 7/1/11 Overlay - AC Structural 175 10152 EL COSTA CIR WEST END SANTA MARIANA ST E 2 B5b 183 33 9,099 4/29/22 81 83 17 0 7/1/11 Overlay - AC Structural 194 10171 EL PUEBLO AVE BEECH ST BUSHARD ST E 2 C5a 582 36 23,052 4/22/22 81 34 66 0 6/1/10 Overlay - AC Structural 202 10177 EL SOL CIR WEST END POPLAR ST E 2 C4b 150 36 8,460 5/6/19 81 100 0 0 5/25/01 Surface Treatment - Slurry Seal 209 10183 EL VALLE AVE OAK ST CHESTNUT ST E 2 C5a 963 36 38,868 4/22/22 81 88 12 0 6/1/10 Overlay - AC Structural 379 10344 LAS FLORES ST FALCON AVE ELLIS AVE E 2 E7a 1,316 36 47,376 3/5/20 81 53 47 0 6/13/08 Surface Treatment - Slurry Seal 390 10356 LIVE OAK CIR LA LINDA CIR NORTH END E 2 C5a 454 36 16,344 4/29/22 81 75 25 0 6/1/10 Overlay - AC Structural 447 10407 MC ELWEE RIVER CIR WEST END MT. STEWART CIR E 2 C6b 317 32 11,400 4/29/22 81 78 22 0 5/31/03 Surface Treatment - Slurry Seal 505 10464 MT HERRMANN ST SLATER AVE NEWHOPE ST I 2 G5a 1,339 46 60,814 3/5/20 81 100 0 0 1/1/80 New Construction - Initial 528 10486 MT NORBY CIR EAST END TALBERT AVE E 2 C6a 396 32 15,800 4/29/22 81 84 16 0 5/31/03 Surface Treatment - Slurry Seal 561 10516 OAK CIR GARDENIA AVE CDS E 2 C3a 410 36 16,235 4/23/21 81 90 10 0 6/13/08 Unknown Activity 563 10519 OAK ST TALBERT AVE EL CAMINO AVE E 2 C5b 1,431 36 51,516 4/22/22 81 67 31 2 6/1/10 Overlay - AC Structural 563 10988 OAK ST EL CAMINO AVE EL VALLE AVE E 2 C5a 1,021 36 37,506 4/22/22 81 85 12 3 6/1/10 Overlay - AC Structural 573 10527 ORIOLE AVE ACACIA ST WALNUT ST E 2 C7b 297 36 11,628 4/22/22 81 87 10 3 1/1/80 New Construction - Initial 577 10531 OTTER RIVER CIR SECOND ST EAST END E 2 C6a 450 32 15,656 4/25/22 81 83 17 0 5/31/03 Surface Treatment - Slurry Seal 585 10539 PALMETTO CIR SWIFT AVE NORTH END E 2 C6a 500 33 17,756 4/25/22 81 75 25 0 5/31/03 Surface Treatment - Slurry Seal 631 10581 RECREATION CIR MAGNOLIA ST EAST END E 2 C3b 673 36 25,703 4/23/21 81 56 44 0 5/1/08 Unknown Activity 678 10624 SAN FELIPE ST ROBIN AVE PHEASANT AVE E 2 E7a 901 36 34,308 3/5/20 81 62 38 0 6/13/08 Unknown Activity 696 10641 SAN RAFAEL ST LA QUINTA CIR SOUTH END E 2 E5b 1,667 36 58,932 4/29/19 81 89 0 11 7/1/11 Overlay - AC Structural 714 10658 SANTA CARMELA ST CANARY AVE MARTIN AVE E 2 B7a 398 36 15,264 4/1/22 81 100 0 0 7/1/11 Overlay - AC Structural 725 10669 SANTA ELISE ST EL PRESIDENTE AVE EL LAGO AVE E 2 B5a 288 36 13,968 4/28/22 81 78 22 0 7/1/11 Overlay - AC Structural 1600 10827 SANTA PAULA ST EL LAGO AVE EL CAPITAN AVE E 2 B5a 296 36 10,656 4/28/22 81 74 26 0 7/1/11 Overlay - AC Structural 761 10705 SARA RIVER CIR WEST END MT. STEWART CIR E 2 C6b 319 32 11,464 4/29/22 81 76 24 0 5/31/03 Surface Treatment - Slurry Seal 763 10707 SECOND ST HELM AVE TALBERT AVE E 2 C6a 1,349 36 49,500 4/22/22 81 73 27 0 1/1/80 New Construction - Initial 779 10723 SISKIN AVE PLUMOSA ST PRUNUS ST E 2 C7a 986 36 36,432 4/21/22 81 100 0 0 5/31/03 Surface Treatment - Chip Seal 806 10744 SUNBIRD AVE SANTA MARIANA ST SANTA IRENE ST E 2 B7a 545 36 21,492 4/1/22 81 100 0 0 7/1/11 Overlay - AC Structural 7008 10836 TOUCAN CIR JACARANDA ST EAST END E 2 D6b 420 33 15,116 7/13/20 81 70 30 0 6/1/12 Overlay - AC Structural 849 10784 TULE RIVER CIR WEST END SANTA ISADORA ST E 2 B7a 144 30 5,076 4/1/22 81 78 22 0 7/1/11 Overlay - AC Structural 879 10812 WILLOW CIR DAISY AVE CDS E 2 C3b 395 36 15,695 4/23/21 81 62 9 29 6/13/08 Unknown Activity 25 10022 AVENIDA CINCO DE MAYO CALLE ZARAGOZA WARD ST E 2 E4b 1,321 36 47,556 4/30/19 82 52 0 48 6/22/12 Overlay - AC Structural 49 10041 BLACKBIRD AVE PALM ST COTTONWOOD ST E 2 C7a 949 36 34,164 4/25/22 82 71 29 0 5/25/03 Surface Treatment - Chip Seal 57 10049 BRIARWOOD ST LA LINDA CIR SLATER AVE E 2 C5a 526 36 18,936 4/29/22 82 100 0 0 6/1/10 Overlay - AC Structural 68 10058 BUSHARD FRONTAGE #4 EL CAMINO AVE EL PUEBLO AVE E 2 C5a 406 27 10,962 4/28/22 82 54 46 0 6/1/10 Overlay - AC Structural 99 10084 CARSON RIVER CIR MT. KRISTINA ST EAST END E 2 C6b 616 32 20,968 4/25/22 82 79 21 0 5/25/03 Surface Treatment - Slurry Seal 7004 10832 DATE ST WARBLER AVE SHRIKE AVE E 2 C7b 232 36 10,224 4/21/22 82 85 15 0 1/1/80 New Construction - Initial 289 10258 HUMMINGBIRD AVE SANTA ANDREA ST SANTA YNEZ ST E 2 B7a 821 36 30,492 4/25/22 82 78 19 3 7/1/11 Overlay - AC Structural 290 10259 HYACINTH CIR SHAMROCK AVE NORTH END E 2 D2a 346 33 12,893 3/19/20 82 85 10 5 3/1/22 Surface Treatment - Slurry Seal 298 10266 JANACA CIR LOS CANARIOS ST EAST END E 2 E6b 400 33 14,456 5/1/19 82 73 27 0 6/1/12 Overlay - AC Structural 314 10280 LA ALAMEDA AVE BROOKHURST ST SAN MATEO ST E 2 E4b 849 50 42,450 4/21/21 82 76 0 24 8/1/09 Overlay - AC Structural 333 10299 LA CORTINILLA AVE OAK ST ASH ST E 2 C5b 536 36 22,896 4/28/22 82 65 35 0 6/1/10 Overlay - AC Structural

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 340 10306 LA FIESTA AVE SANTA MARIA ST SANTA LUCIA ST E 2 B4b 500 36 18,000 4/26/21 82 41 59 0 6/13/08 Surface Treatment - Slurry Seal 371 10336 LA TERRAZA AVE LOS ENCINOS ST LOS JARDINES EAST E 2 F4b 990 36 37,520 4/7/22 82 80 0 20 6/1/15 Overlay - AC Structural 907 10863 LOS JARDINES WEST WARNER AVE EL TIBURON AVE E 2 F4a 707 36 23,952 4/7/22 82 42 58 0 8/1/09 Overlay - AC Structural 987 10944 MESA VERDE CT ADOBE RIVER AVE END E 2 E6a 236 22 5,192 5/1/19 82 40 60 0 6/1/12 Overlay - AC Structural 497 10455 MT ERIN CIR CORIENDER AVE NORTH END E 2 G3a 458 33 16,589 4/26/21 82 82 14 4 6/1/16 Overlay - AC Structural 504 10462 MT HENRY ST STARFISH AVE PERALTA RIVER CIR E 2 D4b 255 33 10,295 4/21/21 82 97 0 3 5/31/01 Surface Treatment - Slurry Seal 994 10951 NAPA RIVER CT SUNSET CT SHENANDOAH ST E 2 E6a 243 22 5,346 5/1/19 82 61 39 0 6/1/12 Overlay - AC Structural 553 10508 NEWFAME CIR BUSHARD ST EAST END E 2 D1b 667 36 24,012 4/21/21 82 85 13 2 11/1/07 Unknown Activity 556 10511 NIGHTINGALE AVE SANTA MARIANA ST MAGNOLIA ST E 2 B7b 1,643 36 59,148 4/1/22 82 87 13 0 7/1/11 Overlay - AC Structural 579 10533 OWENS RIVER CIR NORTHWEST END MORONGO ST E 2 B7a 149 30 5,226 4/1/22 82 100 0 0 7/1/11 Overlay - AC Structural 581 10535 PACIFIC ST ELLIS AVE SPENCER AVE I 2 F6b 885 46 40,710 4/29/19 82 79 21 0 8/1/09 Overlay - AC Structural 590 10544 PEARL AVE BUSHARD ST HELENA CIR E 2 D3b 428 36 15,408 4/23/21 82 78 21 1 1/1/07 Unknown Activity 591 10545 PELICAN AVE PALM ST COTTONWOOD ST E 2 C7a 932 36 33,552 4/25/22 82 67 30 3 1/1/80 New Construction - Initial 593 10547 PENNELL CIR MT. HOPE ST EAST END E 2 G3b 522 33 18,701 4/26/21 82 85 13 2 6/1/16 Overlay - AC Structural 7010 10838 PLACER RIVER CIR STANISLAUS ST EAST END E 2 E6b 619 33 21,683 5/1/19 82 75 25 0 6/1/12 Overlay - AC Structural 629 10579 RARITAN AVE BUTTERFIELD ST MEAGHER ST E 2 D1b 574 36 20,664 4/21/21 82 79 0 21 1/1/07 Unknown Activity 630 10580 RAVEN CIR WEST END BIRCH ST E 2 D6b 438 32 15,272 7/13/20 82 100 0 0 6/6/12 Overlay - AC Structural 703 10647 SANDSTONE AVE MT. HOPE ST MT. EDEN ST E 2 G3b 812 36 29,232 4/26/21 82 100 0 0 6/1/16 Overlay - AC Structural 707 10651 SANTA ANDREA ST HUMMINGBIRD AVE ELLIS AVE E 2 B7a 509 36 19,260 4/25/22 82 76 24 0 7/1/11 Overlay - AC Structural 717 10661 SANTA CATHERINE ST LA CASITA AVE EL RANCHO AVE E 2 B4a 732 36 28,452 4/26/21 82 86 11 3 1/1/07 Unknown Activity 719 10663 SANTA CLARA CIR SOUTH END SWALLOW AVE E 2 B7b 600 36 23,120 4/6/22 82 89 11 0 7/1/11 Overlay - AC Structural 721 10665 SANTA CLAUDIA ST MOCKINGBIRD CIR TALBERT AVE E 2 B6a 513 36 20,268 4/29/22 82 78 22 0 7/1/11 Overlay - AC Structural 732 10676 SANTA ISADORA ST ELLIS AVE PHOENIX AVE E 2 B6b 510 36 20,160 4/1/22 82 72 28 0 7/1/11 Overlay - AC Structural 738 10682 SANTA MADRINA CIR SOUTH END SWALLOW AVE E 2 B7b 600 36 23,120 4/6/22 82 100 0 0 7/1/11 Overlay - AC Structural 778 10722 SIOUX RIVER CIR STANISLAUS ST EAST END E 2 E6b 621 33 21,749 5/1/19 82 96 0 4 6/1/12 Overlay - AC Structural 827 10763 TEAK CIR GARDENIA AVE CDS E 2 C3a 410 36 16,235 4/23/21 82 99 0 1 5/1/08 Unknown Activity 840 10776 TOIYABE ST HAMILTON AVE STURGEON AVE E 2 D5b 944 36 30,920 4/21/21 82 61 36 3 1/1/80 New Construction - Initial 841 10777 TOMAHAWK ST WOODPECKER AVE BLUEBIRD AVE E 2 B7b 821 36 29,556 4/6/22 82 82 18 0 7/1/11 Overlay - AC Structural 844 10780 TOUCAN AVE BUSHARD ST JACARANDA ST E 2 D6b 1,455 36 52,380 7/13/20 82 100 0 0 6/1/12 Overlay - AC Structural 873 10807 WEARE AVE OVERTON ST CLARENDON ST E 2 D1b 498 36 19,808 4/21/21 82 80 20 0 1/1/07 Unknown Activity 874 10808 WENDY CIR DAISY AVE CDS E 2 C3a 214 33 8,537 4/23/21 82 98 0 2 6/13/08 Unknown Activity 9 10008 AMISTAD ST ELLIS AVE BECHLER RIVER AVE E 2 F6b 440 36 16,776 5/1/19 83 100 0 0 8/1/09 Overlay - AC Structural 34 10028 BANDILIER CIR ELLIS AVE NORTH END E 2 F6b 446 36 17,312 5/1/19 83 97 0 3 5/25/02 Surface Treatment - Chip Seal 7009 10837 BUNTING CIR MT. WATERMAN ST EAST END E 2 E6b 376 33 13,664 5/1/19 83 96 0 4 6/1/12 Overlay - AC Structural 78 10067 CALLE INDEPENDENCIA CALLE ZARAGOZA WARD ST E 2 E4b 1,321 36 47,556 4/30/19 83 50 0 50 6/22/12 Overlay - AC Structural 80 10069 CALLE ZARAGOZA CALLE INDEPENDENCIA AVENIDA CINCO DE MAYO E 2 E4b 660 30 19,800 4/30/19 83 34 0 66 6/22/12 Overlay - AC Structural 85 10073 CANARY AVE SANTA MARIANA ST SANTA YNEZ ST E 2 B7a 847 36 30,492 4/1/22 83 79 21 0 7/1/11 Overlay - AC Structural 92 10077 CARDINAL AVE PALM ST WALNUT ST E 2 C7b 931 36 33,516 4/22/22 83 100 0 0 5/25/03 Surface Treatment - Chip Seal 108 10093 CHUKAR CIR TOMAHAWK ST EAST END E 2 B7b 229 33 9,077 4/6/22 83 88 12 0 7/1/11 Overlay - AC Structural 112 10097 CLARENDON ST DEBIOIS AVE CITY LIMIT E 2 D1b 485 36 18,210 4/21/21 83 85 15 0 1/1/07 Unknown Activity 119 10102 CONDOR AVE EUCLID ST MT. BALDY CIR E 2 G6a 430 36 15,480 4/22/21 83 96 0 4 5/25/02 Surface Treatment - Slurry Seal 148 10127 DIXIE ST SLATER AVE EL REY AVE E 2 D4b 303 36 10,908 4/21/21 83 80 20 0 5/25/01 Surface Treatment - Slurry Seal 151 10130 DOVE CIR WEST END BIRCH ST E 2 D6b 440 32 15,336 7/13/20 83 97 0 3 6/6/12 Overlay - AC Structural 171 10148 EL COLORADO AVE BRIARWOOD ST WALNUT ST E 2 C5a 716 36 27,876 4/29/22 83 78 22 0 6/1/10 Overlay - AC Structural 10850 10850 EL REY CIR EL REY AVE END E 2 D4b 348 36 12,528 4/21/21 83 91 9 0 1/1/80 New Construction - Initial 210 10184 EL VERDE CIR WEST END WALNUT ST E 2 C5a 361 33 14,973 4/29/22 83 80 20 0 6/1/10 Overlay - AC Structural 216 10189 ELLIS FRONTAGE #2 LINDEN ST EAST END E 2 C6b 430 27 12,403 4/25/22 83 73 27 0 1/1/80 New Construction - Initial 229 10201 FALLENLEAF CIR NORTH END BUSHARD ST E 2 C6a 780 24 22,496 4/25/22 83 70 28 2 5/25/03 Surface Treatment - Chip Seal 943 10899 FIRESTONE CT ANTELOPE RIVER AVE TRUCKEE RIVER CT E 2 E6a 392 22 8,624 5/1/19 83 97 0 3 6/1/12 Overlay - AC Structural 238 10209 FLICKER AVE PLUMOSA ST PRUNUS ST E 2 C7a 996 36 35,856 4/21/22 83 90 10 0 5/25/03 Surface Treatment - Chip Seal 268 10238 GULL CIR LINDEN ST EAST END E 2 C6b 391 33 14,159 4/22/22 83 78 22 0 5/25/03 Surface Treatment - Slurry Seal 301 10269 JOSHUA CIR LA CRESCENTA AVE NORTH END E 2 C5b 376 33 12,408 4/29/22 83 72 20 8 6/1/10 Overlay - AC Structural 307 10274 KINGBIRD AVE LOS CANARIOS ST MT. WATERMAN ST E 2 E6b 510 36 18,360 5/1/19 83 68 32 0 6/1/12 Overlay - AC Structural 331 10828 LA COLONIA AVE PALM ST OAK ST E 2 C4b 1,198 36 45,548 5/6/19 83 100 0 0 5/26/01 Surface Treatment - Slurry Seal 367 10334 LA STELLA AVE PEPPER TREE ST WALNUT ST E 2 C4b 671 36 24,156 4/26/21 83 76 24 0 5/26/01 Surface Treatment - Slurry Seal 372 10338 LA TIERRA CIR BANYAN ST EAST END E 2 D4b 384 36 17,179 4/21/21 83 100 0 0 5/26/01 Surface Treatment - Slurry Seal 393 10359 LOCUST ST EL CAMINO AVE EL BLANCO AVE E 2 C5a 705 36 26,316 4/22/22 83 100 0 0 6/1/10 Overlay - AC Structural 430 10390 MANGO CIR EL CAMINO AVE NORTH END E 2 C5a 132 33 7,416 4/28/22 83 100 0 0 6/1/10 Overlay - AC Structural 441 10401 MAZA CIR DAISY AVE CDS E 2 C3a 233 33 11,044 4/23/21 83 97 0 3 6/13/08 Unknown Activity 470 10428 MOSS GLEN AVE RINDGE CIR DEBIOIS AVE E 2 D1b 998 36 35,928 4/21/21 83 57 26 17 11/1/07 Unknown Activity 484 10442 MT CLIFFWOOD CIR SLATER AVE NORTH END I 2 G4b 553 36 21,383 4/26/21 83 86 11 3 8/1/09 Overlay - AC Structural 523 10481 MT MORGAN CIR SOUTH END GRIPPO RIVER AVE E 2 C7b 383 32 13,696 4/21/22 83 89 11 0 1/1/80 New Construction - Initial 959 10914 MUIR WOODS CT END END E 2 E6a 190 21 3,990 5/1/19 83 68 32 0 6/1/12 Overlay - AC Structural 602 10556 PHEASANT AVE SAN FELIPE ST LAS FLORES ST E 2 E7a 488 36 18,504 3/5/20 83 74 26 0 6/13/08 Unknown Activity 611 10564 PLUMOSA ST TANAGER AVE ELLIS AVE E 2 C7a 896 36 33,192 4/21/22 83 100 0 0 1/1/80 New Construction - Initial 654 10601 ROSS ST EL RANCHO AVE WARNER AVE E 2 B4a 450 28 12,720 4/26/21 83 38 50 12 1/1/07 Unknown Activity 664 10611 SAN ANTONIO ST FALCON AVE ELLIS AVE E 2 E7a 1,315 36 47,340 3/3/20 83 82 15 3 2/26/15 Overlay - AC Structural 737 10680 SANTA LUCIA ST SOUTH END EL RANCHO AVE E 2 B4a 320 36 12,776 4/26/21 83 85 15 0 1/1/07 Unknown Activity

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 743 10686 SANTA MARIANA ST TERN DR SUNBIRD AVE E 2 B7b 1,621 36 60,228 4/1/22 83 89 11 0 7/1/11 Overlay - AC Structural 759 10703 SANTA YNEZ ST NIGHTENGALE AVE WREN AVE E 2 B7a 1,273 36 46,764 4/1/22 83 89 11 0 7/1/11 Overlay - AC Structural 789 10729 SPARKLEBERRY ST LA CAPILLA AVE LA ESPERANZA AVE E 2 D4a 506 36 20,096 4/14/22 83 80 20 0 5/31/01 Surface Treatment - Slurry Seal 949 10904 STONE RIVER CT END END E 2 E6a 147 21 3,087 5/1/19 83 100 0 0 6/22/12 Overlay - AC Structural 816 10753 SWIFT AVE REDBUD CIR BUSHARD ST E 2 C6a 469 36 17,820 4/25/22 83 66 34 0 1/1/80 New Construction - Initial 833 10769 THAMES RIVER AVE SANTA EUGENIA ST SANTA BELINDA CIR E 2 B6b 496 36 21,456 4/25/22 83 79 21 0 7/1/11 Overlay - AC Structural 834 10770 THIRD ST HELM AVE TALBERT AVE E 2 C6a 1,321 36 47,556 4/22/22 83 85 15 0 1/1/80 New Construction - Initial 887 10820 WOODPECKER AVE SANTA ISADORA ST DAKOTA ST E 2 B7b 380 36 14,616 4/6/22 83 89 0 11 7/1/11 Overlay - AC Structural 893 10824 YUBA RIVER AVE SANTA RAMONA ST MAGNOLIA ST E 2 B7a 518 36 18,648 4/25/22 83 76 24 0 7/1/11 Overlay - AC Structural 37 10031 BASSWOOD ST RHEA AVE TOUCAN CIR E 2 D6b 961 36 35,532 7/13/20 84 100 0 0 6/6/12 Overlay - AC Structural 41 10035 BEGONIA AVE RUSHMORE ST SUGARLOAF ST E 2 G3a 970 36 34,920 4/26/21 84 73 17 10 6/1/16 Overlay - AC Structural 935 10891 BRYCE CT ADOBE RIVER AVE FALL RIVER CT E 2 E6a 271 22 5,962 5/10/19 84 36 55 9 6/1/12 Overlay - AC Structural 62 10052 BUNTING AVE LOS CANARIOS ST MT. WATERMAN ST E 2 E6b 607 36 22,788 5/10/19 84 67 28 5 6/1/12 Overlay - AC Structural 79 10068 CALLE MADERO WARD ST WEST END E 2 E4a 967 36 33,407 4/30/19 84 63 0 37 6/22/12 Overlay - AC Structural 905 10861 CAMINO REAL WEST END LOS JARDINES WEST N 2 F4a 664 22 14,608 4/7/22 84 100 0 0 6/1/15 Overlay - AC Structural 89 10075 CAPENSE ST WARBLER AVE GROUSE AVE E 2 C7b 1,299 36 48,636 4/21/22 84 100 0 0 1/1/80 New Construction - Initial 114 10098 COCKATOO AVE PALM ST WALNUT ST E 2 C7b 936 36 34,632 4/22/22 84 100 0 0 1/1/80 New Construction - Initial 118 10101 COLVILLE ST ELLIS AVE TOUCAN AVE E 2 C6b 1,148 36 42,264 4/21/22 84 86 14 0 5/25/03 Surface Treatment - Slurry Seal 160 10137 EL AZUL CIR WEST END WALNUT ST E 2 C5a 362 33 15,006 4/29/22 84 51 49 0 6/1/10 Overlay - AC Structural 204 10179 EL TAMBOR AVE BUTTONWOOD ST APRICOT CIR E 2 D4a 281 33 11,153 4/14/22 84 69 25 6 5/25/01 Surface Treatment - Slurry Seal 208 10182 EL TULIPAN CIR WEST END CASHEW ST E 2 D5b 418 32 14,632 4/21/21 84 87 12 1 5/25/01 Surface Treatment - Slurry Seal 226 10198 EVERGREEN CIR ROSE AVE NORTH END E 2 D3a 415 33 15,170 4/22/21 84 87 13 0 1/1/07 Unknown Activity 956 10911 FALL RIVER CT BRYCE CT END E 2 E6a 644 22 14,168 5/1/19 84 100 0 0 6/1/12 Overlay - AC Structural 244 10215 FREMONT ST STURGEON ST DOLPHIN AVE E 2 D5a 1,106 36 34,456 4/21/21 84 89 11 0 5/25/01 Surface Treatment - Slurry Seal 249 10220 GARFIELD FRONTAGE #1 DAKOTA ST WEST END E 2 B7b 430 27 12,621 4/6/22 84 100 0 0 7/1/11 Overlay - AC Structural 275 10244 HELENA CIR SOUTH END NORTH END E 2 D3b 428 33 17,074 4/23/21 84 99 0 1 11/1/07 Unknown Activity 995 10952 INDIAN RIVER CT SHENANDOAH ST MUIR WOODS CT E 2 E6a 224 22 4,928 5/1/19 84 100 0 0 6/1/12 Overlay - AC Structural 305 10272 KALAMA RIVER AVE EUCLID ST MT. SHAY ST I 2 F6a 1,060 36 38,160 5/1/19 84 49 0 51 8/1/09 Overlay - AC Structural 351 10317 LA LUNA AVE PALM ST WALNUT ST E 2 C4b 971 36 34,956 5/6/19 84 100 0 0 5/26/01 Surface Treatment - Slurry Seal 355 10321 LA MORA CIR SPARKLEBERRY ST EAST END E 2 D4a 393 33 14,225 4/14/22 84 63 37 0 5/26/01 Surface Treatment - Slurry Seal 389 10355 LINDEN ST ELLIS AVE TOUCAN AVE E 2 C6b 1,175 36 42,300 4/21/22 84 100 0 0 5/26/03 Surface Treatment - Slurry Seal 9011 10996 LOMBARDI AVE CANTABRIA ST OAK ST E 0 C4a 585 36 21,060 5/6/19 84 100 0 0 1/1/10 New Construction - AC 442 10402 MC BRIDE RIVER AVE MT. KRISTINA ST MT. STEWART CIR E 2 C6b 948 36 35,064 4/25/22 84 78 22 0 5/31/03 Surface Treatment - Slurry Seal 515 10473 MT KRISTINA ST MCBRIDE RIVER AVE HELM AVE E 2 C6b 1,129 36 41,580 4/21/22 84 79 15 6 5/31/03 Surface Treatment - Slurry Seal 563 10518 OAK ST SLATER AVE LA COLONIA AVE E 2 C4b 173 36 6,228 5/6/19 84 100 0 0 5/31/01 Surface Treatment - Slurry Seal 988 10945 OLYMPIC CT KINGS CANYON ST END E 2 E6a 156 22 3,432 5/1/19 84 55 45 0 6/1/12 Overlay - AC Structural 570 10524 ORANGE ST LA CAPILLA AVE LA ESPERANZA AVE E 2 D4a 504 36 18,144 4/14/22 84 41 41 18 5/31/01 Surface Treatment - Slurry Seal 609 10562 PIPESTONE ST SAN RAFAEL ST LOS ALAMOS ST E 2 E5b 389 36 14,004 5/6/19 84 58 42 0 7/1/11 Overlay - AC Structural 627 10577 RAINBOW CIR LOS ALAMOS ST EAST END E 2 E5a 815 36 30,815 5/10/19 84 98 0 2 6/1/12 Overlay - AC Structural 640 10589 RHEA AVE BASSWOOD ST TAMARIND ST E 2 D6b 310 36 11,160 7/13/20 84 100 0 0 6/1/12 Overlay - AC Structural 656 10603 RUE CIR MISTLETOE AVE NORTH END E 2 D2a 160 33 6,755 3/19/20 84 100 0 0 3/1/22 Surface Treatment - Slurry Seal 708 10652 SANTA ANITA CIR LA ROCA AVE NORTH END E 2 B5b 381 33 12,573 4/29/22 84 100 0 0 7/1/11 Overlay - AC Structural 754 10698 SANTA SUZANNE ST LA COLONIA AVE EL RANCHO AVE E 2 B4b 2,016 36 74,376 4/26/21 84 39 39 22 1/1/07 Unknown Activity 811 10749 SWALLOW AVE PALM ST ACACIA ST E 2 C7b 605 36 23,652 4/22/22 84 84 16 0 1/1/80 New Construction - Initial 819 10756 SYLVANITE CIR MT. EDEN ST EAST END E 2 G3b 410 36 16,235 4/26/21 84 85 15 0 6/1/16 Overlay - AC Structural 1007 10966 TALBERT FRONTAGE #1 BAY ST EAST END E 2 C5b 457 26 12,827 4/25/22 84 100 0 0 6/1/10 Overlay - AC Structural 881 10814 WINEMAST ST STARFISH AVE SHRINER CIR E 2 D4b 554 36 21,824 4/21/21 84 75 24 1 1/1/80 New Construction - Initial 5 10004 ADOBE RIVER AVE BROOKHURST ST OLYMPIC CT E 2 E6a 1,733 36 56,617 4/8/22 85 59 35 6 5/1/10 Overlay - AC Structural 8 10007 AMBERWOOD CIR WEST END EAST END E 2 E5a 435 33 17,305 4/29/19 85 100 0 0 6/1/12 Overlay - AC Structural 9009 10999 ANDALUSIA AVE OAK ST CDS E 0 C4a 863 36 31,068 5/6/19 85 100 0 0 1/1/10 New Construction - AC 14 10013 APACHE RIVER AVE STANISLAUS ST WARD ST E 2 E6b 661 36 23,796 5/1/19 85 100 0 0 6/1/12 Overlay - AC Structural 38 10032 BAY ST TALBERT AVE NORTH END E 2 C5b 1,677 36 63,972 4/22/22 85 73 22 5 6/1/10 Overlay - AC Structural 40 10034 BEECH ST EL CAMINO AVE EL PUEBLO AVE E 2 C5a 407 36 16,752 4/22/22 85 70 30 0 6/1/10 Overlay - AC Structural 46 10039 BIRCH ST ELLIS AVE TOUCAN CIR E 2 D6b 1,170 36 42,120 7/13/20 85 79 16 5 6/22/12 Overlay - AC Structural 51 10043 BLUEBIRD AVE TOMAHAWK ST SANTA MARIANA ST E 2 B7b 507 36 18,252 4/1/22 85 100 0 0 7/1/11 Overlay - AC Structural 9010 10998 CANTABRIA ST ANDALUSIA AVE LOMBARDI AVE E 0 C4a 303 36 10,908 5/6/19 85 96 0 4 1/13/10 New Construction - AC 109 10094 CIRCULO DE JUAREZ CALLE ZARAGOZA EAST END E 2 E4b 1,142 33 39,251 5/10/19 85 79 0 21 6/22/12 Overlay - AC Structural 139 10119 DANDELION CIR SHADBUSH ST EAST END E 2 D2b 382 33 14,081 4/15/20 85 66 25 9 3/1/22 Surface Treatment - Slurry Seal 141 10121 DEBIOIS AVE MOSS GLEN AVE MCCORD CIR E 2 D1b 1,131 36 42,596 4/21/21 85 73 15 12 11/1/07 Unknown Activity 169 10146 EL CLAVEL AVE CASHEW ST TOIYABE ST E 2 D5b 315 33 10,395 4/21/21 85 82 18 0 5/25/01 Surface Treatment - Slurry Seal 201 10176 EL SOL AVE PALM ST WALNUT ST E 2 C4b 974 36 35,064 5/6/19 85 100 0 0 5/25/01 Surface Treatment - Slurry Seal 205 10180 EL TANGO CIR BAY ST EAST END E 2 C5b 340 33 14,280 4/25/22 85 100 0 0 6/1/10 Overlay - AC Structural 217 10190 ELM CIR GARDENIA AVE CDS E 2 C3a 410 36 16,235 4/23/21 85 89 11 0 5/1/08 Unknown Activity 234 10206 FIR ST TOUCAN CIR NORTH END E 2 D6b 150 36 5,400 7/13/20 85 84 0 16 6/6/12 Overlay - AC Structural 311 10277 KIWI CIR LINDEN ST EAST END E 2 C6b 390 33 14,126 4/25/22 85 74 26 0 5/26/03 Surface Treatment - Slurry Seal 318 10284 LA ARENA CIR WEST END CASHEW ST E 2 D5b 424 32 14,824 4/21/21 85 100 0 0 5/26/01 Surface Treatment - Slurry Seal 320 10286 LA BALLENA CIR SAN CLEMENTE ST EAST END E 2 E5b 553 33 19,724 4/29/19 85 100 0 0 6/1/12 Overlay - AC Structural 321 10287 LA BARCA CIR BAY ST EAST END E 2 C5b 340 33 14,280 4/25/22 85 100 0 0 6/1/10 Overlay - AC Structural

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 322 10288 LA BATISTA AVE LOS JARDINES EAST LOS PINTOS CIR E 2 F4b 221 36 9,836 4/7/22 85 100 0 0 6/1/15 Overlay - AC Structural 325 10291 LA CAPILLA AVE BUTTONWOOD ST FLAME TREE ST E 2 D4a 1,519 36 56,564 4/14/22 85 84 16 0 5/26/01 Surface Treatment - Slurry Seal 337 10303 LA ESTRELLA AVE SANTA LUCIA ST SANTA SUZANNE ST E 2 B4b 300 36 10,800 4/26/21 85 71 29 0 6/13/08 Surface Treatment - Slurry Seal 345 10311 LA GRANDE CIR BAY ST EAST END E 2 C5b 340 33 14,280 4/25/22 85 100 0 0 6/1/10 Overlay - AC Structural 347 10312 LA HACIENDA AVE SAN MATEO ST SAN BRUNO ST E 2 E4a 690 36 26,720 3/29/22 85 100 0 0 8/1/09 Overlay - AC Structural 347 10313 LA HACIENDA AVE BROOKHURST ST SAN MATEO ST E 2 E4a 789 36 28,404 3/29/22 85 99 0 1 8/1/09 Overlay - AC Structural 350 10316 LA LINDA AVE MAGNOLIA ST EAST END E 2 C5a 546 36 22,716 4/29/22 85 71 29 0 6/1/10 Overlay - AC Structural 367 10333 LA STELLA AVE MAGNOLIA ST SANTA CLARA ST E 2 B4b 508 36 18,288 4/14/22 85 83 17 0 1/1/07 Unknown Activity 431 10391 MAPLE ST DAISY AVE POINSETTIA AVE E 2 C3b 1,073 36 38,628 4/23/21 85 75 16 9 6/13/08 Surface Treatment - Slurry Seal 9012 10997 MIMOSA CIR LOMBARDI AVE CDS E 2 C4a 261 36 9,396 5/6/19 85 100 0 0 1/1/10 New Construction - AC 457 10415 MISTLETOE AVE REDWOOD ST BANANA ST E 2 D2a 519 36 20,564 3/19/20 85 91 0 9 3/1/22 Surface Treatment - Slurry Seal 508 10466 MT HOFFMAN CIR CORIENDER AVE NORTH END E 2 G3a 383 33 14,114 4/26/21 85 76 0 24 6/1/16 Overlay - AC Structural 534 10492 MT STEWART CIR ELLIS AVE NORTH END E 2 C6b 1,481 36 55,116 4/21/22 85 83 17 0 5/31/03 Surface Treatment - Slurry Seal 573 10526 ORIOLE AVE SAN FELIPE ST SAN CARLOS ST E 2 E7b 1,033 36 38,124 5/1/20 85 41 59 0 6/13/08 Surface Treatment - Slurry Seal 619 10571 PRUNUS ST TANAGER AVE SISKIN AVE E 2 C7a 751 36 27,972 4/21/22 85 100 0 0 1/1/80 New Construction - Initial 690 10635 SAN MARINO CIR EL MONTEREY AVE NORTH END E 2 E5a 373 33 13,784 4/29/19 85 100 0 0 6/1/12 Overlay - AC Structural 713 10657 SANTA CARLOTTA ST ELLIS AVE MACKENZIE RIVER AVE E 2 B6b 1,298 36 50,578 4/25/22 85 74 26 0 7/1/11 Overlay - AC Structural 717 10660 SANTA CATHERINE ST GARFIELD AVE SWALLOW AVE E 2 B7b 670 36 24,120 4/6/22 85 84 16 0 7/1/11 Overlay - AC Structural 7001 10829 SANTA ISADORA CIR SOUTH END WOODPECKER AVE E 2 B7b 272 33 10,496 4/1/22 85 80 20 0 7/1/11 Overlay - AC Structural 732 10675 SANTA ISADORA ST WOODPECKER AVE ELLIS AVE E 2 B7a 2,301 36 86,296 4/1/22 85 80 20 0 7/1/11 Overlay - AC Structural 757 10701 SANTA VALERA ST LA ROCA AVE SALMON AVE E 2 B5b 608 36 21,888 4/29/22 85 75 25 0 7/1/11 Overlay - AC Structural 770 10714 SHENANDOAH ST ADOBE RIVER AVE NORTH END E 2 E6a 724 33 26,404 5/1/19 85 100 0 0 6/1/12 Overlay - AC Structural 773 10717 SHRIKE AVE DATE ST DEODAR ST E 2 C7b 731 36 28,188 4/21/22 85 100 0 0 1/1/80 New Construction - Initial 793 10731 SPRUCE CIR ROSE AVE NORTH END E 2 D3a 405 33 14,840 4/22/21 85 100 0 0 11/1/07 Unknown Activity 814 10751 SWAN CIR JACARANDA ST EAST END E 2 D6b 424 32 14,824 7/13/20 85 100 0 0 6/6/12 Overlay - AC Structural 864 10799 WARBLER AVE DATE ST CAPENSE ST E 2 C7b 960 36 36,432 4/21/22 85 87 13 0 1/1/80 New Construction - Initial 867 10801 WARNER FRONTAGE #1 GREENLEAF ST WEST END E 2 D4a 480 27 15,172 4/14/22 85 100 0 0 1/1/80 New Construction - Initial 886 10819 WINTERBERRY ST LA CRESCENTA AVE NORTH END E 2 C5b 501 33 16,533 4/29/22 85 73 27 0 6/1/10 Overlay - AC Structural 2 10001 ACACIA ST GARFIELD AVE SWALLOW AVE E 2 C7b 616 36 23,112 4/22/22 86 85 15 0 1/1/80 New Construction - Initial 10 10009 ANDOVER CIR MCDERMITT ST WEST END E 2 D1b 144 33 6,227 4/21/21 86 82 18 0 1/1/07 Unknown Activity 53 10045 BLUEBELL AVE MT. HICKS ST WASHBURN ST E 2 G2a 940 36 33,840 4/27/21 86 40 0 60 6/1/17 Overlay - AC Structural 56 10048 BRIAR ST TURTLEDOVE AVE TALBERT AVE E 2 D6a 587 36 22,068 4/29/20 86 100 0 0 6/1/12 Overlay - AC Structural 106 10091 CHESTNUT ST EL PUEBLO AVE EL VALLE AVE E 2 C5a 587 36 23,232 4/22/22 86 64 36 0 6/1/10 Overlay - AC Structural 144 10123 DEODAR ST SHRIKE AVE TANAGER ST E 2 C7b 1,300 36 47,736 4/21/22 86 100 0 0 1/1/80 New Construction - Initial 165 10142 EL CENTRO AVE LOS ENCINOS ST LOS JARDINES EAST E 2 F4b 1,021 36 38,636 4/30/19 86 71 0 29 6/1/15 Overlay - AC Structural 186 10164 EL MONTEREY AVE SAN RAFAEL ST LOS ALAMOS ST E 2 E5a 744 36 26,784 4/29/19 86 66 0 34 6/1/12 Overlay - AC Structural 196 10173 EL REY AVE BUSHARD ST EL REY CIR E 2 D4b 517 36 30,672 4/21/21 86 98 0 2 5/25/01 Surface Treatment - Slurry Seal 214 10187 ELLIS FRONTAGE #3 BIRCH ST WEST END E 2 D6b 500 26 14,006 7/13/20 86 80 17 3 6/1/12 Overlay - AC Structural 266 10236 GROUSE AVE DEODAR ST CAPENSE ST E 2 C7a 230 36 9,216 4/21/22 86 86 14 0 1/1/80 New Construction - Initial 327 10293 LA CASITA AVE SANTA CATHERINE ST SANTA MADRINA ST E 2 B4a 320 36 11,520 4/26/21 86 100 0 0 1/1/07 Unknown Activity 330 10296 LA CEBRA AVE SAN CLEMENTE ST SAN FRANCISCO ST E 2 E5b 844 36 34,144 4/29/19 86 100 0 0 6/1/12 Overlay - AC Structural 344 10310 LA GRANADA AVE BUTTONWOOD ST GREENLEAF ST E 2 D4a 757 36 27,252 4/14/22 86 100 0 0 5/26/01 Surface Treatment - Slurry Seal 361 10327 LA QUINTA CIR SAN RAFAEL ST WEST END E 2 E5a 302 33 11,441 4/29/19 86 100 0 0 7/1/11 Overlay - AC Structural 374 10340 LA TORTOLA CIR SAN CLEMENTE ST EAST END E 2 E5b 265 33 10,220 4/29/19 86 92 0 8 6/1/12 Overlay - AC Structural 376 10342 LARK CIR WEST END BIRCH ST E 2 D6b 440 36 17,096 7/13/20 86 69 31 0 6/6/12 Overlay - AC Structural 400 10364 LOS CANARIOS ST ELLIS AVE BUNTING CIR E 2 E6b 1,128 36 41,544 5/1/19 86 100 0 0 6/1/12 Overlay - AC Structural 907 10862 LOS JARDINES WEST LOS JARDINES EAST SLATER AVE E 2 F4b 2,120 36 76,320 4/7/22 86 60 0 40 8/1/09 Overlay - AC Structural 997 10954 MAMMOTH CT DURANGO RIVER CT PINTO RIVER CT E 2 E6a 130 22 2,860 5/1/19 86 34 66 0 6/1/12 Overlay - AC Structural 469 10427 MORONGO ST SANTA ISADORA ST TOMAHAWK ST E 2 B7a 1,484 36 53,424 4/1/22 86 84 16 0 7/1/11 Overlay - AC Structural 542 10500 MT WYNNE CIR YOUNG RIVER AVE NORTH END I 2 G4b 330 42 15,280 4/26/21 86 97 0 3 8/1/09 Overlay - AC Structural 546 10502 MULBERRY CIR DAISY AVE CDS E 2 C3b 413 36 16,343 4/23/21 86 95 0 5 5/1/08 Unknown Activity 560 10515 NILE RIVER AVE SANTA BELINDA CIR MAGNOLIA ST E 2 B6b 175 36 6,300 4/25/22 86 83 17 0 7/1/11 Overlay - AC Structural 580 10534 OWL CIR SAN ANTONIO ST EAST END E 2 E7b 465 32 16,136 3/5/20 86 38 60 2 6/13/08 Surface Treatment - Slurry Seal 583 10537 PALM ST LA COLONIA AVE NORTH END E 2 C4b 1,035 36 39,680 5/6/19 86 100 0 0 5/31/01 Surface Treatment - Slurry Seal 634 10584 REDEYE CIR SAN RAFAEL ST EAST END E 2 E5b 234 33 9,197 4/29/19 86 100 0 0 6/1/12 Overlay - AC Structural 667 10614 SAN BERNARDO CIR EL MONTEREY AVE NORTH END E 2 E5a 373 33 13,784 4/29/19 86 97 0 3 6/1/12 Overlay - AC Structural 669 10616 SAN BRUNO ST LA HACIENDA AVE WARNER AVE E 2 E4a 645 36 25,100 3/29/22 86 100 0 0 8/1/09 Overlay - AC Structural 671 10618 SAN CARLOS ST GARFIELD AVE CARDINAL AVE E 2 E7b 752 36 28,008 5/1/20 86 83 17 0 6/13/08 Unknown Activity 691 10636 SAN MATEO ST WARNER AVE SLATER AVE E 2 E4b 2,658 36 95,688 4/21/21 86 75 0 25 8/1/09 Overlay - AC Structural 1001 10958 SANTA ELENA CIR EL CAPITAN AVE END E 2 B5a 421 33 17,493 4/28/22 86 83 17 0 7/1/11 Overlay - AC Structural 1002 10986 SANTA ELENA ST EL PRESIDENTE AVE EL CAPITAN AVE E 2 B5a 583 36 20,988 4/28/22 86 76 24 0 7/1/10 Overlay - AC Structural 746 10690 SANTA OLIVIA ST TALBERT AVE SWORDFISH AVE E 2 B5b 511 36 18,396 4/29/22 86 75 25 0 7/1/11 Overlay - AC Structural 986 10943 SOLANO RIVER CT ELK RIVER CT STONE RIVER CT E 2 E6a 177 22 3,894 5/1/19 86 100 0 0 6/22/12 Overlay - AC Structural 787 10727 SORREL ST SHAMROCK AVE MESQUITE ST E 2 D2a 383 36 13,788 4/15/20 86 69 31 0 3/1/22 Surface Treatment - Slurry Seal 793 10733 SPRUCE CIR MARIGOLD AVE NORTH END E 2 D2b 98 36 5,003 4/15/20 86 100 0 0 3/1/22 Surface Treatment - Slurry Seal 795 10735 SPRUCE ST HEIL AVE MARIGOLD AVE E 2 D2b 783 36 28,188 4/15/20 86 100 0 0 3/1/22 Surface Treatment - Slurry Seal 798 10737 STARFISH AVE BANYAN ST SLATER AVE E 2 D4b 898 28 26,734 4/21/21 86 88 12 0 6/1/01 Surface Treatment - Slurry Seal 818 10755 SYCAMORE ST HEIL AVE HIBISCUS AVE E 2 D2b 1,680 36 60,480 3/19/20 86 100 0 0 3/1/22 Surface Treatment - Slurry Seal

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 822 10759 TALBERT FRONTAGE #2 BRIAR ST LEMON ST E 2 D6a 997 27 26,919 4/29/20 86 100 0 0 6/1/12 Overlay - AC Structural 844 10779 TOUCAN AVE COLVILLE ST BUSHARD ST E 2 C6b 1,110 36 40,896 4/21/22 86 86 14 0 1/1/80 New Construction - Initial 16 10015 APRICOT CIR EL TAMBOR AVE NORTH END E 2 D4a 240 33 19,590 4/14/22 87 100 0 0 5/25/01 Surface Treatment - Slurry Seal 28 10023 AVOCADO ST POINSETTIA AVE GARDENIA AVE E 2 C3a 300 36 10,800 4/23/21 87 56 25 19 6/17/08 Surface Treatment - Slurry Seal 92 10076 CARDINAL AVE SAN FELIPE ST SAN CARLOS ST E 2 E7b 1,037 36 38,268 5/1/20 87 75 22 3 6/13/08 Surface Treatment - Slurry Seal 153 10131 EAGLE AVE TETON CIR SAN FELIPE ST E 2 E7b 279 36 10,980 3/3/20 87 100 0 0 6/13/08 Unknown Activity 172 10150 EL CORAZON AVE BROOKHURST ST EAST END E 2 E4b 478 36 18,683 3/29/22 87 94 0 6 8/1/09 Overlay - AC Structural 9005 10846 EL DURANGO CIR ORANGE ST EAST END E 2 D4a 406 33 14,873 4/14/22 87 67 0 33 5/25/01 Surface Treatment - Slurry Seal 182 10159 EL MANZANO AVE WARD ST SAN RICARDO ST E 2 F4a 516 36 18,576 4/30/19 87 100 0 0 6/1/15 Overlay - AC Structural 253 10224 GIFFORD ST WATT RIVER AVE TOUCAN AVE E 2 C6b 960 36 35,496 4/21/22 87 100 0 0 5/25/03 Surface Treatment - Slurry Seal 277 10246 HEMLOCK CIR GARDENIA AVE NORTH END E 2 D3a 418 33 15,269 4/22/21 87 83 17 0 6/13/08 Surface Treatment - Slurry Seal 296 10264 JACARANDA ST ELLIS AVE TOUCAN CIR E 2 D6b 1,176 36 42,336 7/13/20 87 100 0 0 6/6/12 Overlay - AC Structural 303 10959 JUNIPER ST EL COLORADO AVE SLATER AVE E 2 C5a 177 36 6,372 4/29/22 87 100 0 0 6/1/10 Overlay - AC Structural 365 10331 LA SOMBRA AVE SAN CLEMENTE ST WARD ST E 2 E5b 851 36 30,636 4/29/19 87 100 0 0 6/1/12 Overlay - AC Structural 375 10341 LA ZAPATILLA CIR NECTARINE ST WEST END E 2 D4a 411 33 15,038 4/14/22 87 89 0 11 5/26/01 Surface Treatment - Slurry Seal 395 10361 LOS ALAMOS ST LA DESPENSA AVE SLATER AVE E 2 E5a 2,566 36 94,256 4/29/19 87 94 0 6 6/1/12 Overlay - AC Structural 406 10369 LOS JARDINES EAST SACUILLO ST SLATER AVE E 2 F5a 2,270 36 81,720 4/7/22 87 100 0 0 8/1/09 Overlay - AC Structural 473 10431 MT ALLYSON CIR CORIENDER AVE NORTH END E 2 G3a 461 33 16,688 4/26/21 87 100 0 0 6/1/16 Overlay - AC Structural 488 10446 MT COULTER ST TALBERT AVE HAMILTON AVE E 2 D5b 456 36 17,352 4/21/21 87 100 0 0 5/31/01 Surface Treatment - Slurry Seal 533 10491 MT SHELLY CIR STONECRESS AVE NORTH END E 2 G3a 370 33 15,565 4/26/21 87 70 19 11 6/1/16 Overlay - AC Structural 574 10528 OSCAR CIR FREMONT ST EAST END E 2 D5a 475 33 18,187 4/21/21 87 98 0 2 5/31/01 Surface Treatment - Slurry Seal 588 10542 PAWLET CIR BUTTERFIELD ST EAST END E 2 D1b 272 33 10,451 4/21/21 87 80 18 2 1/1/07 Unknown Activity 612 10990 POINSETTIA AVE AVOCADO ST BAYBERRY ST E 2 C3a 716 36 25,776 4/23/21 87 60 0 40 1/1/80 New Construction - Initial 643 10592 RICHARDSON ST EDINGER AVE LILAC AVE E 2 H2a 238 40 9,520 3/19/20 87 62 32 6 8/31/18 Overlay - AC Structural 990 10947 RIO GRANDE CT YELLOWSTONE CT ANTELOPE RIVER AVE E 2 E6a 195 22 4,290 5/1/19 87 31 45 24 6/1/12 Overlay - AC Structural 647 10594 ROBIN AVE SAN FELIPE ST LAS FLORES ST E 2 E7a 484 36 18,360 3/5/20 87 100 0 0 6/13/08 Unknown Activity 660 10607 SALINAS RIVER CIR STANISLAUS ST EAST END E 2 E6b 625 33 21,881 5/1/19 87 100 0 0 6/1/12 Overlay - AC Structural 661 10608 SALMON AVE SANTA VALERIA ST SANTA OLIVIA ST E 2 B5b 790 36 30,320 4/29/22 87 84 16 0 7/1/11 Overlay - AC Structural 737 10681 SANTA LUCIA ST SLATER AVE NORTH END E 2 B4b 1,591 36 60,336 4/26/21 87 73 17 10 1/1/07 Unknown Activity 780 10724 SITKA CIR MT. COULTER ST EAST END E 2 D5b 144 42 6,754 4/21/21 87 100 0 0 5/31/01 Surface Treatment - Slurry Seal 805 10743 SUGARLOAF ST HEIL AVE STONECRESS AVE E 2 G3a 1,063 36 38,268 4/26/21 87 91 0 9 6/1/16 Overlay - AC Structural 839 10775 TIN MOUNTAIN CIR SANDSTONE AVE NORTH END E 2 G3b 425 36 16,775 4/26/21 87 94 0 6 6/1/16 Overlay - AC Structural 855 10790 VIREO CIR LOS CANARIOS ST EAST END E 2 E6b 396 33 14,324 5/1/19 87 100 0 0 6/1/12 Overlay - AC Structural 11000 10993 BAYBERRY ST POINSETTIA AVE LILY AVE E 2 C3a 299 36 10,764 4/23/21 88 98 0 2 1/1/80 New Construction - Initial 77 10066 CALLA CIR MAHOGANY ST EAST END E 2 C2b 174 33 7,217 7/13/20 88 100 0 0 5/25/01 Surface Treatment - Slurry Seal 102 10087 CEDAR CIR ROSE AVE NORTH END E 2 D3a 405 33 14,840 4/29/22 88 100 0 0 11/1/07 Unknown Activity 9008 10849 COLONIAL CIR PERCH AVE NORTH END E 2 F4a 320 32 13,595 5/10/19 88 98 0 2 6/1/15 Overlay - AC Structural 133 10113 CYPRESS ST TALBERT AVE LA AMAPOLA AVE E 2 D5b 499 36 17,964 4/21/21 88 100 0 0 5/25/01 Surface Treatment - Slurry Seal 215 10188 ELLIS FRONTAGE #4 JACARANDA ST EAST END E 2 D6b 482 26 13,417 7/13/20 88 100 0 0 6/6/12 Overlay - AC Structural 258 10228 GLADSTONE CIR MT. COLLIEN ST EAST END E 2 H3b 524 33 17,292 2/28/20 88 0 0 100 8/30/19 Overlay - AC Structural 270 10240 HAMILTON AVE MT. COULTER ST TOIYABE ST E 2 D5b 256 36 10,152 4/21/21 88 100 0 0 5/25/01 Surface Treatment - Slurry Seal 287 10256 HONEYSUCKLE AVE SCOTCH PINE ST BUSHARD ST E 2 C2a 1,481 36 54,066 4/23/20 88 20 0 80 5/26/01 Surface Treatment - Slurry Seal 310 10276 KIRWIN CIR MT. COLLIEN ST EAST END E 2 H3b 522 33 18,701 2/28/20 88 0 0 100 8/30/19 Overlay - AC Structural 342 10308 LA FONDA CIR WEST END LOS JARDINES EAST E 2 F4a 502 36 19,547 4/30/19 88 66 0 34 6/1/15 Overlay - AC Structural 387 10353 LIATRIS CIR HICKORY ST WEST END E 2 C2a 167 33 6,986 4/23/20 88 37 0 63 5/26/01 Surface Treatment - Slurry Seal 394 10360 LOLO CIR PEARL AVE NORTH END E 2 D3b 148 33 6,359 4/23/21 88 96 0 4 1/1/07 Unknown Activity 413 10376 LOS PINTOS CIR LA BATISTA AVE WEST END E 2 F4b 396 36 19,491 4/30/19 88 72 28 0 6/1/15 Overlay - AC Structural 465 10423 MOPAN RIVER AVE MT. WATERMAN ST STANISLAUS ST E 2 E6b 507 36 18,252 5/1/19 88 100 0 0 6/1/12 Overlay - AC Structural 486 10444 MT COLLIEN ST WARNER AVE KIRWIN CIR E 2 H3b 661 36 23,796 2/28/20 88 0 0 100 8/30/19 Overlay - AC Structural 605 10559 PIKE AVE SAN MATEO ST SAN LUIS ST E 2 E4b 308 36 12,968 4/29/22 88 100 0 0 8/1/09 Overlay - AC Structural 650 10597 ROSE AVE OLIVE ST BUSHARD ST E 2 C3a 190 36 6,840 4/23/21 88 72 28 0 6/13/08 Surface Treatment - Slurry Seal 662 10609 SAN ALFREDO CIR EL MANZANO AVE NORTH END E 2 F4a 192 32 7,619 4/30/19 88 100 0 0 6/1/15 Overlay - AC Structural 664 10612 SAN ANTONIO ST GARFIELD AVE NIGHTINGALE AVE E 2 E7b 1,040 36 37,440 3/5/20 88 44 53 3 6/13/08 Surface Treatment - Slurry Seal 672 10619 SAN CLEMENTE ST LA TORTOLA AVE LA CEBRA AVE E 2 E5b 860 36 32,840 4/29/19 88 100 0 0 6/1/12 Overlay - AC Structural 680 10626 SAN FRANCISCO ST LA CEBRA AVE EL MONTE AVE E 2 E5a 649 36 27,124 4/29/19 88 100 0 0 6/1/12 Overlay - AC Structural 699 10644 SAN VICENTE ST EL MONTEREY AVE NORTH END E 2 E5a 389 33 12,837 4/29/19 88 61 39 0 6/1/12 Overlay - AC Structural 720 10664 SANTA CLARA ST SOUTH END LA PALOMA AVE E 2 B4b 1,194 36 42,984 4/26/21 88 83 17 0 1/1/07 Unknown Activity 803 10741 STURGEON AVE FREMONT ST TOIYABE ST E 2 D5a 643 36 24,084 4/21/21 88 80 20 0 6/1/01 Surface Treatment - Slurry Seal 811 10750 SWALLOW AVE SAN FELIPE ST SAN BLAS ST E 2 E7b 729 36 27,180 5/1/20 88 90 7 3 6/13/08 Surface Treatment - Slurry Seal 7012 10840 TOIYABE CIR SOUTH END HAMILTON AVE E 2 D5b 243 33 9,275 4/21/21 88 93 0 7 1/1/80 New Construction - Initial 964 10919 TRUCKEE RIVER CT FIRESTONE CT YELLOWSTONE CT E 2 E6a 565 22 12,430 5/1/19 88 100 0 0 6/1/12 Overlay - AC Structural 850 10785 TURTLEDOVE AVE BRIAR ST LEMON ST E 2 D6a 972 36 35,928 7/13/20 88 100 0 0 6/6/12 Overlay - AC Structural 880 10813 WINDSOR AVE MAGNOLIA ST WARWICK CIR E 2 C5a 543 36 21,348 4/29/22 88 82 18 0 6/1/10 Overlay - AC Structural 998 10955 YELLOWSTONE CT RIO GRANDE CT TRUCKEE RIVER CT E 2 E6a 264 21 5,544 5/1/19 88 100 0 0 6/1/12 Overlay - AC Structural 98 10083 CAROB CIR LIVINGSTONE ST EAST END E 2 G2a 285 33 10,880 4/27/21 89 100 0 0 6/1/17 Overlay - AC Structural 110 10095 CIRCULO DE VILLA WARD ST WEST END E 2 E4a 619 32 21,373 4/30/19 89 83 0 17 6/22/12 Overlay - AC Structural 123 10106 CORIENDER AVE GLASS MOUNTAIN ST NEWHOPE ST E 2 G3a 1,037 36 38,912 4/26/21 89 97 0 3 6/1/16 Overlay - AC Structural 138 10118 DANDELION AVE SYCAMORE ST SHADBUSH ST E 2 D2b 611 36 21,996 4/15/20 89 62 38 0 3/1/22 Surface Treatment - Slurry Seal

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 172 10149 EL CORAZON AVE SAN MATEO ST SAN LUIS ST E 2 E4b 254 36 11,024 4/1/22 89 100 0 0 8/1/09 Overlay - AC Structural 179 10156 EL GRECO CIR NECTARINE ST WEST END E 2 D4a 406 33 14,873 4/14/22 89 61 0 39 5/25/01 Surface Treatment - Slurry Seal 227 10200 FALCON AVE SAN FELIPE ST WARD ST E 2 E7b 1,815 36 66,276 3/3/20 89 81 19 0 6/13/08 Unknown Activity 236 10207 FLAME TREE CIR LA ALAMEDA AVE SOUTH END E 2 D4b 583 33 19,239 4/14/22 89 92 0 8 5/25/01 Surface Treatment - Slurry Seal 264 10234 GREENLEAF ST WARNER AVE LA ESPERANZA AVE E 2 D4a 663 36 23,868 4/14/22 89 100 0 0 5/25/01 Surface Treatment - Slurry Seal 269 10239 GUM CIR EL PORTAL CIR SOUTH END E 2 D4b 54 74 5,471 4/21/21 89 100 0 0 5/25/01 Surface Treatment - Slurry Seal 7003 10831 JAY AVE MAGNOLIA ST PALM ST E 2 C7a 191 36 6,876 4/22/22 89 100 0 0 1/1/80 New Construction - Initial 313 10279 KONIGSMARK ST TALBERT AVE LA AMAPOLA AVE E 2 D5b 487 36 17,532 4/21/21 89 82 18 0 1/1/80 New Construction - Initial 316 10282 LA ALONDRA AVE LOS JARDINES WEST LOS ARCOS ST E 2 F5b 531 36 20,996 4/29/19 89 100 0 0 6/1/15 Overlay - AC Structural 335 10301 LA DESPENSA AVE LOS ALAMOS ST SAN FIDEL ST E 2 E5b 910 36 36,520 4/29/19 89 87 0 13 6/1/12 Overlay - AC Structural 336 10302 LA ESPERANZA AVE SPARKLEBERRY ST NECTARINE ST E 2 D4a 1,074 36 39,639 4/14/22 89 80 0 20 5/26/01 Surface Treatment - Slurry Seal 343 10309 LA FUENTE ST LA ROSA LN LOS JARDINES WEST E 2 F5a 211 28 6,658 4/29/19 89 100 0 0 6/1/15 Overlay - AC Structural 382 10348 LAVENDER AVE EUCLID ST SUGARLOAF ST E 2 G3a 1,170 36 42,120 4/26/21 89 100 0 0 6/1/16 Overlay - AC Structural 397 10363 LOS AMIGOS CIR LA TERRAZA AVE WEST END E 2 F4b 443 36 19,303 4/30/19 89 96 0 4 6/1/15 Overlay - AC Structural 454 10412 MESQUITE CIR SORREL ST NORTH END E 2 D2a 173 33 7,184 4/15/20 89 100 0 0 3/1/22 Surface Treatment - Slurry Seal 481 10439 MT CHERIE CIR MOPAN RIVER AVE NORTH END E 2 E6b 501 33 17,789 5/1/19 89 100 0 0 6/22/12 Overlay - AC Structural 540 10498 MT WATERMAN ST KINGBIRD AVE BUNTING CIR E 2 E6b 1,054 36 35,160 5/1/19 89 41 0 59 6/1/12 Overlay - AC Structural 589 10543 PEACOCK CIR JACARANDA ST EAST END E 2 D6b 423 32 14,792 7/13/20 89 96 0 4 6/1/12 Overlay - AC Structural 598 10552 PEREGRINE CIR LOS CANARIOS ST EAST END E 2 E6b 397 33 14,357 5/1/19 89 100 0 0 6/1/12 Overlay - AC Structural 678 10623 SAN FELIPE ST ORIOLE AVE FALCON AVE E 2 E7b 1,090 36 41,112 3/3/20 89 73 27 0 6/13/08 Unknown Activity 679 10625 SAN FIDEL ST LA DESPENSA AVE LA MARMOTA AVE E 2 E5b 259 36 13,084 4/29/19 89 100 0 0 6/1/12 Overlay - AC Structural 688 10633 SAN LUIS ST EL CORAZON AVE PIKE AVE E 2 E4b 682 36 28,312 4/29/22 89 100 0 0 8/1/09 Overlay - AC Structural 703 10648 SANDSTONE AVE MT. EDEN CIR NEWHOPE ST E 2 G3b 510 36 18,360 4/26/21 89 71 23 6 6/1/16 Overlay - AC Structural 728 10672 SANTA GERTRUDES CIR LA ROCA AVE NORTH END E 2 B5b 373 33 12,540 4/29/22 89 81 19 0 7/1/11 Overlay - AC Structural 797 10736 STANISLAUS ST PLACER RIVER CIR APACHE RIVER AVE E 2 E6b 979 36 35,244 5/10/19 89 100 0 0 6/22/12 Overlay - AC Structural 809 10987 SUNSET CT NAPA RIVER CT DURANGO RIVER CT E 2 E6a 389 22 8,558 5/1/19 89 54 0 46 6/1/12 Overlay - AC Structural 845 10781 TRADEWINDS ST SLATER AVE AMBERWOOD CIR E 2 E5a 210 32 6,720 4/29/19 89 25 36 39 6/1/12 Overlay - AC Structural 860 10795 WALNUT ST HEIL AVE GARDENIA AVE E 2 C3a 510 36 18,360 4/23/21 89 92 0 8 1/1/07 Surface Treatment - Slurry Seal 871 10805 WATT RIVER AVE COLVILLE ST GIFFORD ST E 2 C6b 294 36 11,520 4/21/22 89 100 0 0 1/1/80 New Construction - Initial 982 10939 AZTEC CT FALL RIVER CT ADOBE RIVER AVE E 2 E6a 230 22 5,060 5/1/19 90 59 41 0 6/1/12 Overlay - AC Structural 107 10092 CHINOOK AVE MEAD ST LOS JARDINES WEST E 2 F5a 590 36 21,990 4/29/19 90 100 0 0 6/1/15 Overlay - AC Structural 941 10897 DURANGO RIVER CT YOSEMITE CT SUNSET CT E 2 E6a 1,007 21 21,147 5/1/19 90 100 0 0 6/1/12 Overlay - AC Structural 174 10151 EL CORTEZ AVE NORTHWEST END WALNUT ST E 2 C4a 650 36 27,852 5/6/19 90 100 0 0 5/25/01 Surface Treatment - Slurry Seal 176 10153 EL DOMINO AVE LOS JARDINES EAST SAN PEDRO CIR E 2 F4a 521 36 20,636 4/30/19 90 100 0 0 6/1/15 Overlay - AC Structural 177 10154 EL ESTE AVE WARD ST LOS VASOS ST E 2 F5b 1,143 36 43,028 4/30/19 90 80 0 20 6/1/15 Overlay - AC Structural 186 10163 EL MONTEREY AVE LOS ALAMOS ST SAN FRANCISCO ST E 2 E5a 1,104 36 39,744 4/29/19 90 100 0 0 6/1/12 Overlay - AC Structural 331 10297 LA COLONIA AVE SANTA LUCIA ST SANTA SUZANNE ST E 2 B4b 300 36 10,800 5/10/19 90 54 44 2 1/1/07 Unknown Activity 337 10304 LA ESTRELLA AVE PEPPER TREE ST WALNUT ST E 2 C4b 671 36 26,576 5/6/19 90 100 0 0 5/26/01 Surface Treatment - Slurry Seal 369 10335 LA TEHAMA CIR LOS JARDINES WEST EAST END E 2 F4b 374 36 15,198 4/30/19 90 100 0 0 6/1/15 Overlay - AC Structural 371 10337 LA TERRAZA AVE LOS JARDINES EAST LOS AMIGOS CIR E 2 F4b 250 36 10,880 4/30/19 90 100 0 0 6/1/15 Overlay - AC Structural 384 10350 LEMON ST TURTLEDOVE AVE TALBERT FRONTAGE RD E 2 D6a 528 36 19,008 7/13/20 90 100 0 0 6/1/12 Overlay - AC Structural 460 10418 MODOC ST EL REY AVE NORTH EAST END E 2 D4b 368 36 13,248 4/21/21 90 100 0 0 5/31/01 Surface Treatment - Slurry Seal 547 10503 MULLEIN CIR SHAMROCK AVE NORTH END E 2 D2a 372 33 13,751 3/19/20 90 82 0 18 3/1/22 Surface Treatment - Slurry Seal 556 10513 NIGHTINGALE AVE LOS LEONES ST SAN ANTONIO ST E 2 E7b 1,000 36 36,936 5/1/20 90 77 23 0 6/13/08 Surface Treatment - Slurry Seal 595 10549 PEPPER TREE ST EL SOL AVE LA ESTRELLA AVE E 2 C4b 523 36 21,248 5/6/19 90 100 0 0 5/31/01 Surface Treatment - Slurry Seal 614 10567 POPLAR ST LA LUNA AVE LA ESTRELLA AVE E 2 C4b 726 36 28,556 5/6/19 90 100 0 0 5/31/01 Surface Treatment - Slurry Seal 620 10572 PUFFIN AVE BRIAR ST LEMON ST E 2 D6a 998 36 35,928 7/13/20 90 100 0 0 6/6/12 Overlay - AC Structural 929 10885 REIMER ST LOS JARDINES WEST EL SILBIDO AVE E 2 F4a 790 36 28,940 4/30/19 90 82 0 18 6/1/15 Overlay - AC Structural 657 10604 RUSHMORE ST BEGONIA AVE LAVENDER AVE E 2 G3a 310 36 13,040 4/26/21 90 100 0 0 6/1/16 Overlay - AC Structural 674 10621 SAN DIEGO CIR EL MONTEREY AVE NORTH END E 2 E5a 373 33 13,784 4/29/19 90 95 0 5 6/1/12 Overlay - AC Structural 697 10642 SAN RICARDO ST SOUTH END WARNER AVE E 2 F4a 1,261 36 42,751 5/10/19 90 94 0 6 6/1/15 Overlay - AC Structural 711 10654 SANTA BARBARA ST SWALLOW AVE NIGHTINGALE AVE E 2 B7b 524 36 19,800 4/1/22 90 100 0 0 7/1/11 Overlay - AC Structural 1050 10961 SLATER FRONTAGE #2 WEST END EAST END E 2 F4b 800 29 25,778 4/30/19 90 100 0 0 6/1/15 Overlay - AC Structural 810 10747 SUZETTE RIVER CIR NEWHOPE ST WEST END E 2 G2a 293 33 11,144 4/27/21 90 97 0 3 6/1/17 Overlay - AC Structural 825 10761 TANAGER AVE PLUMOSA ST BUSHARD ST E 2 C7a 1,135 36 42,708 4/21/22 90 96 0 4 1/1/80 New Construction - Initial 860 10798 WALNUT ST EL MORADO AVE EL COLORADO AVE E 2 C5a 990 36 39,840 4/29/22 90 73 22 5 6/1/10 Overlay - AC Structural 13 10012 ANTELOPE RIVER AVE KINGS CANYON ST WARD ST E 2 E6a 1,191 36 41,485 5/1/19 91 100 0 0 6/1/12 Overlay - AC Structural 52 10044 BLUE ALLIUM AVE EUCLID ST MT. EMMA ST E 2 G2b 938 36 35,648 4/27/21 91 45 0 55 6/1/17 Overlay - AC Structural 927 10883 CLOVER AVE BUSHARD ST PLUMAS CT E 2 C3b 279 36 10,044 4/26/22 91 66 34 0 6/13/08 Surface Treatment - Slurry Seal 142 10122 DELPHINIUM AVE LIVINGSTONE ST NEWHOPE ST E 2 G2a 1,180 36 42,480 4/27/21 91 87 0 13 6/1/17 Overlay - AC Structural 163 10140 EL CAMPO AVE LOS JARDINES WEST LOS ARCOS ST E 2 F5a 651 36 25,316 4/29/19 91 100 0 0 6/1/15 Overlay - AC Structural 183 10160 EL MAR AVE SACUILLO ST LOS JARDINES EAST E 2 F5a 832 36 31,832 4/29/19 91 100 0 0 6/1/15 Overlay - AC Structural 189 10166 EL MORRO CIR LOS JARDINES WEST EAST END E 2 F4b 313 36 13,002 4/30/19 91 100 0 0 6/1/15 Overlay - AC Structural 191 10168 EL PICADOR CIR LOS JARDINES WEST EAST END E 2 F4b 319 36 14,952 4/30/19 91 100 0 0 6/1/15 Overlay - AC Structural 199 10175 EL RUBI CIR LOS JARDINES WEST SOUTHEAST END E 2 F4a 298 36 12,462 4/30/19 91 100 0 0 6/1/15 Overlay - AC Structural 973 10928 EL TIBURON AVE STAEDLER ST LOS JARDINES WEST E 2 F4a 265 36 9,540 4/30/19 91 100 0 0 6/1/15 Overlay - AC Structural 938 10894 ELK RIVER CT ANTELOPE RIVER AVE CRATER LAKE CT E 2 E6a 924 21 19,404 5/1/19 91 100 0 0 6/1/12 Overlay - AC Structural 10851 10851 FLAME TREE ST FLAME TREE CIR LA CAPILLA AVE E 2 D4a 140 33 4,620 4/29/22 91 45 26 29 1/1/80 New Construction - Initial

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 246 10217 GALLATIN ST THYME AVE HONEYSUCKLE AVE E 2 C2a 955 36 36,260 4/23/20 91 77 23 0 5/25/01 Surface Treatment - Slurry Seal 252 10223 GERANIUM CIR MAHOGANY ST EAST END E 2 C2b 170 33 7,085 4/28/20 91 64 0 36 5/25/01 Surface Treatment - Slurry Seal 259 10229 GLASS MOUNTIAN ST CORIENDER AVE STONECRESS AVE E 2 G3a 515 36 21,500 4/26/21 91 87 0 13 6/1/16 Overlay - AC Structural 9000 10841 GRACE AVE EUCLID ST MT. HERRMANN ST I 2 G5a 1,315 46 60,490 3/5/20 91 58 0 42 1/1/80 New Construction - Initial 286 10255 HOLLYHOCK AVE MAHOGANY ST BUSHARD ST E 2 C2b 282 36 10,152 4/28/20 91 63 0 37 5/26/01 Surface Treatment - Slurry Seal 7011 10839 LA AMAPOLA CIR WEST END KONIGSMARK ST E 2 D5b 217 32 6,944 4/21/21 91 100 0 0 5/26/01 Surface Treatment - Slurry Seal 319 10285 LA BAHIA AVE LOS JARDINES WEST SAN JULIAN ST E 2 F5a 400 36 16,280 4/29/19 91 90 0 10 6/1/15 Overlay - AC Structural 356 10324 LA PALOMA AVE WALNUT ST OAK ST E 2 C4a 279 36 10,044 4/26/21 91 100 0 0 5/26/01 Surface Treatment - Slurry Seal 359 10325 LA PERLA AVE LOS ESTADOS ST LOS VASOS ST E 2 F5b 960 36 36,440 4/30/19 91 100 0 0 6/1/15 Overlay - AC Structural 364 10330 LA ROSA LN LA FUENTE ST LA LIMA ST E 2 F5b 1,682 28 48,032 4/29/19 91 100 0 0 6/1/15 Overlay - AC Structural 373 10339 LA TORTOLA AVE LOS ALAMOS ST SAN CLEMENTE ST E 2 E5b 259 36 11,124 4/29/19 91 100 0 0 6/1/12 Overlay - AC Structural 392 10357 LIVINGSTONE ST BLUEBELL AVE TWINSPAN AVE E 2 G2a 842 36 30,312 4/27/21 91 93 0 7 6/1/17 Overlay - AC Structural 417 10380 LOS SANTOS ST LA BATISTA AVE EL PASO AVE E 2 F4b 272 36 13,552 4/30/19 91 100 0 0 6/1/15 Overlay - AC Structural 463 10421 MONTECITO ST ELLIS AVE PLACER RIVER AVE E 2 E6b 152 36 5,472 5/1/19 91 51 49 0 6/22/12 Overlay - AC Structural 541 10499 MT WHITNEY ST CAMELLIA AVE SUDITH AVE E 2 G3b 257 33 8,981 3/12/20 91 97 0 3 6/1/16 Overlay - AC Structural 551 10506 NECTARINE ST WARNER AVE LA ESPERANZA AVE E 2 D4a 681 36 26,396 4/14/22 91 81 0 19 5/31/01 Surface Treatment - Slurry Seal 692 10637 SAN MINISO CIR SAN LEON AVE NORTH END E 2 F5b 151 36 8,791 4/29/19 91 100 0 0 6/1/15 Overlay - AC Structural 727 10671 SANTA FE CIR LA ROCA AVE NORTH END E 2 B5b 380 33 12,540 4/29/22 91 100 0 0 7/1/11 Overlay - AC Structural 1003 10962 SLATER FRONTAGE #1 SLATER AVE WEST END E 2 F4b 211 29 7,542 4/29/19 91 100 0 0 6/1/15 Overlay - AC Structural 795 10734 SPRUCE ST HEIL AVE GARDENIA AVE E 2 D3a 518 36 18,648 4/15/20 91 75 25 0 11/1/07 Unknown Activity 836 10772 THRUSH AVE SAN ANTONIO ST WARD ST E 2 E7a 527 36 18,972 3/3/20 91 67 24 9 6/13/08 Unknown Activity 868 10802 WARWICK CIR WINDSOR AVE NORTH END E 2 C5a 397 33 17,961 4/29/22 91 76 24 0 6/1/10 Overlay - AC Structural 33 10027 BANANA ST SHAMROCK AVE MISTLETOE AVE E 2 D2a 406 36 18,376 3/19/20 92 100 0 0 3/1/22 Surface Treatment - Slurry Seal 157 10134 EL ADELANTE AVE LOS JARDINES WEST SAN FABIAN ST E 2 F5a 444 36 17,864 4/29/19 92 94 0 6 6/1/15 Overlay - AC Structural 178 10155 EL GORRA CIR LOS JARDINES WEST EAST END E 2 F4a 378 36 15,342 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 954 10909 EL SILBIDO AVE REIMER ST LOS JARDINES WEST E 2 F4a 575 36 21,200 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 203 10178 EL SONETO AVE LOS JARDINES WEST SAN JULIAN ST E 2 F5a 368 36 15,128 4/29/19 92 100 0 0 6/1/15 Overlay - AC Structural 207 10181 EL TORO AVE LOS JARDINES WEST SAN FABIAN ST E 2 F5a 627 36 24,452 4/29/19 92 100 0 0 6/1/15 Overlay - AC Structural 212 10186 ELDER ST EL VALLE AVE SLATER AVE E 2 C5a 184 36 6,624 4/29/22 92 94 0 6 6/1/10 Overlay - AC Structural 240 10211 FLYINGFISH CIR WARD ST EAST END E 2 F4a 302 36 12,347 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 242 10213 FOSTER ST PHILLIPS AVE TALBERT AVE E 2 D6a 1,485 32 48,456 5/10/19 92 73 0 27 8/1/09 Overlay - AC Structural 260 10230 GOLDENEYE AVE LOS TIEMPOS ST EUCLID ST E 2 F5b 1,143 36 43,028 4/29/19 92 100 0 0 6/1/15 Overlay - AC Structural 308 10275 KINGS CANYON ST OLYMPIC CT NORTH END E 2 E6a 560 33 20,992 4/8/22 92 87 0 13 8/1/09 Overlay - AC Structural 326 10292 LA CARTA AVE LOS JARDINES EAST SAN LORENZO CIR E 2 F4a 358 36 14,768 4/30/19 92 75 25 0 6/1/15 Overlay - AC Structural 331 10298 LA COLONIA AVE OAK ST EAST END E 2 C4b 1,080 36 42,280 4/26/21 92 95 0 5 5/26/01 Surface Treatment - Slurry Seal 353 10319 LA MARMOTA AVE SAN FIDEL ST WARD ST E 2 E5b 165 36 7,820 4/29/19 92 100 0 0 6/1/12 Overlay - AC Structural 402 10366 LOS ENCINOS ST LA TERRAZA AVE EL CENTRO AVE E 2 F4b 260 36 13,120 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 907 10371 LOS JARDINES WEST SLATER AVE SACUILLO ST E 2 F5a 2,505 36 97,308 4/7/22 92 100 0 0 8/1/09 Overlay - AC Structural 410 10373 LOS LEONES ST CARDINAL AVE NIGHTINGALE AVE E 2 E7b 279 36 10,980 5/1/20 92 89 0 11 6/13/08 Unknown Activity 416 10379 LOS ROBLES CIR EL DOMINO AVE NORTH END E 2 F4a 269 36 11,159 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 419 10382 LOS VASOS ST TALBERT AVE EL ESTE AVE E 2 F5b 510 36 20,240 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 475 10433 MT BADEN POWELL ST BLUE ALLIUM AVE BELLFLOWER AVE E 2 G2a 1,135 36 40,860 4/27/21 92 61 0 39 6/1/17 Overlay - AC Structural 555 10510 NIEVES ST LOS JARDINES EAST LA FLOR AVE E 2 F5b 228 33 9,404 4/29/19 92 100 0 0 6/1/15 Overlay - AC Structural 587 10541 PAULINE LN GARFIELD AVE WARBLER AVE E 2 C7b 176 46 7,016 4/29/22 92 67 33 0 1/1/80 New Construction - Initial 597 10551 PERCH AVE WARD ST COLONIAL CIR E 2 F4a 238 32 9,496 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 610 10563 PLACER RIVER AVE MONTICITO ST STANISLAUS ST E 2 E6b 245 36 8,820 5/1/19 92 100 0 0 6/1/12 Overlay - AC Structural 655 10602 ROUTT ST MINT AVE CROCUS ST E 2 C2a 430 36 17,360 4/23/20 92 76 0 24 5/31/01 Surface Treatment - Slurry Seal 676 10622 SAN FABIAN ST EL ADELANTE AVE EL TORO AVE E 2 F5a 250 36 12,760 4/29/19 92 54 0 46 6/1/15 Overlay - AC Structural 685 10630 SAN JULIAN ST EL SONETO AVE LA BAHIA AVE E 2 F5a 250 36 12,760 4/29/19 92 100 0 0 6/1/15 Overlay - AC Structural 686 10631 SAN LEON AVE SAN MINISO CIR SAN CANDELO ST E 2 F5b 1,001 36 37,916 4/29/19 92 66 0 34 6/1/15 Overlay - AC Structural 694 10639 SAN PASQUAL ST NIGHTENGALE AVE FALCON AVE E 2 E7b 267 36 9,612 3/5/20 92 100 0 0 6/13/08 Unknown Activity 695 10640 SAN PEDRO CIR EL DOMINO AVE NORTH END E 2 F4a 270 36 13,075 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 698 10643 SAN SIMEON ST EL MONTEREY AVE NORTH END E 2 E5a 389 33 12,837 4/29/19 92 100 0 0 6/1/12 Overlay - AC Structural 973 10929 STAEDLER CIR STAEDLER ST END E 2 F4a 238 36 12,168 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 974 10930 STAEDLER ST EL SILBIDO AVE STAEDLER CIR E 2 F4a 250 36 9,000 4/30/19 92 100 0 0 6/1/15 Overlay - AC Structural 846 10782 TRILLIUM AVE REDWOOD ST SILKTREE ST E 2 D3a 268 36 9,648 4/22/21 92 100 0 0 6/13/08 Surface Treatment - Slurry Seal 869 10803 WASHBURN ST DELPHINIUM AVE EDINGER AVE E 2 G2a 513 36 18,468 4/27/21 92 100 0 0 6/1/17 Overlay - AC Structural 981 10938 ARCHES CT CORRAL RIVER CT ADOBE RIVER AVE E 2 E6a 261 22 5,742 5/1/19 93 100 0 0 6/1/12 Overlay - AC Structural 934 10890 BIG BEN CT ADOBE RIVER AVE CORRAL RIVER CT E 2 E6a 191 22 4,202 5/1/19 93 100 0 0 6/1/12 Overlay - AC Structural 55 10047 BOXWOOD CIR SOUTH END LA AMAPOLA AVE E 2 D5b 269 32 11,120 4/21/21 93 100 0 0 5/25/01 Surface Treatment - Slurry Seal 996 10953 COLUMBIA RIVER CT KINGS CANYON ST ZION CT E 2 E6a 220 22 4,840 5/1/19 93 100 0 0 6/1/12 Overlay - AC Structural 184 10161 EL MOLINO CIR BAY ST EAST END E 2 C5b 340 33 14,280 4/25/22 93 100 0 0 6/1/10 Overlay - AC Structural 188 10165 EL MORADO AVE BAY CIR WALNUT ST E 2 C5a 353 33 13,749 4/29/22 93 100 0 0 6/1/10 Overlay - AC Structural 218 10991 ELM ST GARDENIA AVE POINSETTIA AVE E 2 C3a 304 36 10,944 4/23/21 93 51 0 49 1/1/80 New Construction - Initial 218 10992 ELM ST POINSETTIA AVE LILY AVE E 2 C3a 298 36 10,728 4/23/21 93 95 0 5 1/1/80 New Construction - Initial 281 10250 HEVER CIR WINDSOR AVE NORTH END E 2 C5a 450 33 17,910 4/29/22 93 100 0 0 6/1/10 Overlay - AC Structural 284 10253 HIRAM ST EDINGER AVE MOSS GLEN AVE E 2 D1b 175 36 6,300 4/15/20 93 100 0 0 1/1/07 Unknown Activity 302 10270 JUNCO AVE CAPENSE ST BUSHARD ST E 2 C7b 168 46 6,648 4/29/22 93 100 0 0 1/1/80 New Construction - Initial

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 303 10271 JUNIPER ST LA PALOMA AVE EL CORTEZ AVE E 2 C4a 443 36 15,948 5/6/19 93 100 0 0 5/26/01 Surface Treatment - Slurry Seal 341 10307 LA FLOR AVE LOS JARDINES EAST NIEVES ST E 2 F5b 214 33 8,942 4/29/19 93 100 0 0 6/1/15 Overlay - AC Structural 392 10358 LIVINGSTONE ST PRIMROSE AVE SNOWDROP AVE E 2 G2b 537 36 21,212 4/27/21 93 44 0 56 6/1/17 Overlay - AC Structural 377 10343 LOS ARCOS ST EL CAMPO AVE LA ALONDRA AVE E 2 F5a 250 36 12,760 4/29/19 93 93 0 7 6/1/15 Overlay - AC Structural 403 10367 LOS ESTADOS ST LA PERLA AVE EL ESTE AVE E 2 F5b 312 36 13,112 4/30/19 93 100 0 0 6/1/15 Overlay - AC Structural 406 10370 LOS JARDINES EAST SLATER AVE LOS JARDINES WEST E 2 F4b 2,494 36 89,784 5/10/19 93 100 0 0 8/1/09 Overlay - AC Structural 9006 10847 LOS JARDINES EAST FR SLATER FRONTAGE #4 SOUTH END E 2 F5a 300 26 8,550 4/29/19 93 93 0 7 6/1/15 Overlay - AC Structural 412 10375 LOS PESOS CIR GOLDENEYE AVE SOUTH END E 2 F5b 370 33 13,685 4/29/19 93 100 0 0 6/1/15 Overlay - AC Structural 449 10409 MEAD ST ANGEL AVE CHINOOK AVE E 2 F5a 269 36 10,434 4/29/19 93 100 0 0 6/1/15 Overlay - AC Structural 472 10430 MT ACOMA CIR STONECRESS AVE NORTH END E 2 G3a 403 33 14,774 2/28/20 93 19 0 81 6/1/16 Overlay - AC Structural 493 10451 MT DUNHAVEN ST HEIL AVE TOPAZ AVE E 2 G2b 511 36 20,276 4/27/21 93 66 0 34 6/1/17 Overlay - AC Structural 507 10465 MT HICKS ST BELLFLOWER AVE EDINGER AVE E 2 G2a 717 36 27,692 4/27/21 93 80 0 20 6/1/17 Overlay - AC Structural 525 10483 MT NEWBERRY CIR IVORY AVE NORTH END E 2 G2b 352 33 13,091 4/27/21 93 90 0 10 6/1/17 Overlay - AC Structural 527 10484 MT NIMBUS ST CORAL ALOE AVE NORTH END E 2 G2a 305 36 12,455 4/27/21 93 100 0 0 6/1/17 Overlay - AC Structural 959 10942 MUIR WOODS CT ADOBE RIVER AVE DELTA RIVER CT E 2 E6a 246 22 4,412 5/1/19 93 88 0 12 6/1/12 Overlay - AC Structural 548 10504 MYRTLEWOOD ST HEATHER AVE JASMINE AVE E 2 C2b 980 36 35,280 4/28/20 93 100 0 0 5/31/01 Surface Treatment - Slurry Seal 7007 10835 NIGHTINGALE CIR SAN ANTONIO ST EAST END E 2 E7b 470 32 16,359 3/5/20 93 100 0 0 6/13/08 Surface Treatment - Slurry Seal 563 10995 OAK ST LA PALOMA AVE CDS E 2 C4a 528 36 20,258 5/10/19 93 53 0 47 1/13/10 New Construction - AC 583 10538 PALM ST LA CASITA AVE LA PALOMA AVE E 2 C4a 260 36 11,780 5/6/19 93 100 0 0 5/31/01 Surface Treatment - Slurry Seal 961 10916 PINTO RIVER CT END END E 2 E6a 169 21 3,549 5/1/19 93 100 0 0 6/1/12 Overlay - AC Structural 687 10632 SAN LORENZO CIR LA CARTA AVE WEST END E 2 F4a 405 36 19,815 4/30/19 93 100 0 0 6/1/15 Overlay - AC Structural 689 10634 SAN MAIZ ST SAN LEON AVE LOS JARDINES EAST E 2 F5b 229 36 8,244 4/29/19 93 100 0 0 6/1/15 Overlay - AC Structural 693 10638 SAN PACO CIR WEST END EAST END E 2 F5a 485 33 18,955 4/29/19 93 61 0 39 6/1/15 Overlay - AC Structural 700 10645 SANDALWOOD ST HEIL AVE JASMINE AVE E 2 C2b 1,170 36 42,120 4/28/20 93 68 0 32 5/31/01 Surface Treatment - Slurry Seal 706 10650 SANTA ALBERTA CIR ELLIS AVE NORTH END E 2 B6b 565 33 21,705 4/25/22 93 100 0 0 7/1/11 Overlay - AC Structural 9007 10848 SLATER FRONTAGE #4 LOS JARDINES EAST FR EAST END E 2 F5a 350 26 9,850 4/29/19 93 63 0 37 6/1/15 Overlay - AC Structural 940 10896 SMOKE RIVER CT END ANTELOPE RIVER AVE E 2 E6a 185 22 4,070 5/1/19 93 100 0 0 6/1/12 Overlay - AC Structural 837 10773 THYME AVE CACHE ST GALLATIN ST E 2 C2a 750 36 30,760 4/23/20 93 100 0 0 1/1/80 New Construction - Initial 860 10796 WALNUT ST LA COLONIA AVE EL CORTEZ AVE E 2 C4b 1,893 36 69,548 5/6/19 93 100 0 0 1/1/80 New Construction - Initial 882 10815 WINTERGREEN CIR SWEETLEAF ST WEST END E 2 C2a 581 33 20,648 4/23/20 93 87 0 13 1/1/80 New Construction - Initial 962 10917 YOSEMITE CT DURANGO RIVER CT END E 2 E6a 261 22 5,742 5/1/19 93 56 44 0 6/1/12 Overlay - AC Structural 960 10915 ZION CT END END E 2 E6a 231 21 4,851 5/1/19 93 100 0 0 6/1/12 Overlay - AC Structural 20 10018 ASH ST LA COLONIA AVE LA ESTRELLA AVE E 2 C4b 962 36 35,346 5/6/19 94 100 0 0 5/25/01 Surface Treatment - Slurry Seal 904 10860 AVENIDA COMPADRES AVENIDA SUENOS END E 2 F4a 426 22 9,372 4/30/19 94 100 0 0 6/1/15 Overlay - AC Structural 925 10881 AVENIDA SUENOS CAMINO REAL AVENIDA COMPADRES E 2 F4a 240 22 8,130 4/30/19 94 100 0 0 6/1/15 Overlay - AC Structural 74 10063 CACHE ST HONEYSUCKLE AVE THYME AVE E 2 C2a 974 36 36,944 4/23/20 94 95 0 5 5/25/01 Surface Treatment - Slurry Seal 134 10114 DAFFODIL AVE PONDEROSA ST SCOTCH PINE ST E 2 C2b 1,000 36 36,000 4/23/20 94 87 0 13 5/25/01 Surface Treatment - Slurry Seal 185 10162 EL MONTE AVE SAN FRANCISCO ST WARD ST E 2 E5a 190 36 8,720 4/29/19 94 100 0 0 6/1/12 Overlay - AC Structural 218 10191 ELM ST LA COLONIA AVE LA ESTRELLA AVE E 2 C4b 962 36 34,632 5/6/19 94 81 0 19 5/25/01 Surface Treatment - Slurry Seal 239 10210 FLOWER AVE EUCLID ST MT. TRICIA ST E 2 G2a 925 36 33,300 4/27/21 94 91 0 9 6/1/17 Overlay - AC Structural 9003 10844 FOXGLOVE AVE MAGNOLIA ST HICKORY ST E 2 C2b 305 36 10,980 4/23/20 94 100 0 0 5/25/01 Surface Treatment - Slurry Seal 251 10222 GERANIUM AVE ROSEWOOD ST MAHOGANY ST E 2 C2b 301 36 10,836 4/28/20 94 100 0 0 5/25/01 Surface Treatment - Slurry Seal 274 10243 HEATHER AVE SANDALWOOD ST ROSEWOOD ST E 2 C2b 598 36 23,408 4/28/20 94 100 0 0 5/25/01 Surface Treatment - Slurry Seal 300 10268 JASMINE CIR MAHOGANY ST EAST END E 2 C2b 176 33 7,283 4/23/20 94 100 0 0 5/26/02 Surface Treatment - Slurry Seal 327 10295 LA CASITA AVE PALM ST WALNUT ST E 2 C4a 971 36 34,956 5/6/19 94 100 0 0 1/1/80 New Construction - Initial 349 10315 LA LIMA ST LA ROSA LN LOS JARDINES WEST E 2 F5b 358 28 10,024 4/29/19 94 100 0 0 6/1/15 Overlay - AC Structural 356 10323 LA PALOMA AVE MAGNOLIA ST WALNUT ST E 2 C4a 1,171 36 42,156 5/6/19 94 100 0 0 5/26/01 Surface Treatment - Slurry Seal 414 10377 LOS PRADOS ST GOLDENEYE AVE SOUTH END E 2 F5b 410 36 15,420 4/29/19 94 99 0 1 6/1/15 Overlay - AC Structural 418 10381 LOS TIEMPOS ST TALBERT AVE GOLDENEYE AVE E 2 F5b 511 33 18,743 4/29/19 94 100 0 0 6/1/15 Overlay - AC Structural 474 10432 MT ARARAT CIR IVORY AVE NORTH END E 2 G2b 352 33 13,091 4/27/21 94 73 0 27 6/1/17 Overlay - AC Structural 487 10445 MT COOK CIR STONECRESS AVE NORTH END E 2 G3a 370 33 13,685 4/26/21 94 95 0 5 6/1/16 Overlay - AC Structural 489 10447 MT CRAIG CIR CORAL ALOE AVE NORTH END E 2 G2a 307 33 11,606 4/27/21 94 88 0 12 6/1/17 Overlay - AC Structural 494 10452 MT EDEN CIR SANDSTONE AVE NORTH END E 2 G3b 513 36 19,943 4/26/21 94 91 0 9 6/1/16 Overlay - AC Structural 495 10453 MT EDEN ST SANDSTONE AVE WARNER AVE E 2 G3b 686 36 24,696 4/26/21 94 86 0 14 6/1/16 Overlay - AC Structural 527 10485 MT NIMBUS ST SOUTH END CORAL ALOE AVE E 2 G2b 693 36 24,948 4/27/21 94 94 0 6 6/1/17 Overlay - AC Structural 653 10600 ROSEWOOD ST HEATHER AVE JASMINE AVE E 2 C2b 980 36 37,160 4/28/20 94 100 0 0 5/31/01 Surface Treatment - Slurry Seal 670 10617 SAN CANDELO ST EL CID AVE SAN LEON AVE E 2 F5a 1,157 36 45,412 4/29/19 94 100 0 0 6/1/15 Overlay - AC Structural 1051 10960 SLATER FRONTAGE #3 WEST END EAST END E 2 F4b 315 29 11,713 4/30/19 94 90 0 10 6/1/15 Overlay - AC Structural 842 10778 TOPAZ AVE MT. DUNHAVEN ST WEST END E 2 G2b 130 33 6,170 4/27/21 94 88 0 12 6/1/17 Overlay - AC Structural 909 10865 AVENIDA ABUELITOS AVENIDA COMPADRES CAMINO REAL E 2 F4a 242 21 5,082 4/30/19 95 100 0 0 6/1/15 Overlay - AC Structural 42 10036 BELLFLOWER AVE EUCLID ST MT. HICKS ST E 2 G2a 1,195 36 43,020 4/27/21 95 100 0 0 6/1/17 Overlay - AC Structural 69 10059 BUTTERCUP AVE PONDEROSA ST SCOTCH PINE ST E 2 C2b 1,000 36 39,760 4/23/20 95 100 0 0 5/25/01 Surface Treatment - Slurry Seal 75 10064 CALADIUM AVE ROUTT ST SWEETLEAF ST E 2 C2a 1,304 36 46,944 4/23/20 95 100 0 0 5/25/01 Surface Treatment - Slurry Seal 82 10070 CAMELLIA AVE EUCLID ST MT. WHITNEY ST E 2 G3b 660 36 24,260 3/12/20 95 42 0 58 6/1/16 Overlay - AC Structural 94 10079 CARIBOU ST THYME AVE HONEYSUCKLE AVE E 2 C2a 962 36 34,632 4/23/20 95 93 0 7 5/25/01 Surface Treatment - Slurry Seal 104 10089 CHALLIS ST THYME AVE JOJOBA AVE E 2 C2a 710 36 27,440 4/23/20 95 93 0 7 5/25/01 Surface Treatment - Slurry Seal 117 10100 COLUMBINE AVE PONDEROSA ST SCOTCH PINE ST E 2 C2b 1,000 36 36,000 4/23/20 95 100 0 0 5/25/01 Surface Treatment - Slurry Seal 132 10112 CROCUS AVE ROUTT ST SWEETLEAF ST E 2 C2a 1,305 36 48,860 4/23/20 95 90 0 10 5/25/01 Surface Treatment - Slurry Seal

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 146 10125 DEW DROP AVE MT. TODD ST MT. KIBBY ST E 2 G3a 257 36 13,012 4/26/21 95 100 0 0 6/1/16 Overlay - AC Structural 167 10144 EL CHINO AVE LOS JARDINES EAST SAN CANDELO ST E 2 F5a 279 36 10,044 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 168 10145 EL CID AVE LOS JARDINES EAST SAN CANDELO ST E 2 F5a 394 36 16,064 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 170 10147 EL COCO CIR SAN CANDELO ST WEST END E 2 F5a 252 33 9,791 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 231 10203 FIG ST JASMINE AVE HONEYSUCKLE AVE E 2 C2a 277 36 9,972 4/23/20 95 100 0 0 5/25/01 Surface Treatment - Slurry Seal 299 10267 JASMINE AVE SCOTCH PINE ST MAHOGANY ST E 2 C2b 1,197 36 43,092 4/23/20 95 100 0 0 5/26/01 Surface Treatment - Slurry Seal 9002 10843 JOJOBA AVE CHALLIS ST CACHE ST E 2 C2a 250 36 9,800 4/23/20 95 100 0 0 5/26/01 Surface Treatment - Slurry Seal 337 10305 LA ESTRELLA AVE OAK ST POPLAR ST E 2 C4b 945 36 36,440 5/6/19 95 100 0 0 5/26/01 Surface Treatment - Slurry Seal 348 10314 LA LILA LN LA ROSA LN LOS JARDINES WEST E 2 F5b 303 28 8,484 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 351 10318 LA LUNA AVE ASH ST BUSHARD ST E 2 C4b 619 36 22,284 5/6/19 95 100 0 0 5/26/01 Surface Treatment - Slurry Seal 354 10320 LA MARQUESA AVE SAN BAYAS ST LOS JARDINES EAST E 2 F5a 760 36 29,240 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 363 10329 LA ROSA CIR LA ROSA LN WEST END E 2 F5a 162 28 6,101 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 381 10347 LAUREL ST LA PALOMA AVE EL CORTEZ CIR E 2 C4a 592 36 21,312 5/6/19 95 100 0 0 5/26/01 Surface Treatment - Slurry Seal 456 10414 MINT AVE MAGNOLIA ST HICKORY ST E 2 C2a 305 36 10,980 4/23/20 95 62 0 38 5/31/01 Surface Treatment - Slurry Seal 503 10461 MT HARKNESS ST CORAL ALOE AVE BELLFLOWER ST E 2 G2a 575 36 20,700 4/27/21 95 86 0 14 6/1/17 Overlay - AC Structural 511 10469 MT ISLIP CIR BLUE ALLIUM AVE NORTH END E 2 G2b 307 33 11,606 4/27/21 95 100 0 0 6/1/17 Overlay - AC Structural 517 10475 MT LOWE CIR CORAL ALOE AVE NORTH END E 2 G2a 307 33 11,606 4/27/21 95 100 0 0 6/1/17 Overlay - AC Structural 524 10482 MT NEOTA ST STONECRESS AVE HEIL AVE E 2 G3a 533 36 19,188 4/26/21 95 94 0 6 6/1/16 Overlay - AC Structural 536 10494 MT TRICIA ST PETAL AVE EDINGER AVE E 2 G2a 461 36 18,476 4/27/21 95 77 0 23 6/1/17 Overlay - AC Structural 559 10514 NIGHTHAWK CIR LOS PRADOS ST EAST END E 2 F5b 183 33 7,514 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 600 10554 PETAL AVE EUCLID ST MT. TRICIA ST E 2 G2a 926 36 35,216 4/27/21 95 93 0 7 6/1/17 Overlay - AC Structural 613 10566 PONDEROSA ST FOXGLOVE AVE BUTTERCUP AVE E 2 C2b 766 36 29,456 4/23/20 95 93 0 7 5/31/01 Surface Treatment - Slurry Seal 666 10613 SAN BAYAS ST SLATER AVE LA MARQUESA AVE E 2 F4b 277 36 11,852 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 673 10620 SAN CORZO ST LOS JARDINES EAST SAN PACO AVE E 2 F5b 180 36 7,955 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 945 10900 SAND DUNES CT TRUCKEE RIVER CT ANTELOPE RIVER AVE E 2 E6a 266 22 5,852 5/1/19 95 100 0 0 6/1/12 Overlay - AC Structural 804 10742 SUDITH AVE MT. VICTORY ST MT. FLETCHER CIR E 2 G3b 992 36 36,712 3/12/20 95 35 0 65 6/1/16 Overlay - AC Structural 829 10765 TEAPA CIR LA MARQUESA AVE NORTH END E 2 F5a 120 33 5,435 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 852 10787 VACAS CIR LA MARQUESA AVE NORTH END E 2 F5a 166 33 6,953 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 870 10804 WATERTON ST ANGEL AVE CHINOOK AVE E 2 F5a 409 33 13,497 4/29/19 95 100 0 0 6/1/15 Overlay - AC Structural 6 10005 ALMOND ST HEIL AVE BUTTERCUP AVE E 2 C2b 175 64 9,700 4/23/20 96 100 0 0 5/25/01 Surface Treatment - Slurry Seal 121 10104 CORAL ALOE AVE MT. BADEN-POWELL ST MT. NIMBUS ST E 2 G2a 1,017 36 36,612 4/27/21 96 86 0 14 6/1/17 Overlay - AC Structural 230 10202 FARNHAM ST SNOWDROP AVE GOLDENROD AVE E 2 G2b 269 36 11,564 4/27/21 96 100 0 0 6/1/17 Overlay - AC Structural 261 10231 GOLDENROD AVE FARNHAM ST RAINIER ST E 2 G2b 478 36 19,088 4/27/21 96 92 0 8 6/1/17 Overlay - AC Structural 283 10252 HICKORY ST MINT AVE FOXGLOVE AVE E 2 C2a 869 36 31,284 4/23/20 96 100 0 0 5/25/01 Surface Treatment - Slurry Seal 295 10263 IVORY AVE MT. DUNHAVEN ST VERNON ST E 2 G2b 1,020 36 38,600 4/27/21 96 85 0 15 6/1/17 Overlay - AC Structural 444 10404 MCCABE RIVER CIR MT. MARCUS ST EAST END E 2 G3b 148 33 6,359 3/12/20 96 78 0 22 6/1/16 Overlay - AC Structural 490 10448 MT DANA CIR BLUE ALLIUM AVE NORTH END E 2 G2b 307 33 11,606 4/27/21 96 91 0 9 6/1/17 Overlay - AC Structural 513 10471 MT KELLER CIR IVORY AVE NORTH END E 2 G2b 352 33 13,091 4/27/21 96 90 0 10 6/1/17 Overlay - AC Structural 514 10472 MT KIBBY ST STONECRESS AVE DEW DROP AVE E 2 G3a 437 36 17,612 4/26/21 96 92 0 8 6/1/16 Overlay - AC Structural 569 10523 OPAL AVE VERNON ST NEWHOPE ST E 2 G2b 170 36 6,120 4/27/21 96 100 0 0 6/1/17 Overlay - AC Structural 618 10570 PRIMROSE AVE NEWHOPE ST LIVINGSTONE ST E 2 G2a 1,188 36 44,648 4/27/21 96 100 0 0 6/1/17 Overlay - AC Structural 851 10786 TWINSPAN AVE MT. NIMBUS CT MT. BODIE ST E 2 G2a 573 36 22,508 4/27/21 96 100 0 0 6/1/17 Overlay - AC Structural 853 10788 VERNON ST PRIMROSE AVE IVORY AVE E 2 G2b 1,161 36 43,676 4/27/21 96 100 0 0 6/1/17 Overlay - AC Structural 866 10800 WARNER FRONTAGE #2 MT. HOPE ST EAST END E 2 G3b 615 33 20,910 3/5/20 96 89 0 11 6/1/16 Overlay - AC Structural 4 10003 ACONITE AVE MT. EMMA ST MT. NIMBUS ST E 2 G2b 254 36 11,024 4/27/21 97 74 0 26 6/1/17 Overlay - AC Structural 149 10128 DOGWOOD AVE TERREL ST LASSEN ST E 2 H3a 869 36 31,284 3/12/20 97 86 0 14 8/30/19 Overlay - AC Structural 380 10346 LASSEN ST WISTERIA AVE HEIL AVE E 2 H3a 1,192 36 43,412 3/12/20 97 63 0 37 8/30/19 Overlay - AC Structural 443 10403 MC CABE RIVER AVE MT. CITADEL ST MT. MARCUS ST E 2 G3b 189 36 7,304 3/12/20 97 100 0 0 6/1/16 Overlay - AC Structural 483 10441 MT CITADEL ST SUDITH AVE MCCABE RIVER AVE E 2 G3b 615 36 22,640 3/12/20 97 100 0 0 6/1/16 Overlay - AC Structural 491 10449 MT DARWIN CIR STONECRESS AVE NORTH END E 2 G3a 403 33 14,774 2/28/20 97 72 0 28 6/1/16 Overlay - AC Structural 496 10454 MT EMMA ST BLUE ALLIUM AVE ACONITE AVE E 2 G2b 315 36 15,100 4/27/21 97 88 0 12 6/1/17 Overlay - AC Structural 498 10456 MT FLETCHER CIR SUDITH AVE NORTH END E 2 G3b 321 33 12,568 3/12/20 97 86 0 14 6/1/16 Overlay - AC Structural 509 10467 MT HOPE ST WARNER AVE SANDSTONE AVE E 2 G3b 594 36 21,384 3/5/20 97 44 0 56 6/1/16 Overlay - AC Structural 518 10476 MT MARCUS ST MCCABE RIVER AVE WARNER AVE E 2 G3b 210 36 7,560 3/12/20 97 100 0 0 6/1/16 Overlay - AC Structural 529 10487 MT OLSEN CIR SUDITH AVE NORTH END E 2 G3b 324 33 12,167 3/12/20 97 89 0 11 6/1/16 Overlay - AC Structural 535 10493 MT TODD ST STONECRESS AVE DEW DROP AVE E 2 G3a 636 36 24,776 4/26/21 97 100 0 0 6/1/16 Overlay - AC Structural 537 10495 MT VICTORY ST TILTON CIR SUDITH AVE E 2 G3b 283 36 10,688 3/12/20 97 100 0 0 6/1/16 Overlay - AC Structural 628 10578 RAINIER ST PRIMROSE AVE SNOWDROP AVE E 2 G2b 537 36 19,332 4/27/21 97 100 0 0 6/1/17 Overlay - AC Structural 762 10706 SCOTCH PINE ST BUTTERCUP AVE HONEYSUCKLE AVE E 2 C2b 1,273 36 49,588 4/23/20 97 100 0 0 5/31/01 Surface Treatment - Slurry Seal 785 10726 SNOWDROP AVE MT. NIMBUS ST VERNON ST E 2 G2b 1,289 36 46,404 4/27/21 97 89 0 11 6/1/17 Overlay - AC Structural 815 10752 SWEETLEAF ST EDINGER AVE HONEYSUCKLE AVE E 2 C2a 1,156 36 41,616 4/23/20 97 100 0 0 6/2/01 Surface Treatment - Slurry Seal 831 10767 TERREL ST HEIL AVE WISTERIA AVE E 2 H3a 1,180 36 42,980 3/12/20 97 76 0 24 8/30/19 Overlay - AC Structural 838 10774 TILTON CIR EUCLID ST EAST END E 2 G3b 592 36 22,787 3/12/20 97 81 0 19 6/1/16 Overlay - AC Structural 885 10818 WISTERIA AVE TERREL ST LASSEN ST E 2 H3a 767 36 28,612 3/12/20 97 57 0 43 8/30/19 Overlay - AC Structural 30 10024 AZALEA AVE SIERRA ST EVEREST ST E 2 H2b 1,621 33 55,373 5/4/20 98 74 0 26 6/1/18 Overlay - AC Structural 97 10082 CARNATION CIR SIERRA ST EAST END E 2 H2b 410 33 15,005 5/4/20 98 77 0 23 8/31/18 Overlay - AC Structural 155 10132 EDINGER FRONTAGE #1 EDINGER AVE EAST END E 2 J2a 265 27 7,155 4/28/20 98 100 0 0 8/30/19 Overlay - AC Structural 223 10196 EVEREST CIR AZALEA AVE NORTH END E 2 H2b 301 33 11,408 5/4/20 98 100 0 0 8/31/18 Overlay - AC Structural

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 285 10254 HOLLY AVE SAN GABRIEL ST SHASTA ST E 2 H2b 290 33 9,570 5/4/20 98 79 0 21 8/31/18 Overlay - AC Structural 285 10842 HOLLY AVE NEWHOPE ST SIERRA ST E 2 H2b 190 36 6,840 5/4/20 98 100 0 0 8/31/18 Overlay - AC Structural 294 10260 IRIS AVE SHASTA ST SAN JACINTO ST E 2 H2a 330 36 11,880 5/4/20 98 100 0 0 8/31/18 Overlay - AC Structural 294 10261 IRIS AVE SAN JACINTO ST EDINGER AVE E 2 H2a 302 36 10,872 5/4/20 98 100 0 0 8/31/18 Overlay - AC Structural 294 10262 IRIS AVE SIERRA ST SAN GABRIEL ST E 2 H2a 690 33 24,650 5/4/20 98 77 0 23 8/31/18 Overlay - AC Structural 972 10927 LOTUS AVE SAN ANDRES ST LASSEN ST E 2 H3a 244 32 8,308 3/12/20 98 100 0 0 8/30/19 Overlay - AC Structural 434 10394 MARIGOLD CIR SIERRA ST EAST END E 2 H2b 410 33 15,005 5/4/20 98 100 0 0 8/31/18 Overlay - AC Structural 437 10397 MARKHAM ST DOGWOOD AVE WISTERIA AVE E 2 H3a 990 36 35,640 3/12/20 98 81 0 19 8/30/19 Overlay - AC Structural 440 10400 MAYFLOWER CIR SAN JACINTO ST EAST END E 2 H2b 516 33 20,788 5/4/20 98 100 0 0 8/31/18 Overlay - AC Structural 477 10435 MT BAXTER CIR STONECRESS AVE NORTH END E 2 G3a 403 33 14,774 2/28/20 98 70 0 30 6/1/16 Overlay - AC Structural 478 10436 MT BODIE ST PRIMROSE AVE TWINSPAN AVE E 2 G2a 264 36 11,384 4/27/21 98 100 0 0 6/1/17 Overlay - AC Structural 479 10437 MT CACHUMA CIR STONECRESS AVE NORTH END E 2 G3a 403 33 14,774 2/28/20 98 80 0 20 6/1/16 Overlay - AC Structural 615 10568 POPPY AVE SIERRA ST SAN GABRIEL ST E 2 H2b 690 36 26,720 5/4/20 98 82 0 18 8/31/18 Overlay - AC Structural 621 10573 PURSLANE CIR MT. YOUNIS ST EAST END E 2 H3b 274 32 10,243 2/28/20 98 0 0 100 8/30/19 Overlay - AC Structural 663 10610 SAN ANDRES ST DOGWOOD AVE LOTUS AVE E 2 H3a 710 36 26,060 3/12/20 98 81 0 19 8/30/19 Overlay - AC Structural 681 10627 SAN GABRIEL ST IRIS AVE POPPY AVE E 2 H2b 900 33 33,460 5/4/20 98 57 0 43 8/31/18 Overlay - AC Structural 683 10629 SAN JACINTO ST AZALEA AVE IRIS AVE E 2 H2b 1,147 36 41,292 5/4/20 98 53 0 47 8/31/18 Overlay - AC Structural 802 10740 STONECRESS AVE EUCLID ST MT. SHELLY CIR E 2 G3a 2,726 36 100,016 2/28/20 98 64 0 36 6/1/16 Overlay - AC Structural 854 10789 VIOLET CIR SAN JACINTO ST EAST END E 2 H2b 376 33 13,883 5/5/20 98 81 0 19 8/31/18 Overlay - AC Structural 883 10816 WINTERSBURG AVE WARNER AVE MT. HUTCHINGS ST E 2 H4a 780 36 28,080 4/29/22 98 100 0 0 1/1/80 New Construction - Initial 1 10000 ABAJO CIR CALENDULA AVE NORTH END E 2 J2a 330 33 14,245 3/19/20 99 0 0 100 8/30/19 Overlay - AC Structural 87 10074 CANDYTUFT CIR NEWHOPE ST EAST END E 2 H3b 585 37 23,367 2/28/20 99 0 0 100 8/30/19 Overlay - AC Structural 101 10086 CATSKILL AVE SHASTA ST ROSEMARY AVE E 2 H2a 270 36 11,600 4/30/19 99 100 0 0 8/31/18 Overlay - AC Structural 222 10195 EVANS CIR ROSEMARY AVE SOUTH END E 2 H2a 143 33 6,194 4/30/19 99 100 0 0 8/31/18 Overlay - AC Structural 224 10197 EVEREST ST HEIL AVE AZALEA AVE E 2 H2b 192 36 6,912 5/4/20 99 100 0 0 8/31/18 Overlay - AC Structural 241 10212 FOOTHILL ST HEIL AVE AZALEA AVE E 2 H2b 190 36 6,840 5/4/20 99 100 0 0 8/31/18 Overlay - AC Structural 543 10501 MT YOUNIS ST QUARTZ AVE TANNAS AVE I 2 H3b 582 36 21,452 2/28/20 99 0 0 100 8/30/19 Overlay - AC Structural 571 10525 ORCHID AVE NEWHOPE ST SHASTA ST E 2 H2a 1,170 36 42,120 4/30/19 99 100 0 0 8/31/18 Overlay - AC Structural 625 10575 QUARTZ CIR MT. YOUNIS ST EAST END E 2 H3b 266 36 11,051 2/28/20 99 0 0 100 8/30/19 Overlay - AC Structural 652 10599 ROSEMARY AVE NEWHOPE ST ORCHID AVE E 2 H2a 1,101 36 43,396 4/30/19 99 100 0 0 8/31/18 Overlay - AC Structural 682 10628 SAN JACINTO CIR IRIS AVE NORTH END E 2 H2a 289 33 11,012 5/4/20 99 100 0 0 8/31/18 Overlay - AC Structural 769 10713 SHASTA ST CATSKILL AVE AZALEA AVE E 2 H2a 2,548 33 85,964 5/10/19 99 47 0 53 8/31/18 Overlay - AC Structural 775 10719 SIERRA ST AZALEA AVE ORCHID AVE E 2 H2b 1,500 36 55,880 5/4/20 99 61 0 39 8/31/18 Overlay - AC Structural 878 10811 WHITECAP CIR ROSEMARY AVE SOUTH END E 2 H2a 212 33 8,471 4/30/19 99 100 0 0 8/31/18 Overlay - AC Structural 11 10010 ANGEL AVE LOS JARDINES WEST MEAD ST E 2 F5a 618 36 22,998 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 17 10016 AQUAMARINE CIR MT. COLLIEN ST WEST END E 2 H3b 561 33 19,988 2/28/20 100 62 31 7 6/1/19 Overlay - AC Structural 18 10017 ARBUTUS ST SMOKE TREE AVE GUAVA AVE E 2 D7b 363 36 14,004 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 22 10020 ASPEN ST CARNATION AVE AZALEA AVE E 2 D2b 973 36 36,908 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 30 10025 AZALEA AVE ASPEN ST HEMLOCK ST E 2 D2b 321 36 13,436 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 31 10026 AZALEA CIR SPRUCE ST CDS E 2 D2b 378 33 13,949 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 36 10030 BASIL ST EDINGER AVE SHAMROCK AVE E 2 D2a 284 36 10,224 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 43 10037 BENICHIA CIR STILLBITE AVE SOUTH END E 2 E1b 113 33 5,204 4/21/21 100 50 46 4 8/1/20 Overlay - AC Structural 926 10882 BERG RIVER CIR END MT. GUSTIN ST E 2 J2a 445 32 16,040 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 65 10055 BUSHARD FRONTAGE #5 SOUTH END NORTH END E 2 D7a 208 27 6,571 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 63 10053 BUSHARD FRONTAGE #6 ROBIN AVE NORTH END E 2 D7a 487 26 14,099 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 70 10060 BUTTERFIELD ST DEBIOIS AVE CITY LIMIT E 2 D1b 660 36 23,760 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 76 10065 CALENDULA AVE CARLETON ST ABAJO CIR E 2 J2a 568 36 24,208 8/1/19 100 0 0 0 8/1/19 Overlay - AC Structural 84 10071 CAMROSE CIR SHADBUSH ST CDS E 2 D2b 384 33 14,147 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 95 10080 CARLETON ST LILAC AVE CALENDULA AVE E 2 J2a 498 36 19,808 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 96 10081 CARNATION AVE BUSHARD ST REDWOOD ST E 2 D2b 1,178 36 42,408 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 102 10088 CEDAR CIR ROBIN AVE NORTH END E 2 D7a 419 33 15,083 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 105 10090 CHENILLE AVE MEQUITE ST REDWOOD ST E 2 D2a 271 36 11,636 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 124 10107 CORINTH CIR MT. COLLIEN ST EAST END E 2 H3b 522 33 18,701 2/28/20 100 0 0 100 8/30/19 Overlay - AC Structural 135 10115 DAHLIA CIR SHADBUSH ST CDS E 2 D2b 385 33 14,180 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 211 10185 ELBERT CIR CALENDULA AVE NORTH END E 2 J2a 330 33 12,365 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 221 10194 ESPEN CIR MT. COLLIEN ST EAST END E 2 H3b 379 33 13,982 2/28/20 100 68 19 13 8/30/19 Overlay - AC Structural 226 10199 EVERGREEN CIR ROBIN AVE NORTH END E 2 D7a 417 33 15,017 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 232 10204 FILBERT ST DANDELION AVE GLADIOLA AVE E 2 D2b 1,020 36 36,720 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 233 10205 FINCH AVE REDWOOD ST EAST END E 2 D7a 784 36 28,791 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 245 10216 GALENA AVE MT. HUTCHINGS ST MT. MILLS ST E 2 H3b 344 33 11,352 2/28/20 100 60 32 8 8/30/19 Overlay - AC Structural 250 10221 GEODE AVE MT. HUTCHINGS ST MT. MILLS ST E 2 H3b 322 33 10,626 2/28/20 100 69 18 13 8/30/19 Overlay - AC Structural 255 10225 GLADIOLA AVE SYCAMORE ST SHADBUSH ST E 2 D2b 586 36 21,096 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 256 10226 GLADIOLA CIR SHADBUSH ST CDS E 2 D2b 383 33 14,114 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 258 10227 GLADSTONE CIR MT. COLLIEN ST WEST END E 2 H3b 574 33 20,417 2/28/20 100 0 0 100 8/30/19 Overlay - AC Structural 262 10232 GOODALE AVE MT. HUTCHINGS ST HARBOR BVD E 2 H3b 522 36 18,792 2/28/20 100 75 17 8 8/30/19 Overlay - AC Structural 267 10237 GUAVA AVE ARBUTUS ST REDWOOD ST E 2 D7b 272 36 11,664 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 271 10241 HAWTHORN ST STARLING AVE ELLIS AVE E 2 D7a 506 36 18,216 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 278 10247 HEMLOCK ST CARNATION AVE HEIL AVE E 2 D2b 1,170 36 42,120 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural

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City of Fountain Valley, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To MPAH Rank Lanes Grid # Length Width Area Insp Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Date Work Type 279 10248 HEMP CIR HIBISCUS AVE CDS E 2 D2a 222 33 10,681 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 282 10251 HIBISCUS AVE REDWOOD ST HEMP CIR E 2 D2a 546 36 21,536 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 297 10265 JAMES RIVER CIR WEST END MT. CIMMARON ST E 2 D7b 693 36 38,833 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 367 10332 LA STELLA AVE MAGNOLIA ST PALM ST E 2 C4b 200 36 7,200 4/14/22 100 100 0 0 5/26/01 Surface Treatment - Slurry Seal 379 10345 LAS FLORES ST EDINGER AVE CITY LIMIT E 2 E1b 615 36 22,140 4/23/21 100 0 0 100 8/1/20 Overlay - AC Structural 385 10351 LEHNHARDT AVE LOS REYES ST CITY LIMIT E 2 F1b 515 36 20,420 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 385 10352 LEHNHARDT AVE FIGUEROA ST (SA) MT. JACKSON ST E 2 J1b 730 36 26,064 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 911 10868 LILAC AVE HARBOR BLVD CITY LIMIT E 2 J2a 1,322 36 47,592 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 388 10354 LIME CIR STARLING AVE NORTH END E 2 D7a 432 33 15,512 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 396 10362 LOS ALTOS ST MORNING GLORY AVE MARGARITA AVE E 2 F1b 308 36 12,968 4/23/21 100 61 29 10 8/1/20 Overlay - AC Structural 401 10365 LOS COCHES ST SUNN CIR EDINGER AVE E 2 E1b 198 36 7,128 4/21/21 100 79 13 8 8/1/20 Overlay - AC Structural 404 10368 LOS GATOS ST MORNING GLORY AVE EDINGER AVE E 2 F1b 200 36 7,200 4/23/21 100 87 0 13 8/1/20 Overlay - AC Structural 415 10378 LOS REYES ST MORNING GLORY AVE LEHNHARDT AVE E 2 F1b 637 36 24,812 4/23/21 100 86 0 14 8/1/20 Overlay - AC Structural 421 10383 LOYA RIVER AVE MT. GUSTIN ST MT. GIST CIR E 2 J2a 746 36 28,736 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 422 10384 LOYA RIVER CIR MT. GIST CIR EAST END E 2 J2a 144 36 6,659 4/28/20 100 53 47 0 8/30/19 Overlay - AC Structural 427 10388 MAIDSTONE ST SUNN CIR CITY LIMIT E 2 E1b 460 36 18,440 4/21/21 100 50 50 0 8/1/20 Overlay - AC Structural 432 10392 MARGARITA AVE LAS FLORES ST WARD ST E 2 E1b 1,172 36 42,192 4/23/21 100 0 0 0 8/1/20 Overlay - AC Structural 432 10393 MARGARITA AVE WARD ST LOS ALTOS ST E 2 F1b 504 36 20,024 4/23/21 100 60 38 2 8/1/20 Overlay - AC Structural 455 10413 MESQUITE ST SORREL ST CHENILLE AVE E 2 D2a 463 36 18,548 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 458 10416 MITTERBILL ST EDINGER AVE DEBIOIS AVE E 2 D1b 175 36 6,300 4/21/21 100 84 0 16 11/1/07 Unknown Activity 464 10422 MOON RIVER CIR WEST END MT. CIMMARON ST E 2 D7b 179 32 8,367 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 466 10424 MORNING GLORY AVE LAS FLORES ST WARD ST E 2 E1b 1,172 36 42,192 4/23/21 100 0 0 100 8/1/20 Overlay - AC Structural 466 10425 MORNING GLORY AVE LOS ALTOS ST LOS GATOS ST E 2 F1b 785 36 28,260 4/23/21 100 83 0 17 8/1/20 Overlay - AC Structural 468 10426 MORNING GLORY CIR LOS ALTOS ST CDS E 2 F1b 403 36 15,983 4/23/21 100 0 0 100 8/1/20 Overlay - AC Structural 471 10429 MT ACKERMAN CIR EDINGER AVE SOUTH END E 2 H2b 765 33 26,970 4/28/20 100 64 36 0 8/31/18 Overlay - AC Structural 480 10438 MT CASTILE CIR GARFIELD AVE NORTH END E 2 D7b 640 33 22,376 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 482 10440 MT CIMARRON ST GARFIELD AVE NORTH END E 2 D7b 1,307 36 46,740 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 486 10443 MT COLLIEN ST KIRWIN CIR QUARTZ AVE E 2 H3b 512 36 18,432 2/28/20 100 75 11 14 8/30/19 Overlay - AC Structural 500 10458 MT GIST CIR LOYA RIVER AVE SOUTH END E 2 J2a 154 32 6,403 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 501 10459 MT GUSTIN ST EDINGER AVE LOYA RIVER AVE E 2 J2a 509 36 19,074 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 510 10468 MT HUTCHINGS ST GOODALE AVE WINTERSBURG AVE E 2 H3b 1,175 36 42,300 2/28/20 100 0 0 100 8/30/19 Overlay - AC Structural 512 10470 MT JACKSON ST LILAC AVE LENHARDT AVE E 2 J1b 671 36 24,156 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 519 10477 MT MATTERHORN ST LILAC AVE LENHARDT AVE E 2 J1b 671 36 24,156 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 520 10478 MT MICHAELIS CIR HEIL AVE SOUTH END E 2 H3a 1,176 33 40,283 4/29/20 100 89 0 11 8/30/19 Overlay - AC Structural 521 10479 MT MILLS ST GALENA AVE GEODE AVE E 2 H3b 247 33 8,151 2/28/20 100 0 0 100 8/30/19 Overlay - AC Structural 522 10480 MT MITCHELL CIR LENHARDT AVE SOUTH END E 2 J1b 563 33 20,054 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 530 10488 MT PRIETO CIR LILAC AVE SOUTH END E 2 J2a 487 33 17,871 8/30/19 100 0 0 0 8/30/19 Overlay - AC Structural 538 10496 MT WALTON CIR GARFIELD AVE NORTH END E 2 D7b 612 33 21,452 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 554 10509 NIAGARA RIVER AVE MT. CIMMARON ST BROOKHURST ST E 2 D7b 487 36 17,532 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 556 10512 NIGHTINGALE AVE BUSHARD ST REDWOOD CIR E 2 D7b 1,133 36 40,788 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 592 10546 PENGUIN AVE MT. MICHAELIS CIR HARBOR BLVD E 2 H3a 180 31 5,580 4/29/20 100 0 0 0 8/30/19 Overlay - AC Structural 594 10548 PEONY CIR LOS REYES ST CDS E 2 F1b 378 33 13,949 4/23/21 100 50 37 13 8/1/20 Overlay - AC Structural 7005 10833 PERSIMMON CIR SMOKE TREE AVE NORTH END E 2 D7b 139 36 6,524 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 599 10553 PERSIMMON ST GARFIELD AVE SMOKE TREE AVE E 2 D7b 481 36 17,316 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 616 10569 POPPY CIR SPRUCE ST EAST END E 2 D2b 381 33 14,048 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 624 10574 QUARTZ AVE NEWHOPE ST MT. YOUNIS ST E 2 H3b 1,460 37 54,020 2/28/20 100 0 0 100 8/30/19 Overlay - AC Structural 626 10576 QUINCE CIR SMOKE TREE AVE NORTH END E 2 D7b 415 32 14,720 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 632 10582 RED RIVER CIR WEST END MT. CIMMARON ST E 2 D7b 696 36 27,825 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 635 10834 REDWOOD CIR STARLING AVE NORTH END E 2 D7a 434 36 17,144 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 637 10586 REDWOOD ST GUAVA AVE STARLING AVE E 2 D7a 1,291 36 47,412 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 637 10587 REDWOOD ST SHAMROCK AVE MARIGOLD AVE E 2 D2a 1,612 36 58,032 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 647 10595 ROBIN AVE BUSHARD ST REDWOOD CIR E 2 D7a 1,170 36 42,120 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 658 10605 SACUILLO ST LOS JARDINES WEST EL MAR AVE E 2 F5a 354 36 14,624 4/30/19 100 88 0 12 6/1/15 Overlay - AC Structural 766 10710 SHADBUSH ST DANDELION AVE GLADIOLA AVE E 2 D2b 1,025 36 36,900 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 772 10716 SHIMIZU RIVER CIR WEST END PERSIMMON CIR E 2 D7b 686 33 24,158 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 784 10725 SMOKE TREE AVE BUSHARD ST PERSIMMON CIR E 2 D7b 1,131 36 40,716 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 790 10730 SPENCER AVE MT. LANGLEY ST PACIFIC ST I 2 F6b 1,131 46 52,026 4/22/21 100 100 0 0 8/1/09 Overlay - AC Structural 793 10732 SPRUCE CIR ROBIN AVE NORTH END E 2 D7a 423 33 15,215 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 799 10738 STARLING AVE BUSHARD ST REDWOOD CIR E 2 D7a 1,163 36 41,868 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 800 10739 STILBITE AVE BROOKHURST ST MAIDSTONE ST E 2 E1b 1,171 36 42,156 4/21/21 100 0 0 0 8/1/20 Overlay - AC Structural 807 10745 SUNN AVE LOS COCHES ST MAIDSTONE ST E 2 E1b 545 36 21,500 4/21/21 100 62 38 0 8/1/20 Overlay - AC Structural 808 10746 SUNN CIR LOS COCHES ST WEST END E 2 E1b 228 33 8,999 4/21/21 100 48 52 0 8/1/20 Overlay - AC Structural 811 10748 SWALLOW AVE SANTA MARTA ST SANTA BARBARA ST E 2 B7b 1,203 36 44,244 4/22/22 100 90 10 0 7/1/11 Overlay - AC Structural 820 10757 TAHOE CIR SOUTH END ELLIS AVE E 2 D7a 285 33 10,661 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 826 10762 TANNAS AVE MT. YOUNIS ST MT. HUTCHINGS ST E 2 H3b 383 35 13,905 2/28/20 100 42 51 7 8/30/19 Overlay - AC Structural 835 10771 THISTLE AVE SHADBUSH ST BROOKHURST ST E 2 D2b 578 36 20,808 3/1/22 100 0 0 0 3/1/22 Overlay - AC Structural 877 10810 WHITE RIVER CIR WEST END MT. CIMMARON ST E 2 D7b 222 33 9,838 8/1/20 100 0 0 0 8/1/20 Overlay - AC Structural 109.9 21,526,437

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0.7 76,222
Private
1020 10980 SUMMER CT WINTERSBURG AVE NORTH END U 2 H3b 145 25 4,125 5/10/19 84 39 0 61 1/1/80 New Construction - Initial 1024 10984 SUMMERWOOD CT SUMMEROAK CT SUMMERTREE CT U 2 H3b 300 30 9,400 5/6/19 88 39 34 27 1/1/80 New Construction - Initial 1021 10981 SUMMEROAK CT SUMMERWOOD CT SUMMERGROVE CT U 2 H3b 230 30 7,100 5/6/19 90 36 64 0 1/1/80 New Construction - Initial 1022 10982 SUMMERGROVE CT SUMMEROAK CT SUMMERTREE CT U 2 H3b 300 30 9,400 5/6/19 94 70 0 30 1/1/80 New Construction - Initial 1023 10983 SUMMERTREE CT SUMMERGROVE CT SUMMERWOOD CT U 2 H3b 230 30 7,100 5/6/19 94 100 0 0 1/1/80 New Construction - Initial 908 10864 AMETHYST CT MT. TAHAT ST MT. CARMEL CT U 2 H2a 357 24 8,568 5/7/19 100 22 78 0 6/1/18 Overlay - AC Structural 908 10926 AMETHYST CT MT. PICO CT MT. TAHAT ST U 2 H2a 269 25 6,725 5/7/19 100 27 73 0 6/1/18 Overlay - AC Structural 948 10903 DIAMOND CT MT. MENNES CT MT. OLANCHA ST U 2 H2a 245 24 5,880 5/7/19 100 37 63 0 6/1/18 Overlay - AC Structural 969 10924 JADE CT MT. EREBUS CT MT. OLANCHA ST U 2 H2a 154 26 4,004 5/7/19 100 43 57 0 6/1/18 Overlay - AC Structural 950 10905 MT CARMEL CT AMETHYST CT END U 2 H2a 415 22 9,130 5/7/19 100 55 45 0 6/1/18 Overlay - AC Structural 947 10902 MT EREBUS CT RUBY CT END U 2 H2a 539 24 12,936 5/7/19 100 30 52 18 6/1/18 Overlay - AC Structural 953 10908 MT KENYA CT END END U 2 H2a 190 25 4,750 5/7/19 100 54 40 6 6/1/18 Overlay - AC Structural 952 10907 MT LISTER CT END END U 2 H2a 190 25 4,750 5/7/19 100 57 43 0 6/1/18 Overlay - AC Structural 965 10920 MT MARCEY CT DIAMOND CT END U 2 H2a 119 27 3,213 5/7/19 100 24 75 1 6/1/18 Overlay - AC Structural 916 10872 MT MENNES CT MT. ROBERT CT DIAMOND CT U 2 H2a 189 22 4,158 5/7/19 100 48 52 0 6/1/18 Overlay - AC Structural 951 10906 MT MUSALA CT END END U 2 H2a 200 24 4,800 5/7/19 100 73 27 0 6/1/18 Overlay - AC Structural 914 10870 MT OLANCHA ST EDINGER AVE DIAMOND CT U 2 H2a 313 32 12,251 5/7/19 100 25 74 1 6/1/18 Overlay - AC Structural 967 10922 MT PICO CT TURQUOISE CT AMETHYST CT U 2 H2a 248 22 5,456 5/7/19 100 24 76 0 6/1/18 Overlay - AC Thin 968 10923 MT ROBERT CT MT. MENNES CT MT. MUSALA CT U 2 H2a 132 27 3,564 5/7/19 100 37 63 0 6/1/18 Overlay - AC Structural 913 10869 MT TAHAT ST LILAC AVE AMETHYST CT U 2 H2a 161 33 5,313 5/7/19 100 18 81 1 6/1/18 Overlay - AC Structural 913 10871 MT TAHAT ST END AMETHYST CT U 2 H2a 182 22 4,004 5/7/19 100 56 44 0 6/1/18 Overlay - AC Structural 970 10925 RUBY CT MT. EREBUS CT MT. KENYA CT U 2 H2a 109 27 2,943 5/7/19 100 24 60 16 6/1/18 Overlay - AC Structural 917 10873 TURQUOISE CT END MT. PICO CT U 2 H2a 250 25 6,250 5/7/19 100 55 45 0 6/1/18 Overlay - AC Structural 966 10921 ZIRCON CT MT. CARMEL CT MT. LISTER CT U 2 H2a 205 23 4,715 5/7/19 100 66 34 0 6/1/18 Overlay - AC Structural

1.1 150,535

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City of Fountain Valley, CA Page 14
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
XIII. APPENDIX C – GIS DIGITAL DATA
Introduction
The OCTA GIS Section maintains a spatial inventory of transportation infrastructure which mostly consists of major arterial streets, roads, and highways. A key component of road information is pavement condition. Maintaining an inventory of pavement condition will enhance OCTA’s GIS visualization and analysis capabilities and assist in understanding the transportation investment needs throughout the region. Therefore, a GIS dataset in digital format should be included in this report.

Structure of GIS Data
The GIS dataset must consist of linear geographic features that represent road/street segments. All segments that are part of the report should be included in the GIS dataset. The attribute information of each segment should generally follow the format of the Complete Listing of Current Street Conditions in Appendix B above.

The GIS data requirements are discussed below. Most commercial and open-source GIS software provide industrystandard tools to manage GIS data to meet these requirements.

GIS Digital Data Format
The GIS data must be submitted in either one of the following formats:
• Esri Shapefile, or
• Esri File Geodatabase
Metadata
The GIS data are required to have associated metadata. The minimum metadata items required are:
• Title of Dataset
• Tags (A set of words that can be used by GIS to search for the resource. For example: “pavement”, “transportation”, “roads”)
• Summary (A brief purpose statement of the dataset)
• Description (A brief narrative of the dataset’s content) • Credits (A recognition of those who created or contributed to the resource) Spatial Geometry Type
The spatial geometry of the segment features must be lines that represent the roadway centerline as accurately as possible.

Projection
The GIS data must have spatial reference information and have its coordinate system identified and embedded in or associated with the data file(s). All GIS data submitted to OCTA should be in the following projected coordinate system:

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City of Fountain Valley, CA Page 15
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
• NAD 1983 State Plane California VI FIPS 0406 (US Feet) - More information about this system can be found at: https://spatialreference.org/ref/epsg/nad83-california-zone-6-ftus/ GIS Feature Attributes
The required segment attributes are:
• Street name
• Unique segment identifier (Segment ID from original source if available) • Name of intersecting road at the beginning of a segment • Name of intersecting road at the end of the segment
• Current pavement condition index (PCI)
• Current PCI inspection date
• Length of road segment in feet
• Width of road segment in feet
• Paved area of road segment in square feet or square yards • Projected PCI at end of Seven-Year Road Maintenance and Rehabilitation Plan Additional attributes such as number of through travel lanes, direction of travel and pavement surface type may be provided. An example of a GIS attribute table for road segments is shown below (Note that there are additional attributes such as surface, functional class, and number of travel lanes).

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City of Fountain Valley, CA Page 16
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
XIV. APPENDIX D – QUALITY ASSURANCE / QUALITY CONTROL PLAN Introduction
When performing data collection in any field, the need for quality control is paramount as it is essential for accurate planning, analysis and design. This is particularly true for collecting pavement distress data for a pavement management program.

The Quality Assurance / Quality Control (QA/QC) Plan establishes minimum quality standards for performance and procedures for update of the pavement management program.

Objectives
This document constitutes a formal QA/QC Plan for the City of Fountain Valley. It was prepared on March, 2018 and last revised in March, 2018.

Specifically, it is intended for the 2022 Pavement Management Plan Update. The focus is on the collection of network-level pavement distress data (defined by National Cooperative Highway Research Program (NCHRP) Synthesis 401 Quality Management of Pavement Data Collection, as “Network-level data collection involves collection of large quantities of pavement condition data, which is often converted to individual condition indices or aggregated into composite condition indices”.

This document also addresses the QA/QC plan requirements of the Orange County Transportation Authority (OCTA)’s “Countywide Pavement Management Plan Guidelines” (Section 2.4), adopted in May 2010.

Structure of QA/QC Plan
The following components are addressed in this QA/QC Plan:
• Condition survey procedures used;
• Accuracy required for data collection;
• Inspector qualifications and experience; and
• Safety.

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City of Fountain Valley, CA Page 17
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
Condition Survey Procedures
The governing document in performing condition surveys for the City of Fountain Valley is ASTM D6433- 18 “Standard Practice for Roads and Parking Lots Pavement Condition Index (PCI) Surveys.” Both asphalt concrete (AC) and Portland cement concrete (PCC) pavements are included in this protocol. The following distresses are collected for each pavement type:

As required by the Orange County Transportation Authority (OCTA), the City of Fountain Valley must prepare and implement a quality assurance / quality control (QA/QC) plan regarding pavement management inspection as they pertain to MicroPAVER. For the purposes of this report, Bucknam has demonstrated below how our project team implemented QA/QC procedures during the project.

Our QA/QC plan focuses on the how each pavement inspection is performed, what distresses are collected and ensures that it complies with the OCTA guidelines defined within the “Countywide Pavement Management Plan Guidelines (CPMPG)”.

As shown within the OCTA CPMPG, our staff followed and delivered on the requirements stated within Chapter 2, page 2-5 which require specific QA/QC data (Items A through G). Additionally, Chapter 3 requires numerous data/deliverables from local agencies for OC Go eligibility. All general PCI budgetary report submittals will follow the Chapter 3 guidelines.

In conjunction with the outlined items within the CPMPG Section 2 we have summarized our QA/QC procedures below:

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City of Fountain Valley, CA Page 18
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
a. Descriptions of condition survey - Our staff follows the required Condition Survey Protocols (CPMPG, Chapter 2); our staff assesses each pavement section for the minimum distresses outlined within Chapter 2, page 2-1. Additionally, based on the pavement conditions found, we collect all MicroPAVER/StreetSaver Army Corps of Engineers(ACOE) distresses, if found within the sample sections; for example, if slippage cracking, potholes, etc. are found our survey technicians record the proper information.
b. How data was collected - Our surveys follow the OCTA accepted walking requirements. All sections that our staff surveys are performed through the walking method, approximately 10% of all sections surveyed were complemented with windshield surveys based on unique conditions found. Our staff physically measures the width of every section as well as measure for any square footage adjustment that need to be added or taken away from a sections “true area” (i.e. cul-desac, bus pads, street width variances, etc.). Samples taken always include a minimum of 2,500 SF coverage unless specific section limits prohibit this. Arterial section samples utilize a 3,500 SF sample size due to the larger section area (this is within the ASTM D6433-18 sample size calculation. Field crews typically include one individual for residential pavement sections while Arterial (MPAH) routes utilize a two-person crew for safety, traffic control and increases quality control.
c. Accuracy required for data collection - We use a statistical sampling approach for measuring the quality of our field technician’s work. In this manner, 10 percent of the original surveys are resurveyed by a different survey crew than the original, supervised by a field supervisor, and the results are compared to the original surveys. Our QC process involves checking the field crews’ work in a “blind study” fashion. Quality control checks are performed at the end of each survey week. This ensures that all field personnel are properly collecting section samples, distress types and distress severities for all street segments.
 When QA/QC issues are found, our staff documents the issues within MicroPAVER’s user interface. If distress types found are not within the 97% accuracy our QA/QC is expanded beyond our minimum 10% resurvey to 20% of the original survey d. Random and Systematic Re-Inspections – As described above our staff re-inspects, as a minimum, 10% of the original survey (OCTA only requires 5%). Per the agencies requests, our staff will submit PCI reports to the agency as project status reports for their review. Agencies will typically review specific pavement sections for PCI accuracy based on recent overlay or slurry seal maintenance; this serves as an initial accuracy check on our surveys (outside Bucknam QC efforts).

Additionally, our staff performs “ride-a-long” surveys with local agency staff to build consensus on how our MicroPAVER/StreetSaver ACOE surveys are performed, recorded and reported on.

Random re-inspections will include a representative selection across the following categories:
• Functional classed (i.e. MPAH, locals);
• Surface types (e.g. AC or PCC);
• Pavement conditions (e.g. good, fair, poor);
• Inspectors;
• Geographical areas, if applicable.

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City of Fountain Valley, CA Page 19
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
For systematic re-inspections, this could be due to noticed trends such as specific treatment types (e.g. open-graded mixed), a specific inspector or geographical area. In these cases Bucknam continues to utilize a 10% re-inspection policy.
e. PCI Comparison with Past Surveys - if previous inspection data is available, new PCI’s calculated through the most recent inspections will be compared to previous PCI’s. If the variance in PCI is greater than +/- 10 PCI points, these sections will be flagged for further investigation and/or reinspection (In the cases that a PCI increases or decreases by 10 points follows the established CPMPG guidelines; Appendix A, page A-18).
f. Schedule of data submittal – Pending on the City’s last major PMP submittal, Bucknam will assist the agency in submitting the following:
 Master Plan of Arterial Highways (MPAH) routes will be surveyed and reported on at least once every two years
 Local streets will be surveyed and reported on every six years  Corresponding MPAH and local PCI reporting and budgetary reporting will be submitted every two years
g. Experience of Inspectors – Bucknam staff have been trained on the use of MicroPAVER and the ACOE MicroPAVER segment calibration and inspection practices. Mr. Peter Bucknam (Project Manager) and Mr. Shaun Russo (Lead Field Technician) have completed the MicroPAVER Certification of Professional Development courses. All Bucknam field technicians are trained using the ACOE survey methodologies and have passed OCTA’s prequalification testing.

Bucknam Infrastructure Group inspectors have attended formal training on pavement condition distress surveys. This training was conducted prior to performing any work using the ASTM D6433-18 protocols, consistent with OCTA’s requirements. h. Field data collection safety procedures – Bucknam field survey techniques utilize the following procedures:
a. All vehicles are properly marked or flagged with appropriate sign markings indicating that a “PAVEMENT SURVEY IS IN PROGRESS”
b. All vehicles have the proper flashing amber light beacons placed on the top of the vehicle to allow for proper visibility and line-of-site warning c. Large MPAH routes are surveyed using two field technicians to increase traffic control warning and safety
d. While parking or stopping along the survey route, vehicles legally park within the rightof-way or use a parking lot e. All field technicians wear ANSI – 105 Class II safety vests

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City of Fountain Valley, CA Page 20
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
XV. APPENDIX E – PAVEMENT MANAGEMENT DATA FILES
The City of Fountain Valley MicroPAVER database (.e70 file) has been enclosed for City and OCTA use.

This data and the associated reporting data includes:
• Street names and limits for the City’s public streets • Street identifiers (Branch ID, Section ID)
• Direction
• Begin and end of section
• Length, width and true areas
• Functional Classification (MPAH, Local)
• Number of travel lanes
• Pavement Condition Index (PCI) and date of inspection • Type of recommended treatment
• Cost of recommended treatment

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City of Fountain Valley, CA Page 21
2022 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 2, 2022
XVI. APPENDIX F – GIS MAPS / CURRENT CONDITIONS

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CITY OF FOUNTAIN VALLEY

CITY COUNCIL

COUNCIL ACTION REQUEST

To: Honorable Mayor and Agenda Date: May 17, 2022
Members of the City Council
SUBJECT: Approve Amendment No. 3 for $25,050 to Iteris Inc. (CON 21-27) and amend the budget as recommended for Fiber Optic Infrastructure Maintenance Services through June 30, 2022
EXECUTIVE SUMMARY:

In 2006, the City completed its citywide fiber-optic network to provide secure and reliable communication to the City’s Traffic Management System and Traffic Management Center (TMC).

Since the completion of the City's fiber-optic communication network for traffic management, the City has continued to build upon the fiber optic infrastructure to include the City’s Corporate Yard, Senior Center, Police Department, Recreation Center, Sports Park, Fire Stations, and Water Utility Management Center (SCADA).

The City’s initial fiber optic system is over a decade old. While the buried fiber optic conduits and lines are virtually maintenance-free, the fiber optic field appurtenances and telecommunication transmission components require routine maintenance to ensure that the City's fiber-optic infrastructure continues to provide dependable services to the City’s critical facilities.

Iteris, Inc., the City’s fiber optic consultant, submitted a proposal for a 6-month contract for $35,000 for maintenance of the City's fiber-optic infrastructure. The proposed contract provides the necessary on-call maintenance services to ensure continued, uninterrupted service and the complete restoration of the City's fiber-optic system in the event there is an unforeseen fiber optic communication disruption. Iteris, Inc. is the original architect of the City’s fiber-optic infrastructure system.

On March 24, 2021, Staff solicited qualifications for As-needed Consultant Services per the City’s Administrative Purchasing Policy. On April 22, 2021, the City received thirtynine (39) proposals for various services including fiber optic maintenance services. Staff, after receiving proposals, reviewed the proposals and expected to select and award a contract within 6 months. Iteris, Inc. provided critical services to maintain the City's fiberoptic infrastructure in the interim. Subsequently, the other qualified fiber optic consultant

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Council Action Request
Fiber Optic Infrastructure Maintenance
May 17, 2022

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expert left the firm. Iteris ranked top three (3) in fiber optic expertise but was an 11th place firm overall. Therefore, Iteris was not listed as one of the qualified consultants.

As a matter of homeland security, it is in the City’s best interest to limit and control who has access to the City's fiber-optic infrastructure as it provides critical communications for all of our traffic signals, Fire Department communication, pre-emption, and all city facilities including our water system controls for SCADA.

On December 23, 2021, Amendment No. 1 was entered into between the City of Fountain Valley and Iteris, Inc. This amendment allowed for Iteris, Inc. services to continue beyond the December 31, 2021 expiration until February 28, 2022. This agreement was to extend services through February 28, 2022, at no additional cost.

On March 3, 2022, Amendment No. 2 was entered into between the City of Fountain Valley and Iteris, Inc. The City of Fountain Valley continued to need Iteris, Inc. services beyond February 28, 2022. The term of the agreement was extended through June 30, 2022. In addition, with Amendment No. 2, the City of Fountain Valley and Iteris, Inc. agreed that the scope of services and compensation shall be increased by an amount not to exceed $14,950 for a total contract sum of $49,950.

On March 2, 2022, the Coastline College contractor damaged the fiber at Warner/Newhope. The City on an emergency base retained the services of Crosstown for the interim and final restoration of the City’s fiber-optic communication lines that were critical to the Fire Station 2 and Water Well facilities. To fund this response, funding allocated for Fiber Optic Services Iteris was reallocated to fund this effort with Crosstown. (The interim City Manager briefed the Council on Crosstown’s emergency work via a City Council Communication update dated April 15, 2022.)
Through staff negotiation, the Coastline College contractor agreed to pay for half of the restoration cost ($23,418.28). The fiber optic line extended just below/outside the sidewalk. We thought that this cost-sharing solution is most fair and equitable.

Staff recommends that the City Council approve Amendment No. 3 to CON 21-27 with Iteris, Inc. for fiber optic infrastructure maintenance services through June 30, 2022, for an amount not to exceed $25,050 for a total contract sum of $75,000.

DISCUSSION:

In 2006, the City completed its citywide Information Protocol (IP) system and fiber optic network to provide secure and reliable communication to the City’s state-of-the-art Traffic Management System, which includes 17 miles of fiber optic lines, 41 CCTV cameras, 25 video detection systems, and a central Traffic Management Center (TMC) located in City Hall. This was identified as a top priority by the City because the City’s traffic signal system plays a critical role in the administration of the City’s traffic congestion management program which manages approximately 300,000 vehicles daily, and

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Council Action Request
Fiber Optic Infrastructure Maintenance
May 17, 2022

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provides for the City’s management of and participation in OCTA’s regional traffic signal collaborative programs.

Since then, Iteris, Inc. has continued to serve as the "Master Architect" for the City's fiberoptic infrastructure expansion. Over the past decade, they have provided planning, design, construction, and integration services to the City, which has played a critical role in making the City's traffic signal system what it is today. They have also served a critical role in helping the City provide fiber optic connectivity to the City’s facilities. These improvements have saved the City hundreds of thousands of dollars annually and provided independence from Time Warner Cable or other telecommunication providers for phones and telecommunication services.

On June 17, 2021, Iteris, Inc. the City’s fiber optic consultant submitted a proposal for $35,000 for a 6-month contract for on-call services for maintenance of the City's fiberoptic system. The proposed fiber-optic system maintenance contract provided on-call maintenance services to ensure continued, uninterrupted service and the complete restoration of the City's fiber-optic system in the event there was an unforeseen fiber optic communication disruption.

This will be the sixth year that Iteris, Inc. has provided maintenance services for the City of Fountain Valley. During the FY 20/21 contract period, Iteris, Inc. completed outstanding work and was able to restore fiber optic connectivity promptly when unforeseen disruptions occurred. Iteris’ extensive knowledge and understanding of the City's fiberoptic infrastructure and its history of providing quality maintenance services make them the most qualified consultant to ensure that the City's fiber-optic network is maintained successfully.

Iteris, Inc. was awarded the contract for fiber optic infrastructure architecture in 2006 through a competitive bidding process. Iteris, Inc. was instrumental in providing technical assistance in implementing the original fiber-optic architecture and provided excellent service to the City of Fountain Valley ever since.

The City's fiber-optic system exclusively provides critical data communications for all city facilities including the following:
 Traffic Management Center
 Water system controls (SCADA)
 Police Department
 City Hall
 Corporate Yard
 Sports Center Wi-Fi services
 Most recently, Fire Department’s Emergency Vehicle Pre-emption (EVP) system connection to traffic signals

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Council Action Request
Fiber Optic Infrastructure Maintenance
May 17, 2022

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Although Iteris, Inc. has provided excellent service with reasonable fees over the years, in the spirit of competitive bidding per the City’s Purchasing Policy and fiduciary responsibility for public funds, Staff prepared a Request for Qualifications (RFQs). On March 24, 2021, Staff solicited qualifications for As-needed Design Services on the PlanetBids portal. On April 22, 2021, the City received proposals from thirty-nine (39) vendors for various services including fiber optic maintenance. Staff, after receiving proposals reviewed the proposals and expected to select and award a contract within 6 months. However, until a vendor was chosen, the City's fiber-optic infrastructure needed to continue to be maintained.

During June 28, 2021, City Council Meeting, Staff requested that Council approve a onetime waiver of the procurement policy to allow for a 6-month contract to Iteris, Inc. to continue work until December 31, 2021. In addition, the 6-months allowed staff time to review proposals and select a vendor for a long-term contract.

Staff recommended waiving the bidding requirements according to FVMC 2.36.070(a) which provides bidding may be dispensed with:
(6) When the public interest otherwise requires that bidding be dispensed with provided the city council approves the purchase by majority vote and, as part of its approval, indicates the reasons bidding was dispensed with; or the city manager, director of finance, or purchasing officer makes similar findings for contracts with a value of fifty thousand dollars or less;
FVMC 2.36.040 allows for the award of professional services contracts to firms possessing a high degree of professional, unique, specialized, technical skill or expertise.

On March 2, 2022, a contractor for Coastline College damaged the fiber optic communications at Warner/Newhope. The City on an emergency basis retains the services of Crosstown for the interim and final restoration of the City’s fiber-optic

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Council Action Request
Fiber Optic Infrastructure Maintenance
May 17, 2022

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communication lines that were critical to the Fire Station and water well facilities. To fund this response, funding allocated for Fiber Optic Services with the current vendor Iteris was reallocated to fund this effort with Crosstown.

Staff recommends that the City Council approve Amendment #3 for Iteris and amend the General Fund, Traffic Improvement Fund, and Water Fund for $8,350.00 each for fiber optic infrastructure maintenance services through June 30, 2022, an amount not to exceed $25,050.

FINANCIAL ANALYSIS:

The contract was funded by the Traffic Improvement Fund (Fund 24) for $11,666, the Water Enterprise Fund (Fund 71) for $11,667, and the General Fund (Fund 11) for $11,667.

FY 21/22 PROJECT BUDGET
Total Project Budget $75,000.00
FY 21/22 CONTRACT BUDGET
Traffic Improvement Fund (Fund 24) $11,666.00
Water Enterprise Fund (Fund 71) $11,667.00
General Fund (Fund 11) $11,667.00
Total Project Budget $35,000.00
FY 21/22 CONTRACT COSTS
Professional Services Agreement (Iteris) $35,000.00
Amendment No. 1 (Iteris) – time extension only $0.00
Amendment No. 2 (Iteris) $14,950.00
Amendment No. 3 (Iteris) $25,050.00
Total Project Cost $75,000.00
Amendment # 3 (Iteris)
Traffic Improvement Fund (Fund 24) $8,350.00
Water Enterprise Fund (Fund 71) $8,350.00
General Fund (Fund 11) $8,350.00
Total Project Budget Amendment $25,050.00
The cost-share from the Coastline College contractor will be reimbursed back to the Water Fund and the general fund accounts, which paid for the repair work.

ATTORNEY REVIEW:

The Attorney for the City has reviewed and approved Amendment No. 3.

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Council Action Request
Fiber Optic Infrastructure Maintenance
May 17, 2022

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ALTERNATIVES:

Alternative No. 1: Approve Amendment No. 3 for $25,050 to Iteris Inc. (CON 21-27) and amend the budget as recommended for Fiber Optic
Infrastructure Maintenance Services through June 30, 2022. This is the recommended action as it provides the necessary maintenance required to preserve the City’s fiber-optic system.

Alternative No. 2: Do not approve Amendment No. 3 to CON 21-27 with Iteris, Inc. for fiber optic infrastructure maintenance services through June 30, 2022, for an amount not to exceed $25,050. This is not
recommended as this will not provide the necessary maintenance required to preserve the City’s fiber optic communication system.

RECOMMENDATION:

Staff recommends that the City Council approve Amendment No. 3 for $25,050 to Iteris Inc. (CON 21-27) and amend the budget as recommended for Fiber Optic Infrastructure Maintenance Services through June 30, 2022.

Prepared by: Terri Phan, Administrative Assistant
Recommended by: Regino De Avila, Associate Engineer
Reviewed by: Temo Galvez, Deputy Public Works Director / City Engineer Approved by: Hye Jin Lee, Director of Public Works
Fiscal Review by: Ernestine Jones, Interim Finance Director/Treasurer Approved by: Raul Godinez II, Interim City Manager
Attachment 1: Iteris Inc. Contract
Attachment 2: Amendment No. 1
Attachment 3: Amendment No. 2
Attachment 4: Amendment No. 3

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_______________
AMENDMENT NO. 2 TO CON-21-27
6-Month Fiber Optic Infrastructure Maintenance
This SECOND Amendment to CON-21-27 is entered into and made effective this day of February 2022, by and between the City of Fountain Valley (hereinafter “CITY”) and Iteris, Inc. (hereinafter “CONSULTANT”).

Recitals
Whereas, CITY and CONSULTANT entered into Agreement CON-21-27 on June 29, 2021 (hereinafter “AGREEMENT”) for professional services for 6-Month Fiber Optic Infrastructure Maintenance for an amount not to exceed $35,000.00; and Whereas, on December 23, 2021, the parties entered into a FIRST AMENDMENT to the AGREEMENT to extend services through February 28, 2022 at no additional cost; and
Whereas, CITY will continue to need services by CONSULTANT beyond February 28, 2022 as provided for in the FIRST AMENDMENT; and
Whereas CITY and CONSULTANT agree that the scope of services and compensation provided to CONSULTANT shall be increased by an amount not to exceed $49,000.

Now therefore, the parties do hereby agree that:

1. The term of the AGREEMENT shall be extended through June 30, 2022.

2. That the scope of services and compensation provided to CONSULTANT shall be increased by an amount not to exceed $14,950.00 for a TOTAL CONTRACT SUM of $49,950.00

3. Except as specifically stated herein, all other terms and conditions of the AGREEMENT, as amended, shall remain in full force and effect.

Approved as to Content: CITY OF FOUNTAIN VALLEY
Hye Jin Lee, Director of Public Works
Rob Houston (Mar 3, 2022 15:33 PST)
Rob Houston, City Manager
APPROVED AS TO FORM:

HARPER & BURNS LLP
_
Attorneys for the City Gabriel Murillo, Iteris, Inc.

Iteris Amendment No. 2 to CON 21-27- signed
Final Audit Report 2022-03-03
"Iteris Amendment No. 2 to CON 21-27- signed" History
Document created by Fatana Temory ([email protected]) 2022-02-16 - 7:27:36 PM GMT- IP address: 67.52.161.162
Document emailed to Gabe Murillo ([email protected]) for signature 2022-02-16 - 7:28:04 PM GMT
Email viewed by Gabe Murillo ([email protected])
2022-02-16 - 7:45:38 PM GMT- IP address: 23.243.139.242 Email viewed by Gabe Murillo ([email protected])
2022-02-24 - 11:56:56 PM GMT- IP address: 23.243.139.242 Document e-signed by Gabe Murillo ([email protected])
Signature Date: 2022-02-24 - 11:57:05 PM GMT - Time Source: server- IP address: 23.243.139.242 Document emailed to Hye Jin Lee ([email protected]) for signature 2022-02-24 - 11:57:07 PM GMT
Email viewed by Hye Jin Lee ([email protected]) 2022-02-25 - 0:57:18 AM GMT- IP address: 104.28.85.64
Document e-signed by Hye Jin Lee ([email protected]) Signature Date: 2022-03-03 - 7:52:39 PM GMT - Time Source: server- IP address: 67.52.161.162 Document emailed to Rob Houston ([email protected]) for signature 2022-03-03 - 7:52:41 PM GMT
Email viewed by Rob Houston ([email protected]) 2022-03-03 - 11:33:16 PM GMT- IP address: 67.52.161.162 Document e-signed by Rob Houston ([email protected]) Signature Date: 2022-03-03 - 11:33:28 PM GMT - Time Source: server- IP address: 67.52.161.162 Created: 2022-02-16
By:

Status:

Transaction ID:

Fatana Temory ([email protected])
Signed
CBJCHBCAABAAp5-qoNeTv616sZ3govaaRrqB2vIGsska
Agreement completed.
2022-03-03 - 11:33:28 PM GMT

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AMENDMENT NO. 3 TO CON-21-27
6-Month Fiber Optic Infrastructure Maintenance
This THIRD Amendment to CON 21-27 is entered into and made effective this 17th day of May, 2022, by and between the City of Fountain Valley (hereinafter “City”) and Iteris, Inc. (hereinafter “Consultant”).

Recitals
Whereas, CITY and CONSULTANT entered into Agreement CON 21-27 on June 29, 2021 (hereinafter “AGREEMENT”) for professional services for 6-Month Fiber Optic Infrastructure Maintenance for an amount not to exceed $35,000.00; Whereas, on December 23, 2021, the parties entered into a FIRST AMENDMENT to the AGREEMENT to extend services through February 28, 2022, at no additional cost; Whereas, on March 3, 2022, the parties entered into a SECOND AMENDMENT to the AGREEMENT to extend services through June 30, 2022, and agreed that the scope of services and compensation provided to CONSULTANT shall be increased by an amount not to exceed $14,950.00; and
Whereas, CITY and CONSULTANT agree that the scope of services and compensation provided to CONSULTANT shall be increased by an amount not to exceed $25,050.

Now therefore, the parties do hereby agree that:

1. The term of the AGREEMENT shall remain through June 30, 2022, as provided in the SECOND AMENDMENT.

2. The scope of services and compensation provided to CONSUTLANT shall be increased by an amount not to exceed $25,050 for a TOTAL CONTRACT SUM of $75,000.

3. Except as specifically stated herein, all other terms and conditions of the AGREEMENT, as amended, shall remain in full force and effect.

Approved as to Content: CITY OF FOUNTAIN VALLEY
______________________________ ___________________________ Hye Jin Lee, Director of Public Works Raul Godinez, City Manager APPROVED AS TO FORM:

HARPER & BURNS LLP
__________________________ __________________________
Attorneys for the City Gabriel Murillo, Iteris, Inc.

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CITY OF FOUNTAIN VALLEY

CITY COUNCIL

COUNCIL ACTION REQUEST
To: Honorable Mayor and Agenda Date: May 17, 2022
Members of the Council
SUBJECT: Accept a Fee Proposal from Interwest Not to Exceed $80,000 for a Three-Month Extension of Engineering Plan Check and Encroachment Permit Review Services and Direct Staff to Issue a Purchase Order for the Amount.

EXECUTIVE SUMMARY:

The Public Works Department needs temporary staffing for engineering plan check and encroachment permit review services for an additional three (3) months. The Public Works Engineering Division currently has two vacancies with increased demands for private development plan checks.

The City of Fountain Valley CIP has forty-three (43) projects with over $23 million in appropriations. Engineering technical staff consists of two associate engineers and one assistant engineer position. The engineering staff also reviews private development plans and processes encroachment permit applications. In the last three years, the number of private development plans has more than doubled with less staffing. In Fiscal Yeast 2020-2022, Engineering collected nearly $140,000 in private development plan checking fees which is enough for a full-time engineer’s workload.

Through the competitive Request for Qualifications process, Interwest was selected and the Council awarded the on-call consultant contracts based on their highly qualified staff and expertise in engineering plan check and encroachment review services. In addition, Interwest staff also have experience with all functions to ensure that engineering plans and designs comply with Federal, State, and Municipal standards and regulations.

Staff recommends that the City Council accept the fee proposal from Interwest not to exceed $80,000 for a three-month extension of temporary staffing for engineering plan check and encroachment review services and authorize staff to issue a purchase order for the Interwest On-Call Contract.

DISCUSSION:

Per the City’s purchasing policy and in collaboration with the Finance Department, staff issued a Request for Qualifications (RFQ) for As-Needed Consultant Services. The RFQ

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Council Action Request
Interwest - Plan Checking Services (Three-Month Extension) May 17, 2022

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established a qualified consultants list to support the various projects and staffing needs within Public Works for the next three (3) years for various CIP and private development projects. Maintaining an active and comprehensive on-call list will streamline the process of awarding projects to the most suitable firm for specific projects and reduce time soliciting consultant services for each project.

On November 16, 2021, the Council approved five (5) most qualified consultants among twenty-one (21) proposals for on-call services for construction management and inspection including plan checking services.

Among the City’s approved on-call list of qualified consultants, staff solicited proposals from the most qualified consultants whose expertise is in engineering plan check and encroachment review services and received one proposal from Interwest for $79,690.

Subsequently, Interwest submitted a second proposal for $79,040 for a three-month extension of temporary staffing for engineering plan check and encroachment review services.

Interwest’s proposal for $79,040, includes engineering plan check and encroachment review services. Interwest is a well-known civil engineering and construction management firm with a good reputation for excelling in providing a similar type of engineering plan check and encroachment review services. They have experience with similar types of projects throughout the county. Interwest has provided full-service private development plan checking services. They provide services to the County of Los Angeles and various local agencies. Also, Interwest has overseen plan check activities and collection of user and development impact fees. Their expertise in managing projects similar to these will ensure the successful completion of the Public Works Department's engineering plan check and encroachment review needs.

FINANCIAL ANALYSIS:

Engineering Plan Check and Encroachment Permit Review Services (Interwest)
Current Project Costs Amount
Contract Amount $400,000
Construction Management Support for various projects
(Approved by Council on February 1, 2022)
($137,255)
Engineering Plan Check and Encroachment Review
Services
($79,690)
Engineering Plan Check and Encroachment Review
Services for a Three-Month Extension
($79,040)*
Remaining Contract Balance $104,015
*The cost for these services will be recovered through the Plan Check fees as provided in the approved Master Fee Schedule.

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Council Action Request
Interwest - Plan Checking Services (Three-Month Extension) May 17, 2022

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ATTORNEY REVIEW:

Legal Review is not required.***
***City Council and the Attorney for the City approved the As-need Construction Management and Inspection Services Contract for Interwest in the amount not to exceed $400,000 for the on-call list on November 16, 2021. These contracts are effective for a three-year term.

ALTERNATIVES:

Alternative No. 1: Accept the fee proposal from Interwest not to exceed $80,000 for a three-month extension of engineering plan check and encroachment review services. Staff to issue a purchase order for the Interwest OnCall Contract. This is the recommended action.

Alternative No. 2: Do not accept the proposal. This is not recommended as it will delay the project schedules for these projects.

RECOMMENDATION:

Staff recommends that the City Council approve Alternative No. 1, which is to accept the fee proposal from Interwest not to exceed $80,000 for a three-month extension and authorize the staff to issue a purchase order for the Interwest On-Call Contract.

Prepared by: Terri Phan, Administrative Assistant
Reviewed by: Temo Galvez, Deputy Public Works Director / City Engineer Approved by: Hye Jin Lee, Director of Public Works
Fiscal Review by: Ernestine Jones, Interim Finance Director / Treasurer Approved by: Raul Godinez, Interim City Manager
Attachment 1: Interwest Proposal
Attachment 2: Executed Interwest Contract

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| 1 Jenner, Suite 160, Irvine, CA 91741

FEE SCHEDULE

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Attachments
+
+
+

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Pavel Horn, PE

SENIOR CIVIL ENGINEER

PROFESSIONAL EXPIERENCE
Civil Engineer | Plan Review Engineer / Interwest Consulting Group / 2012 – 2020 | 2022 - Present
Senior Civil Engineer / City of Cathedral City, CA / 2006 - 2011 Project Manager / Hall & Foreman, Inc. / 2001 - 2006
Project Engineer
Psomas / 1999 2000
CNC Engineering / 1992 - 1998
The Keith Companies / 1988 - 1991
Design Engineer / Sikand Engineering Association / 1984 - 1988 Years of Experience: 50
Education

Registrations/Certifications

Professional Affiliations



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Joe Indrawan, PE

CA REGISTERED PROFESSIONAL CIVIL ENGINEER
Joe has more than 35 years of civil engineering experience, including 30 years of service with municipal agencies. His diverse experience allows him to bring a clear understanding and considerable depth to any project, contributing to the successful delivery of all projects. Joe possesses excellent communication skills, providing high level customer service in a professional manner at all times. Joe is a strategic thinker and an innovative problem-solver, making him a strong asset to all projects.

PROFESSIONAL HISTORY
Municipal Engineer / Interwest Consulting Group / 2012 -Present City Engineer / City of Eastvale / 2012-2019 - Joe acted as a contract City Engineer for the City of Eastvale, managing day-to-day operation of Public Works/Engineering staff, Land Development and Capital projects teams, preparing and managing operational and capital projects budgets, and handling general public complaints related to right-of-way and traffic issues. He represented the department at City Council meetings, Planning and Public Safety Commissions meetings, as well as other agencies and/or utility meetings. He established quarterly utility coordination meetings to ensure utility projects were scheduled appropriately with City-owned projects. In addition, Joe established and implemented development plan review processes and procedures, including subdivision map review check list. During his tenure with the City of Eastvale, Joe was instrumental in the acquisition process of more than 4,000 streetlights from the SCE, and conversion of these lights to LED lights.

Civil Engineering Manager | Land Development | CIP / City of Chino / 2003 -2012
Joe served as Acting City Engineer in City Engineer’s absence. He managed Land Development, Capital Improvement, Transportation Planning, Permit, Development Review/Plan Check and Inspection Services and ensured that all functions complied with Federal, State and Municipal standards and regulations. Joe participated in the preparation and implementation of goals, objectives and operational and CIP budget of the Engineering Division. He prepared the Measure I project list; and oversaw the preparation of grant applications. Joe reviewed and approved public improvement plans and specifications, engineering calculations/studies, subdivision maps and survey documents. He participated in the development of General Plan Amendment and reviewed CEQA. He acted as a liaison with other cities, counties and agencies. Joe updated and oversaw the implementation of Development Impact Fees Programs, prepared staff reports to the City Council and Planning Commission and attended respective meetings, as required.

Key Accomplishments
 Successfully managed the planning and development of the first phases of The Preserve and College Park Specific Plans, including Chaffey College and Ayala Park Expansion
Years of Experience: 35+

Education
 M.S., Civil Engineering,
Rice University
 B.S., Civil Engineering,
University of Indonesia
 Fundamentals of
Personnel Laws for
Managers and Supervisors
 Funding Public Works
Programs
 Contract Administration &
Change Orders Core
Curriculum
 CEQA/California LandUse & Planning Law
 Advanced Subdivision
Map Act
Registration s/Certification s
 CA Registered
Professional Civil Engineer
| 44779

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JOE INDRAWAN, PE – CIVIL ENGINEER
 Effectively oversaw the construction of $10M storm drain and street widening projects, $5M nitrate treatment plant, $4M waterline, and other CIP projects
 Successfully trained and mentored a number of junior engineers to process and manage land development projects and perform plan check activities
 Represented Chino in partnership with the City of Ontario in the development of Mill Creek Recreation Plan - a regional storm water quality management plan for the New Model Colony & The Preserve
Associate Civil Engineer / City of Chino / 2000 -2003
Joe supervised City staff of engineers, technicians and inspectors. He managed major land development projects (i.e., residential, commercial and industrial), and oversaw plan check activities and collection of user and development impact fees. Joe acted as a construction manager and administered contracts for CIP projects, reviewed PS&Es, processed bids, and negotiated contract change orders. He prepared Request for Proposals (RFPs), selected qualified firm(s) and administered contracts for engineering consulting services. Joe administered Community Facilities, Assessment, and Landscape & Lighting Districts. He investigated public complaints and provided solutions.

Key Accomplishments
 Facilitated a successful collaboration among several developers and agencies for the development of Sub-Area I - a nearly 10 Million square-feet industrial complex, which included a $2M Kimball Avenue Street and Storm Drain project
 Successfully implemented inter-departmental plan check procedure Associate Civil Engineer | Assistant Civil Engineer / City of Corona / 1988 -2000 Joe managed entitlement projects and performed plan check activities for residential, commercial and industrial developments, including writing conditions of approval (COAs) and staff reports to the City Council. He managed the NPDES Stormwater Program, managed and administered contracts for CIP projects, reviewed and approved PS&Es, processed bids, and negotiated contract change orders. Joe managed and supervised consultants to perform engineering/construction management services, and oversaw the preparation of master plan studies of infrastructure facilities.

Key Accomplishments
 Managed successful developments of South Corona, Corona Ranch, Chase Ranch and Mountain Gate Specific Plans - major master planned communities of more than 6,000 acres of residential and commercial developments
 Successfully implemented NPDES Program since its inception in 1990  Served as a member of the Stormwater Advisory Committee and the California Stormwater Task Force
 Presented papers on storm water program at the International Erosion Control Convention in 1998 & 1999

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| 1 Jenner, Suite 160, Irvine, CA 91741

FEE SCHEDULE

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CITY OF FOUNTAIN VALLEY

CITY COUNCIL

COUNCIL ACTION REQUEST
To: Honorable Mayor and Agenda Date: May 17, 2022
Members of the Council
SUBJECT: Approve the On-Call List of Qualified Consultants for As-Needed Material Testing Services and Award Four (4) Contracts to the Qualified Consultants for an Amount Not to Exceed $400,000 per Contract for a Three-Year Term EXECUTIVE SUMMARY:

On March 24, 2021, Public Works Engineering Division issued a Request for Qualifications (RFQ) for As-Needed Material Testing Services on the PlanetBids portal.

The City’s Capital Improvement Program (CIP) projects require specialized material testing services. The material testing consultant support services include various CIP projects such as the following:
 Arterial and residential pavement rehabilitation and resurfacing projects  Sewer line structural repairs
 Waterline replacement projects
 Drainage facility improvement projects
 Sidewalk improvement projects
 Arterial median landscape projects
 Traffic signal and other traffic engineering design projects and studies  Park facility improvement projects
 ADA compliance improvement projects
 Government building improvement projects
The RFQ intends to establish a list of qualified consultants to support the various CIP project needs within Public Works Engineering for the next three (3) years. Maintaining an active and comprehensive on-call list will streamline the process of awarding projects to the most suitable firm for specific projects and reduce the time needed to solicit Request for Proposal (RFP) for each project. This process will aid in completing capital improvement projects, technical studies, and development review services promptly.

On April 22, 2021, the City received thirteen (13) proposals for the As-Needed Material Testing Services RFQ 21-006. After careful consideration and evaluation of proposals, Staff selected four (4) consultants for the on-call list of qualified consultants for as-needed material testing services. While all consultants who submitted proposals had some degree of qualifications, Staff recommends limiting the list of approved consultants to four of the most qualified and capable consultants. This recommendation provides for

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Council Action Request
As Needed On-Call Material Testing Services
May 17, 2022

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redundancy in available services, increases the likelihood that selected consultants will have the opportunity to perform some level of work for the City, and assures that selected consultants are well qualified to complete work. This list also allows Staff to solicit competitive bids limited to those pre-qualified consultants.

Staff recommends that the City Council approve the on-call list of qualified consultants for as-needed material testing services and award contracts to the list of four (4) qualified consultants for an amount not to exceed $400,000 per contract for a three-year term.

These contracts are limited to prequalification. They are unencumbered until scope and fees are negotiated and a Purchase Order is issued. The staff will bring items for Council authorization to issue a Purchase Order over $50,000.

DISCUSSION:

On March 24, 2021, the Public Works Engineering Division issued a Request for Qualifications (RFQ 21-006) for As-Needed Material Testing Services. The material testing consultant support services include various CIP projects such as the following:
 Arterial and residential pavement rehabilitation and resurfacing projects  Sewer line structural repairs
 Waterline replacement projects
 Drainage facility improvement projects
 Sidewalk improvement projects
 Arterial median landscape projects
 Traffic signal and other traffic engineering design projects and studies  Park facility improvement projects
 ADA compliance improvement projects
 Government building improvement projects
The RFQ intends to establish a qualified consultant list to support public Works' various CIP project needs for the next three (3) years. Maintaining an active and comprehensive on-call list will streamline the process of awarding projects to the most suitable firm for specific projects and reduce time soliciting consultant services for each project.

On April 22, 2021, the City received thirteen (13) proposals for As-Needed Material Testing Services RFQ from the following firms:

Consultant Location
1 AESCO Huntington Beach
2 American Engineering Laboratories, Inc. La Habra
3 Atlas Technical Consultants Monterey Park
4 Fenagh LLC Rancho Cucamonga
5 Geocon West, Inc. Irvine
6 GMU Geotechnical, Inc.

Rancho Santa
Margarita
7 Group Delta Consultants, Inc. Irvine

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Council Action Request
As Needed On-Call Material Testing Services
May 17, 2022

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8 Krazan & Associates, Inc. Corona
9 MTGL, Inc. Anaheim
10 Ninyo & Moore Geotechnical and Environmental
Sciences Consultants Irvine
11 Professional Services Industries Santa Fe Springs
12 Smith Emery Laboratories, Inc. Los Angeles
13 Twining Inc. Long Beach
A panel of staff members independently reviewed each proposal on PlanetBids and ranked the firms based on the following evaluation criteria:
 Staff Qualifications
 Firms Qualifications
 Understanding of Scope of Work
 Approach/Methodology
 Costs
After careful consideration and evaluation of proposals, Staff selected four (4) consultants for the on-call list of qualified consultants for as-needed material testing services. While all consultants who submitted proposals had some degree of qualifications, Staff recommends limiting the list of approved consultants to up to four of the most qualified and capable consultants. This recommendation provides for redundancy in available services, increases the likelihood that selected consultants will complete some level of work for the City, and assures that selected consultants are well qualified to complete work without additional assistance from staff.

The list of consultants recommended in this report represents the best-qualified firms to provide services for the City based on the responsiveness of their proposals, availability of personnel and ability to meet the City's needs, experience, qualifications of personnel on similar projects, and ability to control costs and adhere to a schedule.

Below is a summary of the top four (4) consultants recommended for as-needed material testing services for various areas of expertise.

Recommended Consultants List
No Consultant Specialty/Expertise Score
1 Ninyo & Moore
Geotechnical and
Environmental Sciences
Consultants
General Civil 780.00
2 Twining, Inc. General Civil 762.50
3 GMU Geotechnical, Inc. Geotechnical and Pavement 750.00 4 Fenagh, LLC General Civil 715.00
(Note: A detailed summary is attached: PlanetBids Evaluation Summary - Attachment No. 2).

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Council Action Request
As Needed On-Call Material Testing Services
May 17, 2022

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After careful evaluation, the Staff recommends the four (4) consultants for the On-Call List for As-needed Material Testing Services based on the total combined score and their area of expertise. The four (4) consultants selected have completed similar projects for the City as well as other Orange County municipalities and have proven to be reliable and reputable consultants.

It should be noted that the City reserves the right to cancel any of these contracts for any reason, put them on hold, or move on to a different contractor. Executing an on-call contract with the City does not guarantee that a consulting firm will receive work during the on-call period. The Public Works Department intends to spread the work amongst the firms and award specific projects to firms that are most suited and available to complete the specific type of project.

PROCUREMENT
Per the City's Purchasing Policies, the City of Fountain Valley issued a Request for Qualifications (RFQ) for As-Needed Material Testing Services (RFQ 21-006) on March 24, 2021. The RFQ was publicly advertised through PlanetBids with an invitation through the City’s website. The RFQ closed on April 22, 2021, and thirteen (13) consultants submitted proposals.

FINANCIAL ANALYSIS
Each consultant has a cumulative maximum not to exceed the limit of $400,000 for the three-year term of the contract.

No costs are associated with the recommended action. Costs will be incurred for specific projects and services in compliance with the Council-approved budgets. The various costs for the services provided are included as part of the Capital Improvement Program (CIP) Budget for each fiscal year.

ATTORNEY REVIEW:

The Attorney for the City has reviewed and approved the four (4) contracts for the on-call list for as-needed material testing services.

ALTERNATIVES:

Alternative No. 1: Approve the on-call list of qualified consultants for as-needed material testing services and award contracts to the four (4) qualified consultants for an amount not to exceed $400,000 per contract for a three-year term. This is the recommended action.

Alternative No. 2: Do not award the on-call contracts. This is not the recommended action because, without the ability to use on-call consultant material

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Council Action Request
As Needed On-Call Material Testing Services
May 17, 2022

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testing services, it will significantly affect project delivery times and service by the Public Works Department.

RECOMMENDATION:

It is recommended that the City Council approve the on-call list of qualified consultants for as-needed material testing services and award contracts to the four (4) qualified consultants for an amount not to exceed $400,000 per contract for a three-year term.

Prepared by: Terri Phan, Administrative Assistant
Recommended by: Kyle Hilton, Associate Engineer
Reviewed by: Temo Galvez, Deputy Public Works Director / City Engineer Approved by: Hye Jin Lee, Director of Public Works
Fiscal Review by: Ernestine Jones, Interim Finance Director/City Treasurer Approved by: Raul Godinez, Interim City Manager
Attachment 1: RFQ 21-006 for As-needed Material Testing Services Attachment 2: Evaluation Summary
Attachment 3: Ninyo & Moore Geotechnical & Environmental Sciences Consultants Contract
Attachment 4: Ninyo & Moore Geotechnical & Environmental Sciences Consultants Proposal
Attachment 5: Ninyo & Moore Geotechnical & Environmental Sciences Consultants Cost File
Attachment 6: Twining, Inc. Contract
Attachment 7: Twining, Inc. Proposal
Attachment 8: Twining, Inc. Cost File
Attachment 9: GMU Geotechnical, Inc. Contract
Attachment 10: GMU Geotechnical, Inc. Proposal
Attachment 11: GMU Geotechnical, Inc. Cost File
Attachment 12: Fenagh, LLC Contract
Attachment 13: Fenagh, LLC Proposal
Attachment 14: Fenagh, LLC Cost File

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City of Fountain Valley
Project Evaluation Results for project As-needed Material Testing Services (RFQ 21-006) Exported on 03/02/2022
Criterion Weight Weighted Score
Round 1 80 800
Qualifications & Experience of the Individuals 25 250
Qualifications and Experience - The Firm 25 250
Ability to manage 10 100
Approach & Schedule 20 200
Total 80 800

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AESCO American Engineering Laboratories, Inc.

Kyle Hilton REGINO DEAVILA Aggregate Average Kyle Hilton REGINO DEAVILA Aggregate 800 575 1375 687.5 650 600 1250
250 175 425 212.5 175 200 375
250 200 450 225 175 200 375
100 60 160 80 100 60 160
200 140 340 170 200 140 340
800 575 1375 687.5 650 600 1250

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Atlas Technical Consultants Fenagh LLC
Average Kyle Hilton REGINO DEAVILA Aggregate Average Kyle Hilton REGINO DEAVILA 625 700 680 1380 690 750 680
187.5 200 250 450 225 225 250
187.5 200 200 400 200 225 200
80 100 70 170 85 100 70
170 200 160 360 180 200 160
625 700 680 1380 690 750 680
oratories, Inc.

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Geocon West, Inc. GMU Geotechnical, Inc.

Aggregate Average Kyle Hilton REGINO DEAVILA Aggregate Average Kyle Hilton 1430 715 750 610 1360 680 800
475 237.5 225 150 375 187.5 250
425 212.5 225 200 425 212.5 250
170 85 100 100 200 100 100
360 180 200 160 360 180 200
1430 715 750 610 1360 680 800
enagh LLC

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Group Delta Consultants, Inc.

REGINO DEAVILA Aggregate Average Kyle Hilton REGINO DEAVILA Aggregate Average 700 1500 750 700 655 1355 677.5
250 500 250 200 225 425 212.5
200 450 225 200 200 400 200
90 190 95 100 70 170 85
160 360 180 200 160 360 180
700 1500 750 700 655 1355 677.5
GMU Geotechnical, Inc.

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Krazan & Associates, Inc MTGL, Inc.

Kyle Hilton REGINO DEAVILA Aggregate Average Kyle Hilton REGINO DEAVILA Aggregate 650 630 1280 640 700 615 1315
175 250 425 212.5 200 175 375
175 200 375 187.5 200 200 400
100 80 180 90 100 80 180
200 100 300 150 200 160 360
650 630 1280 640 700 615 1315

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Ninyo & Moore Geotechnical and Environmental Sciences Consultants Professional Services Industries Average Kyle Hilton REGINO DEAVILA Aggregate Average Kyle Hilton REGINO DEAVILA 657.5 800 760 1560 780 650 665
187.5 250 250 500 250 175 225
200 250 250 500 250 175 200
90 100 80 180 90 100 80
180 200 180 380 190 200 160
657.5 800 760 1560 780 650 665

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Smith Emery Laboratories, Inc.

Aggregate Average Kyle Hilton REGINO DEAVILA Aggregate Average Kyle Hilton 1315 657.5 720 595 1315 657.5 800
400 200 250 175 425 212.5 250
375 187.5 250 200 450 225 250
180 90 100 60 160 80 100
360 180 120 160 280 140 200
1315 657.5 720 595 1315 657.5 800
al Services Industries

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Twining, Inc.

REGINO DEAVILA Aggregate Average
725 1525 762.5
250 500 250
225 475 237.5
70 170 85
180 380 190
725 1525 762.5

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Ninyo & Moore
Geotechnical and
Environmental Sciences
Consultants
Twining, Inc. GMU Geotechnical, Inc. Fenagh LLC
Average Average Average Average
780 762.5 750 715
250 250 250 237.5
250 237.5 225 212.5
90 85 95 85
190 190 180 180
780 762.5 750 715
1 2 3 4
$ 125.00 $ 121.00 $118* $ 140.00

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Atlas Technical
Consultants AESCO Geocon West, Inc.

Group Delta
Consultants, Inc.

Average Average Average Average
690 687.5 680 677.5
225 212.5 187.5 212.5
200 225 212.5 200
85 80 100 85
180 170 180 180
690 687.5 680 677.5
5 6 7 8
$ 118.00 $ 115.00 $ 120.00 $ 130.00

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MTGL, Inc.

Professional Services
Industries
Smith Emery
Laboratories, Inc.

Krazan & Associates,
Inc
Average Average Average Average
657.5 657.5 657.5 640
187.5 200 212.5 212.5
200 187.5 225 187.5
90 90 80 90
180 180 140 150
657.5 657.5 657.5 640
9 10 11 12
660 or 66%

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American Engineering
Laboratories, Inc.

Average
625
187.5
187.5
80 170
625
13

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City of Fountain Valley
Electronic submittal of Request for Qualifications
RFQ 21-006
As-needed Material Testing Services
Questions Deadline:
4:00 p.m., PST, Wednesday, April 7, 2021
Submittal Due Date:
4:00 p.m., PST, Thursday, April 22, 2021
City Contact:

Amanda McCall, Mgmt. Analyst / Purchasing Officer
email: [email protected]
Phone No. (714) 593-4413
CITY OF FOUNTAIN VALLEY’S ELECTRONIC BIDDING SITE, PLANETBIDS *Read Upload Instructions*
for important information on the best time to upload proposals (Issued March 24, 2021)

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 1 | Page
Background Information
Background
The City of Fountain Valley is a general law city that has operated under the council-manager form of government since its incorporation in 1957. The City is located in Orange County, California, and is located roughly 30 miles southeast of Los Angeles and 90 miles northwest of San Diego. The City has an estimated population of 56,920 and has a land area of 9.75 square miles. The City is a full-service City that offers a range of municipal services that includes, but is not limited to: police and fire protection; water and sewer utility operations; building and safety; development services for land use planning, and zoning; housing and community development; and a full range of recreation and cultural activities.

Purpose
The City is pleased to issue this Request for Qualifications (RFQ) for qualified consultant to perform As-needed Material Testing Services for various capital improvement. Projects include and not limited to; arterial and residential pavement rehabilitation and resurfacing projects, sewer line structural repairs, sidewalk improvement projects, arterial median landscape projects, public building improvements, water line improvements, water well rehabilitation, and traffic signal improvements. Qualified firms shall provide consulting services on an “as-needed” basis. The contract will be for a minimum 3-year term.

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 2 | Page

PROJECT / SCOPE OF WORK OVERVIEW
The City of Fountain Valley is seeking the services of qualified material testing and laboratory professional to assist in verification of materials for various capital improvement projects including arterial and residential pavement rehabilitation and resurfacing projects, sewer line structural repairs, sidewalk improvement projects and arterial median landscape projects. Testing and inspection is to be done in accordance with applicable City Standard Plans, Greenbook Specifications, Caltrans Standards, and project Plans and Specifications.

As-needed duties include, but are not limited to, the following:
• Thorough familiarization of the Plans and Specifications as they apply to the material to be inspected and tested.
• Field observation and compaction testing during subgrade preparation for pavement and/or concrete. Including roadway subgrade and utility trench backfill.
• Field observation and random sampling of concrete placement for curb, gutter, sidewalk, and median construction.
• Field observation and compaction testing during all asphalt concrete paving operations.
• Batch plant inspection and sampling during the asphalt concrete production phase.
• Laboratory testing of applicable and appropriate materials used during all stages of construction. Including, but not limited to extraction-stability-unit weight gradation, maximum density test, and sand equivalent/gradation. • Material testing agents shall prepare and submit daily written reports with copies for City staff and the job superintendent.
• Recommendations for undesirable soil condition mitigation. • Provide all necessary field documentation associated with the preparation of federal paperwork for compliance with the requirements of the Caltrans Local Assistance Procedures Manual.
• At the conclusion of construction, preparation of a Final Inspection Report that details a professional opinion of the inspection and testing performed shall be submitted. This report shall detail and summarize the construction activities, conditions, and results of all tests and inspections.

The consultant shall be available to meet on a monthly basis and/or as required for with the CITY team to present and discuss the above design concepts and to receive direction, compare construction costs with available budgets, obtain feedback and CITY approval. The consultant should also be available to attend City Council or Planning Commission meetings if needed.

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 3 | Page

CONTENT OF RESPONSES
Responses submitted to the City should include the following components:

1. Cover Letter
a. A cover letter signed by the individual authorized to represent / negotiate on behalf of the responding firm.

2. Firm Qualifications
The information requested in this section must describe the qualifications of the firm and key staff performing projects preferably within the past seven (7) years in Orange County/Los Angeles County to demonstrate competence to perform these services.

Information shall include:

a. An overview of qualifications for the firm, which should include length of time that your firm has provided the services being requested in this Request for Qualifications. Click or tap here to enter text.
b. The key personnel that have participated on named projects and their specific responsibilities and years of experience with respect to this scope of work. c. Please provide an organization chart which lists all key individual(s) who will be working on projects and indicate the function that each will perform. d. Please also include the resume(s) / background of all key individuals from the firm who will be working directly and regularly on this initiative with the City as well as their roles. Clearly identify the project manager/lead who will be responsible for the day-to-day management of the contract.
e. Please include an outline of current relevant projects being coordinated in the southern California region. Responses should demonstrate specific details relating to items as specified in the scope of work.
f. Please provide 5 references from current clients or past clients, preferably Orange County/ Los Angeles County Public Agency, within the last 2 years, that have received similar services from your firm. Please provide the following information to ensure easy contact:

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 4 | Page
• Including but not limited to, name of project, name, address, email, and phone number of individual(s) to contact for referral. • Brief Description (i.e. miles of street rehabilitation, construction costs, etc.)
• Project Manager on the project who also is the PM on the Proposal and Key Personnel
• Start/Finish (months and years)

3. Understanding of and Proposed Approach to the RFQ Scope of Work:
a. This section must describe your understanding of the City, the objectives to be accomplished, innovative approaches, and solutions to similar projects that would be undertaken by the City, and detailed descriptions of efforts your firm will undertake to achieve client satisfaction, as outlined on Page 3 of this RFQ (Project / Scope of Work Overview).

4. Estimated Costs
a. In an effort to save time, interested proposers shall concurrently submit a detailed hourly rate schedule, which is to be uploaded under Cost File in PlanetBids.

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 5 | Page

SUBMITTAL GUIDELINES
The deadline for receiving responses is 4:00 p.m. on Thursday, April 22, 2021. Without exception, responses will not be accepted after this deadline.

Respondents are required to submit the following:
• Complete written proposals must be submitted electronically in PDF file format via the www.Planetbids.com website no later than 4:00 p.m. (PST) on Thursday, April 22, 2021.

Proposals will not be accepted after the deadline. Faxed or emailed proposals will not be accepted.
• Please review the How to upload Electronic Proposals prior to due date. This will ensure proper and timely electronic submittal of proposal.
• Proposals shall be prepared with sufficient details to allow for thorough evaluation and comparative analysis.
• The RFQ shall not exceed twenty (20) single sided standard size (8.5” X 11”) pages.

Questions about this RFQ must be directed in writing through the Planetbids Q&A tab no later than 4:00 p.m. (PST) on April 7, 2021 for response.

All questions regarding this RFQ shall be submitted electronically in PlanetBids up to the Question and Answer (Q&A) deadline. All project correspondence will be posted in PlanetBids. It is the responsibility of the Proposers to check the website regularly for information updates, clarifications, and addenda. At the Agency’s discretion, Proposers requests for clarifications may or may not be responded to.

It is important to note that the City reserves the right to reject any and all responses. The City will not be liable for, nor pay for any costs incurred by responding firms relating to the preparation of the response. An explicit provision of this RFQ is than any oral communication is not binding on the City’s RFQ response process or selection criteria.

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 6 | Page

SELECTION OF FIRM
RFQ Assessment Process
The City will coordinate a review and evaluation of all responses received by the City in response to this RFQ. As part of the assessment process, the City will place particular emphasis on the qualifications / experience of the individuals assigned to the project; directly relevant qualifications / experience of the firm; the ability for the firm to undertake the management of the RFQ scope of work; and each firm’s understanding and proposed approach to the project. The following specific criteria will be used in the evaluation process:

1. Qualifications and experience of the individuals assigned to the contract

2. Qualifications and experience of the responding firm

3. Overall ability to undertake the management of the RFQ scope of work for City’s construction management and/or inspection services.

4. Understanding and approach to the proposed scope of work in Fountain Valley After assessing the responses received, the City plans to enter into an initial 3 year agreement with the selected consultant(s). The City may enter into agreements with several service providers, based on City needs and the qualifications of the responding firms. Additional contract details will be developed with the identified specialist(s), based on the provisions of the response submitted be each responding firm
Overall Assessment / Selection Process
After assessing all of the responses received, the most qualified respondents will be invited to participate in an interview with City staff. Following that interview process, the City will identify a selected specialist(s) to partner with on this project. The selected specialist(s) will be asked to enter into a Professional Service Contract with the City. The anticipated timeline for these next steps is as follows:

RFQ Submittal Deadline: Thursday, April 22, 2021
Interviews w/ Selected Firms: Tentatively the Week of May 10, 2021 Selection of Firm(s): Tuesday, June 1, 2021
The City makes no guarantee to the amount of work that will be made available. Only recently, has the current “as-needed” list been needed to augment City Staff and to provide services.

Compensation for consultant services shall be based on hourly rates, and is typically a negotiated “not to exceed” agreed amount by the Consultant and City prior to the execution of the “Asneeded” Consultant Services Agreement (and the overall Consultant Services process as

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 7 | Page
described below). The Consultant Services generally entails agreeing on the staff assigned, work plan, estimated cost, and materials costs. Payment will not be made until work product is delivered and deemed acceptable by the City.

Disclaimer
This RFQ does not commit the City either to issue a RFP, award a contract, or to pay any costs incurred in the preparation of the RFQ response. The City reserves the right to extend the due date for the RFQ, accept or reject any or all qualifications submittals received as a result of this request, negotiate with any qualified consultant or cancel this RFQ in part or in its entirety without penalty.

Assigned Representatives
The City will assign a responsible representative to administer the contract and to assist the consultant in obtaining information. The consultant shall also assign a responsible representative (project manager) and an alternate, who shall be identified in the RFQ response. The consultant’s representative will remain in responsible charge of the consultant’s duties from the notice-to proceed through project completion. If the consultant’s primary representative should be unable to continue with the project, then the alternate representative identified in the RFQ response shall become the project manager. Any substitution of representatives or sub-consultants identified in the RFQ response shall first be approved in writing by the City’s representative. The City reserves the right to review and approve/disapprove all key staff and sub-consultant substitution or removal, and may consider such changes not approved to be a breach of contract.

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CITY OF FOUNTAIN VALLEY
Material Testing Services RFQ
REVISED 2021 - On Call Material Testing Services
Submittal Deadline Thursday, April 22, 2021 @ 4:00 p.m. 8 | Page
Consultant Services Process
Following the execution of a Consultant Services Agreement on “As-needed” agreement, projects may be assigned on a qualification –based selection process. The City will issue Projects one of two ways depending on 1) specialized work and/or 2) Qualified staff availability 1) Specialized Work – The City will provide all consultants with a scope of work and desired schedule, and the consultants will be invited to submit work plans, proposed staff, hours and schedule. The City construction manager will review the work plans with the City Project Manager and issue an addendum to the highest quality and qualified consultant response based on the qualifications of staff, schedule, and work plan (ranked by equally weighting the above criteria).
2) Standard Public Works Improvements - City will review the amounts of past task orders and assign task orders to provide work fairly to the firms on the as needed agreements; or on a rotational basis keeping fairness in mind as the top ranked firms are presumed or expected to be highly qualified.

The City will contact Consultant to agree on final scope, schedule and work plan, and not to exceed amount, and deliverables. Upon agreement, the City will issue a Purchase Order which shall be considered as the “Notice to Proceed” and authorizes work. If agreement cannot be reached or a Consultant is not available, the City will approach the next highest ranked response or next consultant deserving a task order.

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Page 279 ends

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Atlas Technical
Consultants AESCO Geocon West, Inc. Group Delta Consultants, Inc.

Average Average Average Average
690 687.5 680 677.5
225 212.5 187.5 212.5
200 225 212.5 200
85 80 100 85
180 170 180 180
690 687.5 680 677.5
5 6 7 8
$ 118.00 $ 115.00 $ 120.00 $ 130.00

Page 281 ends

MTGL, Inc. Professional Services
Industries
Smith Emery
Laboratories, Inc.

Krazan & Associates,
Inc
Average Average Average Average
657.5 657.5 657.5 640
187.5 200 212.5 212.5
200 187.5 225 187.5
90 90 80 90
180 180 140 150
657.5 657.5 657.5 640
9 10 11 12
660 or 66%

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American Engineering
Laboratories, Inc.

Average
625
187.5
187.5
80 170
625
13

Page 283 ends

AGREEMENT FOR CONSULTANT SERVICES
CON – –
This AGREEMENT is made and effective as of the EFFECTIVE DATE, by and between the City of Fountain Valley, a municipal corporation ("CITY") and ("CONSULTANT"). In
consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:

1. TERM
This AGREEMENT shall commence on (“EFFECTIVE DATE”)
and remain and continue in effect until all tasks described herein are completed but in no event later than , unless sooner terminated or extended pursuant to the provisions of this AGREEMENT.

2. SERVICES
CONSULTANT shall perform the tasks described and set forth in Exhibit A, attached hereto and incorporated herein as though set forth in full. CONSULTANT shall complete the tasks according to the schedule of performance which is also set forth in Exhibit A.

3. NOTICE TO PROCEED
CONSULTANT shall not perform any work or be entitled to any compensation under this AGREEMENT until a written Notice to Proceed is issued by CITY. The Notice to Proceed shall not issue unless and until CONSULTANT submits proof, satisfactory to CITY, of its procurement of appropriate insurance required by this AGREEMENT. The failure of CONSULTANT to submit proof of appropriate insurance within 10 days of the EFFECTIVE DATE is a material breach and shall constitute cause for immediate termination of this AGREEMENT by CITY.

4. PERFORMANCE
CONSULTANT shall at all times faithfully, competently, and to the best of his/her/its ability, experience, and talent perform all tasks described herein.

CONSULTANT shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing similar services as are required of CONSULTANT hereunder in meeting its obligations under this AGREEMENT.

5. CITY MANAGEMENT
shall represent CITY in
all matters pertaining to the administration of this AGREEMENT, including review and approval of all products submitted by CONSULTANT, but not including the authority to enlarge the tasks to be performed or change the compensation due to CONSULTANT.

The City Manager shall be authorized to act on CITY’S behalf and to execute all necessary documents that enlarge the tasks to be performed or change

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CONSULTANT's compensation, subject to Section 6 hereof.

6. PAYMENT
(a) CITY agrees to pay CONSULTANT in accordance with the payment rates, terms, and schedule of payment set forth in Exhibit A. This amount shall not exceed
Dollars ( ) (“TOTAL CONTRACT SUM”) for the total term of this AGREEMENT unless additional payment is approved as provided in this AGREEMENT.
(b) CONSULTANT shall not be compensated for any services rendered in connection with its performance of this AGREEMENT that are in addition to those set forth herein, unless such additional services are authorized in advance and in writing by the City Manager. This written authorization requirement cannot be waived. CONSULTANT shall be compensated for any additional services in the amounts and in the manner as agreed to by the City Manager and CONSULTANT at the time CITY’s written authorization is given to CONSULTANT for the performance of said additional services. The City Manager’s authority to approve additional compensation is subject to Fountain Valley Municipal Code section 2.36.110. Approval of additional compensation that exceeds the City Manager’s authority as specified in Fountain Valley Municipal Code section

2.36.110 must be obtained from the City Council.

7. PUBLIC WORK
Notice is provided pursuant to Labor Code Section 1781 that all or a portion of the work contemplated in this AGREEMENT may constitute a “public work” as defined in Chapter 1, Part 7, and Division 2 of the Labor Code, to which Section 1771 applies. If all or a portion of the work contemplated under this AGREEMENT constitutes “public work,” then CONSULTANT shall pay prevailing wages, unless exempt, on those portions of the work which require payment of prevailing wages under the prevailing wage laws (Labor Code, §§ 1720 et seq.), and shall comply with the following:
(a) Prevailing Wage Rates. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages can be found at http://www.dir.ca.gov/OPRL/PWD/index.htm and are on file at City Hall, which shall be made available to any interested party upon request. CONSULTANT shall post a copy of the determination of the director of the prevailing rate of per diem wages at each job site. Said per diem wages are deemed to include employer payments for health and welfare, pension, vacation and travel time, and subsistence pay, all in accordance with Section 1773.1 of the Labor Code. (b) Payroll Records. The provisions of Section 1776 of the Labor Code regarding the preparation, maintenance, and filing of payroll records are applicable to this AGREEMENT. CONSULTANT and each subconsultant shall keep accurate payroll records showing the name, address, social security number, work classification, straight time, and overtime hours worked each day and week, and the

Page 285 ends

actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him/her/it in connection with the public work. Certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or contain the same information. CONSULTANT’S AND ANY SUBCONSULTANT’S PAYROLL RECORDS SHALL BE SUBMITTED TO CITY ON A WEEKLY BASIS. CONSULTANT SHALL BE RESPONSIBLE FOR SUBMITTAL OF SUBCONSULTANT’S PAYROLL RECORDS. Additionally, CONSULTANT or subconsultant has ten (10) days in which to comply subsequent to receipt of a written notice requesting the records enumerated in Section 1776, subdivision (a), of the Labor Code. In the event that CONSULTANT or subconsultant fails to comply within the ten (10) day period, he/she/it shall, as a penalty to CITY, forfeit One Hundred Dollars ($100.00) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. CITY may deduct this penalty from any monies due or that may become due CONSULTANT under this AGREEMENT. (c) Penalty. CONSULTANT and any subconsultant under CONSULTANT shall, as a penalty to CITY, forfeit not more than Two Hundred Dollars ($200.00) for each calendar day, or portion thereof, for each worker paid (either by CONSULTANT or any subconsultant under CONSULTANT) less than the prevailing rate set forth herein on the work provided for in this AGREEMENT. CITY may deduct the penalty from any monies due or that may become due CONSULTANT under this AGREEMENT. The difference between the prevailing wage rates and the amount paid to each worker for each calendar day, or portion thereof, for which each worker was paid less than the prevailing wage rate shall also be paid to each worker by CONSULTANT or subconsultant, in accordance with Section 1775 of the Labor Code of the State of California.
(d) Apprentices. If applicable, the provisions of Labor Code Section 1777.5 requiring the use of apprentices in certain ratios to journeymen are hereby imposed upon CONSULTANT.
(e) Legal Day’s Work. In the performance of this AGREEMENT, not more than eight (8) hours shall constitute a day’s work, and CONSULTANT shall not require more than eight (8) hours of labor in a day from any person employed by him hereunder except as provided in Labor Code Section 1815. CONSULTANT shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et seq.), of the Labor Code of the State of California, and it is agreed that CONSULTANT shall forfeit to CITY as a penalty the sum of Twenty-Five Dollars ($25.00) for each worker employed in the execution of this AGREEMENT by CONSULTANT or any subconsultant for each calendar day during which any worker is required or permitted to labor more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one (1) week in violation of said article. CITY may deduct this penalty from any monies due or that may become due pursuant to this AGREEMENT.

8. SUSPENSION OR TERMINATION OF AGREEMENT WITHOUT CAUSE (a) CITY may at any time, for any reason, with or without cause, suspend or terminate this AGREEMENT, or any portion hereof, by serving upon CONSULTANT, at least thirty (30) days prior, written notice. Upon receipt of

Page 286 ends

said notice, CONSULTANT shall immediately cease all work under this AGREEMENT, unless the notice provides otherwise. If CITY suspends or terminates a portion of this AGREEMENT such suspension or termination shall not make void or invalidate the remainder of this AGREEMENT. (b) In the event this AGREEMENT is terminated pursuant to this section, CITY shall pay to CONSULTANT the actual value of the work performed up to the time of termination, provided that the work performed is of value to CITY. Upon termination of the AGREEMENT pursuant to this section, CONSULTANT will submit an invoice to CITY detailing work performed up to the time of termination.

9. DEFAULT OF CONSULTANT
(a) CONSULTANT's failure to comply with the provisions of this AGREEMENT shall constitute a default. In the event that CONSULTANT is in default for cause under the terms of this AGREEMENT, CITY shall have no obligation or duty to continue compensating CONSULTANT for any work performed after the date of default and can terminate this AGREEMENT immediately by written notice to CONSULTANT. If such failure by the CONSULTANT to make progress in the performance of work hereunder arises out of causes beyond CONSULTANT's control, and without fault or negligence of CONSULTANT, it shall not be considered a default.
(b) As an alternative to the procedure for immediate termination for default set forth in subparagraph (a), if CITY determines that CONSULTANT is in default in the performance of any of the terms or conditions of this AGREEMENT, CITY may in its discretion cause to be served upon CONSULTANT a written notice of the default and demand to cure. CONSULTANT shall have ten (10) calendar days after service upon it of said notice to cure the default by rendering a satisfactory performance. In the event that CONSULTANT fails to cure its default within such period of time, CITY shall have the right, notwithstanding any other provision of this AGREEMENT, to terminate this AGREEMENT without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity, or under this AGREEMENT.

10. OWNERSHIP OF DOCUMENTS
(a) CONSULTANT shall maintain complete and accurate records with respect to the plans, specifications, estimates, drawings, design calculations, letters, reports, testing results, and other such information including as-built records as required by CITY that relate to the performance of services under this AGREEMENT. CONSULTANT shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. CONSULTANT shall provide free access to the representatives of CITY or its designees at reasonable times to such books and records; shall give CITY the right to examine and audit said books and records; shall permit CITY to make copies and transcripts therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings,

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and activities related to this AGREEMENT. Such records, together with supporting documents, shall be maintained for a period of three (3) years after receipt of final payment.
(b) Upon completion, termination, or suspension of this AGREEMENT all plans, specifications, engineer’s estimates, and other documents prepared in the course of providing the services to be performed pursuant to this AGREEMENT shall become the sole property of CITY and may be used, reused, or otherwise disposed of by CITY without the permission of CONSULTANT. With respect to computer files, CONSULTANT shall make available to CITY, at CONSULTANT's office and upon reasonable written request by CITY, the necessary computer software and hardware for purposes of accessing, compiling, transferring, and printing computer files.

11. INDEMNIFICATION
(a) Indemnification for Professional Liability. When the law establishes a professional standard of care for CONSULTANT’s services, to the fullest extent permitted by law, CONSULTANT shall indemnify, protect, defend, and hold harmless CITY and any and all of its officials, employees, and agents (“INDEMNIFIED PARTIES”) from and against any and all losses, liabilities, damages, costs, and expenses, including attorney’s fees and costs to the extent the same are caused in whole or in part by any negligent or wrongful act, error, or omission of CONSULTANT, its officers, agents, employees, or subconsultants (or any entity or individual that CONSULTANT shall bear the legal liability thereof) in the performance of professional services under this AGREEMENT. With respect to the design of public improvements, CONSULTANT shall not be liable for any injuries or property damage resulting from the reuse of the design at a location other than that specified in this AGREEMENT without the written consent of CONSULTANT. With respect to the duty to defend, if CONSULTANT is a design professional as defined in Civil Code Section 2782.8, in no event shall the cost to defend charged to the CONSULTANT exceed the CONSULTANT’s proportionate percentage of fault. However, notwithstanding the previous sentence, in the event one or more defendants in a suit is unable to pay its share of defense costs due to bankruptcy or dissolution of the business, the CONSULTANT shall meet and confer with other parties regarding unpaid defense costs.
(b) Indemnification for Other Than Professional Liability. Other than in the performance of professional services and to the full extent permitted by law, CONSULTANT shall indemnify, defend, and hold harmless CITY, and any and all of its employees, officials, and agents from and against any liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses, or costs of any kind, whether actual, alleged, or threatened, including attorneys fees and costs, court costs, interest, defense costs, and expert witness fees), where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this AGREEMENT by CONSULTANT or by any individual or entity for which CONSULTANT is legally liable, including but not limited to officers, agents, employees, or subconsultants of CONSULTANT.
(c) General Indemnification Provisions. CONSULTANT agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this section from each and every subconsultant or any other person or entity

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involved by, for, with or on behalf of CONSULTANT in the performance of this AGREEMENT. In the event CONSULTANT fails to obtain such indemnity obligations from others as required here, CONSULTANT agrees to be fully responsible according to the terms of this section. Failure of CITY to monitor compliance with these requirements imposes no additional obligations on CITY and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend CITY as set forth here is binding on the successors, assigns, or heirs of CONSULTANT and shall survive the termination of this AGREEMENT or this section. Nothing in this indemnity shall be construed as authorizing any award of attorney’s fees in any action on or to enforce the terms of this Indemnity or AGREEMENT. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable.
(d) Indemnity Provisions for Contracts Related to Construction. This paragraph applies only when this AGREEMENT is related to construction. Without affecting the rights of CITY under any provision of this AGREEMENT, CONSULTANT shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY’s active negligence accounts for only a percentage of the liability involved, the obligation of CONSULTANT will be for that entire portion or percentage of liability not attributable to the active negligence of CITY.

12. INSURANCE
Prior to performing any work or receiving any compensation under this AGREEMENT, CONSULTANT shall obtain, and thereafter maintain for the duration of this AGREEMENT, insurance coverage as specified in Exhibit B, attached hereto and incorporated herein as though set forth in full.

13. WARRANTY FOR GOODS
(a) If this AGREEMENT includes the purchase of equipment, supplies, or chattel (hereafter “GOODS”), CONSULTANT shall provide the following warranty of said GOODS, or obtain a warranty from the manufacturer and/or retailer with provisions equal to or exceeding those specified in this Section. In the event the manufacturer’s warranty or retailer’s warranty do not equal or exceed the protections specified in this Section, CONSUTLANT agrees to provide said warranty protections.

The warranty described hereunder extends to the original purchaser of the GOODS warranted under the warranty, and to each transferee owner of the GOODS. The term of this warranty begins on the date the GOODS are delivered to CITY, and continues therefrom. CONSULTANT warrants that:
(1) The GOODS will function properly under normal use, will be of good workmanship, free from defect, of merchantable quality, and fit for CITY’s intended use;
(2) The GOODS will fully comply with any specifications provided by CITY and any samples or documentation provided by CONSULTANT; (3) The GOODS will be free of any security interests, liens, or encumbrances and CONSULTANT has title to the GOODS;

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(4) The GOODS will not violate any intellectual property rights of any third party;
(5) The GOODS will be delivered free of the rightful claim of a third person by way of infringement; and
(6) The GOODS are merchantable in accordance with Commercial Code Section 2314.
(b) The warranty listed above is in addition to any other warranties made by CONSULTANT, the manufacturer, retailer, or imposed by law. All warranties will survive inspection and payment by CITY and are assignable to CITY’s successors and assigns. If any GOODS do not meet the warranty, CITY may, at CITY’s option, and without additional cost to CITY:
(1) Require CONSULTANT to repair or replace the GOODS until the GOODS meet the warranty. If CONSULTANT cannot replace the GOODS and repair either is not commercially practicable or cannot be made within three (3) days, CONSULTANT will refund the purchase price;
(2) Return any of the GOODS to CONSULTANT at CONSULTANT’s expense for a full refund;
(3) Correct the nonconformance and charge CONSULTANT for the costs to make the correction; or
(4) Engage a third party to provide substitute GOODS and charge CONSULTANT for the costs of obtaining the substitute GOODS from the third party.

14. INDEPENDENT CONTRACTOR
(a) CONSULTANT is and shall at all times remain as to the CITY a wholly independent contractor. The personnel performing the services under this AGREEMENT on behalf of CONSULTANT shall at all times be under CONSULTANT's exclusive direction and control. Neither CITY nor any of its officers, employees, or agents shall have control over the conduct of CONSULTANT or any of CONSULTANT's officers, employees, or agents, except as set forth in this AGREEMENT. CONSULTANT shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the CITY. CONSULTANT shall not incur or have the power to incur any debt, obligation, or liability whatsoever against CITY, or bind CITY in any manner. (b) No employee benefits shall be available to CONSULTANT in connection with the performance of this AGREEMENT. Except for the fees paid to CONSULTANT as provided in this AGREEMENT, CITY shall not pay salaries, wages, or other compensation to CONSULTANT for performing services hereunder for CITY. CITY shall not be liable for compensation or indemnification to CONSULTANT for injury or sickness arising out of performing services hereunder. In

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addition to the indemnification provisions of Section 11, CONSULTANT shall indemnify, defend, and hold CITY harmless from claims or liability arising from CONSULTANT’s employees for CITY benefits including, but not limited to, pension, health benefits, holiday, vacations, etc.

15. LEGAL RESPONSIBILITIES
CONSULTANT shall keep itself informed of State and Federal laws and regulations which in any manner affect those employed by it or in any way affect the performance of its service pursuant to this AGREEMENT. CONSULTANT shall at all times observe and comply with all such laws and regulations. CITY, and its officers and employees, shall not be liable at law or in equity occasioned by failure of CONSULTANT to comply with this Section.

16. POLITICAL REFORM ACT
If the Political Reform Act requires CONSULTANT to file a Form 700, then CONSULTANT must file a Form 700 with full disclosure within 30 days of assuming office and thereafter must file an annual statement for each calendar year of this AGREEMENT.

17. UNDUE INFLUENCE
CONSULTANT declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of CITY in connection with the award, terms, or implementation of this AGREEMENT, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of the CITY will receive compensation, directly or indirectly, from CONSULTANT, or from any officer, employee, or agent of CONSULTANT, in connection with the award of this AGREEMENT or any work to be conducted as a result of this AGREEMENT. Violation of this section shall be a material breach of this AGREEMENT entitling CITY to any and all remedies at law or in equity.

18. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of CITY, or their designees or agents, and no public official who exercises authority over or responsibilities with respect to the project during his/her tenure or for one year thereafter, shall have any interest, direct or indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be performed in connection with this AGREEMENT.

19. RELEASE OF INFORMATION / CONFLICTS OF INTEREST
(a) All information gained by CONSULTANT in performance of this AGREEMENT shall be considered confidential and shall not be released by CONSULTANT without CITY’s prior written authorization. CONSULTANT, its officers, employees, agents, or subconsultants, shall not without written authorization from the City Manager or unless requested by the Attorney for the City, voluntarily provide declarations, letters of support, testimony at depositions, response to interrogatories, or other information

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concerning the work performed under this AGREEMENT or relating to any project or property located within the CITY. Response to a subpoena or court order shall not be considered "voluntary" provided CONSULTANT gives CITY notice of such court order or subpoena.
(b) CONSULTANT shall promptly notify CITY should CONSULTANT, its officers, employees, agents, or subconsultants be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, requests for admissions, or other discovery request, court order, or subpoena from any person or party regarding this AGREEMENT and the work performed thereunder or with respect to any project or property located within the CITY.

CITY retains the right, but has no obligation, to represent CONSULTANT and/or be present at any deposition, hearing, or similar proceeding. CONSULTANT agrees to cooperate fully with CITY and to provide the opportunity to review any response to discovery requests provided by CONSULTANT. However, CITY's right to review any such response does not imply or mean the right by CITY to control, direct, or rewrite said response.

20. SECURITY OF INFORMATION
CONSULTANT shall identify reasonably foreseeable internal and external risks to the privacy and security of personal information acquired during performance of this AGREEMENT that could result in the unauthorized disclosure, misuse, alteration, destruction, or other compromise of the information.

CONSULTANT shall regularly assess the sufficiency of any safeguards and information security awareness training in place to control reasonably foreseeable internal and external risks, and evaluate and adjust those safeguards in light of the assessment.

21. NOTICES
Any notices which either party may desire to give to the other party under this AGREEMENT must be in writing and may be given either by (i) personal service, (ii) delivery by a reputable document delivery service, such as but not limited to, Federal Express, which provides a receipt showing date and time of delivery, or (iii) mailing in the United States Mail, certified mail, postage prepaid, return receipt requested, addressed to the address of the party as set forth below or at any other address as that party may later designate by notice:

CITY CONSULTANT
City of Fountain Valley
10200 Slater Avenue
Fountain Valley, California 92708
Attention: City Clerk

22. ASSIGNMENT
CONSULTANT shall not assign the performance of this AGREEMENT, nor

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any part thereof, nor any monies due hereunder, without the prior written consent of CITY.
[Check if Applicable] CONSULTANT shall provide CITY fourteen (14) days’ notice prior to the departure of any key personnel from CONSULTANT’s employ.

Should key personnel leave CONSULTANT’s employ, CITY shall have the option to immediately terminate this AGREEMENT, within three (3) days of the close of said notice period. Upon termination of this AGREEMENT, CONSULTANT’s sole compensation shall be payment for actual services performed up to, and including, the date of termination or as may be otherwise agreed to in writing between the City Council and CONSULTANT.
[Check if Applicable] Because of the personal nature of the services to be rendered pursuant to this AGREEMENT, only (“PRINCIPAL”) shall perform the services described in this AGREEMENT. PRINCIPAL may use assistants, under his/her direct supervision, to perform some of the services under this AGREEMENT. CONSULTANT shall provide CITY fourteen (14) day's notice prior to the departure of PRINCIPLE from CONSULTANT's employ. Should he or she leave CONSULTANT's employ, CITY shall have the option to immediately terminate this AGREEMENT, within three (3) days of the close of said notice period.

Upon termination of this AGREEMENT, CONSULTANT's sole compensation shall be payment for actual services performed up to, and including, the date of termination or as may be otherwise agreed to in writing between CITY and CONSULTANT.

23. LICENSES
At all times during the term of this AGREEMENT, CONSULTANT shall have in full force and effect, all licenses required of it by law for the performance of the services described in this AGREEMENT including, but not limited to, a Fountain Valley business license.

24. GOVERNING LAW
CITY and CONSULTANT understand and agree that the laws of the State of California shall govern the rights, obligations, duties, and liabilities of the parties to this AGREEMENT and also govern the interpretation of this AGREEMENT. Any litigation concerning this AGREEMENT shall take place in Orange County Superior Court or Central District of California Federal District Court.

25. ENTIRE AGREEMENT
This AGREEMENT contains the entire understanding between the parties relating to the obligations of the parties described in this AGREEMENT. All prior or contemporaneous agreements, understandings, representations, and statements, oral or written, are merged into this AGREEMENT and shall be of no further force or effect. Each party is entering into this AGREEMENT based solely upon the representations set forth herein and upon each party's own independent investigation of any and all facts such party deems material.

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26. CONTENTS OF REQUEST FOR PROPOSAL AND PROPOSAL
CONSULTANT is bound by the contents of CITY’s Request for Proposals and the contents of the Proposal submitted by CONSULTANT. In the event of conflict, this AGREEMENT shall take precedence over CITY’s Request for Proposals and CONSULTANT’s Proposal; and CITY’s Request for Proposals shall take precedence over CONSULTANT’s Proposal. No limitation of CONSULTANT’s liability, waiver of rights of CITY, or release of rights or remedies held by CITY, contained in CONSULTANT’s Proposal shall be of any force or effect.

27. INTERPRETATION
In the event of conflict or inconsistency between this AGREEMENT and any other document, including any proposal or Exhibit hereto, this AGREEMENT shall control unless a contrary intent is clearly stated. This AGREEMENT shall be interpreted as though drafted by all parties hereto.

28. MODIFICATION
No modification to this AGREEMENT shall be effective unless it is in writing and signed by authorized representatives of the parties hereto. The written modification requirement cannot be waived.

29. ATTORNEY FEES
In any action or proceeding brought by either party against the other party arising out of or in any way connected to this AGREEMENT, or where any provision hereof is validly asserted as a defense, the parties shall bear their own attorney’s fees, costs, and expenses. Nothing in this provision shall excuse CONSULTANT’s duty to provide CITY with a defense at CONSULTANT’s cost when CITY receives a complaint, petition, or other pleading from a third party requiring CITY to defend itself.

30. AUTHORITY TO EXECUTE THIS AGREEMENT
The person or persons executing this AGREEMENT on behalf of CONSULTANT warrants and represents that he/she/they has the authority to execute this AGREEMENT on behalf of CONSULTANT and has the authority to bind CONSULTANT to the performance of his/her/its obligations hereunder ///
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IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be executed the day and year first above written.

CITY OF FOUNTAIN VALLEY CONSULTANT
Signature
ATTEST: Typed Name
Title
City Clerk
Approved as to Form:

Corporate seal (or attach Notary
HARPER & BURNS LLP acknowledgment)
Attorneys for the City
Approved as to Content:
___________________________

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Exhibit “A”
Scope of Services
And Payment Terms

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Exhibit “B”
InsuranceSpecifications

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EXHIBIT “B”

INSURANCE SPECIFICATIONS
Without limiting CONSULTANT’s indemnification of CITY, and prior to performing any work under this AGREEMENT or receiving any compensation, CONSULANT shall obtain, provide and maintain at its own expense during the term of this AGREEMENT, policies of insurance of the type and amounts described below and in a form that is satisfactory to CITY.

General liability insurance. CONSULTANT shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than dollars per occurrence, dollars general aggregate, for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability.
[Check if Applicable] Automobile liability insurance. CONSULTANT shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of CONSULTANT arising out of or in connection with the work to be performed under this AGREEMENT, including coverage for any owned, hired, non-owned, or rented vehicles, in an amount not less than dollars combined single limit for each accident. [Check if Applicable] Workers’ compensation insurance. CONSULTANT shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least dollars). CONSULTANT shall submit to CITY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of CITY, its officers, agents, employees, and volunteers. [Check if Applicable] Umbrella or excess liability insurance. CONSULTANT shall obtain and maintain an umbrella or excess liability insurance policy with limits of not less than dollars that will provide bodily injury, personal injury, and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and employer’s liability. Such policy or policies shall include the following terms and conditions:
• A drop down feature requiring the policy to respond if any primary insurance that would otherwise have applied proves to be uncollectible in whole or in part for any reason;
• Pay on behalf of wording as opposed to reimbursement; • Concurrency of effective dates with primary policies; • Policies shall “follow form” to the underlying primary policies; and • Insureds under primary policies shall also be insureds under the umbrella or excess policies.
[Check if Applicable] Professional liability (errors & omissions) insurance.

CONSULTANT shall maintain professional liability insurance that covers the services to

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be performed in connection with this AGREEMENT, in the minimum amount of dollars per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this AGREEMENT and CONSULTANT agrees to maintain continuous coverage through a period no less than three years after completion of the services required by this AGREEMENT.
[Check if Applicable] Pollution liability insurance. Environmental Impairment Liability Insurance shall be written on CONSULTANT’s Pollution Liability form or other form acceptable to CITY providing coverage for liability arising out of sudden, accidental, and gradual pollution and remediation. The policy limit shall be no less than dollars per claim and in the aggregate. All activities contemplated in this AGREEMENT shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites. Products/completed operations coverage shall extend a minimum of three years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage.

Policy shall specifically provide for a duty to defend on the part of the insurer. The CITY, its officials, officers, agents, and employees, shall be included as insureds under the policy.
[Check if Applicable] Explosion, collapse, underground insurance.

CONSULTANT shall furnish a copy of a public liability and property damage insurance policy with “XCU” or equivalent coverage in an amount not less than dollars per person and dollars per occurrence for personal injury. The limit of property damage liability shall be not less than dollars for each occurrence as payment for damages to property which may result from or be caused by such public display of fireworks and arising from any acts of the CONSULTANT, its agent, employees, or subcontractors presenting such public display. CITY, its officers, agents, and employees shall be additional insureds under the policy. CONSULTANT shall not cancel the insurance coverage without fifteen (15) days prior written notice to the State Fire Marshal.

Proof of insurance. CONSULTANT shall provide certificates of insurance to CITY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsement must be approved by CITY prior to commencement of performance. Current certification of insurance shall be kept on file with CITY at all times during the term of this contract.

CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

Duration of coverage. CONSULTANT shall procure and maintain for the duration of the AGREEMENT insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of this

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AGREEMENT by CONSULTANT, his/her/its agents, representatives, employees, or subconsultants. If this AGREEMENT involves construction, CONSULTANT must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. CITY and its officers, officials, employees, and agents shall continue as additional insureds under such policies.

CITY’s rights of enforcement. In the event any policy of insurance required under this AGREEMENT does not comply with these specifications or is canceled and not replaced, CITY has the right but not the duty to obtain the insurance it deems necessary and any premium paid by CITY will be promptly reimbursed by CONSULTANT or CITY will withhold amounts sufficient to pay premium from CONSULTANT’s payments. In the alternative, CITY may cancel this AGREEMENT.

Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by CITY. Notwithstanding the foregoing, XCU insurance shall have a rating of at least B-VI.

Waiver of subrogation. All insurance coverage maintained or procured pursuant to this AGREEMENT shall be endorsed to waive subrogation against CITY, its elected or appointed officers, agents, officials, employees, and volunteers or shall specifically allow CONSULTANT or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONSULTANT hereby waives its own right of recovery against CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

Enforcement of contract provisions (non estoppel). CONSULTANT acknowledges and agrees that any actual or alleged failure on the part of CITY to inform CONSULTANT of noncompliance with any requirement imposes no additional obligations on the CITY nor does it waive any rights hereunder.

Specifications not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits, or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type.

Notice of cancellation. CONSULTANT agrees to oblige its insurance agent or broker and insurers to provide to CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

Additional insured status. General liability policies shall provide or be endorsed to provide that CITY and its officers, officials, employees, and agents shall be additional insureds under such policies. This provision shall also apply to any excess liability

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policies. Coverage available to the additional insured shall be primary and noncontributory.

Agency’s right to revise specifications. CITY reserves the right at any time during the term of the AGREEMENT to change the amounts and types of insurance required by giving CONSULTANT ninety (90) days advance written notice of such change. If such change results in substantial additional cost to CONSULTANT, CITY and CONSULTANT may renegotiate CONSULTANT’s compensation.

Self-insured retentions. Any self-insured retentions must be declared to and approved by CITY. CITY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by CITY.

Timely notice of claims. CONSULTANT shall give CITY prompt and timely notice of claims made or suits instituted that arise out of or result from CONSULTANT’s performance under this AGREEMENT, and that involve or may involve coverage under any of the required liability policies.

Additional insurance. CONSULTANT shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.

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April 22, 2021
Proposal No. P04-03182
City of Fountain Valley
10200 Slater Avenue
Fountain Valley, California 92708
Qualifications to Provide
As-Needed Materials Testing
Services
City of Fountain Valley - RFQ 21-006

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475 Goddard, Suite 200 | Irvine, California 92618 | p. 949.753.7070 | www.ninyoandmoore.com April 22, 2021
Proposal No. 04-03182
Ms. Amanda McCall
Management Analyst/Purchasing Officer
City of Fountain Valley
10200 Slater Avenue
Fountain Valley, California 92708
Subject: Qualifications to Provide As-Needed Materials Testing Services RFQ 21-006
City of Fountain Valley
Dear Ms. McCall:

Ninyo & Moore is pleased to submit this proposal to provide as-needed material testing services to the City of Fountain Valley (City) in response to the City’s Request for Qualifications (RFQ) 21-006 issued March 24, 2021, the Q&A released April 5, 2021, and Addendum #1 issued April 15, 2021. We fully understand the City’s needs and desires for a qualified consultant that can respond quickly and effectively. We are ready to meet the City’s requirements by making available dedicated professionals who have the requisite experience and resources to meet your project needs.

Ninyo & Moore has provided materials testing services for similar projects for various public agencies throughout California. Some of the advantages Ninyo & Moore can provide to the City include:
• Relevant Experience – Ninyo & Moore is very familiar with the City’s policies and procedures having provided materials testing services on the Pavement Rehabilitation project (City Project No. GT 229 Quadrants H-3, J-1 & J-2). Ninyo & Moore also has a proven track record for providing similar on-call materials testing services to many other cities including the cities of Rancho Santa Margarita, Newport Beach, Mission Viejo, Brea, Anaheim, Los Angeles, Long Beach, Diamond Bar, La Habra, Riverside, Fontana, Rancho Cucamonga, Moreno Valley; and other public agencies including the counties of Orange, Los Angeles, and San Bernardino; the Orange County Sanitation District, Orange County Transportation Authority, John Wayne Airport Authority, and the Port of Long Beach. Ninyo & Moore is experienced with the coordination and administration of on-call contracts and can effectively provide responsive and comprehensive services to the City. • Ready to Start Work Immediately – Our staff understands the technical and administrative requirements of the City as well as the geotechnical conditions throughout the City, so there will be no learning curve for us. In addition, the resources of Ninyo & Moore, one of the largest geotechnical consulting firms in southern California employing 500 professionals and possessing five fully-equipped, in-house soil and materials testing laboratories in California (three in southern California), has the manpower and equipment necessary to provide the required services for this contract and we are ready to start work immediately. This contract will be managed by our local Irvine office. • Experienced Professionals – A project team composed of highly experienced and California licensed geotechnical engineers, certified engineering geologists, civil engineers, geologists, hydrogeologists, multiple certified construction inspectors, and Caltrans certified field and laboratory technicians that are available for this contract. Our engineers, field personnel, and laboratory technicians have a thorough knowledge of Greenbook Specifications and Caltrans methods, procedures, and regulations, having completed millions of dollars worth of Caltrans work.

1. Cover Letter

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475 Goddard, Suite 200 | Irvine, California 92618 | p. 949.753.7070 | www.ninyoandmoore.com 3 • Certified Laboratories and Equipment – Our laboratories have been certified/accredited by various agencies including Caltrans, the American Association of State Highway and Transportation Officials (AASHTO), Cement and Concrete Reference Laboratory (CCRL) the City of Los Angeles, Division of the State Architect (DSA), and many other public agencies.

Our primary responsible person for this contract is Mr. Garreth Saiki. Mr. Saiki is a Principal Engineer for Ninyo & Moore’s Irvine office.

Mr. Saiki also has more than 35 years of experience in geotechnical consulting and materials testing services. Mr. Saiki can be reached by telephone at (949) 753-7070, ext. 12231; e-mail: [email protected]; and fax; (949) 753-7071. Mr. Saiki is authorized to negotiate with the City of Fountain Valley on behalf of Ninyo & Moore.

We emphasize that this contract is of great importance to us. Ninyo & Moore does not have any exceptions to or deviations from the requirements of this project. We are fully prepared to make every possible commitment needed for the successful and timely completion of the project. We feel that our strongest asset is our satisfied clients and encourage the City to contact our references for our performance on their contracts. Your favorable consideration of this proposal is appreciated, and we look forward to being of service to the City of Fountain Valley.

Respectfully submitted,

NINYO & MOORE
Garreth Saiki, PE, GE
Principal Engineer
AR/GMS/klb
Distribution: 1 (via PlanetBids)

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 i Table of Contents
Firm Qualifications 1
Understanding and Approach 9
Estimated Costs 12

APPENDIX A
Resumes of Key Personnel

APPENDIX B
Non-Collusion Declaration Form
Vendor Form
W-9 Form
2 3
4

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Firm Profile
Ninyo & Moore Geotechnical and Environmental Sciences
Consultants, a California Corporation, was established in 1986 to provide consulting services in geotechnical engineering, construction inspection and testing, engineering geology, hydrogeology, hazardous waste remediation and environmental assessment. Since our inception, we have steadily grown to 500 professionals in 16 offices throughout the southwestern United States. Our offices are located in California, Nevada, Arizona, Colorado, Utah, and Texas.

The experience of Ninyo & Moore’s geotechnical staff encompasses projects throughout the southwestern United States, including evaluations for roads, highways, storm drains, pipelines, treatment plants, power plants, bridges, municipal and commercial structures, educational, medical and recreational facilities, tunnels, tanks, reservoirs, dams, waste-to-energy facilities, transmission towers, harbors and offshore structures, railroads, airports, low- and highrise structures, landfills, and other public and private works. Our environmental staff has diverse experience in environmental assessments, water quality evaluations, environmental audits, regulatory compliance studies, water resources development, soil and groundwater contamination studies, and site remediation.

Ninyo & Moore has three fully equipped, certified soils and materials testing laboratory facilities in southern California supervised by registered engineers. Our laboratories are certified by the American Association of State Highway and Transportation Officials (AASHTO), the Cement and Concrete Reference Laboratory (CCRL), California Department of Transportation (Caltrans), DSA, the City of Los Angeles, and many other agencies. Our laboratories are equipped with the necessary testing equipment required for the proposed contract. The quality assurance manual for our laboratories assures that laboratory testing is documented and efficiently performed in accordance with the applicable testing standards. Our testing equipment is calibrated by independent, third-party calibration companies and is re-certified by the various agencies within their required time limitations. In addition to our many certifications, our laboratories participate in soil, asphalt, and concrete proficiency sampling programs, including those administered by the AASHTO Materials Reference Laboratory (AMRL), CCRL, and the Caltrans Reference Sample Program (RSP).

Key Personnel
We have carefully selected our project team to ensure that the City receives the dedicated, skilled staff with the required local experience, licenses, and communication skills that are necessary for the successful completion of any project assigned to us. The following paragraphs describe the individual qualifications of our key personnel who have all worked on similar contracts to this RFQ. Due to the resources available at Ninyo & Moore, both in manpower and equipment, as well as the fact that geotechnical, materials, soils inspection and testing services is our area of expertise, we will be able to staff the anticipated projects without the use of subconsultants. Complete resumes are provided in Appendix A.

2. Firm Qualifications
1 INDUSTRY LEADER
Top Ranked
Geotechnical &
Environmental Firms for
ENR California Region
2020

GEOTECHNICAL &

ENVIRONMENTAL FIRM

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Principal Engineer
Mr. Garreth Saiki, PE, GE, will serve as Principal Engineer. Mr. Saiki is a registered Civil Engineer and Geotechnical Engineer in the State of California and holds a Master Degree in Geotechnical Engineering from the University of California, Berkeley, as well as a Master Degree in Business Administration from the University of California, Davis. Mr. Saiki has more than 35 years of experience in the geotechnical field, the past 23 years at Ninyo & Moore. As Principal Engineer, Mr. Saiki will provide oversight of our materials testing operations and review of the laboratory and field test results prior to submittal to the City. As our Laboratory Responsible Engineer, Mr. Saiki oversees our internal QA/QC Program. He is also familiar with the Caltrans Local assistance Procedures manual and the various Quality Assurance programs for various Cities.

Project Manager
Mr. Andy Rodriguez will serve as Project Manager and has over 23 years of experience in geotechnical materials testing and inspection. He will be responsible for the performance of each task order assigned under this contract. He provides supervision of our engineering and field staff to ensure that the work per-formed meets the City’s requirements for schedule, content, and budget.

He provides project coordination and oversees scheduling of field activities, supervises staff-level geologists and engineers, supervises field technicians and special inspectors, reviews project plans and specifications, and reviews laboratory test results for conformance with the project documents, including the International Building Code (IBC), California Building Code (CBC), State Department of Transportation (Caltrans), American Association of State Highway and Transportation Officials (AASHTO), and the Standard Specifications for Public Works Construction (Greenbook).

Technical Advisor-Materials
Mr. Lawrence Lovett, PE will serve as technical advisor for Materials Engineering and Quality Assurance. Mr. Lovett is a licensed Civil Engineer in California and holds a degree in Civil Engineering from the University of Maryland, as well as a Master’s Degree in Business Administration from New York State University, and has more than 40 years of experience in materials testing and inspection services.

Mr. Lovett’s role on this contract will be to oversee Ninyo & Moore’s in-house Quality Assurance program for materials testing and inspection services is adhered to, and will also serve as an additional resource for technical expertise on materials testing and inspection issues for the District. Mr.

Lovett’s experience includes numerous new construction
projects for various public agencies. He also serves as an expert witness for construction materials related issues on forensics/litigation cases.

Construction Services Supervisor
Our Construction Services Supervisor, Mr. Alfred “Tino” Rodriguez, will provide oversight of our field testing and inspection services. Mr. Rodriguez is an International Code Council (ICC) certified specialty inspector for structural concrete and has over 35 years’ experience, the past 25 years with Ninyo & Moore, in providing specialty inspection, geotechnical and materials testing services. Mr. Rodriguez also has construction management experience. He reviews daily reports and test data, performs quality control and inspections and works closely with the project Construction Managers, Project Inspectors and DSA Field Engineers in order to successfully closeout the projects assigned. 2,320+ projects completed
in the past 5 years
KEY team members have
worked together for over
20 years
80% of our business is in
the public works market
100+ staff in Orange County
250+ in Southern California
2 Page 307
Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Organization Chart

PROJECT MANAGER
Andy Rodriguez

PRINCIPAL ENGINEER
Garreth Saiki, PE, GE

MATERIALS TESTERS AND INSPECTORS

TECHNICAL ADVISOR-MATERIALS
Lawrence Lovett, PE
Joseph Aguirre
Nathan Bailey
James Dalgity
Elmito Danggoec
Sopharin Heang
Hector Heredia
Jamie Martinez
Ryan Porras

LABORATORY TECHNICIANS
Alfredo “Tino” Rodriguez

CONSTRUCTION SERVICES

SUPERVISOR
Steve Almond
Wilkins Cobian
Steven Eck
Randy Engel
Daniel Equia
Eugene Frazier
Enamul Haque
Seth Hansen
Jacob Huffman
Vance Hunter
Matthew Jacobs
Joe Levario
Lincoln Linn
Paul Medina
David Meras
Steven Moudy
Kevin Perez
Tim Porter
Matthew Puraty
TylerRitter
George
Schubert
Jose Soto
Kevin Tolin
Ryan Villasenor
*KEY
Key Personnel
3 Page 308
Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Field Technicians and Inspectors
Team Member Role Registrations/Certifications Years
Exp
Kevin Tolin Senior Field Technician ACI Field Testing Technician Grade I Caltrans Concrete Test Methods 523.1
Caltrans Concrete Test Methods 504, 518, 524, 533, 539, 540, 556, 557 Caltrans Sampling Highway Materials Test Method 125
Caltrans Soils and Aggregates Test Methods 216, 231
OSHA 40 Hour Hazwoper Certification
OSHA 8 Hour Hazwoper Certification
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
34 Lincoln Linn Senior Field Technician ACI Field Testing Technician Grade I City of Los Angeles Special Inspector
ICC Soils Special Inspector
OSHA 40 Hour Hazwoper Certification
OSHA 8 Hour Hazwoper Certification
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
28 David Meras Special Inspector ACI Concrete Field Testing Technician Grade I AWS Certified Welding Inspector
Caltrans Concrete Test Methods 504, 518, 523, 533, 539, 540, 557 Caltrans Sampling Test Method 125, 125.2, 125.3, 125.4, 125.5, 125.6 Caltrans Soils and Aggregates (Methods 216, 231)
ICC Soils Special Inspector
ICC Structural Steel & Bolting Special Inspector
ICC Structural Welding Special Inspector
OSHA Excavation Competent Person Certification
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
24 Vance Hunter Senior Field Technician ACI Field Testing Technician Grade I Caltrans Concrete Test Methods 504, 518, 523.1, 533, 539, 540, 556, 557 Caltrans Sampling Test Method 125
Caltrans Soils and Aggregates Test Methods 105, 201, 202, 205, 216, 217, 226, 227 eRailSafe System Badge, 300882
OSHA 40 Hour HAZWOPER Certification
OSHA 8 Hour HAZWOPER Certification
OSHA Excavation Competent Person
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
21 Ninyo & Moore’s field staff is highly experienced and qualified to provide testing and inspection services for an extensive range of project requirements. Ninyo & Moore’s field and laboratory technicians maintain certifications with Caltrans, ACI, ICC, DSA, OSHA, and NICET, and possess a working knowledge of the requirements and procedures as specified by these agencies.

Our proposed field and laboratory technicians are extensively experienced at providing geotechnical soils and materials testing services for construction projects. In addition to the above key personnel, Ninyo & Moore is providing a sampling of technicians and inspectors available to provide materials testing, and inspection services for this project. 4 Page 309
Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Team Member Role Registrations/Certifications Years
Exp
Eugene Frazier Senior Field Technician 16-Hour Asbestos O&M Initial Certification ACI Field Testing Technician Grade I
Caltrans Concrete Test Methods 504, 518, 523.1, 524, 533, 539, 540, 556, 557 Caltrans Sampling Highway Materials Test Method 125
Caltrans Soils and Aggregates Test Methods 105, 125, 201, 202, 205, 216, 217, 226, 227, 229
John Wayne Airport Security Badge
OSHA 40 Hour Hazwoper Certification
OSHA 8 Hour Hazwoper Certification
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
19 Joe Levario Senior Field Technician ACI Concrete Field Testing Technician Grade I BNSF Contractor, No. UIBNSFCACA011902740
Caltrans Concrete Test Methods 504, 518, 523, 533, 539, 540, 556, 557 Caltrans Sampling Test Method 105, 125
Caltrans Soils Test Methods 201, 202, 205, 216, 217, 226, 227 eRailSafe, Contractor, No. 727113
OSHA Excavation Competent Person Certification
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
16 James Dalgity Laboratory Manager ACI Aggregate Testing Technician Level I ACI Concrete Field Testing Technician Grade I
ACI Concrete Laboratory Technician Level I
ACI Concrete Laboratory Testing Technician level II
ACI Concrete Strength Testing Technician
Caltrans Concrete Test Methods 504, 518, 521, 523, 533, 539, 540, 556, 557 Caltrans Sampling Test Method 125
Caltrans Soils Test Methods 105, 201, 202, 211, 216, 217, 226, 227 Caltrans Soils Test Methods 205, 207, 234, 235
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
15 Matthew Jacobs Senior Field Technician ACI Concrete Field Testing Technician Grade I City of Los Angeles Deputy Building Inspector - Grading, No. P030742 City of Los Angeles Special Inspector
ICC Reinforced Concrete Special Inspector
ICC Soils Special Inspector
OSHA 10 Hour Certification
OSHA 40 Hour Hazwoper Certification
OSHA Excavation Competent Person
Radiation (Nuclear Gauge) User Safety
USDOT, HAZMAT 49CFR 172, Subpart H
14 Daniel Eguia Senior Field Technician ACI Concrete Field Testing Technician Grade I BNSF Contractor, No. UIBNSFCACA041900697
Caltrans Concrete Test Methods 504, 518, 523.1, 533, 539, 540, 556, 557 Caltrans Sampling Highway Materials Test Method 125
Caltrans Soils Test Methods 105, 201, 202, 217, 227
Caltrans Test Methods 125, 216, 231
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
13 Jacob Huffman Special Inspector ACI Concrete Field Testing Technician Grade I Caltrans Concrete Test Methods 504, 518, 523.1, 533, 539, 540, 543, 556, 557 Caltrans Soils and Aggregates Test Methods 105, 125, 201, 202, 205, 216, 217, 226, 227, 229
ICC Reinforced Concrete Inspector
OSHA Excavation Competent Person
Radiation (Nuclear Gauge) User Safety
USDOT HAZMat Refresher Training
12 Ryan Villasenor Senior Field Technician ACI Concrete Field Testing Technician Grade I ICC Reinforced Concrete Special Inspector
ICC Structural Masonry Special Inspector
OSHA Excavation Competent Person Certification
Radiation (Nuclear Gauge) User Safety
Transportation Worker Identification Credential (TWIC)
USDOT HAZMat Refresher Training
11 5 Page 310
Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Current Relevant Projects
The following are detailed descriptions of some of Ninyo & Moore’s current relevant projects that demonstrate our competence to perform work similar in scope and magnitude to that required for this project. √ Caltrans standards and
specifications
√ Caltrans-approved laboratory
√ Pavement rehabilitation
√ On-call, consecutive
contracts
On-Call Geotechnical and Materials Testing Services
Client: City of Rancho Santa Margarita
Address: 22112 El Paseo, Rancho Santa Margarita, CA 92688 Ninyo & Moore has provided on-call geotechnical engineering consulting and material testing services for various City projects. Our services during our current and previous on-call contracts with the City of Rancho Santa Margarita included geotechnical observation and materials testing services for various construction projects including numerous pavement rehabilitation projects, pavement slurry seal, and drainage improvements and third-party review of geotechnical reports, emergency observation of slope failures resulting from heavy rain events. The projects that included geotechnical and materials testing services were Antonio Parkway drainage improvements and pavement rehabilitation, El Paseo Corridor improvements, Melinda Road pavement rehabilitation, Vista Drive pavement replacement, Robinson Ranch Road pavement rehabilitation, Avenida Empresa and Santa Margarita Parkway intersection improvements, Alicia Parkway pavement resurfacing and Robinson Ranch Road traffic calming project, and the annual slurry seal program. The Trabuco Highlands slope failure project involved geotechnical consulting services that included geologic mapping, logging and sampling of exploratory test pits and borings, review of previous reports and plans at the City, engineering analysis, attending a home owner association meeting, laboratory testing and preparation and updates of draft report. √ City of Fountain Valley
√ Caltrans standards and
specifications
√ Asphalt concrete
replacement
√ New concrete, curb and
gutter
City of Fountain Valley Residential Roadway Rehabilitation Client: City of Fountain Valley
Address: 10200 Slater Avenue, Fountain Valley, CA 92708 Ninyo & Moore was retained for materials testing services during construction of the Residential Roadway Rehabilitation Project, Project No. GT229, Quadrant H-3, J-1 and J-2 for the City of Fountain Valley. The project consisted of asphalt concrete overlays at various locations. The improvements also included new concrete curb & gutter, sidewalks, curb ramps, cross gutters, and selected areas of full depth asphalt concrete replacement. Ninyo & Moore provided quality control testing. Our scope of services included mix design review, field sampling and testing, batch plant inspection and laboratory testing. Our field services included in-place density testing during asphalt concrete placement, and concrete sampling. Field density testing was performed to evaluate the contractor’s compaction efforts. The laboratory services included Hveem stability & unit weight, asphalt content, sieve analysis, sand equivalent, and concrete compressive strength testing. Testing was performed in accordance with ASTM and Caltrans test methods.
6 Page 311
Ninyo & Moore | City of San Clemente, As-Needed Geotechnical, Materials Testing, and Professional Services | 04-02311 | April 22, 2019 7 √ Caltrans standards and
specifications
√ Greenbook specifications
√ Agressive schedule
√ Testing of aggregates,
asphalt concrete, soil and
concrete
I-405 Improvement Project, Orange County, California
Client: Caltrans District 12
Address: 19601 Beach Blvd, Huntington Beach, CA 92648
Ninyo & Moore was retained to provide materials sampling and testing services for the I-405 Improvement Project between SR-73 and I-605. The project consists of 16 miles of improvements, including adding one regular lane in each direction between Euclid Street and I-605, as well as improvements to existing on-ramps, off-ramps, and bridges. The project also included the creation of the I-405 Express Lanes which incorporate the existing carpool lanes and a new lane in each direction between SR73 and I-605.

Ninyo & Moore’s services included sampling and testing for soils, concrete, and asphalt materials per Caltrans and AASHTO Specifications. Specifically, soils and aggregate testing included CT 125 (all materials), CT 201, CT 202, CT 205, CT 216, CT 217, CT 226, CT 227, CT 231 and CT 229. Concrete testing included CT 504, CT 518, CT 523, CT 533, CT 539, CT 540, CT 543, CT 556, and CT 557. Specific laboratory Tests included CT 301, CT 304, CT 308, CT 309, and AASHTO T 312 and T 324. Our work also included working out of Caltrans’ laboratory located in Huntington Beach.
√ Subgrade preparation for
pavement and/or concrete
√ Utility trench backfill
√ Asphalt concrete paving
√ Laboratory testing
√ Familiarization of city plans
and specifications
County of Los Angeles As-Needed Materials Testing, Pavement Mix Design and Inspection Services
Client: Los Angeles County Department Public Works
Address: 900 South Fremont Avenue, Alhambra, California 91803 Ninyo & Moore was retained to provide as-needed materials testing, pave-ment mix design and inspection services during the various construction and reconstruction type projects located throughout Los Angeles County, California. A second consecutive contract was awarded until 2023. Our geotechnical and materials engineering, as well as field materials testing and deputy inspection personnel have worked closely with the Los Angeles County Department Public Works staff in order to assist in them in ensuring that each project is constructed in accordance with the approved documents. Ninyo & Moore’s as-needed geotechnical engineering, materials testing and inspection services included project coordination and management, in order to assist the Los Angeles County Department Public Works staff in maintaining each project’s fiscal budgets. Projects have included Los Palacios Drive Cement Stabilization Mix Designs, State Route 126/Commerce Center Drive Interchange, East Fork Road over North Fork San Gabriel River Renovation, and the San Gabriel Valley Airport Apron Pavement Rehabilitation Phase 2 projects.

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 References
As requested in the RFQ, we are providing our relevant project experience to demonstrate our current and past performance in providing similar scope of services for on-call material testing services to our public agency clients within the last two years.

Please contact these references at your convenience to discuss our performance on their contracts.

Project Name Description of
Services
Client/
Client Contact
N&M
Project Manager/
Key Personnel
Project
Dates
City of Rancho Santa
Margarita, On-Call
Geotechnical Consulting
On-call geotechnical
engineering consulting,
third-party review, emergency
services, and material testing
services for various city
projects
City of Rancho Santa Margarita
22112 El Paseo
Rancho Santa Margarita,
California 92688
Mr. Wilson Leung
(949) 635-1800
[email protected]
Andy Rodriguez - Project
Manager
Michael Putt - Principal
Geologist
Kurt Yoshii - Principal
Engineer
4/2016 -
4/2021
County of Los Angeles
As-Needed Materials
Testing, Pavement Mix
Design, And Inspection
Services
As-needed materials testing,
pavement mix design and
inspection services
County of Los Angeles
Department of Public Works
Mr. Greg Johnson
(626) 458-5100
[email protected]
Robert Bigger - Project
Manager
Garreth Saiki - Principal
Engineer
6/2015 -
2020
I-405 Improvement
Project
16 miles of highway/roadway
improvements, land addition,
bridges, on- and off-ramps
Caltrans District 12
19601Beach Blvd
Huntington Beach, CA 92648
Mr. Frank Mai
(949) 279-8846
[email protected]
Andy Rodriguez - Project
Manager
Garreth Saiki - Principal
Engineer
4/2018 -
On-going
City of Santa Ana Capital
Improvements Program
Materials testing and
inspection for Bristol Street
Rehabilitation, Residential
Street Repairs, West
Grove Valley Water Main,
Westminster Rehabilitation,
and Newpark at 6th and Lacy
Street projects
City of Santa Ana
20 Civic Center Plaza M36
Santa Ana, CA 92701
Mr. Victor So
(714) 647-5076
[email protected]
Andy Rodriguez - Project
Manager
Tino Rodriguez - Principal
Construction Services
5/2016 -
5/2019
City of Irvine On-Call
Geotechnical and
Materials Testing
Services
On-call geotechnical,
environmental, and materials
testing services
City of Irvine
6427 Oak Canyon, Building 1
Irvine, California 92623
Mr. Rick Torres
Construction Inspection
Supervisor
(949) 724-7653
Mr. Gregg Gipe,
Project Development
(949)724-7372
Garreth Saiki - Project
Manager
Matt Harrel - Project
Manager
Soumitra Guha - Principal
Engineer
9/2013 -
6/2019
County of Orange
On-Call Geotechnical
Consulting Services
Third party geotechnical
engineering/geologic hazard/
grading report review services
County of Orange
300 N. Flower Street, 6th Floor
Santa Ana, California 92703
Mr. Ryan Rose
(714) 667-8876
Garreth Saiki - Project
Manager
Kurt Yoshii - Principal
Engineer
12/2017-
12/2020
8 Ninyo & Moore’s range of technical expertise,
commitment, and responsiveness demonstrates the
company’s major strengths which exemplify excellent
client service and a high level of responsiveness.
- Gregg Gipe Project Development/ City of Irvine

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 9

3. Understanding and Approach
Based on our review of the City’s RFQ, we understand that our services will include as-needed materials testing services for the various capital improvement projects including arterial and residential pavement rehabilitation and resurfacing projects, sewer line structural repairs, sidewalk improvement projects, and arterial median landscape projects located in Fountain Valley, California.

Services may also field observation, sampling and testing to help verify that the construction materials incorporated into the subject projects comply with the project documents. These services may include the following:
• Project coordination and client liaison, including scheduling of personnel to provide observation and materials testing services and meeting attendance.
• Review of readily available background materials pertaining to the site, including geotechnical reports, project plans, and specifications.
• Attendance at pre-construction and field meeting as requested by the client. • On-site soil and materials testing and inspection during construction on an as-requested basis. Our inspection services will be performed in accordance with the applicable building codes and in accordance with the project approved documents.

Specifically, our soils and materials testing and inspection services may include the following:
◦ Field observation and inspection during foundation construction, including observation of footing excavations, pier drilling, pile driving, as appropriate.
◦ Field observation, documentation and testing during the earthwork operations. Our services will include observation and field density testing of compacted fill, including embankment fill, structure and wall back-fill, utility trench backfill, subgrade, aggregate subbase, aggregate base, materials. ◦ Field sampling and in-place density testing will be performed during asphalt pavement construction. Asphalt production plant inspection and sampling will be performed to evaluate conformance with project specifications. Laboratory testing of raw aggregate and completed mix samples will include sieve analysis, sand equivalent, percent asphalt, film stripping, and maximum density.
◦ Field sampling and testing of concrete structures and paving during construction. Our field testing services will include sampling of concrete, and evaluating the temperature, penetration, air content, and unit weight. Concrete cylinders will be cast during concrete placement for structures and will be transported to our laboratory for compressive strength testing. Concrete beams will be cast during concrete paving and transported to our laboratory for flexural strength testing. Concrete batch plant inspection and sampling will be performed to obtain raw aggregate samples for acceptance testing and to evaluate the batch plant operation for conformance with project specifications. Laboratory testing of aggregate samples will include sieve analysis, sand equivalent, and cleanness value per the Construction Manual, Standard Specifications, and project Special Provisions. Further, specialized tests, such as L.A. rattler, durability index, specific gravity, etc., will be performed upon requested. ◦ If needed, we are also qualified to provide field deputy inspection of the construction materials, both at the fabrication plant and during erection at the site by our specialty inspectors. Our inspectors are certified by International Code Council (ICC), American Welding Society (AWS), American Concrete Institute (ACI) and other agencies. Inspections may include concrete, shotcrete, masonry, structural steel, and fireproofing. Our services also included non-destructive testing of welds, and load and torque testing of anchor bolts and dowels. • Laboratory testing on collected construction material samples in accordance with the appropriate California Test, AASHTO, and ASTM test methods and utilizing calibrated and certified laboratory equipment. Laboratory testing may include proctor density of the soils to be placed as fill or backfill; compressive strength testing of the concrete, mortar, masonry block and grout and conformance testing of reinforcing steel, high strength bolts and masonry block. Other laboratory testing may include sieve analyses, sand equivalent, R-value, cleanness value and durability tests on aggregate sub-base, aggregate

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 10 base, asphalt concrete, and concrete pavement.
• Preparation of daily reports and other memoranda to summarize the field operations and test results. Our reports will include the information required by the review agencies.
• Preparation of a final report summarizing the results of our field and laboratory test results, including final re-port of grading and certification of compliance, as required.

Approach
Ninyo & Moore has developed a specific project approach for administering on-call/as-needed contracts for public agencies. This approach allows our project manager to remain as the single point-of-contact throughout the duration of the contract, ensuring that our work product is consistent and meets the agencies requirements. If necessary, he will utilize our pool of experienced and qualified task managers to oversee specific task order assignments should multiple task orders be assigned concurrently. Our large pool of staff engineers, geologists, field/laboratory technicians and inspectors enables us to provide our personnel on-site when requested without delay. Our approach has resulted in many satisfied public agency clients.

1. Develop Scope of Work – The initial step in our approach is to meet with the City Project manager in order to get clear understanding of the project and our expected services. For the geotechnical evaluation, we will develop a detailed scope of work, including the number and type of subsurface explorations, laboratory test, as well as the type of analyses. For the materials testing and inspection services, we will review the approved plans and specifications and will develop a detailed scope of services indicating anticipated manhours by discipline for the required materials testing and inspection services. We will submit this plan to the City Project Manager for approval and will provide monthly updates to the City Project Manager as construction progresses.

2. Project Personnel Utilization – Upon approval of our scope of work, we will assign the appropriately certified personnel to the project based on the specific needs of the project. Our large pool of licensed professional geotechnical engineers, civil engineers, and certified engineering geologists will be utilized for our geotechnical investigation. Our multiple-certified special deputy inspectors and our certified field and laboratory technicians will be readily available for assignment during construction. Our project management approach and in-house computerized data base ensure that we have the appropriately certified personnel assigned during construction. We will also review the contractor’s schedule in order to plan accordingly and anticipate the future inspections and testing requests.

3. Sampling Protocol and Document Control – We will next establish the sampling protocols required for the project, based on the project specifications and the requirements of the local building code, and other governing specifications. Our document control system provides unique identification of daily reports and laboratory conformance testing for each project assignment. These systems are a part of our Quality Systems Program and will be utilized for each task order assignment.

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4. Establish Communication Lines – The next step in our approach is to establish the communication lines for the project, including the authorized City representative who will be requesting our services. We will also request the approved distribution list for our inspection reports, daily field reports, and laboratory conformance test results. On past projects, Project Managers have coordinated our services in the field and distributed our reports. On other past projects, we were scheduled by on-site inspectors and distributed our reports to the approved distribution list. We will provide our services to meet the City needs.

Often we will attend pre-construction meetings with the contractor and obtain from the City approved distribution list for our materials testing and inspection reports as well as our laboratory conformance testing results. We will also provide the county representatives with our personnel’s mobile telephone numbers and e-mail addresses for communication during the project.

We will also establish the communication lines between the City Project Manager, City Inspector, and the contractors’ and sub-contractors’ representatives.

5. Utilize Our Project Controls – Ninyo & Moore utilizes an internal project control system that includes budget, schedule, and document review and control. Our project manager will utilize our in-house system to keep the City Project Manager informed about the status of our services during both our geotechnical investigation phase and for our materials testing and inspection services during construction. We include monthly progress reports indicating the amount billed to date along with a comparison to the overall task order budget and the overall construction schedule. Our quality control includes review of our laboratory conformance test results by a California licensed engineer and geotechnical analysis review by a California licensed Geotechnical Engineer.

6. Perform Field and Laboratory Testing – When construction commences, we will provide the necessary personnel and equipment to inspect and test the construction materials quality and contractor’s construction methods in order to document conformance to the project plans and specifications. We will also sample the construction materials as required and perform laboratory conformance tests as specified. The results of our inspections and tests will be forwarded to the City representatives at the end of each working day. Immediate notification will be provided via phone, e-mail, and/or fax if we find non-conformance in materials or workmanship. Our local laboratory facilities will perform 100 percent of the soils and materials laboratory work for this contract. They are certified in compliance with ASTM E-329 and are approved/accredited by the City of Los Angeles, Division of the State Architect (DSA), Metropolitan Transportation Authority (Metro), Caltrans, and the Cement and Concrete Reference Laboratory (CCRL).

7. Quality Assurance Review – We understand the importance of reliability of our inspections and test results. Therefore, we have a Quality Assurance Plan in place that provides written procedures for our services. Our Quality Assurance Plan is overseen by a California licensed Quality Engineer and include review of our training procedures, as well as participation in third party review and inspection of our facilities. All of our laboratory conformance tests are reviewed by a California licensed engineer prior to submittal.

8. Reports – Written reports are required for project documentation. We will submit our written reports, including both our geotechnical investigation report and our written reports during construction, as established in the communications structure for the project that was determined during the project initiation stage. Passing tests and inspections will be filed in accordance with the document control system. Non-conforming reports will be maintained in a non-conformance log that will be maintained by our office. Non-conformance areas will need to be remedied in accordance with the project requirements. When nonconforming materials or workmanship are remedied, we will document the acceptance in the non-conformance log for project close-out purposes.

9. Project Close-Out – The final step in our approach is the closing out of the project and providing the project documentation, as it relates to materials testing and inspection, to City. 11 Page 316
Ninyo & Moore Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021

4. Estimated Costs
As requested in the RFQ, we are uploading our detailed hourly rate schedule under Cost File in PlanetBids as a separate document.
12 Page 317
Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Appendix A
Resumes of Key Personnel

Page 318 ends

Garreth Saiki, PE, GE, Principal Engineer | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants

EDUCATION
MBA, 1998, University of California Davis
M.S., Geotechnical Engineering, 1989,
University of California Berkeley
B.S., Civil Engineering, 1987, University of
California Berkeley

REGISTRATIONS/

CERTIFICATIONS
PE 49665 (California)
GE 2509 (California)
Nuclear Gauge Operator Certification

PROFESSIONAL

AFFILIATIONS
American Society of Civil Engineers
Garreth Saiki, PE, GE
Principal Engineer
As a Principal Engineer and Project Manager for Ninyo & Moore, Mr. Saiki coordinates and conducts geotechnical evaluations for residential, commercial, and public facilities, including highways, railroads, airports, pipelines, public and private buildings, and bridges; performs slope stability analyses, flexible and rigid pavement design, and underground pipeline design; prepares and reviews geotechnical reports; and provides geotechnical design parameters and recommendations for shallow and deep foundations, retaining structures, in-situ ground remediation and earthwork; reviews laboratory results, project plans and specifications; provides supervision and technical support to staff-level engineers and geologists; performs project administration and management; and provides forensic evaluation of distressed pavement, residential and commercial structures.

EXPERIENCE
City of Irvine, On-Call Geotechnical Consulting and Materials Testing Services Served as Project Manager provided geotechnical consulting services for projects and investigations in the City related to geotechnical, engineering geology, and materials testing services for city administered development by Public Works. Projects include investigations in the City related to soils, grading, slopes, and hydrogeology, including mold and hazardous material content and identification testing, as well as testing services for construction materials (in-site and laboratory testing).

City of Rancho Cucamonga Various On-Call Contracts Materials Testing and Special Inspection, Rancho Cucamonga, CA: Served as Project Manager for various on-call geotechnical services, soils, material testing, and special inspection contracts. These projects have included storms drains, pedestrian bridges, pavement rehabilitations and street.

On-Call Geotechnical, Materials Testing and Inspection, County of Orange:

Project Manager for the on-call provide geotechnical, materials testing & inspection services contract for various capital improvements projects in the county of Orange.

City of Rancho Santa Margarita On-Call Geotechnical Consulting Services, Rancho Santa Margarita, California: Project Manager retained to provide oncall geotechnical engineering consulting services for various projects in the City of Rancho Santa Margarita. Our services included third-party review of geotechnical reports, emergency observation of slope failures resulting from heavy rain events, and geotechnical observation and materials testing services for various construction projects including numerous pavement rehabilitation projects, pavement slurry seal, and drainage improvements.

On-Call Geotechnical/Materials Testing and Construction Inspection Services, John Wayne Airport, Orange County, California: Serving as Project Manager to provide on-call geotechnical, materials testing and inspection services for various airport projects located at the John Wayne Airport in Orange County, California.

County of Los Angeles, Department of Public Works, As-Needed Geotechnical, Soils and Materials Testing & Inspection Services, Los Angeles, California:

Project Manager retained to provide services to the County of Los Angeles, Department of Public Works ranging from geotechnical design, geotechnical testing and inspection to special inspection services for welding, fireproofing, and reinforced concrete and masonry.
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Andy Rodriguez, Project Manager | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants Andy Rodriguez
Project Manager
Mr. Rodriguez is a Project Manager for Ninyo & Moore. He has experience on a variety of project types, including highways, bridges, airport projects, pipelines and commercial developments. He oversees field testing of concrete and asphalt concrete, inspection of asphalt and concrete batch plants, geotechnical laboratory testing, quality control for all laboratory procedures, including fulfilling requirements for ASTM, AASHTO, CALTRANS, ACI, and UBC Standards. Additionally, he provides geotechnical observation and testing services for earthwork projects.

EXPERIENCE
City of Fountain Valley, Euclid Street Rehabilitation, Fountain Valley, California:

Project Manager/Lead inspector retained to provide materials testing services during construction of the Euclid Street Rehabilitation and Resurfacing project in Fountain Valley, California. The project consists of various improvements to Euclid Street between Slater Avenue and Warner Avenue, which include asphalt concrete overlay and deep lift repairs, as well as new concrete curbs, gutters, sidewalks, driveways, ramps and stamped concrete. The estimated quantities include 4,350 linear feet of new concrete curb, 2,033 square feet of sidewalk, 1,093 square feet of driveway, 2,450 tons of asphalt concrete overlay and 860 tons of deep lift asphalt concrete.

City of Fountain Valley, Residential Roadway Rehabilitation, Fountain Valley, California: Project Manager retained during construction of the Residential Roadway Rehabilitation Project, Project No. GT229, Quadrant H-3, J-1 and J-2 for the City of Fountain Valley. The project consisted of asphalt concrete overlays at various locations. Improvements also included new concrete curb & gutter, sidewalks, curb ramps, cross gutters, and selected areas of full depth asphalt concrete replacement.

Ninyo & Moore provided quality control testing. Services included mix design review, field sampling and testing, batch plant inspection and laboratory testing. Testing was performed in accordance with ASTM and Caltrans test methods.

City of Dana Point, Crown Valley Parkway Median Improvements, Dana Point, California: Project Manager/Lead inspector retained to provide materials testing services during construction of the Crown Valley Parkway Median Improvements and Arterial Roadway Resurfacing project in Dana Point, California. The project included asphalt concrete overlay, deep lift repairs, new median curbs, landscaping and irrigation. Ninyo & Moore provided quality control testing. The scope of services included mix design review, field sampling and testing, batch plant inspection and laboratory testing. Our field testing included in-place density testing during aggregate base and asphalt concrete placement. Field density testing was performed to evaluate the contractor’s compaction efforts. Our laboratory testing included Proctor density, sieve analysis, Hveem stability and unit weight, and asphalt content testing. Testing was performed in accordance with ASTM and Caltrans Test Methods.

CERTIFICATIONS
Radiation (Nuclear Gauge) User Safety
14 Page 320
Larry Lovett, PE, QE, Technical Advisor | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants

EDUCATION
MBA, 1971, City University of New York,
B.S., Civil Engineering, 1960, University of
Maryland

REGISTRATIONS/

CERTIFICATIONS
RCE 50994 (California)
QE 3960 (California)
PE 16606 (New Jersey)
PE 43072 (New York)
PE 13352 (Nevada)
Larry Lovett, PE, QE
Technical Advisor - Materials
As a Principal Materials Engineer for Ninyo & Moore, Mr. Lovett conducts investigations and analyses for materials testing and inspection projects, directs and guides materials engineers, technicians and inspectors in compiling and analyzing materials testing and inspection data, authors and reviews materials testing and inspection reports and provides technical guidance and support to the professional staff.

EXPERIENCE
On-Call Testing and Inspection Services, City of Fontana, Fontana, California:

Served as Forensic Investigator for construction and inspection services for various projects for the City of Fontana including sewer construction, channel improvements, roadway rehabilitation and construction, new building construction, surface drainage evaluations, and third party geotechnical reviews.

On-Call Materials Testing Services, San Bernardino, California: Served as Forensic Investigator for as-needed road materials testing services for the County of San Bernardino. Services include on-call support of a variety of transportation construction projects throughout the County of San Bernardino. Our services include roadway rehabilitation/improvement projects that will utilize Caltrans Test Methods for soils and asphalt materials.

John Wayne Airport, Orange County, California: Served as Materials Engineer responsible for QA/QC during the soils and materials testing services for various projects including Terminal C, at John Wayne Airport.

County of Los Angeles, Department of Public Works Earthquake Recovery Project Various Project Locations Throughout Los Angeles County: Serving as Forensic Investigator providing as-needed geotechnical engineering and construction materials testing and inspection services in support of Earthquake Recovery and Capital Improvement Projects. Services include on-call services in support of a variety of construction projects throughout the County of Los Angeles and neighboring counties.

Riverside County Transportation Commission, On-Call Materials Testing Services, Riverside County, California: Served as QA/QC Materials Engineer for materials testing services to support construction of numerous transportation improvement construction projects throughout the county of Riverside.

County of Los Angeles, Department of Public Works Earthquake Recovery Project Various Project Locations Throughout Los Angeles County: Served as Forensic Investigator providing as-needed geotechnical engineering and construction materials testing and inspection services in support of Earthquake Recovery and Capital Improvement Projects. Services include on-call services in support of a variety of construction projects throughout the County of Los Angeles and neighboring counties.
15 Page 321
Alfredo “Tino” Rodriguez, Principal/Construction Services Manager | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants

EDUCATION
Coursework,1985, Golden West College
Alfredo “Tino” Rodriguez
Construction Services Supervisor
Mr. Rodriguez oversees field services inspectors and technicians, and provides project management, structural concrete deputy inspection services, asphalt/concrete pavement and roadway inspection services on highway and street improvement projects, construction management services on Caltrans and public works projects, geotechnical observation and testing services for large mass grading projects. Mr.

Rodriguez has extensive experience in providing geotechnical and materials testing and deputy inspection services on various public works projects. He is very experienced with various testing and inspection procedures and project close-out requirements.

He also performs quality control and inspection for underground utility, foundation and shoring construction including inspection during tie-back shoring/wall construction.

His laboratory testing experience includes concrete, soils, aggregates and asphalt/ concrete. As Construction Services Supervisor, he also provides technical oversight and training for field and laboratory technicians.

EXPERIENCE
City of Fountain Valley, Residential Roadway Rehabilitation, Fountain Valley, California: Construction Services Manager retained during construction of the Residential Roadway Rehabilitation Project, Project No. GT229, Quadrant H-3, J-1 and J-2 for the City of Fountain Valley. The project consisted of asphalt concrete overlays at various locations. Improvements also included new concrete curb & gutter, sidewalks, curb ramps, cross gutters, and selected areas of full depth asphalt concrete replacement. Ninyo & Moore provided quality control testing. Services included mix design review, field sampling and testing, batch plant inspection and laboratory testing. Testing was performed in accordance with ASTM and Caltrans test methods.

City of Irvine, On-Call Geotechnical Consulting and Materials Testing Services:

Currently serving as Construction Services Manager for on-call materials testing and inspection for the City of Irvine Public Works Department for various city projects located throughout the city of Irvine.

Caltrans District 12 Sampling and Testing Services, Orange County, California:

Serving as Construction Services Manager providing coordination for as-needed materials testing services to support the development and construction of State transportation projects in District 12. Services included sampling and testing of concrete, asphalt concrete, subgrade and aggregate base. Laboratory testing services included California Impact Test, R-Value, AC extraction, AC maximum density, durability, and flexural strength testing.

City of Newport Beach, On-Call Geotechnical Services: Serving as Construction Services Manager providing geotechnical and materials testing for various capital improvement projects to support the City of Newport Beach work staff. Services include conducting geotechnical observation and field testing during various types of projects.
16 Page 322
Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Appendix B
Required Forms

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021

NON-COLLUSION DECLARATION
The undersigned declares:

I am the_________________ of ________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct, and that this declaration is executed on _____________ (date) at _______________(city), California.
_____________________________ ____________________________

SIGNATURE TITLE

Principal Ninyo & Moore
April 22
Irvine
Principal Engineer

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Vendor Application Form
TYPE OF APPLICANT: ☐ NEW ☒ CURRENT VENDOR
VENDOR NAME: NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS PHYSICAL ADDRESS: 475 GODDARD, SUITE 200, IRVINE, CA 92618 REMITTANCE (MAILING) ADDRESS: 475 GODDARD, SUITE 200, IRVINE, CA 92618 IS YOUR BUSINESS: (CHECK ONE)
☒ CORPORATION ☐ INDIVIDUAL ☐ PARTNERSHIP
☐ LIMITED LIABILITY PARTNERSHIP ☐ SOLE PROPRIETORSHIP ☐ UNINCORPORATED ASSOCIATION TAX ID NUMBER: 33-0269828 (FOR INDIVIDUALS, PLEASE PROVIDE SOCIAL SECURITY NUMBER) (XX-XXXXXXX)
VENDOR CONTACT INFORMATION:

CONTACT: GARRETH SAIKI TITLE: PRINCIPAL ENGINEER
PHONE: 949-753-7070 FAX: 949-753-7071
(XXX-XXX-XXXX) (XXX-XXX-XXXX)
EMAIL ADDRESS: [email protected]
ATTACHMENTS TO THIS FORM:
• ☒ A CURRENT COMPLETED AND SIGNED W-9

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Ninyo & Moore | City of Fountain Valley, As-Needed Material Testing Services | 04-03182 | April 22, 2021 Form W-9
(Rev. October 2018)
Department of the Treasury
Internal Revenue Service
Request for Taxpayer
Identification Number and Certification
a Go to www.irs.gov/FormW9 for instructions and the latest information.

Give Form to the
requester. Do not
send to the IRS.

Print or type.

See Specific Instructions on page 3.
1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank. 2 Business name/disregarded entity name, if different from above 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the following seven boxes.

Individual/sole proprietor or
single-member LLC
C Corporation S Corporation Partnership Trust/estate
Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) a Note: Check the appropriate box in the line above for the tax classification of the single-member owner. Do not check LLC if the LLC is classified as a single-member LLC that is disregarded from the owner unless the owner of the LLC is another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single-member LLC that is disregarded from the owner should check the appropriate box for the tax classification of its owner.

Other (see instructions) a
4 Exemptions (codes apply only to
certain entities, not individuals; see
instructions on page 3):

Exempt payee code (if any)
Exemption from FATCA reporting
code (if any)
(Applies to accounts maintained outside the U.S.)
5 Address (number, street, and apt. or suite no.) See instructions. 6 City, state, and ZIP code
Requester’s name and address (optional)
7 List account number(s) here (optional)
Part I Taxpayer Identification Number (TIN)
Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later.

Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter.

Social security number
––
or
Employer identification number
–
Part II Certification
Under penalties of perjury, I certify that:

1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and

2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and

3. I am a U.S. citizen or other U.S. person (defined below); and

4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct.

Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part II, later.

Sign
Here Signature of
U.S. person a Date a
General Instructions
Section references are to the Internal Revenue Code unless otherwise noted.

Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9.

Purpose of Form
An individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or paid)
• Form 1099-DIV (dividends, including those from stocks or mutual funds)
• Form 1099-MISC (various types of income, prizes, awards, or gross proceeds)
• Form 1099-B (stock or mutual fund sales and certain other transactions by brokers)
• Form 1099-S (proceeds from real estate transactions)
• Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition)
• Form 1099-C (canceled debt)
• Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN.

If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later.

Cat. No. 10231X Form W-9 (Rev. 10-2018)
Ninyo & Moore Geotechnical and Environmental Sciences Consultants ✔
5710 Ruffin Road
San Diego, California 92123
33 0269828
02/04/2020

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Fountain Valley City CouncilMay 17, 2022

Fountain Valley City Council
May 17, 2022