Item 21.
Asset Id Name Start Location End Location Functional Classification Area Treatment Name Maintenance Date PCI Before Treatment
PCI After Treatment Treatment Cost
COACH::JALISCOAVE::4 JALISCO AVE JALISCO ACE PARKING LOOP 100' S/O TAXCO WAY Residential 19,404.00 3" Mill & Overlay 11/6/2030 43.5 100 174636 COACH::CBOUGANVIL::1 CALLE BOUGANVILIA TYLER ST CALLE CLAVEL Residential 19,476.00 3" Mill & Overlay 11/6/2030 43.5 100 175284 COACH::ORCHARDAVE::5 ORCHARD AVE 7TH ST 6TH ST Collector 19,500.00 3" Mill & Overlay 11/6/2030 37.5 100 175500 COACH::PALMAVE::3 PALM AVE 5TH ST 4TH ST Collector 19,500.00 3" Mill & Overlay 11/6/2030 37.5 100 175500 COACH::ORCHARDAVE::7 ORCHARD AVE 5TH ST 4TH ST Collector 19,500.00 3" Mill & Overlay 11/6/2030 39 100 175500 COACH::PALMAVE::4 PALM AVE 4TH ST 3RD ST Collector 19,500.00 3" Mill & Overlay 11/6/2030 40.5 100 175500 COACH::ORCHARDAVE::6 ORCHARD AVE 6TH ST 5TH ST Collector 19,500.00 3" Mill & Overlay 11/6/2030 40.5 100 175500 COACH::DAMASCUSAV::1 DAMASCUS AVE DOUMA ST CALLE TORRES ORDUNO Residential 19,532.00 3" Mill & Overlay 11/6/2030 42 100 175788 COACH::CALHOUNST::6 CALHOUN ST SHADOWROCK DR LAS PLUMAS CT Collector 19,654.00 3" Mill & Overlay 11/6/2030 39 100 176886 COACH::SUNDANCELN::1 SUNDANCE LN CDS SUNCREST ST Residential 19,920.00 3" Mill & Overlay 11/6/2030 43.5 100 179280 COACH::MECCAHILLS::1 MECCA HILLS AVE CHARLTON PEAK ST CHAPARROSA ST Residential 20,052.00 3" Mill & Overlay 11/6/2030 45 100 180468 COACH::CAPITOLAAV::4 CAPITOLA AVE VENENTA BLVD NEWPORT ST Residential 9,072.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 22.5 100 181440 COACH::AEUROPA::2 AVENIDA EUROPA CALLE CARMELLO CALLE TECOMARIA Residential 20,160.00 3" Mill & Overlay 11/6/2030 39 100 181440 COACH::ACEDRUS::1 AVENIDA CEDRUS CALLE CARMELLO CALLE TECOMARIA Residential 20,160.00 3" Mill & Overlay 11/6/2030 39 100 181440 COACH::7THST::1 7TH ST TRIPOLI WAY DATE AVE Collector 20,496.00 3" Mill & Overlay 11/6/2030 40.5 100 184464 COACH::EAGLEAVE::3 EAGLE AVE CHAPARROSA ST PINTO LN Residential 20,558.00 3" Mill & Overlay 11/6/2030 43.5 100 185022 COACH::HIBISCOST::4 HIBISCO ST AMAPOLA LN ROSAL AVE Residential 9,287.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 27 100 185740 COACH::CEMELIA::2 CALLE EMELIA AVENIDA RAYLYNN AVENIDA GRACE Residential 9,288.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 27 100 185760 COACH::50THAVEE::8 50TH AVE CALLE QUINTERRA MAZATLAN DR Arterial 20,746.00 3" Mill & Overlay 11/6/2030 40.5 100 186714 COACH::HIBISCOST::5 HIBISCO ST ROSAL AVE MARGARITA AVE Residential 9,398.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 13.5 100 187960 COACH::CAIROAVE::5 CAIRO AVE SH-86 ALLEY Residential 9,416.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 8 100 188320 COACH::CALENDULA::5 CALENDULA AVE ORQUIDEA LN NARCISO LN Residential 9,435.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 18 100 188700 COACH::54THAVEW::6 54TH AVE SHADY LN CALLE BALDERAS Arterial 20,985.00 3" Mill & Overlay 11/6/2030 37.5 100 188865 COACH::HIBISCOST::2 HIBISCO ST CALENDULA AVE IRIS AVE Residential 9,472.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 15 100 189440 COACH::BAGDADAVE::16 BAGDAD AVE GENOA ST SH-111 Collector 21,120.00 3" Mill & Overlay 11/6/2030 40.5 100 190080 COACH::VALENCIALN::2 VALENCIA LN CYPRESS ST SHADY LN Residential 9,540.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 12 100 190800 COACH::CALENDULA::3 CALENDULA AVE JAZMIN ST TULIPAN ST Residential 9,583.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2030 6 100 191660 COACH::GENOAST::7 GENOA ST AVENIDA MARIA 52ND AVE Residential 21,312.00 3" Mill & Overlay 11/6/2030 45 100 191808 COACH::CRUIZ::3 CALLE RUIZ AVENIDA ZOCALO AVENIDA REFORMA Residential 6,444.00 Slurry Seal 11/6/2031 85 100 3222 COACH::CRUIZ::4 CALLE RUIZ AVENIDA REFORMA AVENIDA DEL PRADO Residential 8,640.00 Slurry Seal 11/6/2031 85 100 4320 COACH::AIRPORTBL::6 AIRPORT BLVD 1215' W/O FILLMORE ST 1085' W/O FILLMORE ST Collector 6,500.00 Microsurfacing 11/6/2031 84 100 6500 COACH::SHADYLN::3 SHADY LN AVENIDA TACUBA AVENIDA REFORMA Residential 20,048.00 Slurry Seal 11/6/2031 85 100 10024 COACH::VALLEYRD::2 VALLEY RD JENNIFER WAY TRIPOLI WAY Collector 10,400.00 Microsurfacing 11/6/2031 85 100 10400 COACH::SKENMOREST::1 S KENMORE ST WESTERFIELD WAY CDS Residential 20,664.00 3" Mill & Overlay 11/6/2031 45 100 185976 COACH::SCORONADO::1 S CORONADO ST WESTERFIELD WAY CDS Residential 20,664.00 3" Mill & Overlay 11/6/2031 45 100 185976 COACH::BAGDADAVE::15 BAGDAD AVE SHADY LN GENOA ST Collector 20,920.00 3" Mill & Overlay 11/6/2031 45 100 188280 COACH::CMENDOZA::1 CALLE MENDOZA TYLER ST CORTE OLIVIA Residential 20,955.00 3" Mill & Overlay 11/6/2031 45 100 188595 COACH::MANHATTAN::1 MANHATTAN AVE VAN BUREN ST MONARCH RD Residential 21,132.00 3" Mill & Overlay 11/6/2031 45 100 190188 COACH::BAGDADAVE::3 BAGDAD AVE MECCA LANE CALLE AVILA Residential 21,480.00 3" Mill & Overlay 11/6/2031 40.5 100 193320 COACH::3RDST::1 3RD ST D/E PALM AVE Collector 21,672.00 3" Mill & Overlay 11/6/2031 36 100 195048 COACH::2NDST::1 2ND ST D/E PALM AVE Collector 21,672.00 3" Mill & Overlay 11/6/2031 37.5 100 195048 COACH::PALMERASCR::11 PALMERAS CIR PALMERAS CIR PALOMA DR Residential 9,756.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2031 24 100 195120 COACH::CALENDULA::6 CALENDULA AVE NARCISO LN HIBISCO ST Residential 9,768.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2031 21 100 195360 COACH::VINEAVE::9 VINE AVE 2ND ST ALLEY Collector 9,776.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2031 16.5 100 195520 COACH::50THAVEW::13 50TH AVE VAN BUREN ST CALLE PUERTA DEL SOL Arterial 21,728.00 3" Mill & Overlay 11/6/2031 43.5 100 195552 COACH::HIBISCOST::3 HIBISCO ST IRIS AVE AMAPOLA LN Residential 9,842.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2031 12 100 196840 COACH::SANGORGONI::2 SAN GORGONIO ST MCCOY PEAK AVE QUAIL MOUNTAIN TER Residential 21,960.00 3" Mill & Overlay 11/6/2031 42 100 197640 COACH::54THAVEW::1 54TH AVE POLK ST CITY LIMITS Arterial 22,140.00 3" Mill & Overlay 11/6/2031 36 100 199260 COACH::ARICADR::1 ARICA DR MCCOY PEAK AVE QUAIL MOUNTAIN TER Residential 22,176.00 3" Mill & Overlay 11/6/2031 45 100 199584 COACH::50THAVEW::1 50TH AVE SH-86 KENMORE ST Arterial 22,209.00 3" Mill & Overlay 11/6/2031 43.5 100 199881 COACH::CHIRIACOSU::1 CHIRIACO SUMMIT ST GLENDORA RIDGE AVE BIG BEAR PL Residential 22,248.00 3" Mill & Overlay 11/6/2031 45 100 200232 COACH::8THST::1 8TH ST DATE AVE PENDLETON WAY Collector 22,400.00 3" Mill & Overlay 11/6/2031 43.5 100 201600 COACH::ORCHARDAVE::3 ORCHARD AVE 9TH ST 8TH ST Collector 22,500.00 3" Mill & Overlay 11/6/2031 36 100 202500 COACH::ORCHARDAVE::4 ORCHARD AVE 8TH ST 7TH ST Collector 22,500.00 3" Mill & Overlay 11/6/2031 40.5 100 202500 COACH::CLOSHERMAN::1 CALLE LOS HERMANOS CALLE FELIZ CALLE ROSA Residential 22,536.00 3" Mill & Overlay 11/6/2031 45 100 202824 COACH::CBONITA::2 CALLE BONITA CALLE FELIZ CALLE ROSA Residential 22,752.00 3" Mill & Overlay 11/6/2031 42 100 204768 COACH::CTOLOSA::2 CALLE TOLOSA SANTO LN SAN REY DR Residential 22,792.00 3" Mill & Overlay 11/6/2031 42 100 205128 COACH::ENTERPRISE::1 ENTERPRISE WAY D/E 54TH AVE Collector 22,905.00 3" Mill & Overlay 11/6/2031 43.5 100 206145 COACH::COPPERIDGE::3 COPPERIDGE ST SHADOWROCK DR LAPIS DR Residential 10,360.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2031 19.5 100 207200 COACH::COPPERIDGE::2 COPPERIDGE ST NICKLECREEK DR SHADOWROCK DR Residential 10,360.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2031 21 100 207200 COACH::CALHOUNST::13 CALHOUN ST VIA PICON 50TH AVE Collector 23,250.30 3" Mill & Overlay 11/6/2031 39 100 209252.7 COACH::CTORRESORD::1 CALLE TORRES ORDUNO 52ND AVE DOUMA CT Residential 23,290.00 3" Mill & Overlay 11/6/2031 37.5 100 209610 COACH::TYLERST::16 TYLER ST 50TH AVE 50TH AVE Rural 23,580.00 3" Mill & Overlay 11/6/2031 37.5 100 212220 COACH::SANSOLANO::2 SAN SOLANO RD SAGRADO DR SAN REY DR Residential 23,640.00 3" Mill & Overlay 11/6/2031 45 100 212760 COACH::LASFLORES::1 LAS FLORES AVE TYLER ST EL SOL ST Residential 23,727.00 3" Mill & Overlay 11/6/2031 45 100 213543 COACH::8THST::2 8TH ST ORCHARD AVE VINE AVE Collector 23,744.00 3" Mill & Overlay 11/6/2031 36 100 213696 COACH::7THST::3 7TH ST PALM AVE ORCHARD AVE Collector 23,744.00 3" Mill & Overlay 11/6/2031 37.5 100 213696 COACH::TRIPOLIWAY::4 TRIPOLI WAY ALLEY CAIRO AVE Residential 1,080.00 Slurry Seal 11/6/2032 85 100 540 COACH::DATEAVE::2 DATE AVE ARABY AVE ARABY AVE Residential 2,016.00 Slurry Seal 11/6/2032 85 100 1008 COACH::CRUIZ::5 CALLE RUIZ AVENIDA DEL PRADO AVENIDA EL FAROL Residential 2,880.00 Slurry Seal 11/6/2032 85 100 1440 COACH::LASPLUMAS::1 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.67 Slurry Seal 11/6/2032 85 100 2068.34 COACH::LASPLUMAS::2 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.67 Slurry Seal 11/6/2032 85 100 2068.34 COACH::TRIPOLIWAY::5 TRIPOLI WAY CAIRO AVE CAIRO AVE Residential 4,320.00 Slurry Seal 11/6/2032 85 100 2160 COACH::TRIPOLIWAY::8 TRIPOLI WAY DAMASCUS AVE DAMASCUS AVE Residential 4,608.00 Slurry Seal 11/6/2032 85 100 2304 COACH::DATEAVE::4 DATE AVE CAIRO AVE CAIRO AVE Residential 4,680.00 Slurry Seal 11/6/2032 85 100 2340 COACH::DATEAVE::5 DATE AVE CAIRO AVE MEDINA AVE Residential 5,040.00 Slurry Seal 11/6/2032 85 100 2520 COACH::VIAVALENCI::2 VIA VALENCIA PASEO MADRID CALLE MARBELLA Residential 5,049.00 Slurry Seal 11/6/2032 85 100 2524.5 COACH::TRIPOLIWAY::7 TRIPOLI WAY MEDINA AVE DAMASCUS AVE Residential 5,112.00 Slurry Seal 11/6/2032 85 100 2556 COACH::TRIPOLIWAY::6 TRIPOLI WAY CAIRO AVE MEDINA AVE Residential 5,400.00 Slurry Seal 11/6/2032 85 100 2700 COACH::CRUIZ::2 CALLE RUIZ AVENIDA TACUBA AVENIDA ZOCALO Residential 6,444.00 Slurry Seal 11/6/2032 85 100 3222 COACH::PLUMAAMARI::1 PLUMA AMARILLA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,444.00 Slurry Seal 11/6/2032 85 100 3222 COACH::PLUMAAMARI::2 PLUMA AMARILLA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,480.00 Slurry Seal 11/6/2032 85 100 3240 COACH::CSEGOVIA::2 CALLE SEGOVIA CALLE MARBELLA PASEO CADIZ Residential 6,512.00 Slurry Seal 11/6/2032 85 100 3256 COACH::PLUMABLANC::1 PLUMA BLANCA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,516.00 Slurry Seal 11/6/2032 85 100 3258 COACH::VIAVALENCI::1 VIA VALENCIA VAN BUREN ST PASEO MADRID Residential 6,666.00 Slurry Seal 11/6/2032 85 100 3333 COACH::CSEGOVIA::1 CALLE SEGOVIA PASEO BARCELONA CALLE MARBELLA Residential 6,688.00 Slurry Seal 11/6/2032 85 100 3344 COACH::TRIPOLIWAY::10 TRIPOLI WAY ALLEY BAGDAD AVE Residential 7,164.00 Slurry Seal 11/6/2032 85 100 3582 COACH::DAMASCUSAV::3 DAMASCUS AVE SH-86 ALLEY Residential 7,296.00 Slurry Seal 11/6/2032 85 100 3648 COACH::DATEAVE::3 DATE AVE ARABY AVE CAIRO AVE Residential 7,704.00 Slurry Seal 11/6/2032 85 100 3852 COACH::PLUMAVERDE::2 PLUMA VERDE PL LAS PLUMAS CT CDS Residential 7,776.00 Slurry Seal 11/6/2032 85 100 3888 COACH::AELFAROL::1 AVENIDA EL FAROL CALLE BALDERAS CALLE SANBORN Residential 8,640.00 Slurry Seal 11/6/2032 85 100 4320 COACH::TRIPOLIWAY::3 TRIPOLI WAY ARABY AVE ALLEY Residential 8,640.00 Slurry Seal 11/6/2032 85 100 4320 COACH::AELFAROL::2 AVENIDA EL FAROL CALLE SANBORN CALLE RUIZ Residential 8,640.00 Slurry Seal 11/6/2032 85 100 4320 COACH::VALENCIALN::1 VALENCIA LN CDS CYPRESS ST Residential 8,820.00 Slurry Seal 11/6/2032 85 100 4410 COACH::ADELROBLE::2 AVENIDA DEL ROBLE AVENIDA DEL ROBLE AVENIDA YUCATECO Residential 9,120.00 Slurry Seal 11/6/2032 85 100 4560 COACH::PLUMANEGRA::1 PLUMA NEGRA CT PLUMA VERDE PL PLUMA BLANCA PL Residential 9,180.00 Slurry Seal 11/6/2032 85 100 4590 COACH::PLUMAAZUL::2 PLUMA AZUL CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.00 Slurry Seal 11/6/2032 85 100 4680 COACH::DATEAVE::7 DATE AVE DAMASCUS AVE BAGDAD AVE Residential 9,720.00 Slurry Seal 11/6/2032 85 100 4860 COACH::DATEAVE::6 DATE AVE MEDINA AVE DAMASCUS AVE Residential 9,720.00 Slurry Seal 11/6/2032 85 100 4860 COACH::PLUMAAZUL::3 PLUMA AZUL CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.00 Slurry Seal 11/6/2032 85 100 5238 COACH::PLUMADORAD::3 PLUMA DORADA CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.00 Slurry Seal 11/6/2032 85 100 5238 COACH::PLUMAAZUL::1 PLUMA AZUL CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.00 Slurry Seal 11/6/2032 85 100 5238 COACH::PLUMADORAD::1 PLUMA DORADA CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.00 Slurry Seal 11/6/2032 85 100 5238 COACH::PASEOBARCE::2 PASEO BARCELONA VIA MERIDA CALLE SEGOVIA Residential 10,656.00 Slurry Seal 11/6/2032 85 100 5328 COACH::CSEVILLE::1 CALLE SEVILLE PASEO BARCELONA PASEO CADIZ Residential 10,800.00 Slurry Seal 11/6/2032 85 100 5400 COACH::VALLEYRD::10 VALLEY RD SHADY LN SHADY LN Collector 6,400.00 Microsurfacing 11/6/2032 85 100 6400 COACH::SHADYLN::2 SHADY LN AVENIDA YUCATECO AVENIDA TACUBA Residential 13,440.00 Slurry Seal 11/6/2032 85 100 6720 COACH::PASEOMADRI::1 PASEO MADRID VIA VALENCIA CALLE GRANADA Residential 16,500.00 Slurry Seal 11/6/2032 85 100 8250 COACH::PLUMAGRIS::1 PLUMA GRIS PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.00 Slurry Seal 11/6/2032 85 100 8442 COACH::DAMASCUSAV::4 DAMASCUS AVE ALLEY TRIPOLI WAY Residential 16,910.00 Slurry Seal 11/6/2032 85 100 8455 COACH::CSANBORN::2 CALLE SANBORN AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,000.00 Slurry Seal 11/6/2032 85 100 9000 COACH::CBALDERAS::2 CALLE BALDERAS AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,072.00 Slurry Seal 11/6/2032 85 100 9036 COACH::VALLEYRD::8 VALLEY RD DOS PALMAS AVE CYPRESS ST Collector 10,400.00 Microsurfacing 11/6/2032 85 100 10400 COACH::CSANBORN::1 CALLE SANBORN AVENIDA DEL ROBLE AVENIDA ZOCALO Residential 23,796.00 Slurry Seal 11/6/2032 85 100 11898 COACH::ARABYAVE::1 ARABY AVE TRIPOLI WAY DATE AVE Residential 25,080.00 Slurry Seal 11/6/2032 85 100 12540 COACH::AYUCATECO::1 AVENIDA YUCATECO CALLE RUIZ AVENIDA DEL ROBLE Residential 25,160.00 Slurry Seal 11/6/2032 85 100 12580 COACH::CBALDERAS::1 CALLE BALDERAS 54TH AVE AVENIDA ZOCALO Residential 28,188.00 Slurry Seal 11/6/2032 85 100 14094 COACH::SH-111S::9 SH-111 5TH ST 6TH ST Arterial 16,250.00 Microsurfacing 11/6/2032 85 100 16250 COACH::SH-111S::10 SH-111 6TH ST 7TH ST Arterial 16,250.00 Microsurfacing 11/6/2032 85 100 16250 COACH::SH-111S::8 SH-111 4TH ST 5TH ST Arterial 16,250.00 Microsurfacing 11/6/2032 85 100 16250 COACH::AREFORMA::1 AVENIDA REFORMA CALLE RUIZ SHADY LN Residential 33,300.00 Slurry Seal 11/6/2032 85 100 16650 COACH::SH-111S::5 SH-111 1ST ST 2ND ST Arterial 18,750.00 Microsurfacing 11/6/2032 85 100 18750 COACH::TRIPOLIWAY::1 TRIPOLI WAY VALLEY RD 52ND AVE Residential 46,980.00 Slurry Seal 11/6/2032 85 100 23490 COACH::JENNIFER::1 JENNIFER WAY VALLEY RD 52ND AVE Residential 49,552.00 Slurry Seal 11/6/2032 85 100 24776 COACH::NELSONST::1 NELSON ST VALLEY RD 52ND AVE Residential 49,704.00 Slurry Seal 11/6/2032 85 100 24852 COACH::LASPALMAS::1 LAS PALMAS ST VALLEY RD 52ND AVE Residential 49,742.00 Slurry Seal 11/6/2032 85 100 24871 COACH::OASISPALM::2 OASIS PALM AVE VALLEY RD 52ND AVE Residential 49,818.00 Slurry Seal 11/6/2032 85 100 24909 COACH::DOSPALMAS::1 DOS PALMAS AVE VALLEY RD 52ND AVE Residential 49,856.00 Slurry Seal 11/6/2032 85 100 24928 COACH::CYPRESSST::2 CYPRESS ST VALLEY RD 52ND AVE Residential 49,894.00 Slurry Seal 11/6/2032 85 100 24947 COACH::SHADYLN::14 SHADY LN VALLEY RD 52ND AVE Residential 49,932.00 Slurry Seal 11/6/2032 85 100 24966 COACH::SH-111S::4 SH-111 1ST ST 50TH AVE Arterial 36,300.00 Microsurfacing 11/6/2032 85 100 36300 COACH::6THST::4 6TH ST PALM AVE ORCHARD AVE Collector 23,800.00 3" Mill & Overlay 11/6/2032 37.5 100 214200 COACH::5THST::2 5TH ST PALM AVE ORCHARD AVE Collector 23,800.00 3" Mill & Overlay 11/6/2032 37.5 100 214200 COACH::VALLEYRD::3 VALLEY RD TRIPOLI WAY MORGAN AVE Collector 10,720.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 8 100 214400 COACH::AGRACE::1 AVENIDA GRACE CALLE JOYCE CALLE FLORENA Residential 23,976.00 3" Mill & Overlay 11/6/2032 42 100 215784 COACH::TYLERST::9 TYLER ST CALLE BOUGANVILA LAS FLORES AVE Collector 10,800.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 6 100 216000 COACH::SHADYLN::10 SHADY LN 53RD AVE STACIE LN Residential 10,808.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 0 100 216160 COACH::AIRPORTBL::8 AIRPORT BLVD 860' W/O FILLMORE ST FILLMORE ST Collector 24,024.00 3" Mill & Overlay 11/6/2032 43.5 100 216216 COACH::BELLISSIMA::2 BELLISSIMA AVE MODENA TER BELLA ROMA LN Residential 24,080.00 3" Mill & Overlay 11/6/2032 37.5 100 216720 COACH::ADAMLN::1 ADAM LN 53RD AVE CDS Residential 24,120.00 3" Mill & Overlay 11/6/2032 36 100 217080 COACH::LEELN::1 LEE LN 53RD AVE CDS Residential 24,160.00 3" Mill & Overlay 11/6/2032 37.5 100 217440 COACH::ARAYLYNN::2 AVENIDA RAYLYNN CALLE JOYCE CALLE FLORENA Residential 24,228.00 3" Mill & Overlay 11/6/2032 36 100 218052 COACH::CTECHA::7 CALLE TECHA CALLE ROJO 52ND AVE Residential 24,280.00 3" Mill & Overlay 11/6/2032 36 100 218520 E8
Item 21.
Asset Id Name Start Location End Location Functional Classification Area Treatment Name Maintenance Date PCI Before Treatment
PCI After Treatment Treatment Cost
COACH::CEMPALME::4 CALLE EMPALME CALLE ROJO 52ND AVE Residential 24,280.00 3" Mill & Overlay 11/6/2032 39 100 218520 COACH::CCAMACHO::5 CALLE CAMACHO CALLE ROJO 52ND AVE Residential 24,280.00 3" Mill & Overlay 11/6/2032 40.5 100 218520 COACH::1STST::2 1ST ST PALM AVE ORCHARD AVE Collector 24,282.00 3" Mill & Overlay 11/6/2032 42 100 218538 COACH::TYLERST::11 TYLER ST LAS FLORES AVE CALLE PIZANO Collector 10,960.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 18 100 219200 COACH::52NDAVEE::30 52ND AVE GENOA ST CALLE LIMON Arterial 24,615.00 3" Mill & Overlay 11/6/2032 43.5 100 221535 COACH::ALLENDEDR::5 ALLENDE DR ALLENDE DR VERMOUTH DR Residential 11,104.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 16.5 100 222080 COACH::CYPRESSST::1 CYPRESS ST VALENCIA LN VALLEY RD Residential 11,172.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 12 100 223440 COACH::ORCHARDAVE::10 ORCHARD AVE ALLEY 2ND ST Collector 11,280.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 16.5 100 225600 COACH::ORCHARDAVE::9 ORCHARD AVE 3RD ST ALLEY Collector 11,280.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 16.5 100 225600 COACH::CGREGORIO::2 CALLE GREGORIO CALLE DIEGO CALLE LEANDRO Residential 25,308.00 3" Mill & Overlay 11/6/2032 37.5 100 227772 COACH::MITCHELLDR::1 MITCHELL DR FREDERICK ST SH-111 Collector 25,346.00 3" Mill & Overlay 11/6/2032 42 100 228114 COACH::6THST::6 6TH ST VINE AVE SH-111 Collector 25,368.00 3" Mill & Overlay 11/6/2032 43.5 100 228312 COACH::7THST::5 7TH ST VINE AVE SH-111 Collector 25,424.00 3" Mill & Overlay 11/6/2032 36 100 228816 COACH::TERAVISTA::1 TERA VISTA SIERRA ST BRIANNE LN Residential 25,567.00 3" Mill & Overlay 11/6/2032 45 100 230103 COACH::PRIMITIVO::4 PRIMITIVO DR VERMOUTH DR 52ND AVE Residential 11,616.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 16.5 100 232320 COACH::BELLAROMA::1 BELLA ROMA LN D/E BELLISSIMA AVE Residential 25,888.00 3" Mill & Overlay 11/6/2032 39 100 232992 COACH::TRIPOLIWAY::9 TRIPOLI WAY DAMASCUS AVE 70' N/O DAMASCUS AVE Residential 2,556.00 Slurry Seal 11/6/2033 85 100 1278 COACH::PLUMABLANC::2 PLUMA BLANCA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,408.00 Slurry Seal 11/6/2033 85 100 3204 COACH::VIAMERIDA::1 VIA MERIDA VAN BUREN ST PASEO BARCELONA Residential 7,272.00 Slurry Seal 11/6/2033 85 100 3636 COACH::PLUMAVERDE::1 PLUMA VERDE PL CDS LAS PLUMAS CT Residential 7,776.00 Slurry Seal 11/6/2033 85 100 3888 COACH::AZOCALO::1 AVENIDA ZOCALO CALLE BALDERAS CALLE SANBORN Residential 8,640.00 Slurry Seal 11/6/2033 85 100 4320 COACH::AZOCALO::2 AVENIDA ZOCALO CALLE SANBORN CALLE RUIZ Residential 8,640.00 Slurry Seal 11/6/2033 85 100 4320 COACH::CRUIZ::1 CALLE RUIZ AVENIDA YUCATECO AVENIDA TACUBA Residential 8,640.00 Slurry Seal 11/6/2033 85 100 4320 COACH::AYUCATECO::2 AVENIDA YUCATECO AVENIDA DEL ROBLE SHADY LN Residential 8,917.00 Slurry Seal 11/6/2033 85 100 4458.5 COACH::PLUMADORAD::2 PLUMA DORADA CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.00 Slurry Seal 11/6/2033 85 100 4680 COACH::DATEAVE::1 DATE AVE 52ND AVE ARABY AVE Residential 10,080.00 Slurry Seal 11/6/2033 85 100 5040 COACH::CMARBELLA::1 CALLE MARBELLA CALLE SEGOVIA VIA VALENCIA Residential 11,154.00 Slurry Seal 11/6/2033 85 100 5577 COACH::SHADYLN::4 SHADY LN AVENIDA REFORMA AVENIDA DEL PRADO Residential 13,440.00 Slurry Seal 11/6/2033 85 100 6720 COACH::PLUMAROJA::1 PLUMA ROJA PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.00 Slurry Seal 11/6/2033 85 100 8442 COACH::SHADYLN::1 SHADY LN 54TH AVE AVENIDA YUCATECO Residential 19,992.00 Slurry Seal 11/6/2033 85 100 9996 COACH::VALLEYRD::9 VALLEY RD CYPRESS ST SHADY LN Collector 10,400.00 Microsurfacing 11/6/2033 85 100 10400 COACH::VALLEYRD::7 VALLEY RD OASIS PALM AVE DOS PALMAS AVE Collector 10,400.00 Microsurfacing 11/6/2033 85 100 10400 COACH::VALLEYRD::5 VALLEY RD NELSON ST LAS PALMAS ST Collector 10,720.00 Microsurfacing 11/6/2033 85 100 10720 COACH::VALLEYRD::4 VALLEY RD MORGAN AVE NELSON ST Collector 11,040.00 Microsurfacing 11/6/2033 85 100 11040 COACH::PASEOCADIZ::1 PASEO CADIZ CALLE SEVILLE CALLE SEGOVIA Residential 28,872.00 Slurry Seal 11/6/2033 85 100 14436 COACH::ATACUBA::1 AVENIDA TACUBA CALLE RUIZ SHADY LN Residential 34,151.00 Slurry Seal 11/6/2033 85 100 17075.5 COACH::ADELROBLE::1 AVENIDA DEL ROBLE CALLE SANBORN AVENIDA DEL ROBLE Residential 35,074.00 Slurry Seal 11/6/2033 85 100 17537 COACH::ADELPRADO::1 AVENIDA DEL PRADO CALLE RUIZ SHADY LN Residential 35,226.00 Slurry Seal 11/6/2033 85 100 17613 COACH::SH-111S::6 SH-111 2ND ST 3RD ST Arterial 18,750.00 Microsurfacing 11/6/2033 85 100 18750 COACH::SH-111S::12 SH-111 8TH ST 9TH ST Arterial 18,900.00 Microsurfacing 11/6/2033 85 100 18900 COACH::CAVILA::5 CALLE AVILA CALLE VERDE CALLE ROJO Residential 25,920.00 3" Mill & Overlay 11/6/2033 43.5 100 233280 COACH::CALTURIAN::1 CORTE ALTURIAN CDS AVENIDA ADOBE Residential 26,160.00 3" Mill & Overlay 11/6/2033 37.5 100 235440 COACH::CALHOUNST::10 CALHOUN ST EAGLE AVE EL MAR AVE Collector 26,350.00 3" Mill & Overlay 11/6/2033 39 100 237150 COACH::CAPITOLAAV::3 CAPITOLA AVE LAGUNA LN VENENTA BLVD Residential 11,880.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 15 100 237600 COACH::55THAVE::2 55TH AVE FILLMORE ST 1330' E/O FILLMORE ST Rural 26,540.00 3" Mill & Overlay 11/6/2033 39 100 238860 COACH::BAGDADAVE::1 BAGDAD AVE DOUMA ST LIBNAN ST Residential 26,560.00 3" Mill & Overlay 11/6/2033 39 100 239040 COACH::CAVILA::8 CALLE AVILA CAIRO AVE BAGDAD AVE Residential 26,640.00 3" Mill & Overlay 11/6/2033 43.5 100 239760 COACH::CCAMACHO::7 CALLE CAMACHO CAIRO AVE BAGDAD AVE Residential 26,680.00 3" Mill & Overlay 11/6/2033 43.5 100 240120 COACH::REDONDOPON::1 REDONDO PONIENTE REDONDO SUR REDONDO NORTE Residential 26,800.00 3" Mill & Overlay 11/6/2033 43.5 100 241200 COACH::BALBOAST::1 BALBOA ST D/E 50TH AVE Residential 26,840.00 3" Mill & Overlay 11/6/2033 43.5 100 241560 COACH::SH-86S::4 SH-86 WESTERFIELD WAY ALLEY Arterial 26,880.00 3" Mill & Overlay 11/6/2033 43.5 100 241920 COACH::SUNRISEAVE::1 SUNRISE AVE SUNBURST ST SUNCREST ST Residential 27,440.00 3" Mill & Overlay 11/6/2033 37.5 100 246960 COACH::50THAVEE::10 50TH AVE FREDERICK ST PAVON PALMA Arterial 12,375.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 3 100 247500 COACH::ELARCOST::2 EL ARCO ST TODOS SANTOS AVE PUEBLO BONITO AVE Residential 27,664.00 3" Mill & Overlay 11/6/2033 43.5 100 248976 COACH::ASHLERCT::1 ASHLER CT COPPERIDGE ST CDS Residential 12,469.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 27 100 249380 COACH::BAGDADAVE::4 BAGDAD AVE CALLE AVILA CALLE CAMACHO Residential 12,520.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 10.5 100 250400 COACH::MALVASIA::3 MALVASIA WAY MERCADO CIR CHARDONNAY CIR Residential 12,704.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 27 100 254080 COACH::POLKST::3 POLK ST 610' S/O INDUSTRIAL WAY INDUSTRIAL WAY Collector 28,290.00 3" Mill & Overlay 11/6/2033 42 100 254610 COACH::TODOSSANTO::4 TODOS SANTOS AVE CAMINO CORTEZ COZUMEL ST Residential 29,340.00 3" Mill & Overlay 11/6/2033 42 100 264060 COACH::CHAPARROSA::7 CHAPARROSA ST MCCOY PEAK AVE 48TH AVE Residential 29,700.00 3" Mill & Overlay 11/6/2033 40.5 100 267300 COACH::MALIBUAVE::1 MALIBU AVE NEWPORT ST OCEANO RD Residential 13,428.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 27 100 268560 COACH::PENDLETON::1 PENDLETON WAY 7TH ST 9TH ST Collector 30,080.00 3" Mill & Overlay 11/6/2033 42 100 270720 COACH::CQUINTERRA::3 CALLE QUINTERRA CORTE SANTOS CORTE LORETO Residential 13,690.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 18 100 273800 COACH::50THAVEW::8 50TH AVE AVENIDA DEL PARQUE PAVON PALMA Arterial 13,728.00 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 24 100 274560 COACH::52NDAVE::38 52ND AVE POLK ST 1030' E/O POLK ST Rural 30,900.00 3" Mill & Overlay 11/6/2033 36 100 278100 COACH::CCANTARA::1 CALLE CANTARA AVENIDA FLORABUNDA AVENIDA NERIUM Residential 30,924.00 3" Mill & Overlay 11/6/2033 39 100 278316 E9
Item 21.
APPENDIX F:
WORK PLAN FOR SCENARIO 6:
CURRENT BUDGET
Item 21.
Asset Id Name Start Location End Location Functional
Classification Area Treatment Name
Maintenance
Date
PCI Before
Treatment
PCI After
Treatment
Treatment Cost
COACH::TRIPOLIWAY::4 TRIPOLI WAY ALLEY CAIRO AVE Residential 1,080.0 Slurry Seal 11/6/2024 74 100 $ 540.0 COACH::LAPLAYAST::3 LA PLAYA ST 50' S/O EL MAR AVE EL MAR AVE Residential 1,260.0 Slurry Seal 11/6/2024 78 100 $ 630.0 COACH::CRUIZ::5 CALLE RUIZ AVENIDA DEL PRADO AVENIDA EL FAROL Residential 2,880.0 Slurry Seal 11/6/2024 80 100 $ 1,440.0 COACH::CDIEGO::4 CALLE DIEGO 150' E/O CALLE LEANDRO CDS Residential 3,128.0 Slurry Seal 11/6/2024 75 100 $ 1,564.0 COACH::52NDAVE::17 52ND AVE TIJSSELING CT JENNIFER WAY Arterial 1,716.0 Microsurfacing 11/6/2024 78 100 $ 1,716.0 COACH::WSIENNACIR::3 W SIENNA CIR 100' W/O SLATE DR SLATE DR Residential 3,600.0 Slurry Seal 11/6/2024 72 100 $ 1,800.0 COACH::LASPLUMAS::1 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.7 Slurry Seal 11/6/2024 74 100 $ 2,068.3 COACH::LASPLUMAS::2 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.7 Slurry Seal 11/6/2024 74 100 $ 2,068.3 COACH::TRIPOLIWAY::5 TRIPOLI WAY CAIRO AVE CAIRO AVE Residential 4,320.0 Slurry Seal 11/6/2024 80 100 $ 2,160.0 COACH::DATEAVE::4 DATE AVE CAIRO AVE CAIRO AVE Residential 4,680.0 Slurry Seal 11/6/2024 74 100 $ 2,340.0 COACH::DATEAVE::5 DATE AVE CAIRO AVE MEDINA AVE Residential 5,040.0 Slurry Seal 11/6/2024 74 100 $ 2,520.0 COACH::CAVILA::1 CALLE AVILA D/E CALLE NOGAL Residential 5,040.0 Slurry Seal 11/6/2024 84 100 $ 2,520.0 COACH::VIAVALENCI::2 VIA VALENCIA PASEO MADRID CALLE MARBELLA Residential 5,049.0 Slurry Seal 11/6/2024 80 100 $ 2,524.5 COACH::LUNADENICO::2 LUNA DE NICOLETA ST CALLE COLIMA 140' N/O CALLE COLIMA Residential 5,076.0 Slurry Seal 11/6/2024 78 100 $ 2,538.0 COACH::TRIPOLIWAY::7 TRIPOLI WAY MEDINA AVE DAMASCUS AVE Residential 5,112.0 Slurry Seal 11/6/2024 74 100 $ 2,556.0 COACH::SLATEDR::4 SLATE DR N SIENNA CIR D/E Residential 5,112.0 Slurry Seal 11/6/2024 75 100 $ 2,556.0 COACH::SH-86S::11 SH-86 CAIRO AVE CAIRO AVE Arterial 2,560.0 Microsurfacing 11/6/2024 84 100 $ 2,560.0 COACH::CROSA::3 CALLE ROSA CALLE LINDA 140' W/O CALLE ESTRELLA Residential 5,148.0 Slurry Seal 11/6/2024 75 100 $ 2,574.0 COACH::TEPEYACCT::1 TEPEYAC CT VIA TEPEYAC CDS Residential 5,256.0 Slurry Seal 11/6/2024 72 100 $ 2,628.0 COACH::AALEENAH::6 AVENIDA ALEENAH CALLE FLORENA '150 E/O CALLE FLORENA Residential 5,328.0 Slurry Seal 11/6/2024 72 100 $ 2,664.0 COACH::TRIPOLIWAY::6 TRIPOLI WAY CAIRO AVE MEDINA AVE Residential 5,400.0 Slurry Seal 11/6/2024 74 100 $ 2,700.0 COACH::CGLORIOSA::1 CALLE GLORIOSA AVENIDA NERIUM D/E Residential 5,508.0 Slurry Seal 11/6/2024 75 100 $ 2,754.0 COACH::DAMASCUSAV::2 DAMASCUS AVE CALLE TORRES ORDUNO LIBNAN ST Residential 5,700.0 Slurry Seal 11/6/2024 72 100 $ 2,850.0 COACH::MICHELLEDR::4 MICHELLE DR AVENIDA ALEENAH AVENIDA NICOLE Residential 5,940.0 Slurry Seal 11/6/2024 78 100 $ 2,970.0 COACH::RIGOCT::1 RIGO CT CHRISTINA RD CDS Residential 5,952.0 Slurry Seal 11/6/2024 72 100 $ 2,976.0 COACH::MCCOYPEAK::2 MCCOY PEAK AVE ARICA DR CHAPARROSA ST Residential 6,192.0 Slurry Seal 11/6/2024 72 100 $ 3,096.0 COACH::CROSARITO::1 CAMINO ROSARITO D/E CAMINO BAHIA AVE Residential 6,440.0 Slurry Seal 11/6/2024 75 100 $ 3,220.0 COACH::PLUMAAMARI::1 PLUMA AMARILLA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,444.0 Slurry Seal 11/6/2024 80 100 $ 3,222.0 COACH::CRUIZ::2 CALLE RUIZ AVENIDA TACUBA AVENIDA ZOCALO Residential 6,444.0 Slurry Seal 11/6/2024 85 100 $ 3,222.0 COACH::PLUMAAMARI::2 PLUMA AMARILLA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,480.0 Slurry Seal 11/6/2024 85 100 $ 3,240.0 COACH::CSEGOVIA::2 CALLE SEGOVIA CALLE MARBELLA PASEO CADIZ Residential 6,512.0 Slurry Seal 11/6/2024 85 100 $ 3,256.0 COACH::PLUMABLANC::1 PLUMA BLANCA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,516.0 Slurry Seal 11/6/2024 85 100 $ 3,258.0 COACH::SCARLETWAY::3 SCARLET WAY E SIENNA CIR FREDERICK ST Residential 6,624.0 Slurry Seal 11/6/2024 75 100 $ 3,312.0 COACH::CSEGOVIA::1 CALLE SEGOVIA PASEO BARCELONA CALLE MARBELLA Residential 6,688.0 Slurry Seal 11/6/2024 85 100 $ 3,344.0 COACH::PLAYADELAM::4 PLAYA DEL AMOR ST LOS MOCHIS AVE PUEBLO BONITO AVE Residential 6,768.0 Slurry Seal 11/6/2024 75 100 $ 3,384.0 COACH::WSIENNACIR::2 W SIENNA CIR TOPAZ CT 100' W/O SLATE DR Residential 6,804.0 Slurry Seal 11/6/2024 72 100 $ 3,402.0 COACH::LASLUNASAV::1 LAS LUNAS AVE FREDERICK ST SEDONA CT Residential 7,164.0 Slurry Seal 11/6/2024 72 100 $ 3,582.0 COACH::TRIPOLIWAY::10 TRIPOLI WAY ALLEY BAGDAD AVE Residential 7,164.0 Slurry Seal 11/6/2024 80 100 $ 3,582.0 COACH::PALMERASCR::2 PALMERAS CIR PALOMA DR MARIPOSA DR Residential 7,200.0 Slurry Seal 11/6/2024 72 100 $ 3,600.0 COACH::SHADYLN::5 SHADY LN D/E VIA MISIONERO Residential 7,224.0 Slurry Seal 11/6/2024 78 100 $ 3,612.0 COACH::CLINDA::1 CALLE LINDA CDS CALLE ROSA Residential 7,260.0 Slurry Seal 11/6/2024 72 100 $ 3,630.0 COACH::SLATEDR::1 SLATE DR 54TH AVE W SIENNA CIR Residential 7,272.0 Slurry Seal 11/6/2024 81 100 $ 3,636.0 COACH::DAMASCUSAV::3 DAMASCUS AVE SH-86 ALLEY Residential 7,296.0 Slurry Seal 11/6/2024 85 100 $ 3,648.0 COACH::CAVILA::3 CALLE AVILA CALLE PINO 53RD AVE Residential 7,400.0 Slurry Seal 11/6/2024 81 100 $ 3,700.0 COACH::PLUMAVERDE::2 PLUMA VERDE PL LAS PLUMAS CT CDS Residential 7,776.0 Slurry Seal 11/6/2024 80 100 $ 3,888.0 COACH::HUXLEYCT::1 HUXLEY CT MICHELLE DR CDS Residential 8,064.0 Slurry Seal 11/6/2024 75 100 $ 4,032.0 COACH::MICHELLEDR::2 MICHELLE DR MICHELLE DR MICHELLE DR Residential 8,100.0 Slurry Seal 11/6/2024 72 100 $ 4,050.0 COACH::JULIACT::1 JULIA CT AVENIDA ALEENAH CDS Residential 8,280.0 Slurry Seal 11/6/2024 72 100 $ 4,140.0 COACH::VERACRUZ::1 VERA CRUZ CDS PAVON PALMA Residential 8,320.0 Slurry Seal 11/6/2024 84 100 $ 4,160.0 COACH::VENICELN::1 VENICE LN HUNTINGTON AVE CDS Residential 8,352.0 Slurry Seal 11/6/2024 78 100 $ 4,176.0 COACH::CCLAVEL::2 CALLE CLAVEL CALLE VIOLETA CALLE BOUGANVILIA Residential 8,415.0 Slurry Seal 11/6/2024 78 100 $ 4,207.5 COACH::CGARDENIA::2 CALLE GARDENIA CALLE VIOLETA CALLE BOUGANVILIA Residential 8,448.0 Slurry Seal 11/6/2024 72 100 $ 4,224.0 COACH::CCLAVEL::1 CALLE CLAVEL CALLE GERANIO CALLE VIOLETA Residential 8,448.0 Slurry Seal 11/6/2024 72 100 $ 4,224.0 COACH::CGARDENIA::1 CALLE GARDENIA CALLE GERANIO CALLE VIOLETA Residential 8,481.0 Slurry Seal 11/6/2024 75 100 $ 4,240.5 COACH::SANIGNACIO::1 SAN IGNACIO AVE CHICHEN ITZA RD CALHOUN ST Residential 8,536.0 Slurry Seal 11/6/2024 84 100 $ 4,268.0 COACH::ACORTEZ::3 AVENIDA CORTEZ VIA DURANGO PASEO LAREDO Residential 8,604.0 Slurry Seal 11/6/2024 75 100 $ 4,302.0 COACH::LOSMOCHIS::1 LOS MOCHIS AVE JACKSON ST PLAYA DEL AMOR ST Residential 8,624.0 Slurry Seal 11/6/2024 78 100 $ 4,312.0 COACH::AELFAROL::2 AVENIDA EL FAROL CALLE SANBORN CALLE RUIZ Residential 8,640.0 Slurry Seal 11/6/2024 85 100 $ 4,320.0 COACH::AELFAROL::1 AVENIDA EL FAROL CALLE BALDERAS CALLE SANBORN Residential 8,640.0 Slurry Seal 11/6/2024 85 100 $ 4,320.0 COACH::50THAVEW::6 50TH AVE BALBOA ST AVENIDA DE ORO Arterial 4,356.0 Microsurfacing 11/6/2024 72 100 $ 4,356.0 COACH::PUERTECITO::1 PUERTECITOS AVE JACKSON ST PLAYA DEL AMOR ST Residential 8,756.0 Slurry Seal 11/6/2024 81 100 $ 4,378.0 COACH::HUNTINGTON::2 HUNTINGTON AVE MONARCH RD HERMOSA BLVD Residential 9,000.0 Slurry Seal 11/6/2024 72 100 $ 4,500.0 COACH::CHRISTINA::4 CHRISTINA RD TOMAS LN RIGO CT Residential 9,108.0 Slurry Seal 11/6/2024 75 100 $ 4,554.0 COACH::ADELROBLE::2 AVENIDA DEL ROBLE AVENIDA DEL ROBLE AVENIDA YUCATECO Residential 9,120.0 Slurry Seal 11/6/2024 85 100 $ 4,560.0 COACH::CHRISTINA::3 CHRISTINA RD ANDREA LN TOMAS LN Residential 9,144.0 Slurry Seal 11/6/2024 81 100 $ 4,572.0 COACH::PLUMANEGRA::1 PLUMA NEGRA CT PLUMA VERDE PL PLUMA BLANCA PL Residential 9,180.0 Slurry Seal 11/6/2024 74 100 $ 4,590.0 COACH::CIELOVICTR::1 CIELO VICTORIA ST MARIANA AVE 48TH AVE Residential 9,200.0 Slurry Seal 11/6/2024 72 100 $ 4,600.0 COACH::HERMOSABL::1 HERMOSA BLVD HUNTINGTON AVE LA JOLLA AVE Residential 9,216.0 Slurry Seal 11/6/2024 78 100 $ 4,608.0 COACH::SLATEDR::2 SLATE DR W SIENNA CIR SCARLET WAY Residential 9,252.0 Slurry Seal 11/6/2024 72 100 $ 4,626.0 COACH::CROSA::1 CALLE ROSA CALLE LOS HERMANOS CALLE BONITA Residential 9,360.0 Slurry Seal 11/6/2024 72 100 $ 4,680.0 COACH::PLUMAAZUL::2 PLUMA AZUL CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.0 Slurry Seal 11/6/2024 80 100 $ 4,680.0 COACH::FREDERICK::20 FREDERICK ST 140' S/O LAS LUNAS AVE LAS LUNAS AVE Residential 9,372.0 Slurry Seal 11/6/2024 84 100 $ 4,686.0 COACH::CFELIZ::1 CALLE FELIZ CALLE LOS HERMANOS CALLE BONITA Residential 9,396.0 Slurry Seal 11/6/2024 72 100 $ 4,698.0 COACH::MONARCHRD::2 MONARCH RD MANHATTAN AVE HUNTINGTON AVE Residential 9,396.0 Slurry Seal 11/6/2024 75 100 $ 4,698.0 COACH::MONARCHRD::1 MONARCH RD CAPITOLA AVE MANHATTAN AVE Residential 9,396.0 Slurry Seal 11/6/2024 78 100 $ 4,698.0 COACH::LACOSTAAVE::1 LA COSTA AVE ESTRELLA PEDRO ST LA PLAYA ST Residential 9,520.0 Slurry Seal 11/6/2024 75 100 $ 4,760.0 COACH::ANDREALN::1 ANDREA LN JULIA DR LINDA AVE Residential 9,620.0 Slurry Seal 11/6/2024 84 100 $ 4,810.0 COACH::CHANNINGCT::1 CHANNING CT AVENIDA MARIA CDS Residential 9,720.0 Slurry Seal 11/6/2024 72 100 $ 4,860.0 COACH::DATEAVE::6 DATE AVE MEDINA AVE DAMASCUS AVE Residential 9,720.0 Slurry Seal 11/6/2024 74 100 $ 4,860.0 COACH::CCERVANTES::2 CALLE CERVANTES CALLE LARRIVA CALLE CHAVEZ Residential 9,792.0 Slurry Seal 11/6/2024 72 100 $ 4,896.0 COACH::CANABELLA::1 CALLE ANABELLA AVENIDA MARIA AVENIDA CRYSTAL Residential 9,900.0 Slurry Seal 11/6/2024 72 100 $ 4,950.0 COACH::KINGCT::1 KING CT CDS WASHINGTONIA AVE Residential 10,016.0 Slurry Seal 11/6/2024 78 100 $ 5,008.0 COACH::CHICHENITZ::1 CHICHEN ITZA RD PUERTO ESCONDIDO AVE IXTAPA AVE Residential 10,080.0 Slurry Seal 11/6/2024 72 100 $ 5,040.0 COACH::CCOLIMA::2 CALLE COLIMA LUNA DE NICOLETA ST CAMINO MAYA Residential 10,080.0 Slurry Seal 11/6/2024 72 100 $ 5,040.0 COACH::CFLORENA::3 CALLE FLORENA AVENIDA GRACE AVENIDA ALEENAH Residential 10,080.0 Slurry Seal 11/6/2024 72 100 $ 5,040.0 COACH::CCOLIMA::4 CALLE COLIMA CAMINO REAL LA PLAYA ST Residential 10,080.0 Slurry Seal 11/6/2024 72 100 $ 5,040.0 COACH::AGUABLANCA::2 AGUA BLANCA AVE LUNA DE NICOLETA ST CAMINO MAYA Residential 10,080.0 Slurry Seal 11/6/2024 72 100 $ 5,040.0 COACH::AGUABLANCA::4 AGUA BLANCA AVE CAMINO REAL CHICHEN ITZA RD Residential 10,080.0 Slurry Seal 11/6/2024 75 100 $ 5,040.0 COACH::CCOLIMA::3 CALLE COLIMA CAMINO MAYA CAMINO REAL Residential 10,080.0 Slurry Seal 11/6/2024 75 100 $ 5,040.0 COACH::PUEBLOBONI::1 PUEBLO BONITO AVE PLAYA DEL AMOR ST EL ACRO ST Residential 10,080.0 Slurry Seal 11/6/2024 78 100 $ 5,040.0 COACH::PLAYADELAM::5 PLAYA DEL AMOR ST PUEBLO BONITO AVE EL GRECO AVE Residential 10,080.0 Slurry Seal 11/6/2024 84 100 $ 5,040.0 COACH::CTECHA::4 CALLE TECHA CALLE ROBERTO CALLE VERDE Residential 10,240.0 Slurry Seal 11/6/2024 72 100 $ 5,120.0 COACH::SH-86N::11 SH-86 BAGDAD AVE BAGDAD AVE Arterial 5,120.0 Microsurfacing 11/6/2024 81 100 $ 5,120.0 COACH::CPUERTADEL::1 CALLE PUERTA DEL SOL 50TH AVE AVENIDA VERANO Residential 10,272.0 Slurry Seal 11/6/2024 78 100 $ 5,136.0 COACH::CROSA::2 CALLE ROSA CALLE BONITA CALLE LINDA Residential 10,332.0 Slurry Seal 11/6/2024 72 100 $ 5,166.0 COACH::COCASO::2 CALLE OCASO CORTE ECLIPSE CORTE ESTIVO Residential 10,360.0 Slurry Seal 11/6/2024 72 100 $ 5,180.0 COACH::COCASO::1 CALLE OCASO AVENIDA VERANO CORTE ECLIPSE Residential 10,360.0 Slurry Seal 11/6/2024 78 100 $ 5,180.0 COACH::VIATEPEYAC::2 VIA TEPEYAC TEPEYAC CT SHADY LN Residential 10,368.0 Slurry Seal 11/6/2024 72 100 $ 5,184.0 COACH::SANASISDR::3 SAN ASIS DR CALLE TOLOSA SAN CAPISTRANO DR Residential 10,400.0 Slurry Seal 11/6/2024 75 100 $ 5,200.0 COACH::AGUABLANCA::1 AGUA BLANCA AVE AGUA CALIENTE ST LUNA DE NICOLETA ST Residential 10,440.0 Slurry Seal 11/6/2024 72 100 $ 5,220.0 COACH::CCOLIMA::1 CALLE COLIMA AGUA CALIENTE ST LUNA DE NICOLETA ST Residential 10,440.0 Slurry Seal 11/6/2024 72 100 $ 5,220.0 COACH::PLAYADELAM::1 PLAYA DEL AMOR ST CAMINO BAHIA AVE PUERTECITOS AVE Residential 10,440.0 Slurry Seal 11/6/2024 75 100 $ 5,220.0 COACH::PLUMADORAD::1 PLUMA DORADA CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.0 Slurry Seal 11/6/2024 74 100 $ 5,238.0 COACH::PLUMAAZUL::1 PLUMA AZUL CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.0 Slurry Seal 11/6/2024 80 100 $ 5,238.0 COACH::PLUMAAZUL::3 PLUMA AZUL CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.0 Slurry Seal 11/6/2024 80 100 $ 5,238.0 COACH::ESIENNACIR::1 E SIENNA CIR SCARLET WAY INDIGO CT Residential 10,476.0 Slurry Seal 11/6/2024 81 100 $ 5,238.0 COACH::PLUMADORAD::3 PLUMA DORADA CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.0 Slurry Seal 11/6/2024 85 100 $ 5,238.0 COACH::ROYALCT::1 ROYAL CT CDS WASHINGTONIA AVE Residential 10,540.0 Slurry Seal 11/6/2024 75 100 $ 5,270.0 COACH::52NDAVEW::18 52ND AVE CALLE TORRES ORDUNO DOUMA CT Arterial 5,278.0 Microsurfacing 11/6/2024 72 100 $ 5,278.0 COACH::ELCASTILLO::1 EL CASTILLO RD TODOS SANTOS AVE CAMINO LAS BRISAS Residential 10,640.0 Slurry Seal 11/6/2024 78 100 $ 5,320.0 COACH::ELARCOST::1 EL ARCO ST LOS CABOS AVE TODOS SANTOS AVE Residential 10,640.0 Slurry Seal 11/6/2024 78 100 $ 5,320.0 COACH::PASEOBARCE::2 PASEO BARCELONA VIA MERIDA CALLE SEGOVIA Residential 10,656.0 Slurry Seal 11/6/2024 85 100 $ 5,328.0 COACH::QUEENCT::1 QUEEN CT CDS WASHINGTONIA AVE Residential 10,778.0 Slurry Seal 11/6/2024 75 100 $ 5,389.0 COACH::CSEVILLE::1 CALLE SEVILLE PASEO BARCELONA PASEO CADIZ Residential 10,800.0 Slurry Seal 11/6/2024 74 100 $ 5,400.0 COACH::SANASISDR::1 SAN ASIS DR CDS SOLEDAD PL Residential 10,800.0 Slurry Seal 11/6/2024 75 100 $ 5,400.0 COACH::INDIGOCT::1 INDIGO CT CDS E SIENNA CIR Residential 10,944.0 Slurry Seal 11/6/2024 78 100 $ 5,472.0 F1
Item 21.
Asset Id Name Start Location End Location Functional
Classification Area Treatment Name
Maintenance
Date
PCI Before
Treatment
PCI After
Treatment
Treatment Cost
COACH::52NDAVE::22 52ND AVE NELSON ST DATE AVE Arterial 5,500.0 Microsurfacing 11/6/2024 75 100 $ 5,500.0 COACH::PUEBLOBONI::3 PUEBLO BONITO AVE EL CASTILLO RD TAXCO AVE Residential 11,016.0 Slurry Seal 11/6/2024 81 100 $ 5,508.0 COACH::CHICHENITZ::4 CHICHEN ITZA RD SAN IGNACIO AVE AGUA BLANCA AVE Residential 11,196.0 Slurry Seal 11/6/2024 84 100 $ 5,598.0 COACH::CROSARITO::2 CAMINO ROSARITO CAMINO BAHIA AVE LOS CABOS AVE Residential 11,200.0 Slurry Seal 11/6/2024 75 100 $ 5,600.0 COACH::TAXCOAVE::1 TAXCO AVE PUEBLO BONITO AVE EL GRECO AVE Residential 11,200.0 Slurry Seal 11/6/2024 84 100 $ 5,600.0 COACH::LASLUNASAV::2 LAS LUNAS AVE SEDONA CT MESA CT Residential 11,376.0 Slurry Seal 11/6/2024 75 100 $ 5,688.0 COACH::SUNCRESTST::3 SUNCREST ST SUNDANCE LN SUNDOWN LN Residential 11,440.0 Slurry Seal 11/6/2024 75 100 $ 5,720.0 COACH::LASLUNASAV::4 LAS LUNAS AVE RIO RANCHO CT LAS CRUCES ST Residential 11,556.0 Slurry Seal 11/6/2024 75 100 $ 5,778.0 COACH::LAJOLLAAVE::2 LA JOLLA AVE HERMOSA BLVD ZUMA DR Residential 11,736.0 Slurry Seal 11/6/2024 72 100 $ 5,868.0 COACH::9THST::3 9TH ST VINE AVE SHADY LN Collector 5,880.0 Microsurfacing 11/6/2024 84 100 $ 5,880.0 COACH::ACORTEZ::4 AVENIDA CORTEZ PASEO LAREDO CALLE LEON Residential 11,952.0 Slurry Seal 11/6/2024 75 100 $ 5,976.0 COACH::LAPONDEROS::1 LA PONDEROSA DR 52ND AVE NAOMI CT Residential 12,204.0 Slurry Seal 11/6/2024 81 100 $ 6,102.0 COACH::CROJO::8 CALLE ROJO CALLE CAMACHO CESAR CHAVEZ ST Residential 12,320.0 Slurry Seal 11/6/2024 81 100 $ 6,160.0 COACH::LAJOLLAAVE::1 LA JOLLA AVE CDS HERMOSA BLVD Residential 12,780.0 Slurry Seal 11/6/2024 75 100 $ 6,390.0 COACH::PEDRODR::1 PEDRO DR TOMAS LN AVENIDA DEL PARQUE Residential 12,816.0 Slurry Seal 11/6/2024 78 100 $ 6,408.0 COACH::CROJO::7 CALLE ROJO CALLE AVILA CALLE CAMACHO Residential 12,960.0 Slurry Seal 11/6/2024 75 100 $ 6,480.0 COACH::CZAMORA::1 CALLE ZAMORA CALLE EMPALME CALLE TECHA Residential 13,356.0 Slurry Seal 11/6/2024 72 100 $ 6,678.0 COACH::CCINDARELA::1 CORTE CINDARELLA CDS AVENIDA ADOBE Residential 13,360.0 Slurry Seal 11/6/2024 84 100 $ 6,680.0 COACH::SHADYLN::2 SHADY LN AVENIDA YUCATECO AVENIDA TACUBA Residential 13,440.0 Slurry Seal 11/6/2024 80 100 $ 6,720.0 COACH::52NDAVE::23 52ND AVE DATE AVE LAS PALMAS ST Arterial 6,952.0 Microsurfacing 11/6/2024 81 100 $ 6,952.0 COACH::ANDREALN::4 ANDREA LN '45' N/O CHRISTINA RD CDS Residential 13,949.0 Slurry Seal 11/6/2024 84 100 $ 6,974.5 COACH::CAVILA::2 CALLE AVILA CALLE NOGAL CALLE PINO Residential 13,960.0 Slurry Seal 11/6/2024 81 100 $ 6,980.0 COACH::SOLDELINDA::1 SOL DE LINDA ST PLAZA DE ORO AVE MARIANA AVE Residential 14,000.0 Slurry Seal 11/6/2024 72 100 $ 7,000.0 COACH::CECLIPSE::1 CORTE ECLIPSE CALLE OCASO CDS Residential 14,134.0 Slurry Seal 11/6/2024 72 100 $ 7,067.0 COACH::HUNTINGTON::1 HUNTINGTON AVE VENICE LN MONARCH RD Residential 14,400.0 Slurry Seal 11/6/2024 81 100 $ 7,200.0 COACH::52NDAVEE::7 52ND AVE CALLE TORRES ORDUNO CALLE EMPALME Arterial 1,456.0 1.5" Thin Overlay 11/6/2024 57 100 $ 7,280.0 COACH::AMETHYSTCT::1 AMETHYST CT CDS SCARLET WAY Residential 14,760.0 Slurry Seal 11/6/2024 81 100 $ 7,380.0 COACH::PEDRODR::2 PEDRO DR AVENIDA DEL PARQUE AVENIDA ADOBE Residential 14,796.0 Slurry Seal 11/6/2024 72 100 $ 7,398.0 COACH::52NDAVEW::17 52ND AVE CALLE EMPALME CALLE TORRES ORDUNO Arterial 1,482.0 1.5" Thin Overlay 11/6/2024 60 100 $ 7,410.0 COACH::TODOSSANTO::3 TODOS SANTOS AVE 420' W/O CAMINO CORTEZ CAMINO CORTEZ Residential 15,048.0 Slurry Seal 11/6/2024 72 100 $ 7,524.0 COACH::SCARLETWAY::2 SCARLET WAY SAPPHIRE LN E SIENNA CIR Residential 15,156.0 Slurry Seal 11/6/2024 72 100 $ 7,578.0 COACH::CLEON::1 CALLE LEON CALLE DE VEGA AVENIDA CORTEZ Residential 15,280.0 Slurry Seal 11/6/2024 84 100 $ 7,640.0 COACH::CELALBA::1 CORTE EL ALBA CDS CALLE EL SOL Residential 15,392.0 Slurry Seal 11/6/2024 78 100 $ 7,696.0 COACH::SOLEDADPL::1 SOLEDAD PL SAN ASIS DR SANTO LN Residential 15,400.0 Slurry Seal 11/6/2024 72 100 $ 7,700.0 COACH::CPIZANO::2 CALLE PIZANO COURTE STELLA CALLE MENDOZA Residential 15,444.0 Slurry Seal 11/6/2024 72 100 $ 7,722.0 COACH::SHADYLN::8 SHADY LN GUADALUPANA CT VIA TEPEYAC Residential 15,456.0 Slurry Seal 11/6/2024 81 100 $ 7,728.0 COACH::SHADYLN::6 SHADY LN VIA MISIONERO DIEGO CT Residential 15,456.0 Slurry Seal 11/6/2024 84 100 $ 7,728.0 COACH::GUADALUPAN::1 GUADALUPANA CT CDS SHADY LN Residential 15,624.0 Slurry Seal 11/6/2024 72 100 $ 7,812.0 COACH::DIEGOCT::1 DIEGO CT CDS SHADY LN Residential 15,624.0 Slurry Seal 11/6/2024 81 100 $ 7,812.0 COACH::SHADYLN::7 SHADY LN DIEGO CT GUADALUPANA CT Residential 15,960.0 Slurry Seal 11/6/2024 75 100 $ 7,980.0 COACH::PLAZADEORO::1 PLAZA DE ORO AVE SOL DE LINDA ST LUNA DE NICOLETA ST Residential 15,984.0 Slurry Seal 11/6/2024 72 100 $ 7,992.0 COACH::CREAL::2 CAMINO REAL CAMINO PELICANO CALLE COLIMA Residential 16,056.0 Slurry Seal 11/6/2024 78 100 $ 8,028.0 COACH::RIORANCHO::1 RIO RANCHO CT LAS LUNAS AVE CDS Residential 16,200.0 Slurry Seal 11/6/2024 75 100 $ 8,100.0 COACH::SEDONACT::1 SEDONA CT LAS LUNAS AVE CDS Residential 16,200.0 Slurry Seal 11/6/2024 75 100 $ 8,100.0 COACH::MESACT::1 MESA CT LAS LUNAS AVE CDS Residential 16,200.0 Slurry Seal 11/6/2024 78 100 $ 8,100.0 COACH::CBOUGANVIL::3 CALLE BOUGANVILIA EL SOL ST CALLE GARDENIA Residential 16,272.0 Slurry Seal 11/6/2024 72 100 $ 8,136.0 COACH::TOMASLN::2 TOMAS LN CHRISTINA RD PEDRO DR Residential 16,308.0 Slurry Seal 11/6/2024 78 100 $ 8,154.0 COACH::LAPLAYAST::4 LA PLAYA ST EL MAR AVE LA COSTA AVE Residential 16,380.0 Slurry Seal 11/6/2024 78 100 $ 8,190.0 COACH::SANSOLANO::1 SAN SOLANO RD SAN ASIS DR SAGRADO DR Residential 16,400.0 Slurry Seal 11/6/2024 72 100 $ 8,200.0 COACH::AMARIA::2 AVENIDA MARIA CALLE DANIELLE CALLE ANABELLA Residential 16,401.0 Slurry Seal 11/6/2024 72 100 $ 8,200.5 COACH::PASEOMADRI::1 PASEO MADRID VIA VALENCIA CALLE GRANADA Residential 16,500.0 Slurry Seal 11/6/2024 85 100 $ 8,250.0 COACH::CPINO::1 CALLE PINO CALLE OLIVO CALLE AVILA Residential 16,740.0 Slurry Seal 11/6/2024 84 100 $ 8,370.0 COACH::CNOGAL::1 CALLE NOGAL CALLE OLIVO CALLE AVILA Residential 16,740.0 Slurry Seal 11/6/2024 84 100 $ 8,370.0 COACH::PLUMAGRIS::1 PLUMA GRIS PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.0 Slurry Seal 11/6/2024 85 100 $ 8,442.0 COACH::DAMASCUSAV::4 DAMASCUS AVE ALLEY TRIPOLI WAY Residential 16,910.0 Slurry Seal 11/6/2024 74 100 $ 8,455.0 COACH::ELCASTILLO::2 EL CASTILLO RD CAMINO LAS BRISAS PUEBLO BONITO AVE Residential 17,024.0 Slurry Seal 11/6/2024 78 100 $ 8,512.0 COACH::SH-86N::7 SH-86 ALLEY CAIRO AVE Arterial 8,560.0 Microsurfacing 11/6/2024 78 100 $ 8,560.0 COACH::PEREZST::3 PEREZ ST ORTIZ ST HERNANDEZ ST Residential 17,240.0 Slurry Seal 11/6/2024 81 100 $ 8,620.0 COACH::MAZATLANDR::8 MAZATLAN DR MAZATLAN DR PARKING LOOP MAZATLAN DR PARKING LOOP Residential 17,280.0 Slurry Seal 11/6/2024 81 100 $ 8,640.0 COACH::ORTIZST::1 ORTIZ ST PEREZ ST HERNANDEZ ST Residential 17,680.0 Slurry Seal 11/6/2024 84 100 $ 8,840.0 COACH::AIRPORTBL::5 AIRPORT BLVD 1395' W/O FILLMORE ST 1215' W/O FILLMORE ST Collector 8,900.0 Microsurfacing 11/6/2024 81 100 $ 8,900.0 COACH::CSANBORN::2 CALLE SANBORN AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,000.0 Slurry Seal 11/6/2024 85 100 $ 9,000.0 COACH::CBALDERAS::2 CALLE BALDERAS AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,072.0 Slurry Seal 11/6/2024 80 100 $ 9,036.0 COACH::52NDAVEE::5 52ND AVE DOUMA ST DOUMA CT Arterial 9,412.0 Microsurfacing 11/6/2024 72 100 $ 9,412.0 COACH::ADELPARQUE::3 AVENIDA DEL PARQUE COURTE DEL PARQUE AVENIDA DE ORO Residential 18,880.0 Slurry Seal 11/6/2024 84 100 $ 9,440.0 COACH::SHADYLN::9 SHADY LN VIA TEPEYAC 53RD AVE Residential 19,488.0 Slurry Seal 11/6/2024 78 100 $ 9,744.0 COACH::DATEAVE::2 DATE AVE ARABY AVE ARABY AVE Residential 2,016.0 1.5" Thin Overlay 11/6/2024 56 100 $ 10,080.0 COACH::AGUACALIEN::2 AGUA CALIENTE ST CAMINO LAS BRISAS CALLE COLIMA Residential 20,202.0 Slurry Seal 11/6/2024 72 100 $ 10,101.0 COACH::VALLEYRD::8 VALLEY RD DOS PALMAS AVE CYPRESS ST Collector 10,400.0 Microsurfacing 11/6/2024 74 100 $ 10,400.0 COACH::LAPONDEROS::3 LA PONDEROSA DR HERNANDEZ ST CDS Residential 4,140.0 Slurry Seal 11/6/2025 84 100 $ 2,070.0 COACH::PLUMABLANC::2 PLUMA BLANCA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,408.0 Slurry Seal 11/6/2025 85 100 $ 3,204.0 COACH::CHRISTINA::1 CHRISTINA RD FREDERICK ST ANDREA LN Residential 6,480.0 Slurry Seal 11/6/2025 84 100 $ 3,240.0 COACH::PLUMAVERDE::1 PLUMA VERDE PL CDS LAS PLUMAS CT Residential 7,776.0 Slurry Seal 11/6/2025 85 100 $ 3,888.0 COACH::HORNBLEND::1 HORNBLEND ST 50TH AVE JADEROCK RD Residential 8,436.0 Slurry Seal 11/6/2025 84 100 $ 4,218.0 COACH::AZOCALO::1 AVENIDA ZOCALO CALLE BALDERAS CALLE SANBORN Residential 8,640.0 Slurry Seal 11/6/2025 85 100 $ 4,320.0 COACH::AZOCALO::2 AVENIDA ZOCALO CALLE SANBORN CALLE RUIZ Residential 8,640.0 Slurry Seal 11/6/2025 85 100 $ 4,320.0 COACH::CRUIZ::1 CALLE RUIZ AVENIDA YUCATECO AVENIDA TACUBA Residential 8,640.0 Slurry Seal 11/6/2025 85 100 $ 4,320.0 COACH::AYUCATECO::2 AVENIDA YUCATECO AVENIDA DEL ROBLE SHADY LN Residential 8,917.0 Slurry Seal 11/6/2025 85 100 $ 4,458.5 COACH::PLUMADORAD::2 PLUMA DORADA CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.0 Slurry Seal 11/6/2025 85 100 $ 4,680.0 COACH::CCARRASCO::2 CALLE CARRASCO CALLE CHAVEZ CALLE YSIANO Residential 9,576.0 Slurry Seal 11/6/2025 84 100 $ 4,788.0 COACH::CMARBELLA::1 CALLE MARBELLA CALLE SEGOVIA VIA VALENCIA Residential 11,154.0 Slurry Seal 11/6/2025 85 100 $ 5,577.0 COACH::52NDAVEE::12 52ND AVE CALLE AVILA CALLE AVILA Arterial 1,508.0 1.5" Thin Overlay 11/6/2025 63 100 $ 7,540.0 COACH::PASEOLARED::2 PASEO LAREDO CALLE DE VEGA AVENIDA CORTEZ Residential 15,280.0 Slurry Seal 11/6/2025 84 100 $ 7,640.0 COACH::PLUMAROJA::1 PLUMA ROJA PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.0 Slurry Seal 11/6/2025 85 100 $ 8,442.0 COACH::CEMPALME::1 CALLE EMPALME BELLISSIMA AVE 53RD AVE Residential 18,720.0 Slurry Seal 11/6/2025 84 100 $ 9,360.0 COACH::SHADYLN::1 SHADY LN 54TH AVE AVENIDA YUCATECO Residential 19,992.0 Slurry Seal 11/6/2025 85 100 $ 9,996.0 COACH::VALLEYRD::6 VALLEY RD LAS PALMAS ST OASIS PALM AVE Collector 10,400.0 Microsurfacing 11/6/2025 75 100 $ 10,400.0 COACH::CVIOLETA::1 CALLE VIOLETA CALLE CLAVEL CALLE GARDENIA Residential 20,856.0 Slurry Seal 11/6/2025 72 100 $ 10,428.0 COACH::52NDAVE::43 52ND AVE 5300' E/O FILLMORE ST CITY LIMITS Rural 13,515.0 Chip Seal 11/6/2025 72 100 $ 10,812.0 COACH::AIRPORTBL::7 AIRPORT BLVD 1085' W/O FILLMORE ST 860' W/O FILLMORE ST Collector 11,300.0 Microsurfacing 11/6/2025 84 100 $ 11,300.0 COACH::52NDAVE::27 52ND AVE CYPRESS ST SHADY LN Arterial 11,440.0 Microsurfacing 11/6/2025 75 100 $ 11,440.0 COACH::52NDAVE::26 52ND AVE DOS PALMAS AVE CYPRESS ST Arterial 11,440.0 Microsurfacing 11/6/2025 75 100 $ 11,440.0 COACH::LASCRUCES::2 LAS CRUCES ST LA LUNAS AVE 49TH AVE Residential 23,292.0 Slurry Seal 11/6/2025 75 100 $ 11,646.0 COACH::CDIEGO::2 CALLE DIEGO VIA SANTIAGO CALLE LEANDRO Residential 23,664.0 Slurry Seal 11/6/2025 78 100 $ 11,832.0 COACH::CSANBORN::1 CALLE SANBORN AVENIDA DEL ROBLE AVENIDA ZOCALO Residential 23,796.0 Slurry Seal 11/6/2025 74 100 $ 11,898.0 COACH::CEMPALME::2 CALLE EMPALME 53RD AVE CALLE ZAMORA Residential 23,796.0 Slurry Seal 11/6/2025 75 100 $ 11,898.0 COACH::AYUCATECO::1 AVENIDA YUCATECO CALLE RUIZ AVENIDA DEL ROBLE Residential 25,160.0 Slurry Seal 11/6/2025 80 100 $ 12,580.0 COACH::TRIPOLIWAY::9 TRIPOLI WAY DAMASCUS AVE 70' N/O DAMASCUS AVE Residential 2,556.0 1.5" Thin Overlay 11/6/2025 62 100 $ 12,780.0 COACH::VIASANTIAG::1 VIA SANTIAGO CDS CALLE DIEGO Residential 2,556.0 1.5" Thin Overlay 11/6/2025 63 100 $ 12,780.0 COACH::CVERDE::2 CALLE VERDE CALLE TECHA CALLE AVILA Collector 12,960.0 Microsurfacing 11/6/2025 72 100 $ 12,960.0 COACH::CEMPALME::3 CALLE EMPALME CALLE VERDE CALLE ROJO Residential 25,920.0 Slurry Seal 11/6/2025 72 100 $ 12,960.0 COACH::CCAMACHO::4 CALLE CAMACHO CALLE VERDE CALLE ROJO Residential 25,920.0 Slurry Seal 11/6/2025 72 100 $ 12,960.0 COACH::CVERDE::1 CALLE VERDE CALLE EMPALME CALLE TECHA Collector 12,960.0 Microsurfacing 11/6/2025 75 100 $ 12,960.0 COACH::LUNADENICO::1 LUNA DE NICOLETA ST AGUA BLANCA AVE CALLE COLIMA Residential 26,136.0 Slurry Seal 11/6/2025 72 100 $ 13,068.0 COACH::CCAMACHO::1 CALLE CAMACHO D/E 53RD AVE Residential 26,400.0 Slurry Seal 11/6/2025 78 100 $ 13,200.0 COACH::CCAMACHO::3 CALLE CAMACHO CALLE ZAMORA CALLE VERDE Residential 26,440.0 Slurry Seal 11/6/2025 75 100 $ 13,220.0 COACH::CTECHA::1 CALLE TECHA 53RD AVE CALLE ZAMORA Residential 26,440.0 Slurry Seal 11/6/2025 75 100 $ 13,220.0 COACH::CCAMACHO::2 CALLE CAMACHO 53RD AVE CALLE ZAMORA Residential 26,440.0 Slurry Seal 11/6/2025 78 100 $ 13,220.0 COACH::CORONADOST::1 CORONADO ST D/E 50TH AVE Residential 26,840.0 Slurry Seal 11/6/2025 72 100 $ 13,420.0 COACH::KENMOREST::1 KENMORE ST D/E 50TH AVE Residential 26,880.0 Slurry Seal 11/6/2025 72 100 $ 13,440.0 COACH::SLATEDR::3 SLATE DR SCARLET WAY N SIENNA CIR Residential 27,432.0 Slurry Seal 11/6/2025 72 100 $ 13,716.0 COACH::CLASBRISAS::1 CAMINO LAS BRISAS EL CASTILLO RD AGLIA CALIENTE ST Residential 27,576.0 Slurry Seal 11/6/2025 72 100 $ 13,788.0 COACH::52NDAVE::21 52ND AVE MORGAN AVE NELSON ST Arterial 13,800.0 Microsurfacing 11/6/2025 72 100 $ 13,800.0 COACH::CBALDERAS::1 CALLE BALDERAS 54TH AVE AVENIDA ZOCALO Residential 28,188.0 Slurry Seal 11/6/2025 80 100 $ 14,094.0 COACH::DILLONRD::10 DILLON RD 800' S/O VISTA DEL NORTE 650' S/O VISTA DEL NORTE Arterial 14,208.0 Microsurfacing 11/6/2025 78 100 $ 14,208.0 COACH::PASEOCADIZ::1 PASEO CADIZ CALLE SEVILLE CALLE SEGOVIA Residential 28,872.0 Slurry Seal 11/6/2025 85 100 $ 14,436.0 F2
Item 21.
Asset Id Name Start Location End Location Functional
Classification Area Treatment Name
Maintenance
Date
PCI Before
Treatment
PCI After
Treatment
Treatment Cost
COACH::AADOBE::11 AVENIDA ADOBE CHRISTINA RD 45' N/O CHRISTINA RD Residential 1,620.0 3" Mill & Overlay 11/6/2025 42 100 $ 14,580.0 COACH::AADOBE::9 AVENIDA ADOBE LINDA AVE 215' S/O CHRISTINA RD Residential 1,620.0 3" Mill & Overlay 11/6/2025 43.5 100 $ 14,580.0 COACH::GRAPEFRUIT::1 GRAPEFRUIT BLVD CITY LIMITS 3310' S/O 54TH AVE Arterial 14,905.0 Microsurfacing 11/6/2025 75 100 $ 14,905.0 COACH::CSOLEDAD::1 CALLE SOLEDAD VIA MISIONERO VIA TEPEYAC Residential 31,248.0 Slurry Seal 11/6/2025 72 100 $ 15,624.0 COACH::52NDAVEW::14 52ND AVE CALLE TECHA CALLE TECHA Arterial 3,146.0 1.5" Thin Overlay 11/6/2025 60 100 $ 15,730.0 COACH::SH-111S::9 SH-111 5TH ST 6TH ST Arterial 16,250.0 Microsurfacing 11/6/2025 80 100 $ 16,250.0 COACH::SH-111S::8 SH-111 4TH ST 5TH ST Arterial 16,250.0 Microsurfacing 11/6/2025 80 100 $ 16,250.0 COACH::ELGRECOAVE::1 EL GRECO AVE PLAYA DEL AMOR ST TAXCO AVE Residential 32,908.0 Slurry Seal 11/6/2025 72 100 $ 16,454.0 COACH::54THAVEE::4 54TH AVE SH-86 CALLE BALDERAS Arterial 16,605.0 Microsurfacing 11/6/2025 84 100 $ 16,605.0 COACH::AREFORMA::1 AVENIDA REFORMA CALLE RUIZ SHADY LN Residential 33,300.0 Slurry Seal 11/6/2025 80 100 $ 16,650.0 COACH::CVERDE::5 CALLE VERDE CESAR CHAVEZ ST SH-86 Collector 3,400.0 1.5" Thin Overlay 11/6/2025 63 100 $ 17,000.0 COACH::ATACUBA::1 AVENIDA TACUBA CALLE RUIZ SHADY LN Residential 34,151.0 Slurry Seal 11/6/2025 85 100 $ 17,075.5 COACH::ADELROBLE::1 AVENIDA DEL ROBLE CALLE SANBORN AVENIDA DEL ROBLE Residential 35,074.0 Slurry Seal 11/6/2025 85 100 $ 17,537.0 COACH::ADELPRADO::1 AVENIDA DEL PRADO CALLE RUIZ SHADY LN Residential 35,226.0 Slurry Seal 11/6/2025 85 100 $ 17,613.0 COACH::AVENUE49::1 AVENUE 49 CALHOUN ST GARNET RIDGE ST Collector 17,784.0 Microsurfacing 11/6/2025 75 100 $ 17,784.0 COACH::NICKLECREK::1 NICKLECREEK DR COPPERIDGE ST CINNABAR LN Residential 36,593.0 Slurry Seal 11/6/2025 72 100 $ 18,296.5 COACH::JULIADR::1 JULIA DR ANDREA LN AVENIDA ADOBE Residential 36,756.0 Slurry Seal 11/6/2025 72 100 $ 18,378.0 COACH::LINDAAVE::1 LINDA AVE ANDREA LN AVENIDA ADOBE Residential 36,756.0 Slurry Seal 11/6/2025 75 100 $ 18,378.0 COACH::SH-111S::5 SH-111 1ST ST 2ND ST Arterial 18,750.0 Microsurfacing 11/6/2025 80 100 $ 18,750.0 COACH::SH-111S::6 SH-111 2ND ST 3RD ST Arterial 18,750.0 Microsurfacing 11/6/2025 85 100 $ 18,750.0 COACH::AIRPORTBL::9 AIRPORT BLVD FILLMORE ST CITY LIMITS Collector 18,760.0 Microsurfacing 11/6/2025 78 100 $ 18,760.0 COACH::SH-111S::12 SH-111 8TH ST 9TH ST Arterial 18,900.0 Microsurfacing 11/6/2025 85 100 $ 18,900.0 COACH::PARKLN::3 PARK LN 130' W/O SH-111 SH-111 Arterial 3,810.0 1.5" Thin Overlay 11/6/2025 63 100 $ 19,050.0 COACH::CZAMORA::5 CALLE ZAMORA CESAR CHAVEZ ST SH-86 Residential 3,852.0 1.5" Thin Overlay 11/6/2025 63 100 $ 19,260.0 COACH::CFLORENA::2 CALLE FLORENA AVENIDA ALEENAH 110' N/O AVENIDA ALEENAH Residential 3,924.0 1.5" Thin Overlay 11/6/2025 60 100 $ 19,620.0 COACH::CSTELLA::1 CORTE STELLA CALLE PIZANO CDS Residential 3,993.0 1.5" Thin Overlay 11/6/2025 60 100 $ 19,965.0 COACH::52NDAVEW::9 52ND AVE SH-86 CESAR CHAVEZ ST Arterial 2,236.0 3" Mill & Overlay 11/6/2025 43.5 100 $ 20,124.0 COACH::PROSECCO::2 PROSECCO WAY RODREJO WAY PROSECCO WAY Residential 4,064.0 1.5" Thin Overlay 11/6/2025 57 100 $ 20,320.0 COACH::SALTILLOCR::3 SALTILLO CIR MAZATLAN DR JALISCO AVE Residential 4,108.0 1.5" Thin Overlay 11/6/2025 57 100 $ 20,540.0 COACH::VIAVALENCI::3 VIA VALENCIA CALLE MARBELLA PASEO CORDOVA Residential 4,851.0 Slurry Seal 11/6/2026 85 100 $ 2,425.5 COACH::NAOMICT::2 NAOMI CT PEREZ ST CDS Residential 6,240.0 Slurry Seal 11/6/2026 84 100 $ 3,120.0 COACH::COLIVO::1 CALLE OLIVO CALLE NOGAL CALLE PINO Residential 10,440.0 Slurry Seal 11/6/2026 84 100 $ 5,220.0 COACH::CGRANADA::1 CALLE GRANADA PASEO MADRID PASEO CORDOVA Residential 10,800.0 Slurry Seal 11/6/2026 85 100 $ 5,400.0 COACH::CNINOS::1 CALLE NINOS CALLE BONITA 50' W/O CALLE BONITA Residential 1,548.0 1.5" Thin Overlay 11/6/2026 63 100 $ 7,740.0 COACH::PASEOCORDO::1 PASEO CORDOVA VIA VALENCIA CALLE GRANADA Residential 16,500.0 Slurry Seal 11/6/2026 85 100 $ 8,250.0 COACH::BAGDADAVE::7 BAGDAD AVE SH-86 ALLEY Collector 8,560.0 Microsurfacing 11/6/2026 84 100 $ 8,560.0 COACH::PASEOBARCE::1 PASEO BARCELONA CALLE SEVILLE VIA MERIDA Residential 18,216.0 Slurry Seal 11/6/2026 85 100 $ 9,108.0 COACH::AIRPORTBL::2 AIRPORT BLVD CITY LIMITS 2640' W/O FILLMORE ST Collector 9,250.0 Microsurfacing 11/6/2026 84 100 $ 9,250.0 COACH::SH-86N::8 SH-86 CAIRO AVE CAIRO AVE Arterial 2,560.0 1.5" Thin Overlay 11/6/2026 63 100 $ 12,800.0 COACH::53RDAVE::9 53RD AVE CESAR CHAVEZ ST 50' W/O CESAR CHAVEZ ST Collector 3,145.0 1.5" Thin Overlay 11/6/2026 63 100 $ 15,725.0 COACH::SH-111S::7 SH-111 3RD ST 4TH ST Arterial 16,250.0 Microsurfacing 11/6/2026 85 100 $ 16,250.0 COACH::CALICIA::2 CALLE ALICIA MICHELLE DR AVENIDA MARIA Residential 3,270.0 1.5" Thin Overlay 11/6/2026 63 100 $ 16,350.0 COACH::SH-111S::11 SH-111 7TH ST 8TH ST Arterial 18,750.0 Microsurfacing 11/6/2026 85 100 $ 18,750.0 COACH::DILLONRD::1 DILLON RD CITY LIMITS HARRISON ST Arterial 20,064.0 Microsurfacing 11/6/2026 84 100 $ 20,064.0 COACH::TOPAZCT::1 TOPAZ CT CDS W SIENNA CIR Residential 4,070.0 1.5" Thin Overlay 11/6/2026 63 100 $ 20,350.0 COACH::54THAVEE::5 54TH AVE CALLE BALDERAS SHADY LN Arterial 20,985.0 Microsurfacing 11/6/2026 81 100 $ 20,985.0 COACH::LAPONDEROS::2 LA PONDEROSA DR NAOMI CT HERNANDEZ ST Residential 42,012.0 Slurry Seal 11/6/2026 84 100 $ 21,006.0 COACH::53RDAVE::3 53RD AVE CALLE EMPALME CALLE TECHA Collector 21,147.0 Microsurfacing 11/6/2026 78 100 $ 21,147.0 COACH::53RDAVE::8 53RD AVE 115' W/O CESAR CHAVEZ ST CESAR CHAVEZ ST Collector 4,255.0 1.5" Thin Overlay 11/6/2026 57 100 $ 21,275.0 COACH::SALTILLOCR::2 SALTILLO CIR JALISCO AVE JALISCO AVE Residential 4,290.0 1.5" Thin Overlay 11/6/2026 63 100 $ 21,450.0 COACH::AIRPORTBL::4 AIRPORT BLVD 1830' W/O FILLMORE ST 1395' W/O FILLMORE ST Collector 21,750.0 Microsurfacing 11/6/2026 81 100 $ 21,750.0 COACH::50THAVEE::18 50TH AVE KENMORE ST SH-86 Arterial 22,209.0 Microsurfacing 11/6/2026 78 100 $ 22,209.0 COACH::DILLONRD::7 DILLON RD VISTA DEL SUR 1070' S/O VISTA DEL NORTE Arterial 22,272.0 Microsurfacing 11/6/2026 78 100 $ 22,272.0 COACH::PINTOLN::2 PINTO LN 120' S/O MCCOY PEAK AVE MCCOY PEAK AVE Residential 4,536.0 1.5" Thin Overlay 11/6/2026 63 100 $ 22,680.0 COACH::GENOAST::10 GENOA ST CALLE LIMON VINETA LN Residential 4,662.0 1.5" Thin Overlay 11/6/2026 57 100 $ 23,310.0 COACH::JALISCOAVE::1 JALISCO AVE SALTILLO CIR JALISCO AVE Residential 4,676.0 1.5" Thin Overlay 11/6/2026 57 100 $ 23,380.0 COACH::50THAVEW::16 50TH AVE HORNBLEND ST CALHOUN ST Arterial 23,392.0 Microsurfacing 11/6/2026 78 100 $ 23,392.0 COACH::52NDAVEW::8 52ND AVE GENOA ST SHADY LN Arterial 23,625.0 Microsurfacing 11/6/2026 75 100 $ 23,625.0 COACH::52NDAVEE::29 52ND AVE SHADY LN GENOA ST Arterial 23,625.0 Microsurfacing 11/6/2026 81 100 $ 23,625.0 COACH::9THST::2 9TH ST ORCHARD AVE VINE AVE Collector 23,744.0 Microsurfacing 11/6/2026 78 100 $ 23,744.0 COACH::ARAZON::4 AVENIDA RAZON AVENIDA HALAWAY VIA ZAHIDI Residential 4,810.0 1.5" Thin Overlay 11/6/2026 60 100 $ 24,050.0 COACH::SH-86S::10 SH-86 DAMASCUS AVE CAIRO AVE Arterial 24,160.0 Microsurfacing 11/6/2026 78 100 $ 24,160.0 COACH::1STST::3 1ST ST ORCHARD AVE VINE AVE Collector 24,225.0 Microsurfacing 11/6/2026 75 100 $ 24,225.0 COACH::CYPRESSST::2 CYPRESS ST VALLEY RD 52ND AVE Residential 49,894.0 Slurry Seal 11/6/2026 74 100 $ 24,947.0 COACH::SALTILLOCR::1 SALTILLO CIR CHIAPAS DR JALISCO AVE Residential 4,992.0 1.5" Thin Overlay 11/6/2026 60 100 $ 24,960.0 COACH::LUNADENICO::3 LUNA DE NICOLETA ST 140' S/O PLAZA DE ORO AVE PLAZA DE ORO AVE Residential 5,040.0 1.5" Thin Overlay 11/6/2026 60 100 $ 25,200.0 COACH::FILLMOREST::4 FILLMORE ST 54TH AVE CITY LIMIT Rural 31,680.0 Chip Seal 11/6/2026 72 100 $ 25,344.0 COACH::50THAVE::6 50TH AVE TYLER ST 50TH AVE Rural 31,890.0 Chip Seal 11/6/2026 72 100 $ 25,512.0 COACH::PIERCEST::1 PIERCE ST 55TH AVE CITY LIMITS Rural 31,896.0 Chip Seal 11/6/2026 84 100 $ 25,516.8 COACH::SH-86S::8 SH-86 BAGDAD AVE BAGDAD AVE Arterial 5,120.0 1.5" Thin Overlay 11/6/2026 57 100 $ 25,600.0 COACH::ADEORO::1 AVENIDA DE ORO 50TH AVE AVENIDA DEL PARQUE Collector 25,715.0 Microsurfacing 11/6/2026 78 100 $ 25,715.0 COACH::CNINOS::3 CALLE NINOS CALLE BELLA 140' W/O CALLE BELLA Residential 5,148.0 1.5" Thin Overlay 11/6/2026 57 100 $ 25,740.0 COACH::CROSA::4 CALLE ROSA 140' W/O CALLE ESTRELLA CALLE ESTRELLA Residential 5,148.0 1.5" Thin Overlay 11/6/2026 63 100 $ 25,740.0 COACH::DILLONRD::8 DILLON RD 1070' S/O VISTA DEL NORTE 800' S/O VISTA DEL NORTE Arterial 25,824.0 Microsurfacing 11/6/2026 84 100 $ 25,824.0 COACH::1STST::4 1ST ST VINE AVE SH-111 Collector 25,878.0 Microsurfacing 11/6/2026 72 100 $ 25,878.0 COACH::BAGDADAVE::2 BAGDAD AVE LIBNAN ST MECCA LANE Residential 5,200.0 1.5" Thin Overlay 11/6/2026 60 100 $ 26,000.0 COACH::52NDAVEE::6 52ND AVE DOUMA CT CALLE TORRES ORDUNO Arterial 5,304.0 1.5" Thin Overlay 11/6/2026 60 100 $ 26,520.0 COACH::SH-86S::9 SH-86 BAGDAD AVE DAMASCUS AVE Arterial 26,720.0 Microsurfacing 11/6/2026 75 100 $ 26,720.0 COACH::SH-86N::10 SH-86 DAMASCUS AVE BAGDAD AVE Arterial 26,720.0 Microsurfacing 11/6/2026 75 100 $ 26,720.0 COACH::ROMUALDACT::1 ROMUALDA CT PEREZ ST CDS Residential 6,120.0 Slurry Seal 11/6/2027 84 100 $ 3,060.0 COACH::CRUIZ::3 CALLE RUIZ AVENIDA ZOCALO AVENIDA REFORMA Residential 6,444.0 Slurry Seal 11/6/2027 85 100 $ 3,222.0 COACH::MODENATER::1 MODENA TER BELLISSIMA AVE SIENO LN Residential 7,680.0 Slurry Seal 11/6/2027 84 100 $ 3,840.0 COACH::CRUIZ::4 CALLE RUIZ AVENIDA REFORMA AVENIDA DEL PRADO Residential 8,640.0 Slurry Seal 11/6/2027 85 100 $ 4,320.0 COACH::ASANDOMING::1 AVENIDA SAN DOMINGO CAMINO FRONTERA CAMINO CORAS Residential 9,879.0 Slurry Seal 11/6/2027 84 100 $ 4,939.5 COACH::SHADYLN::3 SHADY LN AVENIDA TACUBA AVENIDA REFORMA Residential 20,048.0 Slurry Seal 11/6/2027 85 100 $ 10,024.0 COACH::CCEBRINO::1 CALLE CEBRINO CALLE CHAVEZ CDS Residential 24,696.0 Slurry Seal 11/6/2027 84 100 $ 12,348.0 COACH::52NDAVEW::12 52ND AVE CALLE AVILA CALLE AVILA Arterial 1,508.0 3" Mill & Overlay 11/6/2027 45 100 $ 13,572.0 COACH::52NDAVEE::15 52ND AVE CESAR CHAVEZ ST SH-86 Arterial 2,236.0 3" Mill & Overlay 11/6/2027 45 100 $ 20,124.0 COACH::HERNANDEZ::3 HERNANDEZ ST 52ND AVE ORTIZ ST Residential 43,040.0 Slurry Seal 11/6/2027 84 100 $ 21,520.0 COACH::SH-86N::15 SH-86 ALLEY WESTERFIELD WAY Arterial 26,880.0 Microsurfacing 11/6/2027 78 100 $ 26,880.0 COACH::JALISCOAVE::5 JALISCO AVE 100' S/O TAXCO WAY TAXCO WAY Residential 3,024.0 3" Mill & Overlay 11/6/2027 43.5 100 $ 27,216.0 COACH::SH-86N::12 SH-86 BAGDAD AVE 6TH ST Arterial 27,760.0 Microsurfacing 11/6/2027 75 100 $ 27,760.0 COACH::SH-86S::7 SH-86 6TH ST BAGDAD AVE Arterial 27,760.0 Microsurfacing 11/6/2027 75 100 $ 27,760.0 COACH::MARIANAAVE::1 MARIANA AVE SOL DE LINDA ST CIELO VICTORIA ST Residential 5,587.0 1.5" Thin Overlay 11/6/2027 57 100 $ 27,935.0 COACH::ADEORO::2 AVENIDA DE ORO AVENIDA DEL PARQUE GUITRON ST Collector 29,970.0 Microsurfacing 11/6/2027 75 100 $ 29,970.0 COACH::CROJO::4 CALLE ROJO 85' W/O CALLE EMPALME CALLE EMPALME Residential 3,400.0 3" Mill & Overlay 11/6/2027 36 100 $ 30,600.0 COACH::BELLISSIMA::1 BELLISSIMA AVE FREDERICK ST MODENA TER Residential 6,160.0 1.5" Thin Overlay 11/6/2027 57 100 $ 30,800.0 COACH::CHIAPASDR::7 CHIAPAS DR 220' S/O SALTILLO CT SALTILLO CIR Residential 6,188.0 1.5" Thin Overlay 11/6/2027 57 100 $ 30,940.0 COACH::AMARIA::3 AVENIDA MARIA CALLE ANABELLA CALLE ALICIA Residential 6,270.0 1.5" Thin Overlay 11/6/2027 57 100 $ 31,350.0 COACH::LAJOLLAAVE::4 LA JOLLA AVE NEWPORT ST CDS Residential 3,564.0 3" Mill & Overlay 11/6/2027 42 100 $ 32,076.0 COACH::CBOUGANVIL::2 CALLE BOUGANVILIA CALLE CLAVEL EL SOL ST Residential 6,444.0 1.5" Thin Overlay 11/6/2027 60 100 $ 32,220.0 COACH::LASFLORES::3 LAS FLORES AVE CALLE MENDOZA CDS Residential 6,468.0 1.5" Thin Overlay 11/6/2027 57 100 $ 32,340.0 COACH::TYLERST::19 TYLER ST 3485' S/O VISTA DEL SUR 2125' S/O VISTA DEL SUR Rural 40,740.0 Chip Seal 11/6/2027 84 100 $ 32,592.0 COACH::52NDAVEE::9 52ND AVE CALLE EMPALME CALLE TECHA Arterial 3,640.0 3" Mill & Overlay 11/6/2027 43.5 100 $ 32,760.0 COACH::CLIMON::1 CALLE LIMON GENOA ST CAMINO CORTO Residential 6,570.0 1.5" Thin Overlay 11/6/2027 57 100 $ 32,850.0 COACH::CMOLINO::1 CORTE MOLINO CDS REDONDO NORTE Residential 6,600.0 1.5" Thin Overlay 11/6/2027 57 100 $ 33,000.0 COACH::KENTIACT::1 KENTIA CT CDS PHOENIX AVE Residential 6,656.0 1.5" Thin Overlay 11/6/2027 57 100 $ 33,280.0 COACH::54THAVEW::5 54TH AVE TYLER ST SHADY LN Arterial 33,972.0 Microsurfacing 11/6/2027 81 100 $ 33,972.0 COACH::FREDERICK::11 FREDERICK ST BAJA WAY 520' N/O BAJA WAY Collector 34,056.0 Microsurfacing 11/6/2027 72 100 $ 34,056.0 COACH::52NDAVEW::11 52ND AVE CALLE CAMACHO CALLE AVILA Arterial 6,916.0 1.5" Thin Overlay 11/6/2027 57 100 $ 34,580.0 COACH::52NDAVEE::13 52ND AVE CALLE AVILA CALLE CAMACHO Arterial 6,916.0 1.5" Thin Overlay 11/6/2027 60 100 $ 34,580.0 COACH::PAVONPALMA::1 PAVON PALMA 50TH AVE VERA CRUZ Residential 7,200.0 1.5" Thin Overlay 11/6/2027 60 100 $ 36,000.0 COACH::SALTILLOCR::5 SALTILLO CIR CHIAPAS DR MAZATLAN DR Residential 7,254.0 1.5" Thin Overlay 11/6/2027 57 100 $ 36,270.0 COACH::TODOSSANTO::2 TODOS SANTOS AVE EL CASTILLO RD 420' W/O CAMINO CORTEZ Residential 7,272.0 1.5" Thin Overlay 11/6/2027 60 100 $ 36,360.0 COACH::CHIAPASDR::2 CHIAPAS DR 500' N/O 51ST AVE TABASCO CT Residential 7,392.0 1.5" Thin Overlay 11/6/2027 57 100 $ 36,960.0 COACH::SUNCRESTST::1 SUNCREST ST 51ST AVE SUNSHINE AVE Residential 7,520.0 1.5" Thin Overlay 11/6/2027 60 100 $ 37,600.0 F3
Item 21.
Asset Id Name Start Location End Location Functional
Classification Area Treatment Name
Maintenance
Date
PCI Before
Treatment
PCI After
Treatment
Treatment Cost
COACH::TRIPOLIWAY::4 TRIPOLI WAY ALLEY CAIRO AVE Residential 1,080.0 Slurry Seal 11/6/2028 85 100 $ 540.0 COACH::DATEAVE::2 DATE AVE ARABY AVE ARABY AVE Residential 2,016.0 Slurry Seal 11/6/2028 85 100 $ 1,008.0 COACH::CRUIZ::5 CALLE RUIZ AVENIDA DEL PRADO AVENIDA EL FAROL Residential 2,880.0 Slurry Seal 11/6/2028 85 100 $ 1,440.0 COACH::VIAPICON::1 VIA PICON CALHOUN ST CALLE FRONTERA Residential 3,989.8 Slurry Seal 11/6/2028 84 100 $ 1,994.9 COACH::VIAPICON::2 VIA PICON CALHOUN ST CALLE FRONTERA Residential 4,022.8 Slurry Seal 11/6/2028 84 100 $ 2,011.4 COACH::LASPLUMAS::2 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.7 Slurry Seal 11/6/2028 85 100 $ 2,068.3 COACH::LASPLUMAS::1 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.7 Slurry Seal 11/6/2028 85 100 $ 2,068.3 COACH::TRIPOLIWAY::5 TRIPOLI WAY CAIRO AVE CAIRO AVE Residential 4,320.0 Slurry Seal 11/6/2028 85 100 $ 2,160.0 COACH::DATEAVE::4 DATE AVE CAIRO AVE CAIRO AVE Residential 4,680.0 Slurry Seal 11/6/2028 85 100 $ 2,340.0 COACH::DATEAVE::5 DATE AVE CAIRO AVE MEDINA AVE Residential 5,040.0 Slurry Seal 11/6/2028 85 100 $ 2,520.0 COACH::VIAVALENCI::2 VIA VALENCIA PASEO MADRID CALLE MARBELLA Residential 5,049.0 Slurry Seal 11/6/2028 85 100 $ 2,524.5 COACH::TRIPOLIWAY::7 TRIPOLI WAY MEDINA AVE DAMASCUS AVE Residential 5,112.0 Slurry Seal 11/6/2028 85 100 $ 2,556.0 COACH::TRIPOLIWAY::6 TRIPOLI WAY CAIRO AVE MEDINA AVE Residential 5,400.0 Slurry Seal 11/6/2028 85 100 $ 2,700.0 COACH::PLUMAAMARI::1 PLUMA AMARILLA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,444.0 Slurry Seal 11/6/2028 85 100 $ 3,222.0 COACH::CRUIZ::2 CALLE RUIZ AVENIDA TACUBA AVENIDA ZOCALO Residential 6,444.0 Slurry Seal 11/6/2028 85 100 $ 3,222.0 COACH::PLUMAAMARI::2 PLUMA AMARILLA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,480.0 Slurry Seal 11/6/2028 85 100 $ 3,240.0 COACH::CSEGOVIA::2 CALLE SEGOVIA CALLE MARBELLA PASEO CADIZ Residential 6,512.0 Slurry Seal 11/6/2028 85 100 $ 3,256.0 COACH::PLUMABLANC::1 PLUMA BLANCA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,516.0 Slurry Seal 11/6/2028 85 100 $ 3,258.0 COACH::CSEGOVIA::1 CALLE SEGOVIA PASEO BARCELONA CALLE MARBELLA Residential 6,688.0 Slurry Seal 11/6/2028 85 100 $ 3,344.0 COACH::TRIPOLIWAY::10 TRIPOLI WAY ALLEY BAGDAD AVE Residential 7,164.0 Slurry Seal 11/6/2028 85 100 $ 3,582.0 COACH::DAMASCUSAV::3 DAMASCUS AVE SH-86 ALLEY Residential 7,296.0 Slurry Seal 11/6/2028 85 100 $ 3,648.0 COACH::PLUMAVERDE::2 PLUMA VERDE PL LAS PLUMAS CT CDS Residential 7,776.0 Slurry Seal 11/6/2028 85 100 $ 3,888.0 COACH::AELFAROL::2 AVENIDA EL FAROL CALLE SANBORN CALLE RUIZ Residential 8,640.0 Slurry Seal 11/6/2028 85 100 $ 4,320.0 COACH::AELFAROL::1 AVENIDA EL FAROL CALLE BALDERAS CALLE SANBORN Residential 8,640.0 Slurry Seal 11/6/2028 85 100 $ 4,320.0 COACH::ADELROBLE::2 AVENIDA DEL ROBLE AVENIDA DEL ROBLE AVENIDA YUCATECO Residential 9,120.0 Slurry Seal 11/6/2028 85 100 $ 4,560.0 COACH::PLUMANEGRA::1 PLUMA NEGRA CT PLUMA VERDE PL PLUMA BLANCA PL Residential 9,180.0 Slurry Seal 11/6/2028 85 100 $ 4,590.0 COACH::PLUMAAZUL::2 PLUMA AZUL CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.0 Slurry Seal 11/6/2028 85 100 $ 4,680.0 COACH::DATEAVE::6 DATE AVE MEDINA AVE DAMASCUS AVE Residential 9,720.0 Slurry Seal 11/6/2028 85 100 $ 4,860.0 COACH::CCERVANTES::3 CALLE CERVANTES CALLE CHAVEZ CALLE YSIANO Residential 10,224.0 Slurry Seal 11/6/2028 84 100 $ 5,112.0 COACH::PLUMAAZUL::3 PLUMA AZUL CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.0 Slurry Seal 11/6/2028 85 100 $ 5,238.0 COACH::PLUMADORAD::1 PLUMA DORADA CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.0 Slurry Seal 11/6/2028 85 100 $ 5,238.0 COACH::PLUMAAZUL::1 PLUMA AZUL CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.0 Slurry Seal 11/6/2028 85 100 $ 5,238.0 COACH::PLUMADORAD::3 PLUMA DORADA CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.0 Slurry Seal 11/6/2028 85 100 $ 5,238.0 COACH::PASEOBARCE::2 PASEO BARCELONA VIA MERIDA CALLE SEGOVIA Residential 10,656.0 Slurry Seal 11/6/2028 85 100 $ 5,328.0 COACH::CSEVILLE::1 CALLE SEVILLE PASEO BARCELONA PASEO CADIZ Residential 10,800.0 Slurry Seal 11/6/2028 85 100 $ 5,400.0 COACH::PEREZST::1 PEREZ ST NAOMI CT ROMUALDA CT Residential 11,200.0 Slurry Seal 11/6/2028 84 100 $ 5,600.0 COACH::52NDAVE::28 52ND AVE SHADY LN SHADY LN Arterial 6,248.0 Microsurfacing 11/6/2028 84 100 $ 6,248.0 COACH::SHADYLN::2 SHADY LN AVENIDA YUCATECO AVENIDA TACUBA Residential 13,440.0 Slurry Seal 11/6/2028 85 100 $ 6,720.0 COACH::HERNANDEZ::1 HERNANDEZ ST LA PONDEROSA DR PEREZ ST Residential 15,920.0 Slurry Seal 11/6/2028 84 100 $ 7,960.0 COACH::PASEOMADRI::1 PASEO MADRID VIA VALENCIA CALLE GRANADA Residential 16,500.0 Slurry Seal 11/6/2028 85 100 $ 8,250.0 COACH::PLUMAGRIS::1 PLUMA GRIS PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.0 Slurry Seal 11/6/2028 85 100 $ 8,442.0 COACH::DAMASCUSAV::4 DAMASCUS AVE ALLEY TRIPOLI WAY Residential 16,910.0 Slurry Seal 11/6/2028 85 100 $ 8,455.0 COACH::CSANBORN::2 CALLE SANBORN AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,000.0 Slurry Seal 11/6/2028 85 100 $ 9,000.0 COACH::CBALDERAS::2 CALLE BALDERAS AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,072.0 Slurry Seal 11/6/2028 85 100 $ 9,036.0 COACH::HERNANDEZ::2 HERNANDEZ ST PEREZ ST ORTIZ ST Residential 19,320.0 Slurry Seal 11/6/2028 84 100 $ 9,660.0 COACH::VALLEYRD::8 VALLEY RD DOS PALMAS AVE CYPRESS ST Collector 10,400.0 Microsurfacing 11/6/2028 85 100 $ 10,400.0 COACH::CALHOUNST::3 CALHOUN ST CITY LIMITS VIA PICON Collector 16,260.0 Microsurfacing 11/6/2028 84 100 $ 16,260.0 COACH::CALHOUNST::4 CALHOUN ST VIA PICON 50TH AVE Collector 23,820.0 Microsurfacing 11/6/2028 84 100 $ 23,820.0 COACH::PARKLN::2 PARK LN SH-86 130' W/O SH-111 Arterial 3,000.0 3" Mill & Overlay 11/6/2028 45 100 $ 27,000.0 COACH::52NDAVEE::10 52ND AVE CALLE TECHA CALLE TECHA Arterial 3,146.0 3" Mill & Overlay 11/6/2028 45 100 $ 28,314.0 COACH::AALEENAH::4 AVENIDA ALEENAH JULIA CT '160 W/O CALLE FLORENA Residential 3,564.0 3" Mill & Overlay 11/6/2028 45 100 $ 32,076.0 COACH::52NDAVEW::15 52ND AVE CALLE TECHA CALLE EMPALME Arterial 3,640.0 3" Mill & Overlay 11/6/2028 45 100 $ 32,760.0 COACH::SANREYDR::2 SAN REY DR COLONIA DR SAN CAPISTRANO DR Residential 4,000.0 3" Mill & Overlay 11/6/2028 45 100 $ 36,000.0 COACH::GENOAST::6 GENOA ST 200' S/O AVENIDA MARIA AVENIDA MARIA Residential 7,548.0 1.5" Thin Overlay 11/6/2028 57 100 $ 37,740.0 COACH::TABASCOCT::1 TABASCO CT CHIAPAS DR CDS Residential 4,284.0 3" Mill & Overlay 11/6/2028 39 100 $ 38,556.0 COACH::50THAVEW::2 50TH AVE KENMORE ST AVENIDA DE PLATINA Arterial 4,323.0 3" Mill & Overlay 11/6/2028 40.5 100 $ 38,907.0 COACH::50THAVEE::17 50TH AVE AVENIDA DE PLATINA KENMORE ST Arterial 4,323.0 3" Mill & Overlay 11/6/2028 43.5 100 $ 38,907.0 COACH::50THAVEE::13 50TH AVE AVENIDA DE ORO BALBOA ST Arterial 4,356.0 3" Mill & Overlay 11/6/2028 39 100 $ 39,204.0 COACH::50THAVEE::14 50TH AVE BALBOA ST AVENIDA DE PLATA Arterial 4,356.0 3" Mill & Overlay 11/6/2028 40.5 100 $ 39,204.0 COACH::50THAVEE::15 50TH AVE AVENIDA DE PLATA CORONADO ST Arterial 4,356.0 3" Mill & Overlay 11/6/2028 43.5 100 $ 39,204.0 COACH::51STAVE::1 51ST AVE CITY LIMITS VAN BUREN ST Collector 39,360.0 Microsurfacing 11/6/2028 78 100 $ 39,360.0 COACH::50THAVEE::16 50TH AVE CORONADO ST AVENIDA DE PLATINA Arterial 4,389.0 3" Mill & Overlay 11/6/2028 45 100 $ 39,501.0 COACH::SOLARCEST::3 SOLARCE ST SOLARCE ST ALLENDE DR Residential 4,454.0 3" Mill & Overlay 11/6/2028 39 100 $ 40,086.0 COACH::AFLORABUND::1 AVENIDA FLORABUNDA CALLE CARMELLO CALLE ABELIA Residential 4,464.0 3" Mill & Overlay 11/6/2028 39 100 $ 40,176.0 COACH::CLAMIRADAE::1 CORTE LA MIRADA CALLE EL SOL VAN BUREN ST Residential 8,066.0 1.5" Thin Overlay 11/6/2028 57 100 $ 40,330.0 COACH::CLORETO::1 CORTE LORETO CALLE QUINTERRA CDS Residential 8,172.0 1.5" Thin Overlay 11/6/2028 57 100 $ 40,860.0 COACH::GENOAST::9 GENOA ST NILE LN CALLE LIMON Residential 4,588.0 3" Mill & Overlay 11/6/2028 43.5 100 $ 41,292.0 COACH::TRIPOLIWAY::9 TRIPOLI WAY DAMASCUS AVE 70' N/O DAMASCUS AVE Residential 2,556.0 Slurry Seal 11/6/2029 85 100 $ 1,278.0 COACH::PLUMABLANC::2 PLUMA BLANCA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,408.0 Slurry Seal 11/6/2029 85 100 $ 3,204.0 COACH::PLUMAVERDE::1 PLUMA VERDE PL CDS LAS PLUMAS CT Residential 7,776.0 Slurry Seal 11/6/2029 85 100 $ 3,888.0 COACH::AZOCALO::1 AVENIDA ZOCALO CALLE BALDERAS CALLE SANBORN Residential 8,640.0 Slurry Seal 11/6/2029 85 100 $ 4,320.0 COACH::CRUIZ::1 CALLE RUIZ AVENIDA YUCATECO AVENIDA TACUBA Residential 8,640.0 Slurry Seal 11/6/2029 85 100 $ 4,320.0 COACH::AZOCALO::2 AVENIDA ZOCALO CALLE SANBORN CALLE RUIZ Residential 8,640.0 Slurry Seal 11/6/2029 85 100 $ 4,320.0 COACH::AYUCATECO::2 AVENIDA YUCATECO AVENIDA DEL ROBLE SHADY LN Residential 8,917.0 Slurry Seal 11/6/2029 85 100 $ 4,458.5 COACH::PLUMADORAD::2 PLUMA DORADA CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.0 Slurry Seal 11/6/2029 85 100 $ 4,680.0 COACH::CMARBELLA::1 CALLE MARBELLA CALLE SEGOVIA VIA VALENCIA Residential 11,154.0 Slurry Seal 11/6/2029 85 100 $ 5,577.0 COACH::PLUMAROJA::1 PLUMA ROJA PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.0 Slurry Seal 11/6/2029 85 100 $ 8,442.0 COACH::SHADYLN::1 SHADY LN 54TH AVE AVENIDA YUCATECO Residential 19,992.0 Slurry Seal 11/6/2029 85 100 $ 9,996.0 COACH::CSANBORN::1 CALLE SANBORN AVENIDA DEL ROBLE AVENIDA ZOCALO Residential 23,796.0 Slurry Seal 11/6/2029 85 100 $ 11,898.0 COACH::AYUCATECO::1 AVENIDA YUCATECO CALLE RUIZ AVENIDA DEL ROBLE Residential 25,160.0 Slurry Seal 11/6/2029 85 100 $ 12,580.0 COACH::CBALDERAS::1 CALLE BALDERAS 54TH AVE AVENIDA ZOCALO Residential 28,188.0 Slurry Seal 11/6/2029 85 100 $ 14,094.0 COACH::PASEOCADIZ::1 PASEO CADIZ CALLE SEVILLE CALLE SEGOVIA Residential 28,872.0 Slurry Seal 11/6/2029 85 100 $ 14,436.0 COACH::SH-111S::9 SH-111 5TH ST 6TH ST Arterial 16,250.0 Microsurfacing 11/6/2029 85 100 $ 16,250.0 COACH::SH-111S::8 SH-111 4TH ST 5TH ST Arterial 16,250.0 Microsurfacing 11/6/2029 85 100 $ 16,250.0 COACH::AREFORMA::1 AVENIDA REFORMA CALLE RUIZ SHADY LN Residential 33,300.0 Slurry Seal 11/6/2029 85 100 $ 16,650.0 COACH::ATACUBA::1 AVENIDA TACUBA CALLE RUIZ SHADY LN Residential 34,151.0 Slurry Seal 11/6/2029 85 100 $ 17,075.5 COACH::ADELROBLE::1 AVENIDA DEL ROBLE CALLE SANBORN AVENIDA DEL ROBLE Residential 35,074.0 Slurry Seal 11/6/2029 85 100 $ 17,537.0 COACH::ADELPRADO::1 AVENIDA DEL PRADO CALLE RUIZ SHADY LN Residential 35,226.0 Slurry Seal 11/6/2029 85 100 $ 17,613.0 COACH::SH-111S::6 SH-111 2ND ST 3RD ST Arterial 18,750.0 Microsurfacing 11/6/2029 85 100 $ 18,750.0 COACH::SH-111S::5 SH-111 1ST ST 2ND ST Arterial 18,750.0 Microsurfacing 11/6/2029 85 100 $ 18,750.0 COACH::SH-111S::12 SH-111 8TH ST 9TH ST Arterial 18,900.0 Microsurfacing 11/6/2029 85 100 $ 18,900.0 COACH::ARAZON::3 AVENIDA RAZON CORTE GILLAN AVENIDA HALAWAY Residential 4,625.0 3" Mill & Overlay 11/6/2029 42 100 $ 41,625.0 COACH::SALTILLOCR::4 SALTILLO CIR MAZATLAN DR MAZATLAN DR Residential 4,706.0 3" Mill & Overlay 11/6/2029 43.5 100 $ 42,354.0 COACH::52NDAVEE::8 52ND AVE CALLE EMPALME CALLE EMPALME Arterial 4,784.0 3" Mill & Overlay 11/6/2029 42 100 $ 43,056.0 COACH::52NDAVEW::16 52ND AVE CALLE EMPALME CALLE EMPALME Arterial 4,784.0 3" Mill & Overlay 11/6/2029 42 100 $ 43,056.0 COACH::PROSECCO::4 PROSECCO WAY SOLARCE ST MALVASIA WAY Residential 4,864.0 3" Mill & Overlay 11/6/2029 45 100 $ 43,776.0 COACH::GUITRONST::3 GUITRON ST NIETO ST AVENIDA DE ORO Residential 4,930.0 3" Mill & Overlay 11/6/2029 43.5 100 $ 44,370.0 COACH::AEUROPA::1 AVENIDA EUROPA D\E CALLE CARMELLO Residential 4,932.0 3" Mill & Overlay 11/6/2029 39 100 $ 44,388.0 COACH::LAPLAYAST::2 LA PLAYA ST CALLE COLIMA 140' N/O CALLE COLIMA Residential 5,040.0 3" Mill & Overlay 11/6/2029 45 100 $ 45,360.0 COACH::52NDAVE::18 52ND AVE JENNIFER WAY ALLEY Arterial 5,060.0 3" Mill & Overlay 11/6/2029 40.5 100 $ 45,540.0 COACH::AADOBE::6 AVENIDA ADOBE CORTE ALTURIAN WESTERFIELD WAY Residential 5,120.0 3" Mill & Overlay 11/6/2029 42 100 $ 46,080.0 COACH::CNINOS::4 CALLE NINOS 140' W/O CALLE BELLA CALLE AMIGOS Residential 5,148.0 3" Mill & Overlay 11/6/2029 43.5 100 $ 46,332.0 COACH::PINTOLN::1 PINTO LN EAGLE AVE 120' S/O MCCOY PEAK AVE Residential 5,184.0 3" Mill & Overlay 11/6/2029 43.5 100 $ 46,656.0 COACH::CDIEGO::3 CALLE DIEGO CALLE LEANDRO 150' E/O CALLE LEANDRO Residential 5,202.0 3" Mill & Overlay 11/6/2029 40.5 100 $ 46,818.0 COACH::CCORTO::1 CAMINO CORTO CALLE LIMON CDS Residential 5,250.0 3" Mill & Overlay 11/6/2029 43.5 100 $ 47,250.0 COACH::52NDAVEW::13 52ND AVE CALLE AVILA CALLE TECHA Arterial 5,278.0 3" Mill & Overlay 11/6/2029 45 100 $ 47,502.0 COACH::52NDAVEE::11 52ND AVE CALLE TECHA CALLE AVILA Arterial 5,278.0 3" Mill & Overlay 11/6/2029 45 100 $ 47,502.0 COACH::VIAVALENCI::3 VIA VALENCIA CALLE MARBELLA PASEO CORDOVA Residential 4,851.0 Slurry Seal 11/6/2030 85 100 $ 2,425.5 COACH::CGRANADA::1 CALLE GRANADA PASEO MADRID PASEO CORDOVA Residential 10,800.0 Slurry Seal 11/6/2030 85 100 $ 5,400.0 COACH::PASEOCORDO::1 PASEO CORDOVA VIA VALENCIA CALLE GRANADA Residential 16,500.0 Slurry Seal 11/6/2030 85 100 $ 8,250.0 COACH::PASEOBARCE::1 PASEO BARCELONA CALLE SEVILLE VIA MERIDA Residential 18,216.0 Slurry Seal 11/6/2030 85 100 $ 9,108.0 COACH::SH-111S::7 SH-111 3RD ST 4TH ST Arterial 16,250.0 Microsurfacing 11/6/2030 85 100 $ 16,250.0 COACH::SH-111S::11 SH-111 7TH ST 8TH ST Arterial 18,750.0 Microsurfacing 11/6/2030 85 100 $ 18,750.0 COACH::CYPRESSST::2 CYPRESS ST VALLEY RD 52ND AVE Residential 49,894.0 Slurry Seal 11/6/2030 85 100 $ 24,947.0 COACH::AALEENAH::2 AVENIDA ALEENAH '150 E/O GENOA ST ADRIANA CT Residential 5,328.0 3" Mill & Overlay 11/6/2030 42 100 $ 47,952.0 COACH::AALEENAH::1 AVENIDA ALEENAH GENOA ST '150 E/O GENOA ST Residential 5,364.0 3" Mill & Overlay 11/6/2030 39 100 $ 48,276.0 F4
Item 21.
Asset Id Name Start Location End Location Functional
Classification Area Treatment Name
Maintenance
Date
PCI Before
Treatment
PCI After
Treatment
Treatment Cost
COACH::WESTERFILD::7 WESTERFIELD WAY S KENMORE ST SUNCREST ST Residential 5,400.0 3" Mill & Overlay 11/6/2030 37.5 100 $ 48,600.0 COACH::AGRACE::2 AVENIDA GRACE CALLE FLORENA 150' E/O CALLE FLORENA Residential 5,400.0 3" Mill & Overlay 11/6/2030 40.5 100 $ 48,600.0 COACH::SOLARCEST::2 SOLARCE ST PROSECCO WAY SOLARCE ST Residential 5,406.0 3" Mill & Overlay 11/6/2030 37.5 100 $ 48,654.0 COACH::WESTERFILD::5 WESTERFIELD WAY S CORONADO ST 140' E/O S CORONADO ST Residential 5,480.0 3" Mill & Overlay 11/6/2030 36 100 $ 49,320.0 COACH::WESTERFILD::6 WESTERFIELD WAY 140' E/O S CORONADO ST S KENMORE ST Residential 5,480.0 3" Mill & Overlay 11/6/2030 39 100 $ 49,320.0 COACH::WESTERFILD::4 WESTERFIELD WAY 140' E/O S CORONADO ST S CORONADO ST Residential 5,480.0 3" Mill & Overlay 11/6/2030 43.5 100 $ 49,320.0 COACH::TYLERST::20 TYLER ST 2125' S/O VISTA DEL SUR VISTA DEL SUR Rural 63,780.0 Chip Seal 11/6/2030 78 100 $ 51,024.0 COACH::CHARDONNAY::1 CHARDONNAY CIR MALVASIA WAY CDS Residential 5,760.0 3" Mill & Overlay 11/6/2030 39 100 $ 51,840.0 COACH::AMARONECIR::1 AMARONE CIR MALVASIA WAY CDS Residential 5,760.0 3" Mill & Overlay 11/6/2030 40.5 100 $ 51,840.0 COACH::AALEENAH::5 AVENIDA ALEENAH '160 W/O CALLE FLORENA CALLE FLORENA Residential 5,760.0 3" Mill & Overlay 11/6/2030 43.5 100 $ 51,840.0 COACH::JALISCOAVE::3 JALISCO AVE JALISCO AVE JALISCO ACE PARKING LOOP Residential 5,768.0 3" Mill & Overlay 11/6/2030 43.5 100 $ 51,912.0 COACH::CQUINTERRA::4 CALLE QUINTERRA CORTE LORETO REDONDO NORTE Residential 5,846.0 3" Mill & Overlay 11/6/2030 36 100 $ 52,614.0 COACH::CQUINTERRA::2 CALLE QUINTERRA REDONDO SUR CORTE SANTOS Residential 5,883.0 3" Mill & Overlay 11/6/2030 42 100 $ 52,947.0 COACH::CPERCEBE::1 CORTE PERCEBE REDONDO SUR CDS Residential 5,904.0 3" Mill & Overlay 11/6/2030 43.5 100 $ 53,136.0 COACH::MCCOYPEAK::3 MCCOY PEAK AVE CHAPARROSA ST SAN JACINTO LN Residential 5,904.0 3" Mill & Overlay 11/6/2030 43.5 100 $ 53,136.0 COACH::PROSECCO::1 PROSECCO WAY RODREJO WAY ALLENDE DR Residential 5,920.0 3" Mill & Overlay 11/6/2030 37.5 100 $ 53,280.0 COACH::CRUIZ::3 CALLE RUIZ AVENIDA ZOCALO AVENIDA REFORMA Residential 6,444.0 Slurry Seal 11/6/2031 85 100 $ 3,222.0 COACH::CRUIZ::4 CALLE RUIZ AVENIDA REFORMA AVENIDA DEL PRADO Residential 8,640.0 Slurry Seal 11/6/2031 85 100 $ 4,320.0 COACH::AIRPORTBL::6 AIRPORT BLVD 1215' W/O FILLMORE ST 1085' W/O FILLMORE ST Collector 6,500.0 Microsurfacing 11/6/2031 84 100 $ 6,500.0 COACH::SHADYLN::3 SHADY LN AVENIDA TACUBA AVENIDA REFORMA Residential 20,048.0 Slurry Seal 11/6/2031 85 100 $ 10,024.0 COACH::MAZATLANDR::1 MAZATLAN DR SALTILLO CIR MAZATLAN DR Residential 5,952.0 3" Mill & Overlay 11/6/2031 43.5 100 $ 53,568.0 COACH::HIBISCOST::1 HIBISCO ST PHOENIX AVE CALENDULA AVE Residential 5,994.0 3" Mill & Overlay 11/6/2031 36 100 $ 53,946.0 COACH::MAZATLANDR::2 MAZATLAN DR MAZATLAN DR SALTILLO CIR Residential 6,048.0 3" Mill & Overlay 11/6/2031 42 100 $ 54,432.0 COACH::VERMOUTHDR::1 VERMOUTH DR D/E PRIMITIVO DR Residential 6,080.0 3" Mill & Overlay 11/6/2031 36 100 $ 54,720.0 COACH::52NDAVE::19 52ND AVE ALLEY TRIPOLI WAY Arterial 6,160.0 3" Mill & Overlay 11/6/2031 37.5 100 $ 55,440.0 COACH::MARYCT::1 MARY CT CHRISTINA RD CDS Residential 6,176.0 3" Mill & Overlay 11/6/2031 43.5 100 $ 55,584.0 COACH::CTECHA::2 CALLE TECHA CALLE ZAMORA CALLE LYA Residential 6,200.0 3" Mill & Overlay 11/6/2031 40.5 100 $ 55,800.0 COACH::CAIROAVE::4 CAIRO AVE CALLE CAMACHO SUEZ RD Residential 6,240.0 3" Mill & Overlay 11/6/2031 36 100 $ 56,160.0 COACH::BAGDADAVE::5 BAGDAD AVE CALLE CAMACHO SUEZ RD Residential 6,240.0 3" Mill & Overlay 11/6/2031 37.5 100 $ 56,160.0 COACH::MAZATLANDR::5 MAZATLAN DR CHIHUAHUA CT TAXCO WAY Residential 6,240.0 3" Mill & Overlay 11/6/2031 39 100 $ 56,160.0 COACH::SABALCT::1 SABAL CT CDS PHOENIX AVE Residential 6,240.0 3" Mill & Overlay 11/6/2031 40.5 100 $ 56,160.0 COACH::AHALAWAY::1 AVENIDA HALAWAY FREDERICK ST AVENIDA RAZON Residential 6,264.0 3" Mill & Overlay 11/6/2031 42 100 $ 56,376.0 COACH::48THAVEW::1 48TH AVE HARRISON ST CITY LIMITS Arterial 57,240.0 Microsurfacing 11/6/2031 75 100 $ 57,240.0 COACH::PROSECCO::3 PROSECCO WAY SOLARCE ST SOLARCE ST Residential 6,400.0 3" Mill & Overlay 11/6/2031 39 100 $ 57,600.0 COACH::SANREYDR::1 SAN REY DR CALLE TOLOSA COLONIA DR Residential 6,400.0 3" Mill & Overlay 11/6/2031 42 100 $ 57,600.0 COACH::ZUMADR::1 ZUMA DR LA JOLLA AVE 51ST AVE Residential 6,408.0 3" Mill & Overlay 11/6/2031 43.5 100 $ 57,672.0 COACH::CLAPAZ::2 CALLE LA PAZ CALLE ROSA 53RD AVE Residential 6,444.0 3" Mill & Overlay 11/6/2031 36 100 $ 57,996.0 COACH::TRIPOLIWAY::4 TRIPOLI WAY ALLEY CAIRO AVE Residential 1,080.0 Slurry Seal 11/6/2032 85 100 $ 540.0 COACH::DATEAVE::2 DATE AVE ARABY AVE ARABY AVE Residential 2,016.0 Slurry Seal 11/6/2032 85 100 $ 1,008.0 COACH::CRUIZ::5 CALLE RUIZ AVENIDA DEL PRADO AVENIDA EL FAROL Residential 2,880.0 Slurry Seal 11/6/2032 85 100 $ 1,440.0 COACH::LASPLUMAS::1 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.7 Slurry Seal 11/6/2032 85 100 $ 2,068.3 COACH::LASPLUMAS::2 LAS PLUMAS CT PLUMA AMARILLA PL CALHOUN ST Residential 4,136.7 Slurry Seal 11/6/2032 85 100 $ 2,068.3 COACH::TRIPOLIWAY::5 TRIPOLI WAY CAIRO AVE CAIRO AVE Residential 4,320.0 Slurry Seal 11/6/2032 85 100 $ 2,160.0 COACH::DATEAVE::4 DATE AVE CAIRO AVE CAIRO AVE Residential 4,680.0 Slurry Seal 11/6/2032 85 100 $ 2,340.0 COACH::DATEAVE::5 DATE AVE CAIRO AVE MEDINA AVE Residential 5,040.0 Slurry Seal 11/6/2032 85 100 $ 2,520.0 COACH::VIAVALENCI::2 VIA VALENCIA PASEO MADRID CALLE MARBELLA Residential 5,049.0 Slurry Seal 11/6/2032 85 100 $ 2,524.5 COACH::TRIPOLIWAY::7 TRIPOLI WAY MEDINA AVE DAMASCUS AVE Residential 5,112.0 Slurry Seal 11/6/2032 85 100 $ 2,556.0 COACH::TRIPOLIWAY::6 TRIPOLI WAY CAIRO AVE MEDINA AVE Residential 5,400.0 Slurry Seal 11/6/2032 85 100 $ 2,700.0 COACH::PLUMAAMARI::1 PLUMA AMARILLA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,444.0 Slurry Seal 11/6/2032 85 100 $ 3,222.0 COACH::CRUIZ::2 CALLE RUIZ AVENIDA TACUBA AVENIDA ZOCALO Residential 6,444.0 Slurry Seal 11/6/2032 85 100 $ 3,222.0 COACH::PLUMAAMARI::2 PLUMA AMARILLA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,480.0 Slurry Seal 11/6/2032 85 100 $ 3,240.0 COACH::CSEGOVIA::2 CALLE SEGOVIA CALLE MARBELLA PASEO CADIZ Residential 6,512.0 Slurry Seal 11/6/2032 85 100 $ 3,256.0 COACH::PLUMABLANC::1 PLUMA BLANCA PL PLUMA DORADA CT LAS PLUMAS CT Residential 6,516.0 Slurry Seal 11/6/2032 85 100 $ 3,258.0 COACH::CSEGOVIA::1 CALLE SEGOVIA PASEO BARCELONA CALLE MARBELLA Residential 6,688.0 Slurry Seal 11/6/2032 85 100 $ 3,344.0 COACH::TRIPOLIWAY::10 TRIPOLI WAY ALLEY BAGDAD AVE Residential 7,164.0 Slurry Seal 11/6/2032 85 100 $ 3,582.0 COACH::DAMASCUSAV::3 DAMASCUS AVE SH-86 ALLEY Residential 7,296.0 Slurry Seal 11/6/2032 85 100 $ 3,648.0 COACH::PLUMAVERDE::2 PLUMA VERDE PL LAS PLUMAS CT CDS Residential 7,776.0 Slurry Seal 11/6/2032 85 100 $ 3,888.0 COACH::AELFAROL::2 AVENIDA EL FAROL CALLE SANBORN CALLE RUIZ Residential 8,640.0 Slurry Seal 11/6/2032 85 100 $ 4,320.0 COACH::AELFAROL::1 AVENIDA EL FAROL CALLE BALDERAS CALLE SANBORN Residential 8,640.0 Slurry Seal 11/6/2032 85 100 $ 4,320.0 COACH::ADELROBLE::2 AVENIDA DEL ROBLE AVENIDA DEL ROBLE AVENIDA YUCATECO Residential 9,120.0 Slurry Seal 11/6/2032 85 100 $ 4,560.0 COACH::PLUMANEGRA::1 PLUMA NEGRA CT PLUMA VERDE PL PLUMA BLANCA PL Residential 9,180.0 Slurry Seal 11/6/2032 85 100 $ 4,590.0 COACH::PLUMAAZUL::2 PLUMA AZUL CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.0 Slurry Seal 11/6/2032 85 100 $ 4,680.0 COACH::DATEAVE::6 DATE AVE MEDINA AVE DAMASCUS AVE Residential 9,720.0 Slurry Seal 11/6/2032 85 100 $ 4,860.0 COACH::PLUMADORAD::1 PLUMA DORADA CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.0 Slurry Seal 11/6/2032 85 100 $ 5,238.0 COACH::PLUMADORAD::3 PLUMA DORADA CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.0 Slurry Seal 11/6/2032 85 100 $ 5,238.0 COACH::PLUMAAZUL::1 PLUMA AZUL CT PLUMA BLANCA PL PLUMA ROJA PL Residential 10,476.0 Slurry Seal 11/6/2032 85 100 $ 5,238.0 COACH::PLUMAAZUL::3 PLUMA AZUL CT PLUMA GRIS PL PLUMA AMARILLA PL Residential 10,476.0 Slurry Seal 11/6/2032 85 100 $ 5,238.0 COACH::PASEOBARCE::2 PASEO BARCELONA VIA MERIDA CALLE SEGOVIA Residential 10,656.0 Slurry Seal 11/6/2032 85 100 $ 5,328.0 COACH::CSEVILLE::1 CALLE SEVILLE PASEO BARCELONA PASEO CADIZ Residential 10,800.0 Slurry Seal 11/6/2032 85 100 $ 5,400.0 COACH::SHADYLN::2 SHADY LN AVENIDA YUCATECO AVENIDA TACUBA Residential 13,440.0 Slurry Seal 11/6/2032 85 100 $ 6,720.0 COACH::PASEOMADRI::1 PASEO MADRID VIA VALENCIA CALLE GRANADA Residential 16,500.0 Slurry Seal 11/6/2032 85 100 $ 8,250.0 COACH::PLUMAGRIS::1 PLUMA GRIS PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.0 Slurry Seal 11/6/2032 85 100 $ 8,442.0 COACH::DAMASCUSAV::4 DAMASCUS AVE ALLEY TRIPOLI WAY Residential 16,910.0 Slurry Seal 11/6/2032 85 100 $ 8,455.0 COACH::CSANBORN::2 CALLE SANBORN AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,000.0 Slurry Seal 11/6/2032 85 100 $ 9,000.0 COACH::CBALDERAS::2 CALLE BALDERAS AVENIDA ZOCALO AVENIDA EL FAROL Residential 18,072.0 Slurry Seal 11/6/2032 85 100 $ 9,036.0 COACH::VALLEYRD::8 VALLEY RD DOS PALMAS AVE CYPRESS ST Collector 10,400.0 Microsurfacing 11/6/2032 85 100 $ 10,400.0 COACH::CBONITA::3 CALLE BONITA CALLE ROSA 53RD AVE Residential 6,444.0 3" Mill & Overlay 11/6/2032 37.5 100 $ 57,996.0 COACH::SOLARCEST::1 SOLARCE ST PROSECCO WAY SOLARCE ST Residential 6,596.0 3" Mill & Overlay 11/6/2032 36 100 $ 59,364.0 COACH::CHIHUAHUA::1 CHIHUAHUA CT CDS MAZATLAN DR Residential 6,608.0 3" Mill & Overlay 11/6/2032 40.5 100 $ 59,472.0 COACH::AGUACALIEN::1 AGUA CALIENTE ST AGUA BLANCA AVE CAMINO LAS BRISAS Residential 6,660.0 3" Mill & Overlay 11/6/2032 40.5 100 $ 59,940.0 COACH::SUEZRD::2 SUEZ RD DAMASCUS AVE BAGDAD AVE Residential 6,680.0 3" Mill & Overlay 11/6/2032 37.5 100 $ 60,120.0 COACH::SUEZRD::1 SUEZ RD CAIRO AVE DAMASCUS AVE Residential 6,680.0 3" Mill & Overlay 11/6/2032 40.5 100 $ 60,120.0 COACH::CPERA::1 CALLE PERA HILL DR CDS Residential 6,688.0 3" Mill & Overlay 11/6/2032 42 100 $ 60,192.0 COACH::PRIMITIVO::2 PRIMITIVO DR PRIMITIVO DR PRIMITIVO DR Residential 3,104.0 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 25.5 100 $ 62,080.0 COACH::MAZATLANDR::4 MAZATLAN DR MAZATLAN DR PARKING LOOP CHIHUAHUA CT Residential 6,912.0 3" Mill & Overlay 11/6/2032 37.5 100 $ 62,208.0 COACH::CGREGORIO::1 CALLE GREGORIO FREDERICK ST CALLE DIEGO Residential 6,916.0 3" Mill & Overlay 11/6/2032 39 100 $ 62,244.0 COACH::CARDINALDR::1 CARDINAL DR TYLER ST PALMERAS CIR Residential 6,960.0 3" Mill & Overlay 11/6/2032 37.5 100 $ 62,640.0 COACH::ALLENDEDR::4 ALLENDE DR ALLENDE DR VERMOUTH DR Residential 3,168.0 Reconstruction - 6" Asphalt + 8" Base 11/6/2032 1.5 100 $ 63,360.0 COACH::CEMELIA::1 CALLE EMELIA AVENUE 53 AVENIDA RAYLYNN Residential 7,092.0 3" Mill & Overlay 11/6/2032 37.5 100 $ 63,828.0 COACH::TRIPOLIWAY::9 TRIPOLI WAY DAMASCUS AVE 70' N/O DAMASCUS AVE Residential 2,556.0 Slurry Seal 11/6/2033 85 100 $ 1,278.0 COACH::PLUMABLANC::2 PLUMA BLANCA PL LAS PLUMAS CT PLUMA AZUL CT Residential 6,408.0 Slurry Seal 11/6/2033 85 100 $ 3,204.0 COACH::PLUMAVERDE::1 PLUMA VERDE PL CDS LAS PLUMAS CT Residential 7,776.0 Slurry Seal 11/6/2033 85 100 $ 3,888.0 COACH::AZOCALO::1 AVENIDA ZOCALO CALLE BALDERAS CALLE SANBORN Residential 8,640.0 Slurry Seal 11/6/2033 85 100 $ 4,320.0 COACH::AZOCALO::2 AVENIDA ZOCALO CALLE SANBORN CALLE RUIZ Residential 8,640.0 Slurry Seal 11/6/2033 85 100 $ 4,320.0 COACH::CRUIZ::1 CALLE RUIZ AVENIDA YUCATECO AVENIDA TACUBA Residential 8,640.0 Slurry Seal 11/6/2033 85 100 $ 4,320.0 COACH::AYUCATECO::2 AVENIDA YUCATECO AVENIDA DEL ROBLE SHADY LN Residential 8,917.0 Slurry Seal 11/6/2033 85 100 $ 4,458.5 COACH::PLUMADORAD::2 PLUMA DORADA CT PLUMA ROJA PL PLUMA GRIS PL Residential 9,360.0 Slurry Seal 11/6/2033 85 100 $ 4,680.0 COACH::CMARBELLA::1 CALLE MARBELLA CALLE SEGOVIA VIA VALENCIA Residential 11,154.0 Slurry Seal 11/6/2033 85 100 $ 5,577.0 COACH::PLUMAROJA::1 PLUMA ROJA PL PLUMA DORADA CT PLUMA AZUL CT Residential 16,884.0 Slurry Seal 11/6/2033 85 100 $ 8,442.0 COACH::SHADYLN::1 SHADY LN 54TH AVE AVENIDA YUCATECO Residential 19,992.0 Slurry Seal 11/6/2033 85 100 $ 9,996.0 COACH::CSANBORN::1 CALLE SANBORN AVENIDA DEL ROBLE AVENIDA ZOCALO Residential 23,796.0 Slurry Seal 11/6/2033 85 100 $ 11,898.0 COACH::AYUCATECO::1 AVENIDA YUCATECO CALLE RUIZ AVENIDA DEL ROBLE Residential 25,160.0 Slurry Seal 11/6/2033 85 100 $ 12,580.0 COACH::CBALDERAS::1 CALLE BALDERAS 54TH AVE AVENIDA ZOCALO Residential 28,188.0 Slurry Seal 11/6/2033 85 100 $ 14,094.0 COACH::PASEOCADIZ::1 PASEO CADIZ CALLE SEVILLE CALLE SEGOVIA Residential 28,872.0 Slurry Seal 11/6/2033 85 100 $ 14,436.0 COACH::SH-111S::8 SH-111 4TH ST 5TH ST Arterial 16,250.0 Microsurfacing 11/6/2033 85 100 $ 16,250.0 COACH::SH-111S::9 SH-111 5TH ST 6TH ST Arterial 16,250.0 Microsurfacing 11/6/2033 85 100 $ 16,250.0 COACH::AREFORMA::1 AVENIDA REFORMA CALLE RUIZ SHADY LN Residential 33,300.0 Slurry Seal 11/6/2033 85 100 $ 16,650.0 COACH::ATACUBA::1 AVENIDA TACUBA CALLE RUIZ SHADY LN Residential 34,151.0 Slurry Seal 11/6/2033 85 100 $ 17,075.5 COACH::ADELROBLE::1 AVENIDA DEL ROBLE CALLE SANBORN AVENIDA DEL ROBLE Residential 35,074.0 Slurry Seal 11/6/2033 85 100 $ 17,537.0 COACH::ADELPRADO::1 AVENIDA DEL PRADO CALLE RUIZ SHADY LN Residential 35,226.0 Slurry Seal 11/6/2033 85 100 $ 17,613.0 COACH::SH-111S::6 SH-111 2ND ST 3RD ST Arterial 18,750.0 Microsurfacing 11/6/2033 85 100 $ 18,750.0 COACH::SH-111S::5 SH-111 1ST ST 2ND ST Arterial 18,750.0 Microsurfacing 11/6/2033 85 100 $ 18,750.0 COACH::SH-111S::12 SH-111 8TH ST 9TH ST Arterial 18,900.0 Microsurfacing 11/6/2033 85 100 $ 18,900.0 COACH::BAJAWAY::1 BAJA WAY CHIAPAS DR FREDERICK ST Residential 7,500.0 3" Mill & Overlay 11/6/2033 37.5 100 $ 67,500.0 COACH::GARNETRIDG::1 GARNET RIDGE ST AVENUE 49 SAN MATEO AVE Residential 7,560.0 3" Mill & Overlay 11/6/2033 42 100 $ 68,040.0 COACH::CROJO::2 CALLE ROJO 170 W/O CALLE EMPALME 260' W/O CALLE EMPALME Residential 3,520.0 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 18 100 $ 70,400.0 F5
Item 21.
Asset Id Name Start Location End Location Functional
Classification Area Treatment Name
Maintenance
Date
PCI Before
Treatment
PCI After
Treatment
Treatment Cost
COACH::CROJO::3 CALLE ROJO 85' W/O CALLE EMPALME 170' W/O CALLE EMPALME Residential 3,520.0 Reconstruction - 6" Asphalt + 8" Base 11/6/2033 24 100 $ 70,400.0 COACH::ADELPARQUE::1 AVENIDA DEL PARQUE PEDRO DR 50TH AVE Residential 8,000.0 3" Mill & Overlay 11/6/2033 39 100 $ 72,000.0 COACH::CLAMIRADAW::1 CORTE LA MIRADA VAN BUREN ST CALLE EL SOL Residential 8,029.0 3" Mill & Overlay 11/6/2033 42 100 $ 72,261.0 COACH::WASHINGTON::1 WASHINGTONIA AVE 50TH AVE ROYAL CT Residential 8,100.0 3" Mill & Overlay 11/6/2033 36 100 $ 72,900.0 COACH::ARAZON::5 AVENIDA RAZON VIA ZAHIDI CDS Residential 8,140.0 3" Mill & Overlay 11/6/2033 39 100 $ 73,260.0 COACH::HILLDR::2 HILL DR CALLE PERA SUNSET DR Residential 8,160.0 3" Mill & Overlay 11/6/2033 37.5 100 $ 73,440.0 COACH::ANERIUM::2 AVENIDA NERIUM CALLE GLORIOSA CALLE TECOMARIA Residential 8,280.0 3" Mill & Overlay 11/6/2033 40.5 100 $ 74,520.0 F6
Item 21.
The City of Coachella
53990 Enterprise Way
Coachella, CA 92236
Item 21.
STAFF REPORT
6/12/2024
TO: Honorable Mayor and City Council Members
FROM: Jaime Arroyo, Grants Manager
SUBJECT: Authorize a Community-Based Grant to Desert Paws Sanctuary in the Amount of $3,000 to Continue the Rescue, Rehabilitation and Rehoming of Abandoned Animals
STAFF RECOMMENDATION:
Staff recommends that the City Council consider awarding a Community-Based Grant (CBG) to Desert Paws Sanctuary in the amount of $3,000 to continue the rescue, rehabilitation and rehoming of abandoned animals.
BACKGROUND:
The Community Based Grant Program was established in 2010 and allows the City of Coachella to offer financial assistance to local nonprofit organizations, youth-serving organizations, and other community-based organizations that provide essential services, programs and activities to residents in Coachella. Applicant organizations are only eligible to submit one application for consideration each fiscal year and must be legally established with non-profit or tax-exempt status, be based in the Coachella Valley, or provide direct service to Coachella residents. Approval of grant funds does not constitute a precedent for grant allocations in subsequent years. All CBG grants are reimbursement grants to ensure that applicants are meeting their stated goals. The FY 23-24 budget included an allocation of $15,000 for the Community Based Grant Program.
DISCUSSION/ANALYSIS:
Desert Paws Sanctuary is a nonprofit organization committed to the rescue, rehabilitation and rehoming of abandoned animals. Aside from establishing a sanctuary for these animals, they also offer education resources and support to low-income communities in the area of animal welfare.
Desert Paws Sanctuary is requesting funding for expenses related to spay/neuter and vaccinations services to encourage the adoption of 47 rehabilitated dogs over a six-month period.
Item 22.
ALTERNATIVES:
1. Award a Community Based Grant in the amount of $3,000.
2. Do not award a Community Based Grant
FISCAL IMPACT:
Should the City Council approve the staff recommendation, the Community-Based Grant Program account will be reduced by $3,000.
ATTACHMENT(S):
CBG Application Packet
Item 22.
Item 22.
Item 22.
Nonprofit Budget Fiscal Year 2023-24
Revenue Amount
Adoption Fees $3,600.00
Donations directed by Individuals $15,000.00
In-kind Donation $2,000.00
Special Event Donations $2,000.00
Government Grants $2,000.00
Corporate Grants $2,500.00
Total Revenue $27,100.00
Expenses Amount
Medical Care $10,000.00
Pet Food and Supplies $8,000.00
Travel & Auto Expenses $3,000.00
Advertising and Printing $2,000.00
Bank Fees and Service Charges $600.00
Office Expense $500.00
Supplies and Materials $1,000.00
Taxes and Licenses $600.00
Total Expenses $25,700.00
Net Surplus/Deficit $1,400.00
Initial Budget for foster-based nonprofit
Item 22.
Letter 947 (Rev. 2-2020)
Catalog Number 35152P
Department of the Treasury
Internal Revenue Service
Tax Exempt and Government Entities
P.O. Box 2508
Cincinnati, OH 45201
DESERT PAWS SANCTUARY
83091 LOS CABOS AVE
COACHELLA, CA 92236
Date:
07/07/2023
Employer ID number:
93-1979615
Person to contact:
Name: Customer Service
ID number: 31954
Telephone: (877) 829-5500
Accounting period ending:
June 30
Public charity status:
170(b)(1)(A)(vi)
Form 990 / 990-EZ / 990-N required:
Yes
Effective date of exemption:
June 19, 2023
Contribution deductibility:
Yes
Addendum applies:
No
DLN:
26053579001263
Dear Applicant:
We're pleased to tell you we determined you're exempt from federal income tax under Internal Revenue Code (IRC) Section 501(c)(3). Donors can deduct contributions they make to you under IRC Section 170. You're also qualified to receive tax deductible bequests, devises, transfers or gifts under Section 2055, 2106, or 2522. This letter could help resolve questions on your exempt status. Please keep it for your records.
Organizations exempt under IRC Section 501(c)(3) are further classified as either public charities or private foundations. We determined you're a public charity under the IRC Section listed at the top of this letter.
If we indicated at the top of this letter that you're required to file Form 990/990-EZ/990-N, our records show you're required to file an annual information return (Form 990 or Form 990-EZ) or electronic notice (Form 990-N, the e-Postcard). If you don't file a required return or notice for three consecutive years, your exempt status will be automatically revoked.
If we indicated at the top of this letter that an addendum applies, the enclosed addendum is an integral part of this letter.
For important information about your responsibilities as a tax-exempt organization, go to www.irs.gov/charities.
Enter "4221-PC" in the search bar to view Publication 4221-PC, Compliance Guide for 501(c)(3) Public Charities, which describes your recordkeeping, reporting, and disclosure requirements.
Sincerely,
Stephen A. Martin
Director, Exempt Organizations
Rulings and Agreements
Item 22.
STAFF REPORT
6/12/2024
TO: Honorable Mayor and City Council Members
FROM: Cástulo R. Estrada, Utilities Manager
SUBJECT: Proposal to Prepare Technical Specifications and Bid Package for the Rehabilitation of Well #16; CIP W-54, for a Total Cost of $68,982.00 STAFF RECOMMENDATION:
Authorize the Task Order Proposal to Prepare Technical Specifications and Bid Package for the Rehabilitation of Well #16; CIP W-54, for a Total Cost of $68,982.00.
BACKGROUND:
The City of Coachella and its Coachella Water Authority (CWA) is responsible for the water service to its residents and customers within its service boundary. The water division of the Utilities Department serves a population of approximately 45,000. Existing land uses consists primarily of single and multi-family homes, but also includes commercial and industrial zones.
Full buildout of the City’s sphere of influence (SOI), for a total service area of approximately 53 square miles is not anticipated until sometime after 2050.
CWA’s current water supply source is groundwater from the Indio Sub‐basin produced from CWA owned and operated wells. There are approximately 9,100 (meter) connections to the system.
CWA’s existing water system consists of different pressure zones, groundwater wells, storage reservoirs, booster pumping stations, and distribution facilities. The current water system is divided into two pressure zones, the Low Zone and the 150 Zone. The Low Zone Area is generally south of 48th Avenue, bounded by Van Buren on the west, the Coachella Valley Storm Channel on the east, and 54th Avenue on the south. The Low Zone provides water service to the majority of the City and as the City continues to grow, the Low Zone will extend further east. The 150 Zone service area is generally north of 48th Avenue and supplies primarily commercial and light industrial users along the Interstate 10 freeway corridor.
CWA has one principal source of water supply, local groundwater pumped from the CWA‐owned wells. There are currently six wells within the City’s distribution system. The total pumping capacity of active wells is approximately 11,759 gallons per minute (gpm) or 16.5 million gallons per day (MGD).
Item 23.
There are three storage reservoirs within the City, the 1.5 million gallon (MG) Dillion Road Reservoir, the 3.6 MG Mecca Reservoir, and the 5.4 MG Well 18 Reservoir. CWA has a total reservoir storage capacity of approximately 10.5 MG; of which, approximately 1.5 MG lies within the 150 Zone.
CWA operates two booster pumping stations, the Mecca Reservoir booster pump station (Well 12 Booster) and the Well 18 Reservoir booster pump station (Well 18 Booster). The Well 12 Booster supplies the Low Zone and takes suction from the Mecca Reservoir, and the Well 18 Booster supplies both the 150 Zone and Low Zone, and takes suction from the Well 18 Reservoir.
CWA’s distribution system network consists of approximately 120 miles of pipeline, which range from 4‐ inches to 36‐inches in diameter. It is estimated that a majority of pipes in the City’s water distribution system network were installed between the year 1940 and year 1990. The older pipes reside in the southerly section of the lower zone, and the newer pipes are in the northerly section.
Asbestos cement (AC) is the most common pipeline material in the City, according to operations staff; with the remaining pipelines being either polyvinyl chloride (PVC) or ductile iron (DI) and lined steel.
DISCUSSION/ANALYSIS:
Well # 16 was completed in January 1991, when it was first completed it had a capacity of approximately 2,650 gallons per minute. The well has a total depth of 730 ft. Since then the capacity has dropped to approximately 1,848 gallons per minute. Recently the well’s performance has been concerning. On September 2023 staff worked with South West Pump and Drilling to perform a down hole video inspection of the well casing.
The video inspection confirmed severe bacteriological growth on the well casing due to the age of the well. Staff recommends the rehabilitation of the well to remove the bacterial growth, scale and debris to unclog the water pathways through the gravel filter pack into the well. The rehabilitation of the well will help improve the efficiency and help reduce excessive velocities in areas that are currently clogged.
FISCAL IMPACT:
This project will be added to the Fiscal Year 2024-25 Water Capital Improvement Budget, W-54 in the amount of $300,000.00. It is anticipated that $300,000.00 will cover this design cost and construction.
ATTACHMENTS:
1. Dudek Proposal
2. Video Inspection Report of Well #16
3. Dudek On-call Services PSA
Item 23.
City of Coachella Well 16 Rehabilitation
December 12, 2023
Castulo Estrada
Utilities Manager
City of Coachella
87075 Avenue 54
Coachella, California 92236
Subject: Proposal to Review Existing Information and Prepare Bid Document Package for Well 16 Rehabilitation Work
Dear Mr. Estrada,
Dudek is pleased to submit this proposal to the City of Coachella to support the City’s Well 16 rehabilitation project and prepare bid documentation for the solicitation of licensed C-57 contractors. As part of this well rehabilitation effort, Dudek will review the recent video survey and
inspection report performed by Southwest Pump and
Drilling on September 1st, 2023 at Well 16. Additionally, we will review the well rehabilitation recommendations, scope and cost submitted by Southwest Drilling and
Pump to the City dated October 4th, 2023. Dudek’s team
of experience hydrogeologists and engineers have
advised numerous well rehabilitation projects in desert basins and will provide input and recommendations to
refine the approach and scope of well rehabilitation work at Well 16. Following the review of existing data and
discussion with the City, Dudek will prepare a bid
document package for the City to advertise in order to
receive competitive bids from C-57 licensed contractors to perform the Well 16 rehabilitation work.
Based on initial data provided by the City, it appears that significant corrosion and iron bacteria oxidation has
impacted the pumping equipment in Well 16, as shown in
Figure 1, and will need to be replaced. Based on the
condition of the downhole pumping equipment, it is likely that the well casing is impacted by iron bacteria and some degree of corrosion as well. Therefore, the rehabilitation approach will focus on de-scaling and removing the iron bacteria from the well casing via several techniques including mechanical development and chemical development.
Dudek’s project manager, Kayvan Ilkhanipour, PG, CHg, will serve as the point of contact for the City and Patrick Rentz, PG will serve and the senior hydrogeologist on the project. This letter outlines our anticipated scope to provide hydrogeological support for the Well 16 rehabilitation project and includes our assumptions of the level of effort required.
Figure 1: Severe corrosion and oxidation on Well 16
pump column pipe.
Item 23.
City of Coachella Well 16 Rehabilitation 2
Scope of Work
Task 1: Project Management and Meetings
Dudek will proactively manage the activities under Task 1 to complete the proposed scope on schedule and within the approved budget. We will identify project risks that have the potential to delay the project schedule or result in increased project costs. We will develop a submittal schedule with the District and provide monthly invoicing. Task 1 work will include the following:
Preparation of monthly invoices and progress reports. Monthly budget and schedule tracking.
Regular communication between the Dudek project manager, City, and project team. Facilitation of quality control reviews for deliverables. Meetings:
- Kickoff Meeting: In-person kick off meeting including Dudek project manager, senior hydrogeologist and appropriate City of Coachella engineering, management, and operations staff. The meeting will be followed by a site visit to Well 16.
- Technical Specifications and bid documentation package meeting: Zoom technical report meeting to review the rehabilitation specifications, bid document submittal and City comments.
Deliverables:
Meeting agendas in hard copy format for in person meetings and PDF for online meetings. Meeting minutes in PDF format for all meetings.
Task 2: Data Request and Review Downhole Well Inspection Video Survey & Report Request/review Well 16 as-built and well completion information Request/review historical Well 16 water quality and production information Review recent downhole color video and inspection report of Well 16 Assumptions:
City to provide all available data for Well 16.
Task 3: Review Rehabilitation Recommendations and Quote Provided by Southwest Pump and Drilling
Dudek will review the previous rehabilitation performed, recommendations and the quote to perform rehabilitation provided by Southwest Pump and Drilling for Well 16. Dudek will summarize the review in a technical memorandum and discuss the results with the City. Dudek will use the results of the review as well as coordination with the City to finalize the well rehabilitation scope of work that will ultimately be used to prepare bid documents and technical specifications for competitive bidding to perform the approved rehabilitation work.
Item 23.
City of Coachella Well 16 Rehabilitation 3
Deliverables:
Technical memorandum detailing review of data and recommendations for rehabilitation approach.
Task 4: Prepare Technical Specifications and Bid Documents for Rehabilitation of Well 16 Using the results from work performed in Tasks 2 and 3, Dudek will prepare technical specifications and bidding documents to perform the City approved rehabilitation work. It is assumed that the City will finalize the bid package with their front-end documents and solicit the request for bids through their procurement department. Dudek will coordinate with prospective bidders and attend a pre-bid conference and site inspection to address any questions/concerns from the prospective bidders prior to bid submittal. Dudek will assist the District with written responses to bidders’ questions or requests for information (RFIs) regarding the project and provide bidding support to assist the District with selecting a qualified contractor to perform the rehabilitations
Deliverables:
Preliminary and final bidding documents and technical plans and specifications .
Assumptions:
It is assumed the pre-bid meeting will be held in person.
Task 5: Optional – Field Oversight During Rehabilitation Dudek will coordinate with the awarded bidder and District staff during a pre-construction conference after award of bid to determine logistics and schedule involved with performing the approved scope of work. Dudek will provide full field oversight during well rehabilitation and will make sure the selected contractor maintains compliance with the approved technical specifications. The final well rehabilitation plan will be determined in Tasks 2 and 3, however, based on our current understanding of Well 16 and previous well rehabilitation experience, rehabilitation activities may include the following: removal of existing pump, video survey, mechanical and chemical rehabilitation, well redevelopment by swabbing, poly brushing, airlifting, pumping and surging. A water quality meter will be used during development activities to document pH, electrical conductance (EC), ORP, and turbidity. Dudek will take appropriate measurements and maintain records of well rehabilitation.
Deliverables:
Daily inspection forms documenting pay items and photographs documenting progress of rehabilitation
Assumptions:
For purposes of bidding, assume full-time oversight for all rehabilitation. This scope assumes 10 total field days (2 weeks) to complete the well rehabilitation work. If the City determines that additional time is necessary to complete rehabilitation of Well 16 to the City’s satisfaction, approval of additional scope and budget may be necessary. Dudek can provide an updated cost for any additional time requested by the City as rehabilitation progress warrants.
Conversely, if less time is required to complete the rehabilitation work than estimated here, the City will only be billed for the actual time spent to complete the work.
Item 23.
City of Coachella Well 16 Rehabilitation
Schedule
Dudek proposes the following draft project schedule.
Item 23.
City of Coachella Well 16 Rehabilitation
Project Team Role:
Principal
Hydrogeologist (PM) Sr. Hydrogeologist IV Sr. Hydrogeolgist III Sr. Hydrogeologist I Project
Hydrogeologist III
K. Ilkhanipour P. Rentz S. Dickey H. McManus B. Page/S. Little TOTAL
DUDEK
STAFF
DUDEK LABOR OTHER DIRECT
Billable Rate : $290 $255 $245 $225 $195 HOURS COSTS COSTS* TOTAL FEE Task 1 Project Management and Meetings
1.1 Project Management 4 4 1,160 $ $ 1,160
1.2 Kickoff Meeting 1 1 2 545 $ $ 545
1.3 Bid Package Meeting 1 1 2 4 995 $ $ 995
Subtotal Task 1 6 2 2 10 2,700 $ - $ 2,700 $
Task 2
2.1 Review Existing Data and Well Video 1 2 4 7 1,700 $ $ 1,700 Subtotal Task 2 1 2 4 7 1,700 $ - $ 1,700 $
Task 3
3.1 Review Rehabilitation Recommendation and Quote 1 2 2 5 1,290 $ $ 1,290
3.2 Technical Memorandum with Recommeded Rehabilitation Approach 2 4 8 6 20 4,910 $ $ 4,910 Subtotal Task 3 3 6 10 6 25 6,200 $ - $ 6,200 $
Task 4
4.1 Prepare Technical Specifications and Bid Documents 2 8 2 40 16 68 15,230 $ $ 15,230
4.2 Attend Pre-Bid Meeting 8 4 12 2,940 $ 129 $ $ 3,069
4.3 Response to Bidders (RFIs)/Review Bids/Bid Support 1 4 8 12 25 5,450 $ $ 5,450 Subtotal Task 4 3 20 2 52 28 105 23,620 $ 129 $ 23,749 $ Total Non-Optional Hours and Fee 13 30 12 64 28 147 34,220 $ 129 $ 34,349 $ Percent of Hours: 9% 20% 8% 44% 19% 100%
Optional Scope Items
Task 5 Optional - Field Oversight During Rehabilitation
5.1 Attend Pre-Construction Meeting 2 2 12 20 36 7,690 $ $ 129 $ 7,819
5.2 Field Oversight During Well Rehabilitation Activities 2 8 8 20 50 88 18,830 $ $ 2,024 $ 20,854
5.3 Well Rehabilitation Summary Report 2 2 2 16 4 26 5,960 $ 5,960 $ Subtotal Task 5 6 12 10 48 74 150 32,480 $ 2,153 $ 34,633 $ Total Optional Hours and Fee 6 12 10 48 74 150 32,480 $ 2,153 $ 34,633 $ Total Combined Non-Optional and Optional Hours
and Fee 19 42 22 112 102 297 66,700 $ 2,282 $ 68,982 $
* Other direct costs include equipment rental, GSA per diem for lodging/meals and mileage/travel.
Prepare Technical Specifications and Bid Documents for Rehabilitation of Well 16 Data Request and Review Downhole Well Inspection Video Survey and Report Review Rehabilitation Recommendations and Quote Provided by Southwest Pump and Drilling Fee
The table below summarizes the anticipated level of effort for each task.
Total Combined Non-Optional and Optional Time and Materials Not to Exceed................................................................................................................................................................$68,982.00
Item 23.
City of Coachella Well 16 Rehabilitation
Closing
We appreciate the City of Coachella’s consideration of the above proposed scope of work. Should you have any questions please reach out to Kayvan Ilkhanipour at 760.479.4129 or [email protected]. We look forward to working with the City on this project.
Sincerely,
____________________________________
Kayvan Ilkhanipour, PG No. 8461, CHG No. 948
Principal Hydrogeologist/Project Manager
DUDEK
Item 23.
Company: Date:
Well: Run No. One Truck PS-6
Field: Job Ticket:
State: Total Depth:
Location: Water Level: SWL
Oil on Water: No Amount: N/A
GPS: Operator:
Zero Datum: Tool Zero: Side-Scan Dead Space 1.75 ft
Reason for Survey: Guides Set 11.5 in
0.0 ft From Survey
1.8 ft 450.00 ft to 720.50 ft
2.0 ft
38.4 ft
40.0 ft
164.9 ft
174.9 ft
200.0 ft
218.4 ft
450.0 ft
550.0 ft
639.8 ft
720.5 ft
From Survey
OD ID
14.000 13.500 0.00 ft to 720.50 ft
Depth Observations Well Details
Sounding wire found to fill material.
Perforation:
Casing Size (in)
Casing Material
Camera light bar comes to rest on hard fill material.
Survey ends.
Mild Steel
Screen Material Mild Steel
Pacific Surveys
a full service geophysical well logging company
Video Survey Report
Access port enters casing.
Heavy spalling on casing walls.
SWL; water is clear.
Moderate growth on casing walls.
Pump collar rub mark.
Pump collar rub mark.
Increased growth on casing walls.
Possible pump collar rub mark.
Possible wire wrap screen under heavy ridged growth. Screen not visible during survey; Plugged.
Heavy growth over screen; Not visible. Plugged.
South West Pump & Drilling
City of Coachella Well 16
Coachella 31655
01-Sep-23
Conner
720.5 ft
Wire-Wrap ?
Began survey at top of well casing.
California
In a field at the end of Tyler Ln. 38.4 ft
33.658634, -116.160985
Top of Casing
General Inspection
800.919.7555
909.625.6262
1785 w. arrow rte., bdlg. d, ste. 3,4
upland, ca 91786
www.pacificsurveys.com fax: 909.399.3180
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Item 23.
STAFF REPORT
6/12/2024
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Adopt resolution setting a June 26, 2024 public hearing date for Municipal Solid Waste Rates for fiscal year 2024/2025.
STAFF RECOMMENDATION:
Adopt resolution setting a June 26, 2024 public hearing date for Municipal Solid Waste Rates for fiscal year 2024/2025.
BACKGROUND:
The City of Coachella entered into a franchise agreement with Burrtec Waste and Recycling Services (Burrtec) in May 2006. Since 2006, Burrtec has been the provider for all solid waste disposal services for Coachella residents and businesses. City Council approved a first amendment to this agreement on May 27, 2009, which established the solid waste charges for residential customers would be collected through the county tax roll; commercial customers continue to be billed directly by Burrtec. City Council approved a second amendment on June 19, 2013 extending the term of the agreement through May 30, 2023 and third amendment was approved on January 17, 2018. A Fourth Amendment was approved on July 27, 2022 to include organics services as required by SB 1383.
DISCUSSION/ANALYSIS:
The Burrtec Agreement allows for rate increases based on two components of the rate 1) service component and 2) disposal component. Total increase will not exceed 10% in any given year.
1. The service component is capped at 5% and based on CPI
2. The disposal component is a pass through of the tipping fee adjustments at the landfill.
The current monthly residential rate is $31.97. The proposed increase to the 2024/25 residential rate total $1.11; the new proposed residential rate is $33.08. As approved by voters on June 8, 2010, this rate is subject to a 5% Utilities Users Tax, which will bring the monthly charged rate to $34.73.
The most common commercial service is a three-yard cubic bin, with one pick up per week.
Currently, the commercial rate for this service is $180.58. Based on the same factors noted above,
Item 24.
the increase for fiscal year 2024/2025 totals $7.79; the new proposed rate for fiscal year 2024/2025 is $188.37. As noted above, a 5% Utility Users Tax will be applied to this monthly service, which will bring the rate for a standard three cubic yard bin, with one pickup per week, to $197.79.
The Proposition 218 noticing process for solid waste rates through July 1, 2026 was completed and adopted on July 27, 2022. Staff is recommending approval of the attached resolution setting a public hearing date for Municipal Solid Waste Rates proposed for fiscal year 2024/2025 on Wednesday, June 26, 2024 (6pm) at City Hall.
FISCAL IMPACT:
Setting the public hearing for this item will not have a financial impact.
Attachment:
Resolution
Exhibit A – Proposed Rates
Item 24.
Resolution No. 2024-21
RESOLUTION NO. 2024-21
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COACHELLA,
CALIFORNIA DECLARING ITS INTENTION TO SET A PUBLIC HEARING
TO PLACE SOLID WASTE CHARGES ON THE PROPERTY TAX ROLL
FOR FISCAL YEAR 2024/2025.
WHEREAS, California Health and Safety Code Sections 5473 et seq., authorizes the City of Coachella to adopt an ordinance by two-thirds of the City Council to collect solid waste rates on the tax roll, in the same manner and at the same time as the general taxes; WHEREAS, on May 30, 2006, the City Council has entered into a service agreement with Burrtec Waste and Recycling Services, LLC for the collection and disposal of residential and commercial waste within the City of Coachella;
WHEREAS, the City Council approved an amendment to the franchise agreement with Burrtec Waste and Recycling Services, LLC on May 27, 2009 authorizing to bill the residential customers for solid waste services through the County Tax Roll instead of monthly billing; WHEREAS, July 8, 2009, the City Council of the City of Coachella, pursuant to California Health and Safety Code Sections 5473 et seq., adopted an ordinance by two-thirds vote of the City Council revising its Municipal Code to allow for the collection of such solid waste charges on the tax roll, in the same manner and at the same time as general taxes; WHEREAS, annual rates are adjusted to include any increases in the local CPI and disposal rates as set by local landfills;
WHEREAS, the Proposition 218 process was completed in July 2022 for solid waste rates through July 1, 2026;
WHEREAS, the service rates for fiscal year 2024/2025 have been included as Exhibit A to this Resolution.
NOW, THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL OF THE CITY OF COACHELLA, CALIFORNIA, AS FOLLOWS:
1. The above recitals are true and correct.
2. Intention: The City Council herby declares its intention to provide solid waste collection services to all property owners within the City, described in Section 3 of this resolution, for Fiscal Year 2024/2025 at the rates attached to this Resolution.
3. Description of Services: The improvements include but are not limited to: trash collection, trash disposal, yard waste collection, organics collection and processing, recycle collection and processing, street sweeping and disposal, bulky item collection.
4. Public Hearing: The City Council hereby declares its intention to conduct a Public
Item 24.
Resolution No. 2024-21
Hearing concerning the fiscal year 2024/2025 solid waste collection rates.
5. Public Notice: The City shall also give newspaper notice by publishing this resolution in the local newspapers not less than ten (10) days before the public hearing, and by posting a copy of this resolution on the official bulletin board customarily used by the Council for posting of notices.
6. Public Hearing Date: Notice is hereby given that a Public Hearing on these matters will be held by the City Council on June 26, 2024 at 6:00 p.m., or as soon thereafter as feasible in the Council Chambers at City Hall, 1515 Sixth Street, Coachella, CA.
7. City Clerk: The City Clerk is hereby authorized and directed to give notice of such hearing as provided by law.
8. Passage: That the City Clerk shall certify to the passage and adoption of this Resolution; shall enter the same in the book of original Resolution of said City; and shall make a minute of passage and adoption thereof in the records of the proceedings of the City Council of said City, in the minutes of the meeting at which Resolution is passed and adopted.
PASSED, APPROVED and ADOPTED this 12th day of June 2024. ___________________________________
Steven A. Hernandez
Mayor
ATTEST:
___________________________________
Angela M. Zepeda
City Clerk
APPROVED AS TO FORM:
___________________________________
Carlos Campos
City Attorney
Item 24.
Resolution No. 2024-21
STATE OF CALIFORNIA
COUNTY OF RIVERSIDE
CITY OF COACHELLA
)
) ss.
)
I HEREBY CERTIFY that the foregoing Resolution No. 2024-21 was duly adopted by the City Council of the City of Coachella at a regular meeting thereof, held on the 12th day June of 2024, by the following vote of Council:
AYES:
NOES:
ABSENT:
ABSTAIN:
___________________________________
Delia Granados
Deputy City Clerk
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Item 24.
STAFF REPORT
6/12/2024
TO: Honorable Mayor and City Council Members
FROM: Celina Jimenez, Director of Economic Development
Jaime Arroyo, Grants Manager
SUBJECT: Authorize the City Manager to Sign a Conditional Enforceable Loan Commitment Letter for 6
th Street Seniors Chelsea Investment Corporation (CIC), LP, for the 53-Unit Affordable Senior Development Project Located on the Southside of 6
th Street Between Tripoli Avenue and Date Avenue (APN # 778- 113-001 and 778-113-002) in a Not-to-Exceed Amount of $7,200,000 STAFF RECOMMENDATION:
Authorize the City Manager to sign a Conditional Enforceable Loan Commitment Letter for 6th Street Seniors Chelsea Investment Corporation (CIC), LP, for the 53-unit affordable senior development project located on the southside of 6th Street between Tripoli Avenue and Date Avenue (APN # 778-113-001 and 778-113-002) in a not-to-exceed amount of $7,200,000.
BACKGROUND:
The Project was submitted as part of the City’s Transformative Climate Communities (TCC) grant application that received a Transformative Climate Communities Implementation award from the California Strategic Growth Council (SGC) in the amount of $22,125,000. Of the $22,125,000 grant award, $7,200,000 was earmarked for the Project, with the City loaning the $7,200,000 to 6th Street Seniors CIC, LP.
DISCUSSION/ANALYSIS:
City staff is recommending that the City Council authorize the City Manager to enter into a Conditional Enforceable Loan Commitment Letter. The intent of the document is to support their 9% application to the Tax Credit Allocation Committee (TCAC).
The City hereby provides this conditional affordable housing loan commitment wherein the City agrees to loan 6th Street Seniors CIC, LP funds for the construction and/or permanent funding of the Project under the following terms:
1. Loan Amount: $7,200,000.
2. Loan Term: 55 years.
Item 25.
3. Interest: 3% simple per annum.
4. Repayment: In full at end of loan term.
5. Annual Payments: Pro-rata share of 50% of residual cash flow.
Conditions of Loan Approval:
1. The Developer and the City agree to enter into a loan agreement.
2. The Developer secures all project financing.
3. The Developer obtains all necessary City and other regulatory approvals.
4. The Developer agrees to complete all improvements specified in the conditions of approval, grant, funding, and City agreements along with related application and supporting detail documents.
ALTERNATIVES:
1. Authorize the City Manager to sign a Conditional Enforceable Loan Commitment Letter for 6th Street Seniors CIC, LP, for the 53-unit affordable senior development project located on the southside of 6th Street between Tripoli Avenue and Date Avenue (APN # 778-113-001 and 778-113-002) in a not-to-exceed amount of $7,200,000.
2. Not Authorize the City Manager to sign a Conditional Enforceable Loan Commitment Letter for 6th Street Seniors CIC, LP, for the 53-unit affordable senior development project located on the southside of 6th Street between Tripoli Avenue and Date Avenue (APN # 778-113-001 and 778-113-002) in a not-to-exceed amount of $7,200,000.
FISCAL IMPACT:
In December 2023, the City was awarded $22,125,000 as part of the Transformative Climate Communities (TCC) grant. Of that award, $7,200,000 was set aside for housing. The City will recover the $7,2000,000 over the course of the five-year grant term. 6th Street Seniors CIC, LP will repay the City the $7,200,000 back over the 55-year period at the rate of 3% per annum.
ATTACHMENTS:
6 th Street Seniors Conditional Enforceable Loan Commitment Letter
Item 25.
May 9, 2024
Subject: Transformative Climate Communities (TCC) Conditional Enforceable Loan Commitment
To Whom It May Concern:
Chelsea Investment Corporation (“Developer”) has obtained site control for a proposed lowincome housing project with the intention of constructing a 53-unit affordable senior development with 4,742 square feet of commercial space and related improvements known as the 6th Street Seniors Apartments (“Project”) with expected entitlement in the name of 6th Street Seniors CIC, LP. The project includes vacant land located on the south side of 6th Street between Tripoli Ave and Date Ave.
The Project was submitted as part of the City’s Transformative Climate Communities (“TCC”) grant application that received a Transformative Climate Communities Implementation award from the California Strategic Growth Council (“SGC”) in the amount of $22,125,000. Of the $22,125,000 grant award, $7,200,000 is earmarked for the Project and the City will loan the $7,200,000 to 6th Street Seniors CIC, LP.
The City hereby provides this affordable housing loan commitment wherein the City agrees to loan 6th Street Seniors CIC, LP funds for the construction and/or permanent funding of the Project under the following terms:
1. Loan Amount: $7,200,000.
2. Loan Term: 55 years.
3. Interest: 3% simple per annum.
4. Repayment: In full at end of loan term.
5. Annual Payments: Pro-rata share of 50% of residual cash flow.
Conditions of Loan Approval:
1. The Developer and the City agree to enter into a loan agreement.
2. The Developer secures all project financing.
3. The Developer obtains all necessary City and other regulatory approvals.
4. The Developer agrees to complete all improvements specified in grant, funding, and City agreements along with related application and supporting detail documents.
Item 25.
Council of the City of Coachella approved this conditional loan commitment for the abovereferenced project at a meeting on June 12, 2024. This letter shall serve as a conditional enforceable funding commitment for the loan. The loan, totaling $7,200,000, will be made as construction and/or permanent funding for the project.
Should you have any questions, please do not hesitate to contact me at 760-398-3502 Sincerely,
Dr. Gabriel D. Martin,
City Manager
Item 25.
STAFF REPORT
6/12/2024
TO: Honorable Mayor and City Council Members
FROM: Cástulo R. Estrada, Utilities Manager
SUBJECT: Approve the Water Supply Assessment for the Coachella Airport Business Park Project
STAFF RECOMMENDATION:
Approve the Water Supply Assessment (WSA) for the Coachella Airport Business Park Project.
DISCUSSION/ANALYSIS:
This request consists of approval of the WSA for the Coachella Airport Business Park Project (Project) located on approximately 47.96 acres of vacant land in the eastern portion of the Coachella Valley within the City of Coachella, Riverside County, CA.
This development plan encompasses several key components, including warehouses of varying sizes: 135,340 square feet of warehouses with a cooling tower, warehouses spanning 97,760 square feet with a cooling tower and designated space for cannabis cultivation, and a third small warehouse portion covering 96,000 square feet.
In addition to the warehouses, the project includes 81,000 square feet of commercial/retail buildings, 76,800 square feet of personal vehicle storage facilities, and 128,600 square feet of self-storage buildings. The retail aspect of the development features a 4,000 square foot service station/mini mart and a 4,650 square foot fast-food restaurant.
The total projected water demand for the Project is 151.94 acre-feet per year (AFY) or 3.17 acrefeet per acre. This includes projected indoor commercial/industrial water demand of 136.95 AFY, and projected maximum outdoor irrigation water demand of 14.99 AFY. The Project’s total projected water demand accounts for approximately 1.9 percent of the Coachella Water Authority’s total planned increases in urban water demand of 18,746 AFY by 2045.
This WSA provides an assessment of the availability of sufficient water supplies during normal, single-dry, and multiple-dry years over a 20-year projection to meet the projected demands of the Project, in addition to existing and planned future water demands of the Coachella Water Authority (CWA), as required by Senate Bill (SB) 610 and SB 1262. This WSA also includes identification of existing water supply entitlements, water rights, water service contracts, and
Item 26.
agreements relevant to the identified water supply for the Project and quantities of water received in prior years pursuant to those entitlements, rights, contracts, and agreements.
This WSA has been prepared in compliance with the requirements of SB 610 and SB 1262 by MSA Consulting in consultation with CWA and the City of Coachella (City). This WSA does not relieve the Project from complying with all applicable state, county, city, and local ordinances or regulations including the City’s Landscape Ordinance, and indoor water use performance standards provided in the California Water Code now or in the future.
This WSA will be reviewed every five years, or in the event that the water planning assumptions have changed, until the Project begins construction to ensure it remains accurate and no significant changes to either the Project or available water supply have occurred.
FISCAL IMPACT:
N/A
Item 26.
WATER SUPPLY ASSESSMENT FOR COACHELLA
AIRPORT BUSINESS PARK PROJECT
JUNE 12, 2024
Item 26.
Project Location
Item 26.
Project Site Plan
Item 26.
Project Land Use Summary
Specific Plan/Land Use Designation Land Area (Acres)
Non-Residential
Building Area
(ft2)
Large Warehouses (Non-Cannabis) 4.6 135,340
Large Warehouses (Cannabis Cultivation) 4.6 97,760
Small Warehouses 4.6 96,000
Commercial/Retail Buildings 4.6 81,000
Personal Vehicle Storage 4.6 76,800
Self-Storage 6.3 128,600
Service Station/Mini Mart 0.06 4,000
Drive-Thru Fast-Food Restaurant 0.23 4,650
Substation 3.14 0
Open Space 2.50 0
Onsite Roads, Driveways, Parking Lots 12.73 0
Total 47.96 624,150
Item 26.
Projected Total Water Demand
Planning Area Land Area
(Acres)
Indoor
Commercial
and Industrial
Demand
(AFY)
Outdoor
Irrigation
Demand
(AFY)
Total Water
Demand
(AFY)
Large Warehouses (Non-cannabis) with
Cooling Tower 4.60 14.54 1.31 15.85
Large Warehouses (Cannabis
Cultivation) with Cooling Tower 4.60 99.30 1.31 100.62
Small Warehouses 4.60 4.42 1.31 5.73
Commercial/Retail Buildings 4.60 3.73 2.62 6.35
Personal Vehicle Storage 4.60 3.54 1.31 4.85
Self-Storage 6.30 5.92 1.80 7.72
Service Station/Mini Mart 0.06 0.79 0.02 0.80
Drive-Thru Fast Food Restaurant 0.23 4.72 0.07 4.79
Substation 3.14 N/A 0.90 0.90
Open Space 2.50 N/A 0.71 0.71
Onsite Roads, Driveways, Parking Lots
12.73 N/A 3.63 3.63
Total 47.96 136.95 14.99 151.94
Item 26.
Conclusion
Based on the analysis in this Water Supply Assessment (WSA), the projected total water demand for the Coachella Airport Business Park (Project) will be 151.94 acre-feet per year (AFY), or 3.17 acre-feet per acre. CWA’s long-term water management planning ensures that adequate water supplies are available to meet existing and future water needs within its service area. CWA’s urban water demand for 2023 was 7,189 Acre Feet (AF), and CWA’s projected urban water demand for 2025 is 10,869 AF. Additionally, CWA’s projected urban water demand for 2045 is 18,746 AF.
This Project’s water demand of 151.94 AFY accounts for approximately 4.1 percent of the total planned increases in demand of 3,680 AF from 2023 to 2025 and accounts for approximately 1.9 percent of the total planned increase in demand of 7,877 AF from 2025 to 2045.
Item 26.
1 Water Supply Assessment
for the Proposed
Coachella Airport Business Park Project
Prepared for:
City of Coachella
Coachella Water Authority
1515 Sixth Street
Coachella, CA 92236
Prepared by:
MSA Consulting, Inc.
34200 Bob Hope Drive
Rancho Mirage, CA 92270
June 2024
Item 26.
2 Table of Contents
List of Figures..........................................................................................................................................4 List of Tables...........................................................................................................................................4 1 Summary and Requirements...........................................................................................................5
1.1 Regulatory Requirements .............................................................................................................6
1.1.1 Senate Bill 610........................................................................................................................6
1.1.2 Senate Bill 1262......................................................................................................................7
1.2 Water Management Planning Documents....................................................................................7
1.2.1 Urban Water Management Planning Act................................................................................7
1.2.2 Sustainable Groundwater Management Act ..........................................................................8
1.2.3 Groundwater Replenishment.................................................................................................9 2 Public Water System..................................................................................................................... 10
2.1 Coachella Water Authority.......................................................................................................... 10
2.2 Coachella Valley Hydrology......................................................................................................... 13 3 Public Water System – Existing Supply and Demand..................................................................... 13
3.1 Groundwater............................................................................................................................... 14
3.1.1 Coachella Valley Groundwater Basin.................................................................................... 14
3.1.2 Groundwater Demand.......................................................................................................... 16
3.1.3 Groundwater Sustainability.................................................................................................. 16
3.2 Imported Water.......................................................................................................................... 19
3.2.1 Colorado River Water........................................................................................................... 20
3.3 Surface Water ............................................................................................................................. 23
3.3.1 River/Stream Diversion ........................................................................................................ 23
3.3.2 Stormwater Capture............................................................................................................. 23
3.4 Wastewater and Recycled Water................................................................................................ 23
3.5 Conservation............................................................................................................................... 24
3.6 Landscape Ordinance .................................................................................................................. 24
3.7 Water Shortage Contingency Planning........................................................................................ 25 4 Public Water System – Projected Supply and Demand.................................................................. 25
4.1 Projected Urban Demand and Supply ......................................................................................... 26
4.2 Normal, Single-Dry, Multiple-Dry Year Comparison .................................................................... 26 5 Project Description........................................................................................................................ 28 6 Project Water Demands................................................................................................................ 32
Item 26.
3 6.1 Projected Indoor Residential Water Demand.............................................................................. 32
6.2 Projected Indoor Commercial and Industrial Water Demand...................................................... 32
6.3 Projected Outdoor Irrigation Water Demand.............................................................................. 33
6.4 Projected Outdoor Water Features Demand............................................................................... 34
6.5 Projected Total Water Demand................................................................................................... 34
6.6 Projected Water Sources............................................................................................................. 34
6.7 Conservation Measures............................................................................................................... 35
6.7.1 Project Specific Water Conservation Measure ......................................................................... 35 7 Assessment – Availability of Sufficient Supplies............................................................................ 36
7.1 Water Supply Assessment........................................................................................................... 36
7.2 Requirement for Written Verification of Water Supply Availability............................................ 37 8 References.................................................................................................................................... 38
Item 26.
4 List of Figures
Figure 2-1: Coachella Water Authority Service Map ............................................................................. 12 Figure 3-1: Coachella Valley Groundwater Basin and Subbasins........................................................... 15 Figure 3-2: Water Level Monitoring Wells in Indio Subbasin ................................................................ 17 Figure 3-3: Historical Annual Change in Groundwater Storage in the Indio Subbasin........................... 18 Figure 3-4: Change in Groundwater Elevation from Water Year 2008-2009 through Water Year 2021- 2022 in the Indio Subbasin.................................................................................................................... 19 Figure 5-1: Project Regional Location Map............................................................................................ 29 Figure 5-2: Project Vicinity Map............................................................................................................ 30 Figure 5-3: Project Site Plan.................................................................................................................. 31 List of Tables Table 2-2: Monthly Average Climate Data for Palm Springs 13 Table 2-3: Monthly Average Climate Data for Coachella 13 Table 3-1: Groundwater Storage in the Coachella Valley Groundwater Basin 16 Table 3-2: CWA Groundwater Demand in the Coachella Valley Groundwater Basin 16 Table 3-3: CVWD Colorado River Entitlements (AFY) 22
Table 3-4: Colorado River Deliveries to CVWD at the Imperial Dam/Coachella Canal 22 Table 3-5: CVWD Groundwater Recharge of Colorado River Water 22 Table 3-6: State Water Project Table A Allocations 25
Table 4-1: CWA Projected Demands for Potable and Raw Water 26 Table 4-2: Normal Year Supply and Demand Comparison 26
Table 4-3: Single-Dry Year Supply and Demand Comparison 27 Table 4-4: Multiple-Dry Year Supply and Demand Comparison 27 Table 5-1: Project Land Use Summary 31
Table 6-1: Projected Indoor Commercial and Industrial Water Demand 32 Table 6-2: Projected Outdoor Irrigation Water Demand 33 Table 6-3: Projected Total Water Demand 34
Table 6-4: Projected Water Sources 34
Item 26.
5 1 Summary and Requirements
The environmental review of the Coachella Airport Business Park (Project) is being prepared in compliance with the California Environmental Quality Act (CEQA) process. The City of Coachella is the Lead Agency for the planning and environmental review of the proposed Project. The City of Coachella has identified the Coachella Water Authority (CWA) as the Public Water System (PWS) that will supply water for the proposed Project and has requested that CWA assist in preparing a Water Supply Assessment (WSA) as part of the environmental review for the Project.
The Project is located in the eastern portion of the Coachella Valley within the City of Coachella, Riverside County. The proposed project entails the development of approximately 47.96 acres of vacant land. This development plan encompasses several key components, including warehouses of varying sizes: 135,340 square feet of warehouses with a cooling tower, warehousesspanning 97,760 square feet with a cooling tower and designated space for cannabis cultivation, and a third small warehouse portion covering 96,000 square feet.
In addition to the warehouses, the project includes 81,000 square feet of commercial/retail buildings, 76,800 square feet of personal vehicle storage facilities, and 128,600 square feet of self-storage buildings. The retail aspect of the development features a 4,000 square foot service station/mini mart and a 4,650 square foot fast-food restaurant. Furthermore, the project includes open space and a substation that will be serviced by IID.
This WSA determined that the total projected water demand for the Project is 151.94 AFY, or
3.17 acre-feet per acre. This WSA demonstrates that sufficient water supplies exist, or will exist based on current water planning assumptions, to meet the projected demands of the Project, in addition to current and future projected water demands within CWA’s service area in normal, single-dry, and multiple-dry years over a 20-year projection. This WSA will be reviewed every five years, or in the event that the water planning assumptions have changed, until the Project begins construction to ensure it remains accurate and no significant changes to either the Project or available water supply has occurred. Consistent with the provisions of SB 610, neither this WSA nor its approval shall be construed to create a right or entitlement to water service or any specific level of water service, and shall not impose, expand, or limit any duty concerning the obligation of CWA to provide certain service to its existing customers or to any future potential customers.
This WSA does not constitute an agreement to provide water service to the Project, and does not entitle the Project, Project Applicant, or any other person or entity to any right, priority or allocation in any supply, capacity, or facility. To receive water service, the Project will be subject to an agreement with CWA, together with any and all applicable fees, charges, plans and specifications, conditions, and any and all other applicable CWA requirements in place and as amended from time to time. Nor does anything in this WSA prevent or otherwise interfere with CWA’s discretionary authority to declare a water shortage emergency in accordance with the Water Code.
Item 26.
6 1.1 Regulatory Requirements
This WSA provides an assessment of the availability of sufficient water supplies during normal, single-dry, and multiple-dry years over a 20-year projection to meet the projected demands of the Project, in addition to existing and planned future water demands of CWA, as required by Senate Bill (SB) 610 and SB 1262. This WSA also includes identification of existing water supply entitlements, water rights, water service contracts, or agreements relevant to the identified water supply for the Project and quantities of water received in prior years pursuant to those entitlements, rights, contracts, and agreements.
This WSA has been prepared in compliance with the requirements under SB 610 and SB 1262 by MSA Consulting Inc. in consultation with CWA and the City of Coachella. This WSA does not relieve the Project from complying with all applicable state, county, city, and local ordinances or regulations, including the Model Water Efficient Landscape Ordinance (MWELO) and indoor water use performance standards provided in the California Water Code (CWC). This WSA will be reviewed every five years, or in the event that the water planning assumptions have changed, until the Project begins construction, to ensure it remains accurate and no significant changes to either the Project or available water supply has occurred. The Project applicant shall notify CWA when construction of the project begins.
1.1.1 Senate Bill 610
On January 1, 2002, Senate Bill 610 (SB 610) was enacted and codified in CWC Section 10910 et seq., requiring the preparation of a Water Supply Assessment (WSA) for certain new development projects. As stated in SB 610, the purpose of a WSA is to determine whether the PWS’s “total projected water supplies available during normal, single-dry, and multiple-dry water years during a 20-year projection will meet the projected water demand associated with the proposed project, in addition to the PWS’s existing and planned future uses, including agricultural and manufacturing uses.”
CWC Section 10912 defines a “project” as any of the following:
• A proposed residential development of more than 500 dwelling units; • A proposed shopping center or business establishment employing more than 1,000 persons or having more than 500,000 square feet of floor space; • A proposed commercial office building employing more than 1,000 persons or having more than 250,000 square feet of floor space;
• A proposed hotel or motel, or both, having more than 500 rooms; • A proposed industrial, manufacturing, or processing plant, or industrial park, planned to house more than 1,000 persons, occupying more than 40 acres of land, or having more than 650,000 square feet of floor space;
• A mixed-use project that includes one or more of the projects specified in this subdivision; or
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7 • A project that would demand an amount of water equivalent to, or greater than, the amount of water required by a 500 dwelling unit project (about 250 acre-feet per year).
The intent of SB 610 is to improve the link between information on water supply availability and certain land-use decisions made by cities and counties.
1.1.2 Senate Bill 1262
On January 1, 2017, Senate Bill 1262 (SB 1262) was enacted and amended CWC Section 10910, requiring that information regarding the Sustainable Groundwater Management Act (SGMA) be included in a WSA if the water supply for a proposed project includes groundwater from a basin that is not adjudicated and was designated medium- or high-priority by the California Department of Water Resources (DWR).
1.2 Water Management Planning Documents
CWA has prepared long-term planning documents to project future was use and manage the water supplies within its service area. These planning documents can be used for compliance with SB 610 and SB 1262 and are discussed in further detail in the following sections.
1.2.1 Urban Water Management Planning Act
The Urban Water Management Planning Act (UWMPA) was established by Assembly Bill 797 (AB 797) on September 21, 1983, and passage of this law recognized that water is a limited resource and that efficient water use and conservation would be actively pursued throughout the State.
The UWMPA requires that municipal water suppliers providing either directly or indirectly to more than 3,000 customers or supplying more the 3,000 acre-feet per year (AFY), prepare and adopt an Urban Water Management Plan (UWMP) every five years which defines their current and future water use, source of supply, source reliability, and existing conservation measures.
1.2.1.1 Urban Water Management Plan
CWA is required to prepare a UWMP every five years in response to the requirements of the UWMP Act and Water Conservation Act of 2009 (SBx7-7). CWA prepared and adopted its 2010 and 2015 UWMP to document CWA’s projected water demands and plans for delivering water supplies to its water service area during normal, single-dry, and multiple-dry years over a 20-year projection.
The six urban water suppliers in the Coachella Valley (CWA, Coachella Valley Water District (CVWD), Desert Water Agency (DWA), Indio Water Authority (IWA), Mission Springs Water District (MSWD), and Myoma Dunes Mutual Water Company) collaboratively prepared the 2020 Coachella Valley Regional UWMP, including regional and individual agency content and other necessary elements as set forth in DWR’s 2020 UWMP Guidebook. The 2020 Coachella Valley Regional UWMP was submitted to DWR on July 1, 2021.
Item 26.
8 1.2.2 Sustainable Groundwater Management Act
In September 2014, Governor Brown signed three bills into law: Assembly Bill 1739, Senate Bill 1319, and Senate Bill 1168, which became collectively known as the SGMA, creating a framework for sustainable, local groundwater management for the first time in California history. DWR evaluated and prioritized the 515 groundwater basins identified in Bulletin 118, and 94 of these groundwater basins were designated as high- or medium-priority basins, as of December 2019, requiring them to be sustainably managed within 20 years. SGMA required local authorities to form local Groundwater Sustainability Agencies (GSAs) by June 30, 2017, to evaluate conditions in their local groundwater basins and adopt locally-based Groundwater Sustainability Plans (GSPs), or Alternatives to a GSP (Alternative Plans), tailored to their regional economic and environmental needs.
As defined by DWR, the subbasins of the Coachella Valley Groundwater Basin are the Indio, Mission Creek, San Gorgonio Pass, and Desert Hot Springs Subbasins. CWA service area overlies the Indio Subbasin; therefore, the Project is located within the Indio Subbasin. The Indio Subbasin has been designated medium-priority by DWR and issubject to the requirements of SGMA. Basin prioritization is based on a variety of factors such as population, number of wells, and other information determined to be relevant by DWR.
1.2.2.1 Alternative Plan for the Indio Subbasin
Twenty years before the adoption of SGMA, CVWD began the development of the initial water management plan for the Coachella Valley in 1994 after recognizing the need to sustainably manage the Coachella Valley Groundwater Basin. The original planning document is the 2002 Coachella Valley Water Management Plan (CVWMP). The 2002 CVWMP was updated in 2010 and adopted in 2012.
CWA, CVWD, DWA, and IWA, are the Indio Subbasin GSAs designated by DWR fortheir respective service areas. On December 29, 2016, CWA, CVWD, DWA, and IWA collaboratively submitted the 2010 CVWMP Update as an Alternative Plan for the Indio Subbasin, with an associated Bridge Document and supporting documents, to DWR for review and evaluation. On July 17, 2019, DWR determined that the Alternative Plan for the Indio Subbasin satisfies the objectives of SGMA and notified the Indio Subbasin GSAs that the Alternative Plan was approved, and that they would be required to submit an assessment and update of the Alternative Plan pursuant to the SGMA by January 1, 2022, and every five years thereafter. The 2022 Alternative Plan Update for the Indio Subbasin was submitted to DWR on December 29, 2021.
On February 1, 2018, DWR notified all GSAs who submitted Alternative Plans that they would be required to submit annual reports pursuant to SGMA by April 1, 2018, and every year thereafter.
CWA, CVWD, DWA, and IWA have collaboratively prepared and submitted the Indio Subbasin Annual Reports for Water Years 2016-2017 through 2021-2022.
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9 1.2.3 Groundwater Replenishment
Colorado River water has been a major source of supply for the Coachella Valley since 1949 with the completion of the Coachella Canal. The Coachella Canal (Canal) is a branch of the AllAmerican Canal that brings Colorado River water into the Imperial and Coachella Valleys. The Canal originates at Drop 1 on the All-American Canal and extends approximately 122 miles, terminating in CVWD’s Lake Cahuilla. This water is used for agricultural, golf courses, and landscape irrigation purposes, as well as groundwater replenishment. The Colorado River is managed and operated in accordance with the Law of the River, the collection of interstate compacts, federal and state legislation, various agreements and contracts, an international treaty, a U.S. Supreme Court decree, and federal administrative actions that govern the rights to use of Colorado River water within the seven Colorado River Basin states.
State Water Code (SWC) 31630-31639 provides CVWD with the authority to levy and collect water Replenishment Assessment Charges (RACs) to implement groundwater replenishment programs (GRPs) within its jurisdictional boundary. Groundwater replenishment is necessary to mitigate overdraft of the groundwater basin and associated undesirable results. The jurisdictional areas that benefit from the GRPs, and where CVWD levies replenishment assessments on groundwater production, are termed Areas of Benefit (AOBs). There are three AOBs within CVWD’s boundary: the Mission Creek Subbasin AOB, the West Whitewater River Subbasin AOB, and the East Whitewater River Subbasin AOB. The GRP for the West Whitewater River Subbasin AOB was formed in 1976, the GRP for the Mission Creek Subbasin AOB was formed in 2003, and the GRP for the East Whitewater River Subbasin AOB was formed in 2004. To recover the cost of the GRP, a RAC is applied to all non-exempt groundwater production. These RACs are calculated and managed separately by each agency for each of the AOBs. The Project is located within the East Whitewater River Subbasin AOB.
1.2.3.1 Annual Engineer’s Reports
CVWD is required to prepare and present to its Board of Directors annually an Engineer’s Report on Water Supply and Replenishment Assessment on the conditions of the groundwater supplies and recommend RACs to be levied upon groundwater production greater than 25 AFY within each AOB in accordance with SWC 31630-31639. The Engineer’s Report must include the following information: a summary of the conditions of groundwater supplies; the need for replenishment; a description of the replenishment programs, including the source and amount of replenishment waters, the costs associated with the GRP, the areas directly and indirectly benefited by the GRP, and the amount of groundwater produced in each area during the prior year; and a recommendation for the RAC to be levied on each AOB. The 2023-2024 Engineer’s Report on Water Supply and Replenishment Assessment was prepared and presented to CVWD’s Board of Directors on April 25, 2023.
Item 26.
10 The significance of CVWD’s Annual Engineers Report extends to CWA, as CWA is obligated to pay RACs to guarantee water availability to its service population. These RACs help ensure that the Coachella Valley Groundwater Basin is properly managed. 2 Public Water System
The City of Coachella is the Lead Agency for the planning and environmental review of the proposed Coachella Airport Business Park (Project). The City of Coachella has identified the Coachella Water Authority (CWA) as the Public Water System (PWS) that will supply water for the proposed Project and has requested that CWA assist in preparing a Water Supply Assessment (WSA) as part of the environmental review for the Project.
2.1 Coachella Water Authority
The City of Coachella provides domestic water delivery, wastewater collection and reclamation, and local drainage control. In addition, the City manages the Coachella Sanitary District that operates a 4.5 MGD secondary treatment wastewater facility.
The Coachella Water Authority (CWA) was established in 1957 and is administered and managed by the Utilities General Manager under direct supervision of the City Manager. CWA’s existing water system consists of different pressure zones, groundwater wells, storage reservoirs, booster pumping stations, and distribution facilities. The current water system is divided into two pressure zones, the Low Zone and the 150 Zone. The Low Zone Area is generally south of 48th Avenue, bounded by Van Buren on the west, the Coachella Valley Storm Channel on the east, and 54th Avenue on the south. The Low Zone provides water service to the majority of the City and as the City continues to grow, the Low Zone will extend further east. The 150 Zone service area is generally north of 48th Avenue and supplies primarily commercial and light industrial users along the Interstate 10 freeway corridor.
There are currently six wells within the City’s distribution system. The total pumping capacity of active wells is approximately 11,400 gallons per minute (gpm) or 16.5 million gallons per day (MGD). There are three storage reservoirs within the City, the 1.5-million-gallon (MG) Dillion Road Reservoir, the 3.6 MG Mecca Reservoir, and the 5.4 MG Well 18 Reservoir. CWA has a total reservoir storage capacity of approximately 10.5 MG; of which approximately 1.5 MG lies within the 150 Zone.
CWA operates two booster pumping stations, the Mecca Reservoir booster pump station (Well 12 Booster) and the Well 18 Reservoir booster pump station (Well 18 Booster). The Well 12 Booster supplies the Low Zone and takes suction from the Mecca Reservoir, and the Well 18 Booster supplies both the 150 Zone and Low Zone and takes suction from the Well 18 Reservoir.
CWA’s distribution system network consists of approximately 120 miles of pipeline. It is estimated that a majority of pipes in the City’s water distribution system network were installed between the year 1940 and year 1990. The older pipes reside in the southerly section of the lower zone, and the newer pipes are in the northerly section.
Item 26.
11 CWA’s current water supply source is groundwater from the Indio Subbasin produced from CWA owned and operated wells. While CWA is responsible for the water supply for its residents, the City pays RACs to CVWD to ensure necessary groundwater management and replenishment is achieved for the East White Water River Subbasin AOB.
Agricultural areas are not served by CWA’s water system and rely on Coachella Canal water and privately owned and operated wells. As undeveloped and agricultural lands are developed into residential or other land uses, they will be served by CWA and become part of CWA’s service area. For the purpose of developing baselines and targets, CWA delineated the existing water service area based on the existing distribution system as shown in Figure 2-1.
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12 Figure 2-1: Coachella Water Authority Service Map
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13 2.2 Coachella Valley Hydrology
The bulk of natural groundwater replenishment comes from runoff from the adjacent mountains.
The climate in the Coachella Valley is characterized by low humidity, high summer temperatures, and mild dry winters. Average annual precipitation varies from 3 to 6 inches of rain on the Coachella Valley floor to more than 30 inches in the surrounding mountains. Most of the precipitation occurs between December and February, except for summer thundershowers.
Prevailing winds in the area are usually gentle, but occasionally increase to velocities as high as 30 miles per hour or more. Mid-summer temperatures commonly exceed 100 degrees Fahrenheit (
oF), frequently reach 110 o
F, and periodically reach or exceed 120 oF, and the average winter temperature is approximately 60 o
F as shown in Table 2-1 and Table 2-2.
Table 2-1: Monthly Average Climate Data for Palm Springs Source: 2020 Coachella Valley Regional Urban Water Management Plan 1 National Weather Service Forecast, Station Palm Springs Airport, 1998-2020 2 CIMIS Station 208 – La Quinta II, 2007-2020
Table 2-2: Monthly Average Climate Data for Coachella
Source: 2020 Coachella Valley Regional Urban Water Management Plan Data from California Irrigation Management Information System (CIMIS) Station 208, La Quinta II. Data from February 2007 through December 2020.
3 Public Water System – Existing Supply and Demand
Currently, all CWA’s urban potable water uses are supplied using groundwater from the East Whitewater River Subbasin, which is continually replenished by CVWD. As defined by the SWC, CWA is a producer who files a sworn statement with the district setting forth the total quantity of water production in acre-feet which is subject to the Replenishment Assessment Charge (RAC).
The RAC partially funds CVWD’s groundwater replenishment program. There are three separate RACs based on geography because of the varying costs and benefits of the replenishment program for each geography. CWA pays RACs to ensure that the East Whitewater River Subbasin is replenished. To replenish the East Whitewater River Subbasin, CVWD receives imported water from the Colorado River.
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual
Max (oF)1 71 73 80 86 94 104 108 107 102 90 78 69 89
Min (oF)1 47 49 54 59 65 73 80 79 74 64 53 46 62
Rain (in)1 0.95 0.92 0.36 0.10 0.02 0.00 0.25 0.14 0.20 0.20 0.26 0.70 3.80 ETo (in)2 2.5 3.4 5.6 7.1 8.3 8.7 8.1 7.5 6.2 4.7 2.9 2.2 67.2 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual
Max (oF) 71 74 80 85 91 101 102 103 98 88 78 67 87
Min (oF) 43 45 52 58 64 71 78 78 71 60 50 42 59
Rain (in) 0.6 0.1 1.0 0.4 0.1 0.2 0.1 0.1 0.1 0.3 0.3 0.7 3.9 ETo (in) 2.5 3.4 5.6 7.1 8.3 8.7 8.1 7.5 6.2 4.7 2.9 2.2 67.2
Item 26.
14 3.1 Groundwater
Groundwater is the principal source of potable supply in the Coachella Valley and CWA obtains water from the East Whitewater River Subbasin of the Coachella Valley Groundwater Basin.
CVWD has statutory authority to replenish local groundwater supplies and collect RACs necessary to support a groundwater replenishment program as provided in the County Water District Law (California Water Code section 30000, et seq.) and as a GSA under the SGMA. CWA pays the RAC to ensure the East Whitewater River Subbasin Area of Benefit is properly managed.
3.1.1 Coachella Valley Groundwater Basin
The Coachella Valley Groundwater Basin is bounded on the north and east by the San Bernardino and Little San Bernardino Mountains, on the south and west by the Santa Rosa and San Jacinto Mountains, and on the south by the Salton Sea. At the west end of the San Gorgonio Pass, between Beaumont and Banning, the basin boundary is defined by a surface drainage divide separating the Coachella Valley Groundwater Basin from the Beaumont Groundwater Basin of the Upper Santa Ana Drainage Area.
The southern boundary is formed primarily by the watershed of the Mecca Hills and by the northwest shoreline of the Salton Sea running between the Santa Rosa Mountains and Mortmar.
Between the Salton Sea and Travertine Rock, at the base of the Santa Rosa Mountains, the southern boundary crosses the Riverside County Line into Imperial and San Diego Counties.
Although there is interflow of groundwater throughout the Coachella Valley Groundwater Basin, fault barriers, constrictions in the basin profile, and areas of low permeability limit and control movement of groundwater. Based on these factors, the Coachella Valley Groundwater Basin has been divided into subbasins and subareas as described by DWR in 1964 and 2003, and by the United States Geological Survey (USGS) in 1974.
3.1.1.1 Coachella Valley Groundwater Basin – Subbasins
As shown on Figure 3-1, the subbasins of the Coachella Valley Groundwater Basin are the Indio, Mission Creek, San Gorgonio Pass, and Desert Hot Springs Subbasins. The subbasins are defined without regard to water quantity or quality. They delineate areas underlain by formations which readily yield stored groundwater through water wells and offer natural reservoirs for the regulation of water supplies.
The boundaries between subbasins within the Coachella Valley Groundwater Basin are generally defined by faults that impede the lateral movement of groundwater. Minor subareas have also been delineated based on one or more of the following geologic or hydrologic characteristics:
types of water-bearing formations, water quality, areas of confined groundwater, forebay areas, groundwater divides, and surface drainage divides.
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15 Figure 3-1: Coachella Valley Groundwater Basin and Subbasins Source: Indio Subbasin Annual Report for Water Year 2020-2021 The following is a list of the subbasins in the Coachella Valley Groundwater Basin as designated by DWR in Bulletin 118:
• Indio Subbasin (Subbasin 7-21.01)
• Mission Creek Subbasin (Subbasin 7-21.02)
• San Gorgonio Pass Subbasin (Subbasin 7-21.03)
• Desert Hot Springs Subbasin (Subbasin 7-21.04)
DWR designated the Indio, Mission Creek, and San Gorgonio Pass Subbasins as medium-priority, and the Desert Hot Springs Subbasin as very low priority. None of the subbasins are adjudicated or in a state of overdraft.
In 1964, DWR estimated that the subbasins in the Coachella Valley Groundwater Basin contained approximately 39,200,000 acre-feet (AF) of water in the first 1,000 feet below the groundwater surface. The capacities of the subbasins are shown in Table 3-1.
Item 26.
16 Table 3-1: Groundwater Storage in the Coachella Valley Groundwater Basin Subbasin/Subarea Storage (AF) 1
Indio Subbasin
Palm Springs Subarea 4,600,000
Thousand Palms Subarea 1,800,000
Oasis Subarea 3,000,000
Garnet Hill Subarea 1,000,000
Thermal Subarea 19,400,000
Indio Subbasin Subtotal 29,800,000
Mission Creek Subbasin 2,600,000
San Gorgonio Subbasin 2,700,000
Desert Hot Springs Subbasin 4,100,000
Total 39,200,000
Source: DWR Bulletin 108 (1964)
1 First 1,000 feet below ground surface. (DWR, 1964)
3.1.2 Groundwater Demand
Groundwater is the principal source of potable supply in the Coachella Valley and CWA obtains groundwater from the Indio Subbasin of the Coachella Valley Groundwater Basin, which is continually replenished by CVWD. CWA’s groundwater demand in the Coachella Valley Groundwater Basin for 2016 through 2020 is shown in Table 3-2.
Table 3-2: CWA Groundwater Demand in the Coachella Valley Groundwater Basin Groundwater Production
(AF) 2016 2017 2018 2019 2020
Indio Subbasin 6,236 6,818 7,136 6,802 7,216
Source: 2020 Coachella Valley Regional Urban Water Management Plan
3.1.3 Groundwater Sustainability
Long-term sustainability is typically assessed based on changes in groundwater storage over a period on the order of ten to twenty years that includes wet and dry periods.
3.1.3.1 Indio Subbasin
The 2022 Indio Subbasin Alternative Plan Update identified 57 Key Wells across the subbasin to represent local groundwater levels, shown in Figure 3-2. The plan set metrics to demonstrate sustainability, including a Minimum Threshold (MT) at each Key Well. MTs are numeric values used to define undesirable results under SGMA. In WY 2021-2022, water levels in all 57 Key Wells remained above their respective MTs. This confirms that the significant undesirable results of chronic lowering of groundwater levels, depletion of groundwater storage, and potential subsidence are not occurring in the Indio Subbasin.
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17 Figure 3-2: Water Level Monitoring Wells in the Indio Subbasin Source: 2022 Alternative Plan Update for the Indio Subbasin Figure 3-3 shows the historical annual change in groundwater storage from 1970 through Water Year (WY) 2020-2021 in the Indio Subbasin. The figure also shows annual inflows, outflows, groundwater production, and 10-year and 20-year running-average change in groundwater storage. During periods of high artificial recharge, the change in storage tends to be positive. In dry years or periods of high groundwater pumping, the change in storage can be negative.
As shown in Figure 3-3, annual inflows to the Indio Subbasin are highly variable with years of high inflows corresponding to wet years when State Water Project (SWP) delivery volumes were greater. Higher inflows in the mid-1980s occurred when the Metropolitan Water District of Southern California (MWD) commenced large-scale advanced water deliveries to the Indio Subbasin. After an extended period of decline, both the 10-year and 20-year running-average change in storage have shown positive trends since 2009, and the 10-year running-average has been positive since 2017. Thomas E. Levy Groundwater Replenishment Facility (GRF)that services CWA does not receive SWP water; however, it is important to understand what deliverables occur for the whole Indio Subbasin.
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18 Figure 3-3: Historical Annual Change in Groundwater Storage in the Indio Subbasin Source: Indio Subbasin Annual Report for Water Year 2021-2022 As shown in Figure 3-4, groundwater levels have increased significantly in the Indio Subbasin from WY 2008-2009 to WY 2021-2022. The Indio Subbasin Annual Report uses 2009 water levels as a metric of sustainability because historical low groundwater levels occurred in the years around 2009 throughout most of the Indio Subbasin. The Indio Subbasin shows a longterm positive trend in sustainability resulting from implementation of the Indio Subbasin Alternative Plan.
Item 26.
19 Figure 3-4: Change in Groundwater Elevation from Water Year 2008-2009 through Water Year 2021-2022 in the Indio Subbasin
Source: Indio Subbasin Annual Report for Water Year 2021-2022 CWA, CVWD, DWA, and IWA represent the GSA responsible for sustainably managing the Indio Subbasin in compliance with the SGMA. The GSAs have continued efforts to advance the project management actions (PMAs) to maintain the Indio Subbasin in sustainable conditions, able to meet Plan Area water demands, and groundwater levels and quality that avoid undesirable results. With continued implementation of these PMAs, the GSAs are anticipated to meet their water management goals and comply effectively with SGMA. PMAs regarding CWA and its service population discussed in the Indio Subbasin 2021-2022 Annual Report include outreach and costumer programs, costumer rebates, grant funding, and developing a Water Shortage Contingency Plan (WSCP). Water shortage contingency planning is further discussed below in Section 3.7 - Water Shortage Contingency Planning.
3.2 Imported Water
CWA’s current water supply source is groundwater from the Indio Subbasin produced from CWA owned and operated wells. There are currently six wells within the City’s distribution system. The East Whitewater River Subbasin is regionally managed by CWA, CVWD, and IWA. CVWD has statutory authority to replenish local groundwater supplies and collect assessments necessary to support a groundwater replenishment program as provided in the Country Water District Law.
Item 26.
20 CWA pays RACs according to groundwater use to ensure that the East Whitewater River Subbasin is replenished.
CVWD has two sources of imported water available: Colorado River water delivered via the Coachella Canal and SWP water exchanged for Colorado River water delivered through the Colorado River Aqueduct. These imported water sources are used to recharge the groundwater basin and as an alternative to meet non-potable demands from irrigation of agriculture, golf, and urban uses that would have otherwise been met by pumping groundwater. The source of replenishment water for Thomas E. Levy is Colorado River water via the Coachella Canal and does not include SWP water. CWA receives benefits from the Thomas E. Levy GRF; therefore, CWA pays RACs to ensure the eastern portion (East Whitewater River Subbasin) of the Indio Subbasin receives enough water from the Colorado River to replenish water needed to service CWA customers.
3.2.1 Colorado River Water
Colorado River water has been a significant water supply source for the Indio Subbasin since the Coachella Canal was completed in 1949. CVWD is the only agency in the Indio Subbasin that receives Colorado River water allocations. The Colorado River is managed and operated in accordance with the Law of the River, a collection of interstate compacts, federal and state legislation, various agreements and contracts, an international treaty, a U.S. Supreme Court decree, and federal administrative actions that govern the rights to use Colorado River water within the seven Colorado River Basin states. The 1922 Colorado River Compact apportioned the waters of the Colorado River Basin between the Upper Colorado River Basin (i.e., Colorado, Wyoming, Utah, and New Mexico) and the Lower Basin (i.e., Nevada, Arizona, and California).
The 1922 Colorado River Compact allocates 15 million AFY of Colorado River water as follows:
7.5 million AFY to the Upper Basin and 7.5 million AFY to the Lower Basin, plus up to 1 million AFY of surplus supplies. The Lower Basin’s water was further apportioned among the three Lower Basin states by the 1928 Boulder Canyon Project Act and the 1931 Boulder Canyon Project Agreement, typically called the 1931 Seven Party Agreement, which allocates California’s apportionment of Colorado River water among Palo Verde Irrigation District, Imperial Irrigation District (IID), CVWD, Metropolitan Water District of Southern California (MWD), City of Los Angeles, City of San Diego, and County of San Diego. The 1964 U.S. Supreme Court decree in Arizona v. California established Arizona’s basic annual apportionment at 2.8 million AFY, California’s at 4.4 million AFY, and Nevada’s at 0.3 million AFY. Mexico is entitled to 1.5 million AFY of the Colorado River under the 1944 United States-Mexico Treaty for Utilization of Waters of the Colorado and Tijuana Rivers and of the Rio Grande. However, this treaty did not specify a required quality for water entering Mexico. In 1973, the United States and Mexico signed Minute No. 242 of the International Boundary and Water Commission requiring certain water quality standards for water entering Mexico. California’s Colorado River supply is protected by the 1968 Colorado River Basin Project Act, which provides that in years of insufficient supply on the main stem of the Colorado River, supplies to the Central Arizona Project shall be reduced to zero before
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21 California will be reduced below 4.4 million AF in any year. This assures full supplies to the Coachella Valley, except in periods of extreme drought.
The Coachella Canal is a branch of the All-American Canal that brings Colorado River water into the Imperial and Coachella Valleys. Under the 1931 Seven Party Agreement, CVWD receives 330,000 AFY of Priority 3A Colorado River water diverted from the All-American Canal at the Imperial Dam. The Coachella Canal originates at Drop 1 on the All-American Canal and extends approximately 123 miles, terminating in CVWD’s Lake Cahuilla. The service area for Colorado River water delivery under CVWD’s contract with the U.S. Bureau of Reclamation (USBR) is defined as Improvement District No. 1 (ID-1), which encompasses 136,400 acres covering most of the East Valley and a portion of the West Valley north of Interstate 10. Under the 1931 Seven Party Agreement, CVWD has water rights to Colorado River water as part of the first 3.85 million AFY allocated to California. CVWD is in the third priority position along with IID.
In 2003, CVWD, IID, and MWD successfully negotiated the 2003 Quantification Settlement Agreement (2003 QSA), which quantifies Colorado River allocations through 2077 and supports the transfer of water between agencies. Under the 2003 QSA, CVWD has a base entitlement of 330,000 AFY. CVWD negotiated water transfer agreements with MWD and IID that increased CVWD supplies by an additional 123,000 AFY. CVWD’s net QSA supply will increase to 424,000 AFY by 2026 and remain at that level until 2047, decreasing to 421,000 AFY until 2077, when the agreement terminates. As of 2021, CVWD’s available Colorado River water diversions at Imperial Dam under the QSA were 399,000 AFY. This includes the base entitlement of 330,000 AFY, the MWD/IID Transfer of 20,000 AFY, IID/CVWD First Transfer of 50,000 AFY, and IID/CVWD Second Transfer of 28,000 AFY. CVWD’s QSA diversions also deducts the -26,000 AFY transferred to San Diego County Water Authority (SDCWA) as part of the Coachella Canal Lining Project and the - 3,000 AFY transfer to Indian Present Perfected Rights. Additionally, under the 2003 QSA, MWD transferred 35,000 AFY of its State Water Project (SWP) Table A Amount to CVWD. This SWP water is exchanged for Colorado River water and can be delivered at Imperial Dam for delivery via the Coachella Canal to the eastern portion of the Indio Subbasin or at Lake Havasu for delivery via the Colorado River Aqueduct to the western portion of the Indio Subbasin at the Whitewater River Groundwater Replenishment Facility (WWR-GRF). The 2019 Second Amendment guaranteed delivery of the 35,000 AFY from 2019 to 2026, for a total of 280,000 AFY of water to the WWR-GRF during that timeframe. MWD can deliver the water through CVWD’s Whitewater Service Connections (for recharge at WWR-GRF) or via the Advance Delivery account.
The MWD/IID Transfer originated in a 1989 agreement with MWD to receive 20,000 AF of its Colorado River supply. The 2019 Amended and Restated Agreement for Exchange and Advance Delivery of Water defined the exchange and delivery terms between MWD, CVWD, and DWA.
The 2019 Second Amendment to Delivery and Exchange Agreement reduced CVWD’s annual delivery of the MWD/IID Transfer to 15,000 AFY, for a total of 105,000 AF, if taken at the Whitewater Service Connections (for recharge at WWR-GRF) between 2020 and 2026. For those seven years, MWD keeps the remaining 5,000 AFY, after which CVWD’s allocation increases back
Item 26.
22 up to 20,000 AFY. CVWD’s total allocations under the QSA, including MWD’s transfer of 35,000 AFY and the MWD/IID Transfer, will increase from 424,000 AFY in 2020 to 459,000 AFY by 2026 and remain at that level for the remainder of the 75-year term of the QSA. Table 3-3 lists total Colorado River entitlements under existing agreements.
Table 3-3: CVWD Colorado River Entitlements (AFY)
Source: 2022 Alternative Plan Update for the Indio Subbasin 1 The Second IID/CVWD Transfer began in 2018 with 13,000 AF of water. This amount increases annually by 5,000 AFY for a total of 53,000 AFY in 2026.
2 The 35,000 AFY MWD/CVWD SWP Transfer may be delivered at either Imperial Dam or Whitewater River and is not subject to SWP or Colorado River reliability.
3 Accounts for -5,000 AFY reduction in MWD/IID Approval Agreement deliveries from 2020-2026 per the 2019 Amendments with MWD.
The Colorado River deliveries to CVWD at the Imperial Dam/Coachella Canal from 2017 through 2021 are shown in Table 3-4.
Table 3-4: Colorado River Deliveries to CVWD at the Imperial Dam/Coachella Canal Diversions (AF) 2017 2018 2019 2020 2021
Imperial Dam/Coachella Canal 335,321 338,035 343,971 350,618 357,543 Source: U.S. Bureau of Reclamation, Lower Colorado Region, Colorado River Accounting and Water Use Reports for Arizona, California, and Nevada. 2021 data is provisional.
CVWD’s recharge volumes of Colorado River water from 2017 through 2021 are shown in Table 3-5. The source of replenishment water for the Palm Desert GRF and Thomas E. Levy GRF is Colorado River water via the Coachella Canal. CWA receives benefits from the Thomas E. Levy GRF.
Table 3-5: CVWD Groundwater Recharge of Colorado River Water Groundwater Recharge (AF) 2017 2018 2019 2020 2021
Thomas E. Levy GRF 34,614 33,348 36,143 37,536 37,971
Palm Desert GRF 0 0 7,757 9,700 10,633
Total 34,614 33,348 43,900 47,236 48,604
Diversion 2020 2025 2030 2035 2040 2045
Base Entitlement 330,000 330,000 330,000 330,000 330,000 330,000 1988 MWD/IID Approval Agreement 20,000 20,000 20,000 20,000 20,000 20,000 IID/CVWD First Transfer 50,000 50,000 50,000 50,000 50,000 50,000 IID/CVWD Second Transfer1 23,000 48,000 53,000 53,000 53,000 53,000 Coachella Canal Lining -26,000 -26,000 -26,000 -26,000 -26,000 -26,000 Indian Present Perfected Rights Transfer -3,000 -3,000 -3,000 -3,000 -3,000 -3,000 QSA Diversions 394,000 419,000 424,000 424,000 424,000 424,000 MWD SWP Transfer2 35,000 35,000 35,000 35,000 35,000 35,000 Total Diversions 429,000 454,000 459,000 459,000 459,000 459,000 Assumed Conveyance Losses (5%) -21,200 -22,700 -22,950 -22,950 -22,950 -22,950 MWD/IID Approval Agreement Transfer3 -5,000 -5,000 0 0 0 0 Total Available Deliveries 402,800 426,300 436,050 436,050 436,050 436,050
Item 26.
23 Source: 2022-2023 CVWD Annual Engineer’s Reports on Water Supply and Replenishment Assessment
3.3 Surface Water
CWA does not currently use, nor does it have plans to use, any local surface water for its urban potable drinking water supply. Local runoff is collected and utilized for the purpose of recharging groundwater.
3.3.1 River/Stream Diversion
Precipitation that falls in the San Jacinto, Santa Rosa, and Little San Bernardino Mountains is the primary source of natural recharge in the Indio Subbasin with only minor recharge from precipitation in the Little San Bernardino Mountains. Mountain-front recharge includes subsurface inflow from canyons and surface runoff from minor tributaries along the mountain fronts. The Whitewater River is the major stream channel contributing recharge with additional infiltration along other channels such as Snow and Falls Creeks in the upper valley and several smaller streams in the lower portion of the valley that only flow during wet years. The annual volume of natural recharge varies significantly as the annual volume of precipitation varies widely. The 50-year hydrologic period from 1970 to 2019 had an annual average watershed runoff of 52,506 AFY, with approximately 43,300 AFY in natural infiltration. Runoff during the 25- year period from 1995 to 2019 was below average, with 39,196 AFY in watershed runoff and 29,200 AFY in natural infiltration. During normal and wet years, mountain front recharge from these streams and smaller watersheds percolate into the Subbasin as additional subsurface flow.
3.3.2 Stormwater Capture
The Coachella Valley drainage area is approximately 65 percent mountainous and 35 percent typical desert valley with alluvial fan topography buffering the valley floor from the steep mountain slopes. The mean annual precipitation ranges from 30 inches or more in the San Bernardino Mountains to less than 3 inches at the Salton Sea. Three types of storms produce precipitation in the drainage area: general winter storms, general thunderstorms, and local thunderstorms. Longer duration, lower intensity rainfall events tend to have higher recharge rates, but runoff from flash flooding can result from all three types of storms. Otherwise, there is little to no flow in most of the streams in the drainage area.
Large-scale stormwater capture is not expected to yield sufficient water to be worth the investment as a single purpose project. Small-scale stormwater retention systems located in areas of suitable geology to allow percolation could capture small intensity storms as well as street runoff. The potential yield of these systems is not known at this time, but stormwater capture should be considered in conjunction with projects that construct stormwater and flood control facilities.
3.4 Wastewater and Recycled Water
Wastewater that has been highly treated and disinfected can be reused for landscape irrigation and other purposes. Recycled wastewater has historically been used for irrigation of golf courses
Item 26.
24 and municipal landscaping in the Coachella Valley since as early as the 1960s. As growth occurs in the eastern Coachella Valley, the supply of recycled water is expected to increase, creating an additional opportunity to maximize local water supply.
The City of Coachella manages the Coachella Sanitary District that operates a 4.5 MGD secondary treatment wastewater facility. In addition, the City also plans to develop a recycled water system in the future and is currently participating in a recycled water feasibility study spearheaded by the Coachella Valley Regional Water Management Group (CVRWMG) as part of the Coachella Valley Integrated Regional Water Management (IRWM) Plan. The Coachella Water Reclamation Facility has a 4.5 MGD capacity and current average daily discharge of 2.7 MGD. The plant is a full secondary treatment facility with oxidation ditches for denitrification. Waste activated sludge is sent to drying beds for dewatering and then hauled away to landfill for alternate daily cover material.
In addition to the wastewater percolation that occurs at wastewater treatment ponds, some inflow occurs from septic tank/leach field systems that are used to treat and percolate wastewater. These are grouped with return flows because they are individually small and distributed across rural portions of the Indio Subbasin and a few urban areas without access to sewer systems. There are also some septic systems in areas with access to sewer services that have not connected.
3.5 Conservation
Water conservation, and the reduced groundwater production associated with water conservation, benefits the groundwater basin and is an important element of the Alternative Plans and the 2020 Regional Coachella Valley UWMP.
The City of Coachella has a prohibition for wasting water in Municipal Code Section 13.03.044 which states it is unlawful for any person to willfully or neglectfully waste water in any manner whatsoever. Additionally, the City has mandatory prohibitions on water wasting that they enforce during a water shortage. These prohibitions include voluntary and mandatory provisions, audits, and fines that can be imposed. CWA also implements comprehensive water conservation practices such as tiered water rates, turf rebate programs, outreach, and education.
The City’s Utilities General Manager serves the City as its water conservation coordinator along with the staff Environmental/Regulatory Program Manager. They work closely with agencies in the region, particularly through the CVRWMG and CV Watercounts, to implement and provide successful execution of water conservation programs in the City. The City continues to investigate Federal, State, and local funding to develop new programs throughout its service area.
3.6 Landscape Ordinance
The City of Coachella abides by the Model Water Efficient Landscape Ordinance (MWELO) developed by the California Department of Water Resources (DWR). DWR worked with local agencies, water suppliers, landscape industry groups and public interested parties to prepare the
Item 26.
25 current (2015) updated MWELO. The ordinance encourages limited use of turf areas and reduces landscape irrigation consumption by mandating high efficiency irrigation systems and low water use landscaping. The City conducts plan checking for compliance with the landscape ordinance prior to the construction of new and/or rehabilitated landscape sites.
3.7 Water Shortage Contingency Planning
The RUWMP participating agencies have elected to use the six standard shortage levels included in guidance documents prepared by DWR. The six standard water shortage levels correspond to progressively increasing estimated shortage conditions (up to 10-, 20-, 30-, 40-, 50- percent, and greater than 50-percent shortage compared to the normal reliability condition). These levels are identified in Table 3-6.
Table 3-6: Urban Water Shortage Contingency Plan Shortage Levels Shortage Level Shortage Range Water Supply Condition
1 Up to 10% Mandatory prohibitions defined by the State, ongoing rebate programs
2 Up to 20% Outdoor water use restrictions on time of
day, increased water waste patrols
3 Up to 30% Outdoor water use restrictions on days per
week, restrictions on filling swimming pools
4 Up to 40% Limits on new landscaping, expanded public
information campaign
5 Up to 50% Limits on watering of parks or school grounds 6 Greater than 50% No potable water use for outdoor purposes Source: 2021 Coachella Water Authority & Sanitary District Water Shortage Contingency Plan These supply reductions could be the result of a variety of potential causes including natural forces, system component failure or interruption, regulatory actions, contamination, or any combination of factors. CWA may need to activate shortage levels across its entire service area or within certain areas that are impacted by an event. The levels involve voluntary and mandatory conservation measures and restrictions, depending on the causes, severity, and anticipated duration of the water supply shortage. The locally appropriate shortage response actions that would be taken at each level to address the resulting gap between supplies and demands.
4 Public Water System – Projected Supply and Demand
Coachella Water Authority (CWA) projects that water use for the City will generally increase at a similar rate to that of the projected population increase within the City and its sphere of influence (SOI). For long-range planning, CWA continues to evaluate opportunities for transfers, exchanges, and other purchases of imported water to increase supply reliability.
CVWD and DWA collaborate to replenish the groundwater aquifer with imported water, creating a stored supply that can be used for emergencies or longer-term shortages. The RUWMP
Item 26.
26 participating agencies continue to implement water conservation measures and increase use of recycled water usage to reduce groundwater demand.
4.1 Projected Urban Demand and Supply
The following table from the 2020 Coachella Valley Regional UWMP provides the CWA’s future water demand projections by water use sector over the next 20+ years. Potable water demand projections for the CWA service area are summarized in Table 4-1.
Table 4-1: CWA Projected Demands for Potable and Raw Water Use Type
Projected Water Use
2025 2030 2035 2040 2045
Single Family 7,072 8,364 9,575 10,840 11,785
Multi-Family 1,005 1,189 1,422 1,799 2,342
Commercial / Industrial /
Institutional 1,181 1,370 1,558 1,674 1,790
Landscape 935 1,096 1,257 1,449 1,641
Other 22 26 31 36 41
Losses 654 774 888 1,021 1,147
Total 10,869 12,819 14,731 16,819 18,746
NOTES: Units are Million Gallons (MG)
Source: 2020 Coachella Valley Regional UWMP
4.2 Normal, Single-Dry, Multiple-Dry Year Comparison
The following tables from the 2020 Regional UWMP provide CWA’s projected water supplies and demands in a normal year, single-dry year, and multiple-dry years. During normal years, CWA will be able to meet current and future urban water demand needs projected in the 2020 Regional UWMP as shown in Table 4-2.
Table 4-2: Normal Year Supply and Demand Comparison
2025 2030 2035 2040 2045
Supply Totals (AFY) 10,869 12,819 14,731 16,819 18,746
Demand Totals (AFY) 10,869 12,819 14,731 16,819 18,746
Difference 0 0 0 0 0
Source: 2020 Regional Urban Water Management Plan
Note: CWA and the other Regional UWMP agencies collaborate on groundwater management plans for long-term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown here.
During single-dry years, CWA will be able to meet current and future urban water demand needs asshown in Table 4-3. Water supplies during the single-dry year are 100 percent reliable. CVWD’s groundwater replenishment program replenishes the basin to increase groundwater storage during wet years and that supply is available for use during dry years which benefits all water districts using groundwater, including CWA. Thus, the supply and demand comparison for the single-dry year is the same as the normal year.
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27 Table 4-3: Single-Dry Year Supply and Demand Comparison 2025 2030 2035 2040 2045
Supply Totals (AFY) 10,869 12,819 14,731 16,819 18,746
Demand Totals (AFY) 10,869 12,819 14,731 16,819 18,746
Difference 0 0 0 0 0
Source: 2020 Regional Urban Water Management Plan
Note: CWA and the other Regional UWMP agencies collaborate on groundwater management plans for long-term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown here.
During multiple-dry years, CWA will be able to meet current and future urban water demand needs as shown in Table 4-4. Similar to the single-dry year, the multiple-dry year water supply reliability is 100 percent. Thus, the supply and demand comparison for the multiple-dry years is the same as the normal year. CWA and the other Regional UWMP agencies collaborate on groundwater management plans for long-term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown here.
Table 4-4: Multiple-Dry Years Supply and Demand Comparison 2025 2030 2035 2040 2045
First
Year
Supply Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Demand Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Difference 0 0 0 0 0
Secon
d Year
Supply Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Demand Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Difference 0 0 0 0 0
Third
Year
Supply Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Demand Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Difference 0 0 0 0 0
Fourth
Year
Supply Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Demand Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Difference 0 0 0 0 0
Fifth
Year
Supply Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Demand Totals
(AFY) 10,869 12,819 14,731 16,819 18,746
Item 26.
28 Difference 0 0 0 0 0
Source: 2020 Regional Urban Water Management Plan
Note: CWA and the other Regional UWMP agencies collaborate on groundwater management plans for long-term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown here. 5 Project Description
The Coachella Airport Business Park Project (Project) is located in the eastern portion of the Coachella Valley within the incorporated limits of the City of Coachella, Riverside County as shown in Figure 5-1: Project Regional Location Map. The Project will be accessible from the southwestern frontage along Airport Boulevard and is bounded by an undeveloped property owned by CVWD to the north, SR-86 to the east, a mobile home park to the south, and the Coachella Valley Stormwater Channel to the west. The vicinity map is shown in Figure 5-2: Project Vicinity Map. The Project proposes to develop approximately 47.96 acres of vacant land in the Coachella Valley to include warehouses of varying sizes, commercial retail building buildings, personal vehicle storage, self-storage, a commercial retail land use comprised of a service station/mini mart and drive-thru fast food restaurant, open space, and a substation serviced by IID as shown below in Figure 5-3: Project Site Plan and Table 5-1: Project Land Use Summary.
Item 26.
29 Figure 5-1: Project Regional Location Map
Item 26.
30 Figure 5-2: Project Vicinity Map
Item 26.
31 Figure 5-3: Project Site Plan
Table 5-1: Project Land Use Summary
Acreages from Air Quality Energy, Greenhouse Gas Emissions and Health Risk Assessment Impact Analysis, Coachella Airport Business Park Project, Table H - CalEEMod Land Use Parameters from Appendix A in the project's IS/MND. Lot Acreage of 23.03 for "Large warehouses, small warehouses, personal vehicle storage, and small businesses" divided by 5 for Large Warehouse (Noncannabis) with Cooling Tower, Large Warehouse (Cannabis Cultivation) with Cooling Tower, Small Warehouse, Commercial/ Retail Buildings, and Personal Vehicle Storage
Specific Plan/Land Use Designation Land Area
(Acres)
Non-Residential
Building Area
(ft2)
Large Warehouses (Non-Cannabis) 4.6 135,340
Large Warehouses (Cannabis Cultivation) 4.6 97,760
Small Warehouses 4.6 96,000
Commercial/Retail Buildings 4.6 81,000
Personal Vehicle Storage 4.6 76,800
Self-Storage 6.3 128,600
Service Station/Mini Mart 0.06 4,000
Drive-Thru Fast-Food Restaurant 0.23 4,650
Substation 3.14 0
Open Space 2.50 0
Onsite Roads, Driveways, Parking Lots 12.73 0
Total 47.96 624,150
Item 26.
32 6 Project Water Demands
The Coachella Airport Business Park Project (Project) proposes to develop approximately 47.96 acres of vacant land in the Coachella Valley to include 135,340 square feet (sf) of warehouses with a cooling tower, 97,760 sf of warehouses with cannabis cultivation and a cooling tower, 96,000 sf of small warehouses, 81,000 sf commercial land use, 128,600 sf of self-storage land use, 76,800 sf of personal vehicle storage, and retail land use including a service station/mini mart (4,000 SF) and drive-thru fast food restaurant (4,650 SF). Additionally, the project will have open space and an IID substation.
6.1 Projected Indoor Residential Water Demand
The Project does not propose residential uses, so the indoor residential water usage for this Water Supply Assessment (WSA) is 0.
6.2 Projected Indoor Commercial and Industrial Water Demand The projected indoor commercial and industrial unit usage for this WSA are based on the American Water Works Association Research Foundations (AWWARF’s) Commercial and Industrial End Uses of Water.
A reverse osmosis (RO) water purification treatment system is proposed for operation of cannabis cultivation for the proposed Project. RO water purification systems use a semipermeable membrane and high pressure to remove ions, molecules, and larger particles from water. RO systems typically require two to four gallons of water to make one gallon of RO water; therefore, water use would be increased as calculated below.
The projected indoor commercial and industrial water demand for the Project totals 136.95 AFY as shown in Table 6-1.
Table 6-1: Projected Indoor Commercial and Industrial Water Demand Planning Area Indoor Area
(ft2)
Water
Demand
Factor 1
(gal/sf/year)
Water
Demand
(gpd)
Water
Demand 2
(AFY)
Large Warehouses (Non-Cannabis Uses)
with Cooling Tower
135,340 35 12,977.81 14.54
Large Warehouses (Cannabis Cultivation)
with Cooling Tower
97,760 331 88,653.59 99.30
Small Warehouses 96,000 15 3,945.21 4.42
Commercial/Retail Buildings 81,000 15 3,328.77 3.73
Personal Vehicle Storage 76,800 15 3,156.16 3.54
Self-Storage 128,600 15 5,284.93 5.92
Drive-Thru Fast Food Restaurant 4,650 331 4,216.85 4.72 Service Station/Mini Mart 4,000 64 701.37 0.79
Total 624,150 122,264.68 136.95 1 AWWARF Commercial and Industrial End Uses of Water, 2000.
Item 26.
33 2 One AFY = 892.742 gallons per day; Conversion used above.
Note: Large Warehouses (Non-Cannabis Cultivation) Water Demand Factor is 35 gal per square foot per year (Office 15 plus Cooling Tower 20 gal per sf per year)
Large Warehouses (Cannabis Cultivation) Water Demand Factor equals 331 due to the proposed cannabis cultivation practices using an RO system and a cooling tower.
6.3 Projected Outdoor Irrigation Water Demand
The projected outdoor irrigation water usage is based on the Maximum Applied Water Allowance (MAWA) equation from Appendix D of Coachella Valley Water District’s (CVWD’s) Landscape Ordinance No. 1302.5, which meets the water conservation goals of the California Department of Water Resources (DWR) Model Efficient Landscape Ordinance (MWELO). The projected outdoor irrigation water demand is 14.99 AFY as shown in Table 6-2 below.
Table 6-2: Projected Outdoor Irrigation Water Demand
Planning Area Landscaped
Area (ft2)
ETo
(in/yr) 1ETAF 2
Conversion
Factor
(gal/ft2) 3
Water
Demand
(gpd)
Water
Demand
(AFY)
Large Warehouses
(Non-Cannabis) with
Cooling Tower
20,037.60 76.46 0.45 0.62 1,171.09 1.31
Large Warehouses
(Cannabis
Cultivation) with
Cooling Tower
20,037.60 76.46 0.45 0.62 1,171.09 1.31
Small Warehouses 20,037.60 76.460.45 0.62 1,171.09 1.31 Commercial / Retail
Buildings 40,075.20 76.46 0.45 0.62 2,342.19 2.62
Personal Vehicle
Storage 20,037.60 76.46 0.45 0.62 1,171.09 1.31
Self-Storage 27,442.80 76.46 0.45 0.62 1,603.89 1.80
Service Station /
Mini Mart 261.36 76.46 0.45 0.62 15.28 0.02
Drive-Thru Fast
Food Restaurant 1,001.88 76.46 0.45 0.62 58.55 0.70
Substation 13,677.84 76.46 0.45 0.62 799.40 0.90
Open Space 10,890.00 76.46 0.45 0.62 636.46 0.71
Onsite Roads,
Driveways, Parking
Lots
55,451.88 76.46 0.45 0.62 3,240.87 3.63
Total 228,951.36 13,381.01 14.99 1 Reference Evapotranspiration (ETo) for ETo Zone 4 from CVWD Landscape Ordinance 1302.5, Appendix C 2 Evapotranspiration Adjustment Factor (ETAF) from CVWD Landscape Ordinance 1302.5, Appendix D 3 Conversion Factor from CVWD Landscape Ordinance 1302.5, Appendix D
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34 6.4 Projected Outdoor Water Features Demand
The Project does not propose outdoor recreational waterfeature usage, so the projected outdoor water features demand for the Project is 0.
6.5 Projected Total Water Demand
The total projected water demand for the Project is 151.94 AFY, or 3.17 acre-feet per acre, as shown in Table 6-3 below.
Table 6-3: Projected Total Water Demand
Planning Area Land Area
(Acres)
Indoor
Commercial
and Industrial
Demand
(AFY)
Outdoor
Irrigation
Demand
(AFY)
Total Water
Demand
(AFY)
Large Warehouses (Noncannabis) with Cooling Tower 4.60 14.54 1.31 15.85 Large Warehouses (Cannabis
Cultivation) with Cooling Tower 4.60 99.30 1.31 100.62
Small Warehouses 4.60 4.42 1.31 5.73
Commercial/Retail Buildings 4.60 3.73 2.62 6.35
Personal Vehicle Storage 4.60 3.54 1.31 4.85
Self-Storage 6.30 5.92 1.80 7.72
Service Station/Mini Mart 0.06 0.79 0.02 0.80
Drive-Thru Fast Food Restaurant 0.23 4.72 0.07 4.79
Substation 3.14 N/A 0.90 0.90
Open Space 2.50 N/A 0.71 0.71
Onsite Roads, Driveways,
Parking Lots 12.73 N/A 3.63 3.63
Total 47.96 136.95 14.99 151.94
6.6 Projected Water Sources
The Project is anticipated to utilize the CWA Domestic System to provide water service to the Project site, as shown on Table 6-4.
Table 6-4: Projected Water Sources
Planning Area
Land
Area
(Acres)
Water Source
Large Warehouses (Non-Cannabis) 4.6
CWA Domestic System
Large Warehouses (Cannabis) 4.6
Small Warehouses 4.6
Commercial/Retail Buildings 4.6
Personal Vehicle Storage 4.6
Self-Storage 6.3
Item 26.
35 Service Station/Mini Mart 0.06
Drive-Thru Fast Food Restaurant 0.23
Substation 3.14
Open Space 2.5
Onsite Roads, Driveways, Parking
Lots
12.73 6.7 Conservation Measures
The following section describes the water conservation measures to be implemented by the proposed Project.
6.7.1 Project Specific Water Conservation Measures
Project developers will be required to implement the following measures in order to assure the most efficient use of water resources and to meet and maintain the most recent UWMP goals throughout the life of the Project:
1. In addition to following DWR’s MWELO, to the greatest extent practicable, native plant materials and other drought-tolerant plants shall be used in all non-turf areas of Project landscaping. Large expanses of lawn and other water-intensive landscaped areas shall be kept to the minimum necessary and consistent with the functional and aesthetic needs of the Project, while providing soil stability to resist erosion.
2. In the event recycled water becomes available to the Project, the potential use of tertiary treated water will be reviewed to determine feasibility of its use for on-site landscaped areas to reduce the use of groundwater for irrigation.
3. The installation and maintenance of efficient on-site irrigation systems will minimize runoff and evaporation and maximize effective watering of plant roots. Drip irrigation and moisture detectors will be used to the greatest extent practicable to increase irrigation efficiency.
4. The use of low-flush toilets and water-conserving faucets shall be required in conformance with Section 17921.3 of the Health and Safety Code, Title 20, California Code of Regulations Section 1601(b), and applicable sections of Title 24 of the State Code.
Item 26.
36 7 Assessment – Availability of Sufficient Supplies
7.1 Water Supply Assessment
Based on the analysis in this Water Supply Assessment (WSA), the projected total water demand for the Coachella Airport Business Park (Project) will be 151.94 acre-feet per year (AFY), or 3.17 acre-feet per acre. CWA’s long-term water management planning ensures that adequate water supplies are available to meet existing and future water needs within its service area. CWA’s urban water demand for 2023 was 7,189 Acre Feet (AF), and CWA’s projected urban water demand for 2025 is 10,869 AF. Additionally, CWA’s projected urban water demand for 2045 is 18,746 AF.
This Project’s water demand of 151.94 AFY accounts for approximately 4.1 percent of the total planned increases in demand of 3,680 AF from 2023 to 2025 and accounts for approximately 1.9 percent of the total planned increase in demand of 7,877 AF from 2025 to 2045.
This WSA provides an assessment of the availability of sufficient water supplies during normal, single-dry, and multiple-dry years over a 20-year projection to meet the projected demands of the Project, in addition to existing and planned future water demands of CVWD, as required by Senate Bill (SB) 610 and SB 1262. This WSA also includes identification of existing water supply entitlements, water rights, water service contracts, and agreements relevant to the identified water supply for the Project and quantities of water received in prior years pursuant to those entitlements, rights, contracts, and agreements.
This WSA has been prepared in compliance with the requirements of SB 610 and SB 1262 by MSA Consulting Inc. in consultation with CWA and the City of Coachella. This WSA does not relieve the Project from complying with all applicable state, county, city, and local ordinances or regulations including the Department of Water Resources (DWR) Model Water Efficient Landscape Ordinance (MWELO), and indoor water use performance standards provided in the California Water Code now or in the future.
Consistent with the provisions of SB 610, neither this WSA nor its approval shall be construed to create a right or entitlement to water service or any specific level of water service, and shall not impose, expand, or limit any duty concerning the obligation of CVWD to provide certain service to its existing customers or to any future potential customers.
This WSA does not constitute an agreement to provide water service to the Project, and does not entitle the Project, Project applicant, or any other person or entity to any right, priority, or allocation in any supply, capacity, or facility. To receive water service, the Project will be subject to an agreement with CVWD, together with any and all applicable fees, charges, plans and specifications, conditions, and any and all other applicable CVWD requirements in place and as amended from time to time. Nor does anything in this WSA prevent or otherwise interfere with CVWD’s discretionary authority to declare a water shortage emergency in accordance with the Water Code.
Item 26.
37 This WSA will be reviewed every five years, or in the event that the water planning assumptions have changed, until the Project begins construction to ensure it remains accurate and no significant changes to either the Project or available water supply has occurred. The Project applicant shall notify CVWD when construction of the Project begins.
7.2 Requirement for Written Verification of Water Supply Availability Government Code §66473.7 requires that a Written Verification of Water Supply (WV) be prepared in connection with the approval of a development agreement or tentative map that includes a subdivision. A subdivision is defined as a proposed residential development of more than 500 units, except that for a water agency with fewer than 5,000 service connections, a subdivision includes a residential development project that would account for an increase of 10 percent or more in the number of the agency’s existing service connections. Due to the lack of residential development in the Coachella Airport Business Park Project, a WV is not required.
This WSA is not a WV. If the County of Riverside determines that the Project or any planning area meets the definition of a subdivision and therefore requires preparation of a WV, the County of Riverside must request a WV prepared by CWA in compliance with the requirements of SB 221.
This WSA may be used to support the WV. Depending on circumstances including but not limited to new water efficiency regulations or changes in water supply availability, CWA may recommend preparation of an updated supply and demand assessment to support the WV.
Item 26.
38 8 References
American Water Works Association Research Foundation, Commercial and Institutional End Uses of Water, 2000
California Department of Water Resources, Final State Water Project Delivery Capability Report 2019, August 2020
Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, Indio Water Authority, Mission Springs Water District, Myoma Dunes Mutual Water Company, 2020 Coachella Valley Regional Urban Water Management Plan, Water Systems Consulting, Inc., June 2021 City of Coachella Website, Utilities Department Water Division page Coachella Valley Water District, 2022-2023 Engineer’s Report on Water Supply and Replenishment Assessment, Wildermuth Environmental Inc., April 2022 Coachella Valley Water District, Landscape Ordinance 1302.5, July 2020 Department of Water Resources, Model Water Efficient Landscape Ordinance Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, and Indio Water Authority, Indio Subbasin Annual Report for Water Year 2021-2022, Todd Groundwater Inc., March 2023
Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, and Indio Water Authority, 2022 Indio Subbasin Water Management Plan Update/Alternative Plan Update, Todd Groundwater Inc., December 2021
United States Bureau of Reclamation, Colorado River Accounting and Water Use Reports for Arizona, California, and Nevada
Item 26.
STAFF REPORT
6/12/2024
TO: Honorable Mayor and City Council Members
FROM: Cástulo R. Estrada, Utilities Manager
SUBJECT: Proposal to Perform Well Site Evaluation, Provide Final Recommendation and Prepare Technical Specifications and Bid Package for the Drilling, Construction and Development of Well #20; CIP W-46, for a Total Cost of $50,600.00 STAFF RECOMMENDATION:
Authorize the Task Order Proposal to Perform Well Site Evaluation, Provide Final Recommendation and Prepare Technical Specifications and Bid Package for the Drilling, Construction and Development of Well #20; CIP W-46, for a Total Cost of $50,600.00 BACKGROUND:
The City of Coachella and its Coachella Water Authority (CWA) is responsible for the water service to its residents and customers within its service boundary. The water division of the Utilities Department serves a population of approximately 45,000. Existing land uses consists primarily of single and multi-family homes, but also includes commercial and industrial zones.
Full buildout of the City’s sphere of influence (SOI), for a total service area of approximately 53 square miles is not anticipated until sometime after 2050.
CWA’s current water supply source is groundwater from the Indio Sub‐basin produced from CWA owned and operated wells. There are approximately 9,100 (meter) connections to the system.
CWA’s existing water system consists of different pressure zones, groundwater wells, storage reservoirs, booster pumping stations, and distribution facilities. The current water system is divided into two pressure zones, the Low Zone and the 150 Zone. The Low Zone Area is generally south of 48th Avenue, bounded by Van Buren on the west, the Coachella Valley Storm Channel on the east, and 54th Avenue on the south. The Low Zone provides water service to the majority of the City and as the City continues to grow, the Low Zone will extend further east. The 150 Zone service area is generally north of 48th Avenue and supplies primarily commercial and light industrial users along the Interstate 10 freeway corridor.
CWA has one principal source of water supply, local groundwater pumped from the CWA‐owned wells. There are currently six wells within the City’s distribution system. The total pumping capacity of active wells is approximately 11,759 gallons per minute (gpm) or 16.5 million gallons per day (MGD).
Item 27.
There are three storage reservoirs within the City, the 1.5 million gallon (MG) Dillion Road Reservoir, the 3.6 MG Mecca Reservoir, and the 5.4 MG Well 18 Reservoir. CWA has a total reservoir storage capacity of approximately 10.5 MG; of which, approximately 1.5 MG lies within the 150 Zone.
CWA operates two booster pumping stations, the Mecca Reservoir booster pump station (Well 12 Booster) and the Well 18 Reservoir booster pump station (Well 18 Booster). The Well 12 Booster supplies the Low Zone and takes suction from the Mecca Reservoir, and the Well 18 Booster supplies both the 150 Zone and Low Zone, and takes suction from the Well 18 Reservoir.
CWA’s distribution system network consists of approximately 120 miles of pipeline, which range from 4‐ inches to 36‐inches in diameter. It is estimated that a majority of pipes in the City’s water distribution system network were installed between the year 1940 and year 1990. The older pipes reside in the southerly section of the lower zone, and the newer pipes are in the northerly section.
Asbestos cement (AC) is the most common pipeline material in the City, according to operations staff; with the remaining pipelines being either polyvinyl chloride (PVC) or ductile iron (DI) and lined steel.
DISCUSSION/ANALYSIS:
The public water system has a firm capacity of 9,436 gallons per minute, and in early 2023 staff calculated that the surplus firm capacity of the system was approximately 947 gallons per minute.
Since then the City has approved several mayor projects that have reduced the surplus significantly. With the approval of the Tripoli Apartments, Sevilla II (Pyramid Ranch), the expansion at 29 Palms and remaining lots at Rancho Mariposa staff calculates the surplus is now approximately 316 gallons per minute.
There are also several significant proposed projects that will quickly encumber the remaining surplus and exceed the available supply. It is for this reason that staff recommends the planning for the construction of a new well #20 to increase the capacity of the system. A new well can cost $ 2-3 million and take up 2 years to design and construct.
FISCAL IMPACT:
This project is included in the Fiscal Year 2024-25 Water Capital Improvement Budget, W-46 in the amount of $320,000.00.
ATTACHMENTS:
1. Dudek Proposal
2. Dudek On-call Services PSA
Item 27.
Coachella Sanitary District Tyler Street Sewer Capacity Improvements December 12, 2023
Castulo Estrada
Utilities Manager
City of Coachella
87075 Avenue 54
Coachella, California 92236
Subject: Proposal to Perform Well Site Evaluation, Provide Final Recommendation and Prepare Technical Specifications and Bid Package for the Drilling, Construction and Development of Proposed Well 20 Dear Mr. Estrada,
Dudek is pleased to submit this proposal to the City of Coachella (City) to support the final well siting and preparation of technical specifications and bid document package for the drilling, construction and development of proposed Well 20. Dudek offers the District a team of
professional hydrogeologists and water resource
engineers with years of local experience on similar
projects. We specialize in all aspects of production
well construction, from bidding, planning and
design to overseeing drilling, development, testing,
equipping, and above-grade infrastructure
associated with the operations of a well. As part of
our initial approach, Dudek hydrogeologists will
review the Well 20 Siting Evaluation technical
memorandum dated August 22, 2017.
Based on discussions with the City, Dudek
understands that the anticipated location for the
new well is location C or D, as identified in the
report and shown in Figure 1. However, the City
recently acquired new property further south near
Avenue 53. Dudek will evaluate this newly
acquired property as a potential well site and make
a final recommendation for the final location of
Well 20, factoring in considerations such as
hydrogeologic setting, production potential, well
interference potential, groundwater quality,
proximity to existing infrastructure, and parcel ownership. Additionally, Dudek will support the City following the final well site selection with the preparation of technical specifications and a bid package for solicitation of a licensed C57 drilling contractor.
The new groundwater well will be located within the Indio Subbasin of the Coachella Valley Groundwater Basin (DWR Basin No. 7-12.01, which is designated as a medium-priority basin and subject to the Sustainable Groundwater Management Act (SGMA) of 2014. The four water agencies in the Indio Subbasin (Coachella Valley Water District, Desert Water Agency, Coachella Water Authority and the Indio Water Authority) are collaborating to manage the Subbasin, each acting as exclusive Groundwater Sustainability Agencies (GSAs) that oversee portions of the Figure 1: Potential Well Sites Based on 2017 Well Siting Report.
Item 27.
Coachella Sanitary District Tyler Street Sewer Capacity Improvements 2 Subbasin overlying their respective services area. The new well location will be within the Coachella Water Authority management area.
We understand that an important initial component of this project (after the final well site has been selected) will be obtaining all the necessary permits in a timely fashion to prevent project delays. We will provide well permitting support including completing a preliminary Drinking Water Sources Assessment and Protection (DWSAP) report will be prepared for the District new groundwater production well, which will follow the Division of Drinking Water (DDW) templates and guidelines. Additionally, we will facilitate permitting through the Riverside County Department of Environmental Health, as necessary.
Dudek’s project manager, Kayvan Ilkhanipour, PG, CHg, will serve as the point of contact for the City and Patrick Rentz, PG will serve and the senior hydrogeologist on the project. This letter outlines our anticipated scope to provide hydrogeological support for the Well 20 well project and includes our assumptions of the level of effort required.
Scope of Work
Task 1: Project Management and Meetings
Preparation of monthly invoices and progress reports. Monthly budget and schedule tracking.
Regular communication between the Dudek project manager, City, and project team. Facilitation of quality control reviews for deliverables. Meetings:
- Kickoff Meeting: In person kick off meeting including Dudek project manager, project engineer and appropriate District engineering, management, and operations staff. The meeting will be followed by a site visit.
- Preliminary Design Report (PDR) review meeting. Zoom meeting to review and discuss PDR, and receive City comments.
- Draft technical specifications review meeting. Zoom meeting to review draft technical specifications for Well 20, based off of PDR report, and receive City comments. - Final technical specifications review meeting. Zoom meeting to review draft technical specifications for Well 20, and receive City comments.
Deliverables:
Meeting agendas for online meetings.
Meeting minutes for all meetings.
Task 2: Data Review and Preliminary Design Report (PDR) Dudek will prepare a preliminary design report that will include an evaluation of the recently acquired well site south of Ave. 53 , background hydrogeologic data at and near the site, a preliminary design of the well, and information regarding the planned well construction. The site evaluation will include accessing the site location for any hazards and feasibility for connecting the new water supply to existing infrastructure. Background hydrogeologic data will be used to estimate the well yield and evaluate the anticipated aquifer material at the new well location, as well as expected water quality.
The preliminary design report will include all proposed aspect of well construction from well casing material, screen, depths, etc., and site logistics during drilling (potable water supply, locations for discharge water during development and testing, noise requirements, dust requirements, traffic requirements, and any other monitoring required).
Item 27.
Coachella Sanitary District Tyler Street Sewer Capacity Improvements 3 Deliverables:
Draft Preliminary Design Report
Final Preliminary Design Report
Task 3: Draft and Final Plans, Specifications and Estimates The Dudek team will prepare draft and final technical specifications for the new well, incorporating details and comments from the PDR (Task 2) as the basis for design. Dudek will review previously completed technical specifications from the City and incorporate items that the City considers a requirement for the new production well. Pertinent information from the Well 20 Siting Evaluation technical memorandum will also be incorporated into the technical specifications. The technical specifications will be drafted to be included in the City’s contractual front-end documents for the project and will ultimately be used as the bid package and specifications.
An engineer’s estimate will include a line-item list of task and quantities for the new groundwater production well. Using Dudek’s current work with various agencies and municipalities, we can provide an up-to-date cost estimate for each line item. Dudek will also confirm costs with local drilling, manufacturing, and service contractors to ensure the cost estimate is accurate and effectively estimates actual cost for the work.
Deliverables:
Draft technical specifications
Final technical specifications
Assumptions:
City review of submittals is assumed to take 2 weeks, and all review comments for each project submittal will be provided to Dudek in a single consolidated document. Hydraulic modeling is not a part of the project scope. No new easements, temporary or construction easements, are anticipated or included as part of the scope of work at this time, but may be included through an addendum if requested. Front-end contract documents will be coordinated and provided by the District. It is assumed that the contractor will prepare the project SWPPP and be responsible for preparing and implementing traffic control drawings.
Task 4: Drinking Water Source Assessment and Protection Documents (DWSAP) A Drinking Water Sources Assessment and Protection (DWSAP) report will be prepared for the City’s new groundwater production well, which will follow the Division of Drinking Waters templates and guidelines. The DWSAP will be compliant with Section 11672.60 of the California Health and Safety Code.
Dudek will use the standard procedures to delineate each capture zone and identify possible contaminate activities (PCA) to determine which, if any, will pose a concern at the proposed well location. The PCA will be determined based on a desktop review of GeoTracker sites, aerial imagery, and overlying jurisdiction information. Well design criteria included in the DWSAP will be discussed with the City before calculations for the capture zones are conducted to streamline the process in an efficient and competent manner.
Deliverables:
Draft DWSAP
Task 5: Bid Support
Following the publication of the bid RFP by the City, Dudek will attend a pre-bid meeting and discuss any technical issues, logistical concerns, or questions regarding the bid specifications with the drilling contractors and the City. An addendum to the bid RFP will be developed based on the questions received, which the City will publish in a similar manner as the bid RFP. Dudek understands that the City will select the drilling contractor and contract directly with the drilling contractor;
Item 27.
Coachella Sanitary District Tyler Street Sewer Capacity Improvements 4 however, we will assist in reviewing the received contractor bids, evaluating estimated costs, and provide a recommendation to the City.
Deliverables:
Response to Questions/Addenda to Bid
Assumptions:
It is assumed the pre-bid meeting will be held in person. Up to five (5) RFI’s are assumed during the bid phase.
This scope of work includes assisting with phases of the project associated with completion of the technical specifications through the bidding process and pre-construction meeting and does not include any work beyond that phase of the project. Construction oversight through well completion is not included in this proposal.
Dudek would be happy to provide a scope and fee to assist the City with construction management, well design, well construction, well development, pump testing, disinfection, and well completion report, if desired.
Item 27.
Coachella Sanitary District Tyler Street Sewer Capacity Improvements Schedule
Dudek proposes the following draft project schedule.
Item 27.
Coachella Sanitary District Tyler Street Sewer Capacity Improvements Project Team Role:
PIC/Project
Manager
Senior Hydrogeologist
IV
Project Hydrogeologist
IV
Project
Hydrogeologist II
K. Ilkhanipour P. Rentz H. McManus B. Page
TOTAL
DUDEK DUDEK LABOR OTHER DIRECT
Billable Rate : $290 $255 $225 $195 HOURS COSTS COSTS TOTAL FEE Task 1 Project Management and Meetings
1.1 Meetings - Kick-off, PDR, and Technical Specifications 4 4 4 12 3,080 $ $ 3,080
1.2 QA/QC 4 2 6 1,670 $ $ 1,670
$ - $ - Subtotal Task 1 8 6 4 18 4,750 $ - $ 4,750 $
Task 2 Data Review and Preliminary Design Report
2.1 Review and Evaluate Ave 53 Well Site/Prepare and Submit PDR 2 8 32 8 50 11,380 $ $ 11,380 Subtotal Task 2 2 8 32 8 50 11,380 $ - $ 11,380 $
Task 3 Draft and Final Plans, Specifications and Cost Estimate (PS&E)
3.1 Prepare 60%, 90% and 100% PS&E 4 12 60 8 84 19,280 $ $ 19,280 $ - $ - Subtotal Task 3 4 12 60 8 84 19,280 $ - $ 19,280 $ Task 4 Drinking Water Source Assessment Protection Documents (DWSAP)
4.1 Draft and Final DWSAP 2 10 12 2,760 $ $ 2,760
Subtotal Task 4 2 10 12 2,760 $ - $ 2,760 $
Task 5 Bidding Assistance
5.1 Pre-Bid Meeting 2 10 2 14 3,580 $ 135 $ $ 3,715
5.2 Assist with Response to Bidder Questions 2 4 4 10 2,500 $ $ 2,500
5.3 Review Bids 2 4 6 1,600 $ $ 1,600
5.4 Pre-Construction Meeting 8 8 2,040 $ 135 $ $ 2,175
5.5 Review Submittals and RFI's 2 2 6 10 2,440 $ $ 2,440 Subtotal Task 5 8 28 12 48 12,160 $ 135 $ 12,430 $
Total Non-Optional Hours and Fee 22 56 118 16 212 50,330 $ 270 $ 50,600 $ Dudek Labor Hours and Rates
Fee
The table below summarizes the anticipated level of effort for each task.
Total Time and Materials Not to Exceed................................................................................................................................................................$50,600.00
Item 27.
Coachella Sanitary District Tyler Street Sewer Capacity Improvements Closing
We appreciate the City of Coachella’s consideration of the above proposed scope of work. Should you have any questions please reach out to Kayvan Ilkhanipour at 760.479.4129 or [email protected]. We look forward to working with the City on this project.
Sincerely,
____________________________________
Kayvan Ilkhanipour, PG No. 8461, CHG No. 948
Principal Hydrogeologist/ Project Manager
DUDEK
Item 27.
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Item 27.
STAFF REPORT
6/12/2024
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Declare 2007 Fire Truck and 2004 Fire Truck surplus units - Authorize staff to publicly auction one unit to the highest bidder and donate the other unit to the City of Mexicali (Sisterhood City)
STAFF RECOMMENDATION:
Declare 2007 Fire Truck and 2004 Fire Truck surplus units; authorize staff to publicly auction one unit to the highest bidder and donate the other unit to the City of Mexicali (Sisterhood City).
EXECUTIVE SUMMARY:
The City of Coachella currently owns two fire trucks that have been decommissioned by the Riverside County Fire Department. The first is a 2007 Fire Truck (VIN# 4S7CT2D927C055078), which was damaged in a car collision on Expressway 86. The second unit is a 2004 Fire Truck (VIN# 4S7CT2D984C045473) is drivable, but has significant damage to the pump system. CalFire and City staff have inspected both units. Both agency’s staff have identified that the repair cost will exceed the estimated value of the units.
As per the City’s purchasing policy, equipment that exceeds $25,000 in value must obtain City Council approval to surplus. Staff recommends one unit (2007 Fire Truck) be declared surplus units and publicly auction. The other unit (2004 Fire Truck) will be donated to the City of Coachella’s Sisterhood City, the City of Mexicali, Baja California, Mexico. Both cities believe that fostering relationships with our neighboring international cities play an essential part in creating a more prosperous world through exchanges and initiatives.
In the units’ current condition, each units’ estimated value is between $10,000 - $18,000. Together the two units may recover over $25,000.
FISCAL IMPACT:
The recommended action will have a positive fiscal impact.
Item 28.
EXHIBIT(S):
1. PERMA – Property Damage Report 2007 Fire Truck
Item 28.
itPERIVIA Property or Auto Physical Damage
Claim Payment Request
DATE: 09/18/2023
CLAIM INFORMATION
PERMA Member: City of Coachella Member retention: $5,000.00 Date of Loss: 03/05/2022 Claim Number: 22-162550
PAYMENT INFORMATION
Member Name: City of Coachella
Attention: Attention; Ms Sandy Krause /
Property
APD
Address: 53990 Enterprise Way
Coachella, CA 92236 Amount: $ 20,000.00
Description: Payment of PERMA Deductible to the City of Coachella
REMITTANCE INSTRUCTIONS
/
Mail to Payee (above t) Different Payment Instructions (see below) Comments: This completes the Claim as Hanover has paid their portion and subrogation efforts against other party resulted in a Policy Limit payment.
APPROVED FOR PAYMENT
Executive Director: Date:
Email to [email protected]
PERMA Use:
Input Fields:
Invoice No. Invoice Date
Check No. Check Date
DOS From
Payee Tax ID
DOS To
TPA Use:
Allocation:
Progert^ APD
Recovery Attorney
PERMA
$ 20,000.00
Expert
Member
0ther
09/26/2023
Item 28.
3380 Shelby Street
Ontario, California 91764-5566
Sure
Report ofInvestigation / Settlement / Payment Request
PERMA First-Party APD
72811 Highway 111 #1014
Palm Desert, CA 92260
Attention: Ms. Beth Lyons, Executive Director
Telephone (909) 861-0816
Fax (909) 860-3995
Reference: Principal:
Loss Date:
Claim(s) Made:
Claimant(s):
Our File Number:
Hanover Claim #:
City ofCoachella
3/5/2022
3/7/2022
City ofCoachella
22-162550
85-00179415-1
FACTS IN BRIEF: City owned fire pumper unit #79 stopped by the side of Highway 86 for fire suppression, was struck by another vehicle that was driving at unsafe speed for conditions while using his cell phone.
MEMBER/DEPARTMENT: City ofCoachella - Fire Department
DATE. TIME & PLACE: This accident occurred on March 3, 2022 at 11:23 PM on Highway 86 near Avenue 50 in Coachella.
COVERAGE: Confirmed as Replacement Cost through PERMA property list for $360,000.00.
POSSIBLE CODEFENDANTS: Actual -Christopher Robert Diaz - State Farm Insurance with Policy # 75-0858-D57 - and a $25,000.00 limit of coverage.
OTHER INSURANCE: Hanover Insurance as Excess and the other party as above.
EXCESS: Notice of this matter was made above the First-Party Pool to Hanover Insurance, who immediately paid and the amount above the PERMA Deductible before the City Council formally decided whether to repair or replace Unit #79 - eventually the new Battalion Chief decided not to repair and designated the money for a new unit.
INCIDENT DESCRIPTION / FACTS IN BRIEF: Per the Fire Report:
“EE was stopped on side ofroadway with code 3 lights on, engaged in fire suppression, when a civilian vehicle struck the fire engine, missing the EE. No injuries reported for the civilian or fire department personnel. Estimated damage for CV $70,000. Estimated damage to engine, $500,000. Riverside County Sheriffs case #Y220640040”
POLICE REPORT: Attached please find the PD Report # \ outlining the details ofthe confirming facts in briefwith the following conclusion:
CAUSE:
P-1 caused this collision by violating California Vehicle Code section 22350 which states :
No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent.
09/26/2023
Item 28.
In addition, associated factor in the collision was determined to be inattention, due to P-1 using his cellular telephone while operating a motor vehicle in violation of California Vehicle Code section 23123.5(a)
PHOTOGRAPHS: Photographs were obtained by the City, appraiser and police department and representative photos are attached to this report.
PROPERTY DAMAGE: The City sustained the loss ofthe following as outlined by Hanover as follows:
RE: Damage to the 2007 Smeal Pumper, Vin ft 4S7CT2D927C055078, Plate ft 1238909, California
Repairable at $50,792.48 less the $25,000.00 deductible = $25,792.48 Before we can issue the settiement check please advise us whetherthere is a lien or not against this unit.
Thank you
MarkPonusky
Year Make and Model: 2007 Smeal 32Y Red Pumper Fire Truck Vin #: 4S7CT2D927C055078
License #: 1238909
Mileage: Not readable per appraiser
Damages: Left front near cab
Initial Estimates; $50,795.48
Revisions: None
SALVAGE / SUBROGATION: No salvage / Hanover had the first right of recovery and were almost fully reimbursed for their portion offthis loss (less $795.48).
SETTLEMENT: As settlement of this matter lies within our authority level, we are moving forward with resolution ofthis matter as below;
$50,795.48 Repair Amoimt
-5,000.00
-25,795.48 Paid by Hanover
$20,000.00 Remaining to be paid by PERMA to the City ofCoachella - Deductible Authority Request - $20,000.00 in order to finalize this matter - Hanover paid their portion quickly and handled Subrogation under the other party’s limited policy for $25,000.00.
WORK TO BE COMPLETED:
1. Obtain Settlement Check for First Party Damages from PERMA First-Party Pool CLAIM STATUS/RESERVE:
1. City of Coachella Open - Property Resolved with Payment COMMENT; With the attached, we move forward to our request for payment to the City of Coachella ofthe PERMA portion ofthe Deductible, with file closure to follow receipt ofthis final check.
09/26/2023
Item 28.
. 2> • '
Sincerely,
- A;
Michael Reed
First Party Manager
AdminSure Inc.
3380 Shelby Street
Ontario, CA 91764-5566
Phone 909-612-5644 | Fax 909-860-3995
[email protected]
cc: City ofCoachella
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Item 28.
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JPA
PERMA
Member Name
City of Coachella
Vehicle Type
Fire Engine/Pumper
VIN
4S7CT2D927C055078
License
Year
2007
Make
Smeal
Model
PUMPER
Mileage
0 Agency Vehicle Number
Department
Useage
Operations and Maintenance Use
Added Date:
Delete Date
□ Delete Vehicle
Coverage
Como and Coiiision
Replacement Cost
5360,000.00
Valuation
Replacement Value
Actual Cash Value
560,202.00
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Item 28.
The Hanover Insurance Company
PO BOX 15149
WORCESTER, MA 01615-0149
CITY OF COACHELLA
53990 ENTERPRISE WAY
COACHELLA, CA 92236
“““ PAYEE City of Coachella
001479INSURED PUBLIC ENTITY RISK MANAGMENT AUTHORITY
0001 oiQleAlMANT City of Coachella
CHECK NO
DATE ISSUED
AMOUNT
POLICY NUMBER
CLAIM NUMBER
DATE OF LOSS
01834309
07/27/2022
$25,792.48
IH3-H672737-00
85-00179415-1
03/05/2022
FOR 2007 Smeal Pumper, 4S7CT2D927C055078, repairs
NOTES Fire engine repairs less deductible
DETACH AND RETAIN TOP SECTION FOR YOUR RECORDS
DOCUMENT CONTAINS A VOID PANTOGRAPH AND MICROPRINT BORDER ON THE FACE AND A WATERMARK ON THE BACK. HOLD AT AN ANGLE 70 VIEW.
Ca^‘
cn
o
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<r;
The Hanover Insurance Company
PNC Bank N A. 001
60-162
433
01834309
INSURED
^UBLIC ENTITY RISK MANAGMENT AUTHORITY
CLAIMANT
City of Coachella
CLAIM NUMBER
85-00179415-1
PGLiCYNUMBEH
IH3-H672737-00
IN PAYMENT OF
2007 Smeal Pumper, 4S7CT2D927C055078, repairs
PAY Twenty five thousand seven hundred ninety two and 48/100 Dollars
TO THE CITY OF COACHELLA
ORDER OF: 53990 ENTERPRISE WAY
COACHELLA, CA 92236
Dale o( Loss
03/05/2022
Issued By
Mark Ponusky
DATE ISSUED 07/27/2022
Void if not cashed wiihm 1B0 days
AUTHORIZEDSIGNATURE
II'O aoqii' i:0L3 30 16 B7i: 106^^ BT^OSii'
09/26/2023
Item 28.
PO Box 15147
Worcester 01615
Telephone: Ext:
Fax Number: 508-926*5660
July 07, 2022
PUBLIC ENTITY RISK MANAGMENT,
36-951 COOKSTSTE 101
PALM DESERT CA 92211
Re: Our Insured: PUBLIC ENTITY RISK MANAGMENT,
Claim Number; 85-00179415 000
Date of Loss: 03/05/2022
Policy Number: IH3 H672737
Dear :
This letter will acknowledge receipt of your notice of claim and to advise you that we are commencing our investigation.
The State of California requires us to inform you of the following:
"In addition to Section 790.03 of the Insurance Code, the Fair Claims Settlement Practices Regulations govern how insurance claims must be processed in this state. These regulations are available at the Department of Insurance Internet website, vmw.insurance.ca.gov. You may also obtain a copy of this law and these regulations free of charge from this insurer".
We have attached a copy of sections (h) and (I) of Section 790.03 of the Insurance Code for your reference. Also, pursuant to Insurance code section 2071 regarding "claim-related documents", you may obtain, upon request, copies of documents that relate to the evaluation of damages.
Should you have any questions regarding this notice, please contact the undersigned. Kindly Include your claim number on all correspondence.
Sincerely,
t9lniand 9/laWnc cPending. (l&dgnmerd
Inland Marine Pending Assignment
The Hanover Insurance Company
Enclosures: sections (h) and (1) of Section 790.03
771-M5T|2«J
09/26/2023
Item 28.
il t. ^
Fraud Warning Statement for all States {except as individually listed below):
Any person who knowingly and with intent to defraud any insuiancc company or other person files an application for insurance containing any materially false information or conceals, for the purpose of misleading, information concerning any fact material thereto commits a fraudulent insurance act, which is a crime and subjects that person to criminal and civil penalties (In Oregon, the aforementioned actions may constitute a fraudulent insurance act which m.iy Ijo a r.time anrf may subject the person to penalties). (In New York, the civil penalty is not to exceed live thousand dolLirs (S5,000) and llu: staled value of the claim for each such violation). (Not applicable in AL, AR, AZ, CA, CO, DC, FL, KS, LA, ME, MD. MN, NM, OK, PR, Rl, TN, VA, VT, WA and WV).
APPLICABLE IN AL, AR, DC, LA, MD, NM, Rl, TX (Workers' Compensation Only), and WV: Any person who knowingly (or willfully in MD) presents a false or fratidulonl claim for payment of a loss or benefit or who knowingly (or willfully in MD) presents false information in an application for insurance is guilty of a crime and may be subject to fines or confinement in prison.
APPLICABLE IN ARIZONA: For your protection Arizona law requires the following statement to appear on this form. Any person who knowingly presents a false or fraudulent claim for payment of a loss is subject to criminal and civil penalties.
APPLICABLE IN CALIFORNIA: For your protection California law requires the following to appear on this form. Any person who knov/- ingly presents false or fraudulent information to obtain or amend insurance coverage or to moke a claim for the payment of a loss is guilty of a crime and may be subject to fines and confinement in state prison.
APPLICABLE IN COLORADO: It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company or agent of an insurance company v;ho knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the department of regulatory agencies.
APPLICABLE IN DELAWARE, FLORIDA and OKLAHOMA: Any person who knowingly and with intent to injure, defraud, or deceive any insurer files a statement of claim or an application containing any false, incomplete, or misleading information is guilty of a felony (In FL, a person is guilty of a felony of the third degree).
APPLICABLE IN KANSAS: Any person who, knowingly and with intent to defraud, presents, causes to be presented or prepares with knowledge or belief that it will be presented to or by an insurer, purported insurer, broker or any agent thereof, any v/rirten statement as part of, or in support of, an application for the issuance of, or the rating of an insurance policy for personal or commercial insurance, or a claim for payment or other benefit pursuant to an insurance policy for commercial or personal insurance which such person knows to contain materially false information concerning any fact material thereto; or conceals, for the purpose of misleading, information concerning any fact material thereto commits a fraudulent insurance act.
APPLICABLE IN MAINE, TENNESSEE, VIRGINIA, WASHINGTON AND NORTH CAROLINA: It is a crime to knowingly provide false, incomplete or misleading information to an insurance company for the purpose of defrauding the company. Penalties may include imprisonment, fines or a denial of insurance benefits.
APPLICABLE IN INDIANA: A person who knowingly and with intent to defraud an insurer files a statement of claim containing any false, incomplete, or misleading information commits a felony.
APPLICABLE IN KENTUCKY: Any person who knowingly and with intent to defraud any insurance company or other person files a statement of claim containing any materially false information or conceals, for the purpose of misleading, information concerning any fact material thereto commits a fraudulent insurance act, which is a crime.
APPLICABLE IN NEW HAMPSHIRE: Any person who with a purpose to injure, defraud or deceive any insurance company, files a statement of claim containing false, incomplete or misleading information is subject to prosecution and punishment for insurance fraud, as provided in RSA 638:20.
APPLICABLE IN MINNESOTA: A person who files a claim with intent to defraud or helps commit a fraud against an insLirer is guilty of a crime. MN Workers' Compensation Only: Any person who with intent to defraud, receives workers compensation benefits to which the person is not entitled by knowingly misrepresenting, misstating, or failing to disclose any material fact is guilty of theft and shall be sentenced pursuant to s 609.52, subdivision 3.
PENNSYLVANIA Motor Vehicle Only: Any person who knowingly and with intent to injure or defraud any insurer files an application or claim containing any false, incomplete or misleading information shall, upon conviction, be subject to imprisonment for up to seven years and payment of a fine of up to $ 15,000.
09/26/2023
Item 28.
Claij^i^Nurjjber: 85-00179415 000
Unfair methods of competition and unfair or deceptive acts or practices The following are hereby defined as unfair methods of competition and unfair and deceptive acts or practices in the business of insurance.
h) Knowingly committing or performing with such frequency as to indicate a general business practice any of the following Unfair claims settlement practices:
(1) Misrepresenting to claimants pertinent facts or insurance policy provisions relating to any coverages at issue.
(2) Failing to acknowledge and act reasonably promptly upon communications with respect to claims arising under insurance policies.
(3) Failing to adopt and implement reasonable standards for the prompt investigation and processing of claims arising under insurance policies.
(4) Failing to affirm or deny coverage of claims within a reasonable time after proof of loss requirements have been completed and submitted by the insured. (5) Not attempting in good faith to effectuate prompt, fair, and equitable settlements of claims in which liability has become reasonably clear.
(6) Compelling insureds to institute litigation to recover amounts due under an insurance policy by offering substantially less than the amounts ultimately recovered in actions brought by the insureds, when the insureds have made claims for amounts reasonably similar to the amounts ultimately recovered.
(7) Attempting to settle a claim by an Insured for (ess than the amount to which a reasonable person would have believed he or she was entitled by reference to written or printed advertising material accompanying or made part of an application.
(8) Attempting to settle claims on the basis of an application that was altered without notice to, or knowledge or consent of, the insured, his or her representative, agent, or broker. (9) Falling, after payment of a claim, to inform insureds or beneficiaries, upon request by them, of the coverage under which payment has been made.
(10) Making known to insureds or claimants a practice of the insurer of appealing from arbitration awards in favor of insureds or claimants for the purpose of compelling them to accept settlements or compromises less than the amount awarded in arbitration. (11) Delaying the Investigation or payment of claims by requiring an Insured, claimant, or the physician of either, to submit a preliminary claim report, and then requiring the subsequent submission of formal proof of loss forms, both of which submissions contain substantially the same information.
(12) Failing to settle claims promptly, where liability has become apparent, under one portion of the insurance policy coverage in order to Influence settlements under other portions of the insurance policy coverage.
(13) Failing to provide promptly a reasonable explanation of the basis relied on In the Insurance policy. In relation to the facts or applicable law, for the denial of a claim or for the offer of a compromise settlement.
(14) Directly advising a claimant not to obtain the services of an attorney. (15) Misleading a claimant as to the applicable statute of limitations.
09/26/2023
Item 28.
(16) Delaying the payment or provision of hospital, medical, or surgical benefits for services ' - ' provided with respect to acquired immune deficiency syndrome or AIDS-related complex for more than 60 days after the insurer has received a claim for those benefits, where the delay in claim payment is for the purpose of Investigating whether the condition preexisted the coverage.
However, this 60-day period shall not include any time during which the insurer is awaiting a response for relevant medical information from a health care provider. (I) Canceling or refusing to renew a policy in violation of Section 676.10. 09/26/2023
Item 28.
Carol Reed
From: Sandy Krause <[email protected]>
Sent: Thursday, April 20, 2023 5:32 PM
To: Michael Reed; Carol Reed
Subject: FW: 85-00179415, City of Coachella, 03/05/2022 loss date Attachments: Release.pdf; Check from Hanover Insurance -settlement check Fire Engine #79.pdf Importance: High
CAUTION: This message originated from outside AdminSure's email system. If you don't recognize the sender's name AND email address, DO NOT reply to or forward the email or click on any links or attachments. Use the Phish Alert Report if email appears suspicious.
Good afternoon.
Sheila with Hanover Insurance sent me an email asking for a signature on a Release Form. Please see below. This is in regards to the fire truck that was hit back in 2022. We already received a check back in March of 2022 for $25,792.48 from Hanover Insurance.
Would you please let me know if this is in reference to something else? Thank you.
Sandy
Sandy Krause | Human Resources Manager
City of Coachella
53990 Enterprise Way 0 Coachella, CA 92236
Ph. 760 398-3502, ext. 132
HR Fax 760-683-3017
Office Hours:
Monday - Thursday 7:00 a.m. to 6:00 p.m.
Closed Fridays
From: GRIFFIN, SHEILA <[email protected]>
Sent: April 19 23 11:31 AM
To: Sandy Krause <[email protected]>
Subject: FW: 85-00179415, City of Coachella, 03/05/2022 loss date Importance: High
Hi Sandy,
Can you please see below. I have not received a response to date. To get your $25,000 deductible back they need you to sign the attached release.
Thank you.
09/26/2023
Item 28.
Sheila
From: GRIFFIN, SHEILA
Sent: Monday, March 27, 2023 11:21 AM
To: '[email protected]' <[email protected]>
Subject: FW: 85-00179415, City of Coachella, 03/05/2022 loss date Hi Sandy,
I requested reimbursement from the responsible party insurance carrier, and the responsible party in this loss has only $25,000.00 policy limits. They need us both to sign this release then once they receive, they will issue the $25,000 and once that payment is received I will issue your deductible. If you can please sign and email me back, I will have forwarded.
Thank you,
Sheila
Sheila Griffin/Subrogation AdjusterforInland Marine
440 Lincoln Street/Worcester, MA 01653
Office: 508-855-5242-1 Fax: 508-926-4781
sh3ariffin(Sihanover.com
Any person who knowingly and with intent to defraud any insurance company or other person files an application for insurance containing any materially false Information or conceals, for the purpose of misleading, information concerning any fact material thereto commits a fraudulent insurance act, which is a crime and subjects that person to criminal and civil penalties (In Oregon, the aforementioned actions may constitute a fraudulent insurance act which may be a crime and may subject the person to penalties). (In New York, the civil penalty is not to exceed five thousand dollars ($5,000) and the stated value of the claim for each such violation).
'* V--- —
From: PONUSKY, MARK A
Sent: Wednesday, July 27, 2022 8:18 AM
To: [email protected]
Subject: 85-00179415, City of Coachella, 03/05/2022 loss date 'Via*
RE: Damage to the 2007 Smeal Pumper, Vin It 4S7CT2D927C055078, Plate # 1238909, California Repairable at $50,792.48
$50,792.48 less the $25,000.00 deductible = $25,792.48
Before we can issue the settlement check please advise us whether there is a lien or not against this unit.
Thank you
Mark Ponusky
2 09/26/2023
Item 28.
Inland Marine Adjuster
The Hanover Insurance Group |440 Lincoln Street | Worcester, MA 01653 □508.855.9802 | □ mponuskygj)hanover.com Fax 508-635-8667 Any person who knowingly and with intent to defraud any insurance company or other person files an application for insurance containing any materiallyfalse information or conceals, forthe purpose of misleading, information concerning any fact material thereto commits a fraudulent insurance act, which is a crime and subjects that person to criminal and civil penalties (In Oregon, the aforementioned actions may constitute a fraudulent insurance act which may be a crime and may subject the person to penalties). (In New York, the civil penalty is not to exceed five thousand dollars ($5,000) and the stated value of the claim for each such violation).
This e-mail, including attachments, is intended for the exclusive use ofthe addressee and may contain proprietary, confidential or privileged information. Ifyou are not the intended recipient, any dissemination, use, distribution or copying is strictly prohibited. Ifyou have received this e-mail in error, please notify me via return e-mail and permanently delete the original and destroy all copies. -3-^ S:v
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09/26/2023
Item 28.
K co^CHEI<l«
Item 28.
Item 28.
Appraisal Report
Inland Valley Appraisers
P.O. Box 90152
San Bernardino CA 92427
909-474-0411 Fax: 909-474-0421
Our File: IV101644
Date: 06/22/2022
Estimate #:
Appraiser: ED RICHARD
[email protected]
Appraised For -
AdminSure, Inc.
3380 Shelby Street
Ontario
909-978-1124
Attention: M REED
Point of ImpactiLEFT SIDE
Location: fire house
CA 917645566
Fax:
File Information -
Claim #: 22-162550
Policy#: NOT AVAILABLE
Insured: CITY OF COACHELLA
Date of Loss: 03/05/2022
Date Received: 04/29/2022
Date Contacted: 05/03/2022
Date Inspected: 05/05/2022
Loss Type: COLLISION
Days to Repair: 0
Vehicle Owner - CITY OF COACHELLA
Home Ph: - -
Work Ph: 760-398-3502
Cell Ph: - -
Ext: 132
Vehicle Information -
Make: FIRE TRUCK
Model:
Style:
Color:
Plate:
VIN:
NOT DRIVABLE
Mileage: NOT READABLE
I have inspected this vehicle and have an agreed figure Repairer:
Address:
Fax:
to repair with:
Registration #:
Q A copy ofthe appraisal has been sent to the owner.
Q A copy ofthe appraisal has been sent to this shop. .
Accepted by. Date / / Phone Q In Person
Actual Cash Value
Damages appraised at
Suggested Settlement
Deductible
Suggested Payment
0.00 50792.48
50795.48
5000.00
45795.48
Appraiser
Comments: Inspection Date/Time: 5/5/2022 8:30 AM
Inspection location (full address): FIRE HOUSE -1377 6TH ST COACHELLA Was vehicle owner present:
If not, was contact made/attempted:
Full name of contact during inspection:JAMES BECKMAN
App Trak© 1984-2022, All Rights Reserved, App Software Assodates, www.apptrak.net 09/26/2023
Item 28.
Photo of vehicle registration: NO
Is the registration current: PERMANENT CA
Is vehicle holding a salvaged title: NO
Is the area of damage consistent with loss facts: YES
Alternative parts search: YES
Betterment: NO
Days to repair: 35
Safely drivable: NO
Vehicle condition: GOOD
Seat belts checked / operational: YES
Unrelated damage: NO
Supplement potential (IncI approx $ amt): $25,000.00
Copy of estimate provided to owner/how: NO
Is storage accumulating: NO
Date storage began:
Number of storage days:
Current charge breakdown:
Additional comments:
5/5 ER - I INSPECTED THE INURED’S FIRE TRUCK AT THEIR FIRE HOUSE AT 8:30 AM. I MET WITH JAMES BECKMAN.
THE IMPACT WAS TO THE LEFT SIDE, JUST BEHIND THE LEFT FRONT WHEEL THE LEFT FRONT WHEEL AND SUSPENSION IS PUSHED FORWARD. THE LEFT SIDE CAB PANEL IS BUCKLED., THE LEFT ENTRY STEP ASSEMBLY IS MASHED. THE LEFT SIDE REAR CORNER PANEL IS BUCKLED, THE REAR CAB PANEL IS BUCKLED. THE LEFT CREW ENTRY DOOR IS DENTED AND BUCKLED. THE PLATFORM BELOW THE GAUGE PANEL IS BUCKLED.
I RESEARCHED PARTS AND MADE CONTACT WITH THE MANUFACTURER. I EMAILED PHOTOS AND A LIST OF PARTS TO THE MANUFACTURER.
I RECEIVED A PARTIAL QUOTE OF PARTS PRICES. THEY COULD NOT GIVE ME A COMPLETE LIST WITHOUT INSPECTING THE TRUCK.'
I DISCUSSED THE STATUS WITH ADJUSTER MICHAEL REED. I CONTACTED DAVID KILLACKEY JR. AT PERFORMANCE TRUCK REPAIR AND DISCUSSED THE DAMAGES WITH HIM. HE TOLD ME
HE COULD WRITE A PRELIMINARY ESTIMATE BUT WOULD HAVE TO INSPECT THE TRUCK TO WRITE A COMPLETE ESTIMATE.
I HAD AN ADDITIONAL DISCUSSION WITH DAVID KILLACKEY SR. RECEIVED A PRELIMINARY ESTIMATE. DAVID EXPLAINED THAT THERE IS PROBABLE ADDITIONAL SUSPENSION AND INNER PANEL DAMAGE WITH A POSSIBLE SUPPLEMENT OF $20,000 T $25,000.00
I COMPLETED A VALUATION REQUEST TO OBTAIN AN ACCURATE VALUE FOR THE TRUCK - REQUEST #57698778
VALUATION RECEIVED FROM AUDATEX - $102,510.00
09/26/2023
SALVAGE BIDS:
App Trak© 1984-2022, All Rights Reserved, Page 593 App Software Associates, www.apptrak.net Item 28.
Appraiser_
TOM'S TRUCK PAINTING - $2,288.00- KENDRICK - 909-574-8751 ONE WAY AUTO - JAMES - $1,200.00 - [email protected]
MBS SALVAGE - JEFF - $1,000.00 818-767-2121
6/23 ER - DISCUSSED REPAIRS WITH DAVID AT PERFORMANCE TRUCK REPAIR AND ALSO WITH ADJUSTER MICHAEL REED.
BASED ON THE VALUATION AND THE POTENTIAL SUPPLEMENT. THE TRUCK IS REPAIRABLE.
REPAIRS WILL TAKE 35 DAYS.
CALLED SHOP AND LET THEM KNOW WE WILL BE REPAIRING TRUCK. GAVE DAVID MICHAEL'S CONTACT INFORMATION.
ED RICHARD
09/26/2023
App Irak© 1984-2022, All Rights Reserved, Page 594 App Software Associates, www.apptrak.net Item 28.
Appraisal No.:
ACTIVITY LOG
IV101644 Client: AdminSure, Inc.
06/24/2022 01:24:40
Date Memo Time Initials
03/05/2022 Date of Loss LL
04/29/2022 Date Received @ 9AM LL
04/29/2022 City office is closed on Fridays. Will contact Monday AM LL 05/02/2022 Clld city @ 128pm, Imtcb LL
05/03/2022 Clld city @ 1108am, sched for 5/5 em status LL 05/03/2022 Assigned LL
05/03/2022 Contacted LL
05/05/2022 Appointment Date LL
05/05/2022 Inspected ER
06/22/2022 Completed & Submitted ER
06/24/2022 Invoice # IV101644 issued ADM
06/24/2022 Uploaded ADM
App Trak© 1984-2022, All Rights Reserved, App Software Associates, www.apptrak.net 09/26/2023
Item 28.
INLAND VALLEY APPRAISERS
P.O. BOX 90152
SAN BERNARDINO, CA 92427
PHONE: (909)474-0411 FAX: (909)474-0411
FOR SUPPLEMENTS: [email protected]
’ ESTIMATE'
06/17/2022 03:17 PM
Owner
Owner: CITY OF COACHELLA
Address: 1377 6THST
City State Zip: Coachella, CA 92236
Work/Day: (760)398-8895
Cell: (760)398-2107
FAX:
Control Information
Claim#: 22-162550
Loss Date/Time: 05/05/2022
Deductible: $5,000.00
File#: IV101644
Insured Policy #: NOT AVAILABLE
Loss Type: Collision
Accounting #:
Ins. Company: ADMINSURE, INC.
Insured: CITY OF COACHELLA
Address: 1377 6THST
City State Zip: Coachella, CA 92236
Work/Day: (760)398-8895
Coll: (760)398-2107
FAX:
Claim Rep: M REED
Address: Work/Day: (909)978-1124
Inspection
Inspection Date: 05/05/2022 08:30 AM
Inspection Location: CITY OF COACHELLA
Address: 1377 6THST
City State Zip: Coachella, CA 92236
Primary Impact: Left Side
Inspection Type: Independent Field
Contact:
Work/Day: (760)398-8895x
Cell: (760)398-2107x
FAX:
Secondary Impact:
Appraiser Name: Edwin Richard
Address: PO Box 90152
City State Zip: San Bernardino, CA 92427
Email: [email protected]
Appraiser License #:
Work/Day: (909)474-0411
Home/Evening: (909)474-0411
FAX:
Repairer
Target Complete Date/Time: Days To Repair: 20*
Remarks
All supplements must be called into Inland Valley Appraisers (909) 474-0411.
The estimate was prepared by an independent appraiser and is subject to insurance company approval. This is not an authorization to repair.
Only the vehicle owner can authorize repairs.
06/17/2022 03:51 PM Pag« 1 of4
09/26/2023
Item 28.
other ■ 2007 SPARTAN FIRE TRUCK PUMPER
Claim*; 22-162550 06/17/2022 03:17 PM
Contact the handling adjuster for confinnation of coverage and payment.
All supplements must be pre-approved prior to start of repairs.
Failure to do so may result in non-payment in whole or in part VIN - 4S7CT2D927C055078
Vehicle
Other - 2007 SPARTAN FIRE TRUCK PUMPER
Uc.Plate: 1238909
Lie Expire:
Veh Insp#:
Condition: Good
Ext Color: RED
Ext Refinish: Two-Stage
Options
Lie State: CA
VIN: None
Mileage Type: Actual
Code: T999Z5
InL Color:
Int Refinish:
Damages
Line Op Guide MC E)escription MFR.Part No. Price ADJ% B% Hours R Replace OEM $840.93* SM*
Replace OEM $162.33* SM*
Replace OEM $472.63* SM*
Replace OEM $111.58* SM*
Replace OEM $549.46* SM*
Replace OEM $66.63* SM*
Replace OEM $62.28* SM*
Replace OEM $300.08* SM*
Replace OEM $99.98* SM*
Replace OEM $126.08* SM*
Replace OEM $1,672.74* SM*
Replace OEM $13,735.26* SM*
1 E
2 E
3 E
4 E
5 E
6 E
7 E
8 E
9 E
10 E
11 E
12 E
13 I
14 P
FRAME BUSTIN STEP MOUNT
» 3000EE21004-005
KICK PLATE LOWER
» 720637
STEP UPPER
» 720634
STEP REINFORCEMENT
» 720640
WHEEL WELL LF
» 2002EE20017-015
WHEEL PAN
» 720643
WHEEL WELL LINER L F
» 2002EE20017-014
XTRUSION-CORNER POST
» 720700
RESTRAINT NUT STRIKER
» 720695
PLATE BACKING OFFSET STFU
» 720696
CAB PANEL SKIN L
»726448
ADDITIONAL PARTS
» PROJECTED ADDITIONAL PARTS AFTER TEARDOWN.
» SOME PARTS WILL HAVE TO BE FABRICATED.
» THEY ARE NO LONGER AVAILABLE FROM MANUFACTURER
LABOR Sublet Repair $31,000.00*
» REMOVE AND REPLACE DAMAGED PARTS. FABRICATE PARTS
» THE PLATFORM ON LEFT SIDE BELOW GUAGES
» WILL HAVE TO BE CUT OUT AND FABRICATED.
» O.E.M. PRICES FROM EMERGENCY VEHICLE GROUP 2883 E CORONADO ST » ANAHEIM 92806 - 714-238-0110
*** NOTE *** Check
» PROJECTED PARTS AND LABOR COSTS QUOTED FROM
» PERFORMANCE TRUCK REPAIR - 892 W. 10TH ST AZUSA. CA 91702 SM*
SM*
06/17/2022 03:51 PM Page2of4
09/26/2023
Item 28.
other - 2007 SPARTAN FIRE TRUCK PUMPER
aalm*: 22-162550 06/17/2022 03:17 PM
14 Items
» 626-664-0995
Estimate Total & Entries
OEM Parts
Parts & Material Total
Tax on Parts & Material @ 8.750%
$18,199.98
$18,199.98
$1,592.50
Labor Rate Replace Repair Mrs Total Mrs
Hrs
Sheet Metal (SM)
Mech/Elec (ME)
Frame (FR)
Refinish (RF)
$95.00
$130.00
$95.00
$95.00
Sublet Repairs
Gross Total
Less: Deductible
Net Total
$31,000.00
$50,792.48
$5,000.00-
$45,792.48
Alternate Parts C/00/00/00/00/00 Cumulative 00/00/00/00/00 Zip Code: 92401 Geo 92401 Rate Name Default
Audatex Estimating 8.1.425 Update 5a ES 06/17/2022 03:51 PM REL 8.1.425 Update 5a DT 05/01/2022 DB 06/15/2022 State Disciosure.'CA
© 2022 Audatex North America, Inc.
THIS ESTIMATE HAS BEEN PREPARED BASED ON THE USE OF CRASH PARTS SUPPLIED BY A SOURCE OTHER THAN THE MANUFACTURER OF YOUR MOTOR VEHICLE. ANY WARRANTIES
APPLICABLE TO THESE REPLACEMENT PARTS ARE PROVIDED BY THE MANUFACTURER OR
DISTRIBUTOR OF THE PARTS, RATHER THAN BY THE ORIGINAL MANUFACTURER OF YOUR VEHICLE.
FOR YOUR PROTECTION CALIFORNIA LAW REQUIRES THE FOLLOWING TO APPEAR ON THIS FORM: ANY PERSON WHO KNOWINGLY PRESENTS FALSE OR FRAUDULENT INFORMATION
TO OBTAIN OR AMEND INSURANCE COVERAGE OR TO MAKE A CLAIM FOR THE PAYMENT
OF A LOSS IS GUILTY OF A CRIME AND MAY BE SUBJECT TO FINES AND CONFINEMENT IN STATE PRISON. FALSE REPRESENTATIONS MADE ON A SIGNED AUTO THEFT CLAIM FORM SUBJECTS THE INSURED TO A PENALTY OF PERJURY.
PURSUANT TO CALIFORNIA CODE OF REGULATIONS, TITLE 10, CHAPTER 5, SUBCHAPTER
7.5, SECTION 2695.8 THE INSURER WARRANTS THAT ANY NON-ORIGINAL EQUIPMENT
MANUFACTURER PARTS SPECIFIED IN THIS ESTIMATE ARE AT LEAST EQUAL TO THE
ORIGINAL EQUIPMENT MANUFACTURER PARTS IN TERMS OF KIND, QUALITY, SAFETY, FIT AND PERFORMANCE.
06/17/2022 03:51 PM Page 3 Of 4
09/26/2023
Item 28.
other -2007 SPARTAN FIRE TRUCK PUMPER
aaim#: 22-162550 06/17/2022 03:17 PM
Op Codes
* = User-Entered Value A = Labor Matches System Assigned Rates E = Replace OEM NG = Replace NAGS EC = QUALITY REPL. PART OE= Replace PXN OE Srpis UE = Replace OE Surplus ET = Partial Replace Labor EP = QUAL. REPL. PRT. RPT EU = LIKE KIND & QUAL.PRT TE = Partial Replace Price PM= Replace PXN Reman/RebIt UM = Replace Reman/Rebuilt L = Refinish PC = Replace PXN Reconditioned UC = Replace Reconditioned TT = Two-Tone SB = Sublet Repair N = Additional Labor BR = Blend Refinish 1 = Repair
IT = Partial Repair CG= Chipguard Rl = R & 1 Assembly
P = Check AA = Appearance Allowance RP = Related Prior Damage This report contains proprietary information ofAudatex and may not be disclosed to any third party (other than the insured, claimant and others on a need to know basis in 4-SCLERA 1
Audatex orc*er t0 ®ff6Ctuate the claims process) without Audatex's prior written consent. © 2022 Audatex North America, Inc.
AUDATEX is a trademark owned by Audatex
North America, Inc. All rights reserved.
06/17/2022 03:51 PM Page 4 of 4
09/26/2023
Item 28.
INLAND VALLEY APPRAISERS
P.O. BOX 90152
SAN BERNARDINO, CA 92427
PHONE: (909)474-0411 FAX: (909)474-0411
FOR SUPPLEMENTS: [email protected]
CALIFORNIA
For your protection, California Law requires the following state to appear on this form: Any person who knowingly presents false orfraudulent claim for the payment of a loss is guilty of a crime and may be subject to fines and confinement in state prison. California 9875.1 (b)
THIS ESTIMATE HAS BEEN PREPARED BASED ON THE USE OF CRASH PARTS SUPPLIED BY A SOURCE OTHER THAN THE MANUFACTURER OF YOUR MOTOR VEHICLE. ANY WARRANTIES
APPLICABLE TO THESE REPLACEMENT PARTS ARE PROVIDED BY THE MANUFACTURER OR
DISTRIBUTOR OF THE PARTS, RATHER THAN BY THE ORIGINAL MANUFACTURER OF YOUR VEHICLE.
THIS IS NOT AN AUTHORIZATION FOR REPAIR. AS THE OWNER OF THE VEHICLE. YOU ARE THE ONLY PERSON WHO CAN AUTHORIZE REPAIRS.
ALL ESTIMATES ARE SUBJECT TO REVIEW AND MAY BE REVISED BY THE INSURANCE COMPANY.
**** PLEASE CALL TO CONFIRM COVERAGE BEFORE REPAIRS ARE STARTED***** AUTO BODY REPAIR CONSUMER BILL OF RIGHTS Amended effective January 1,2010 A Consumer is entitled to:
1) Select the auto body repair shop to repair auto body damage covered by the Insurance Company. An Insurance Company shall not require the repairs to be done at a specific auto body repair shop.
2) An itemized written estimate for auto body repairs and upon completion of repairs, a detailed Invoice. The estimate and the invoice must include an itemized list of parts and labor along with the total price forthe work performed. The estimate and invoice must also Identify all parts as new, used, aftermarket, reconditioned or rebuilt.
3) Be informed about coverage fortowing and storage services. 4) Be informed about the extent of coverage, if any, for a replacement rental vehicle vrtiile a damaged vehicle is being repaired.
5) Be informed ofwhere to report suspected fraud or other complaints and concerns about auto body repairs.
6) Seek and obtain an independent repair estimate directly from a registered auto body repair shop for repair of a damaged vehicle, even when pursuing an insurance claim for repairing the vehicle.
Complaints within the jurisdiction ofthe Bureau ofAutomotive Repair Complaints concerning the repair of a vehicle by an auto body repair shop should be directed to:
Toll Free (866) 799-3811
California Department of Consumer Affairs/Bureau of Automotive Repair 10240 Systems Parkway
Sacramento, CA 95827
The Bureau of Automotive Repair can also accept complaints on its website at:
www.autorepair.ca.gov
Complaints within the jurisdiction ofthe California Insurance Commissioner Any concerns regarding how an auto Insurance claim is being handled should be submitted to:
California Department of Insurance at:
(800)927-HELP or (213) 897-8921
California Department of Insurance Consumer Sen/ices Division 300 S. Spring Street
Los Angeles, CA 90013
The California Department of Insurance can also accept complaints on Its website at www.lnsurance.ca.gov ________________________________________________________________________________________
09/26/2023
Item 28.
4-SOLERA 1 Audatex
This report contains proprietary infomnation ofAudatex and may not be disciosed to any third party (other than the insured, ciaimant and others on a need to know basis in order to effectuate the claims process) without Audatex's prior written consent. © 2022 Audatex North America, Inc.
AUDATEX is a trademark owned by Audatex
North America. Inc. All riohts reserved.
09/26/2023
Item 28.
COUNTER SALE ESTIMATE
Emergency Vehicle Group, Inc.
2883 East Coronado Street
Anaheim, CA 92806
[email protected]
(714) 238-0110
Bill To
GENERAL QUOTE
EMERGENCY
VEHICLE
GROUP
CS:
Date:
Remit To
Emergency Vehicle Group
2883 East Coronado Street
Anaheim, CA 92806
732
6/10/2022
Terms
NetO
Due Date
6/10/2022
cs
732
Purchase Order
Line Part# Description Quantity UOM Rats Amount
1 3000EE21004-
005
FRAME BUSTIN STEP MOUNT (4-6
WEEK LT)
1 $840.93 $840.93
2 720637 KICK PLATE LOWER (4-6 WEEK LT) 1 $162.33 $162.33 3 720634 STEP-UPPER (4-6 WEEK LT) 1 $472.63 $472.63
4 720640 STEP REINFORCEMENT (4-6 \A/EEK LT) 1 $111.58 $111.58 5 2002EE20017-
015
WELL-WHEELDRIVERS SIDE (4-6 WEEK
UT)
1 $549.48 $549.48
6 720643 WHEEL PAN (4-6 WEEK LT) 1 $66.63 $66.63
7 2002EE20017-
014
LINER-WHEELWELL (4-6 WEEK LT) 1 $62.28 $62.28
8 720700
XTRUSION-CORNER POST (4-6 WEEK
LT)
1 $300.08 $300.08
9 720695
RESTRAINT NUT STRIKER (4-6 WEEK
LT)
1 $99.98 $99.98
10 720696
PLATE BACKING OFFSET STRAIGHT (4-
6 WEEK LT)
1 $126.08 $126.08
11 726448 SKIN RR CAB PNL RH (4-6 WEEK LT) 1 $1,672.74 $1,672.74 12 718031
TIE ROD END ASSEMBLY (8-10 WEEK
LT)
1 $1,835.99 $1,835.99
13 SHIPPING GROUND-FREIGHT // ESTIMATE 1 $300.00 $300.00 Subtotal $6,600.73
Orange County, CA (7.7500%) $488.31
Total
Balance
$7,089.04
$7,089.04
PARTS QUOTE
VIN #4S7CT2D927C055078
EDWIN RICHARD
[email protected]
(909)659-3881
09/26/2023
Item 28.
The details and the estimate for the repairs provided above are based on our first inspection and do not constitute a guarantee that no further work or parts wiil be required. The estimate is not a guarantee ofthe final price ofthe repairs. The total bill ofwork and final price will be as per the details available on completion ofthe repairs. Other terms and conditions as appiicable. If you authorize us to perform the above repairs, either verbaliy or in writing, you agree to pay in full for the work performed and parts required.
Customer SIgnatura;_________________________
Printed Name: . Date:,
09/26/2023
Item 28.
SoLefo Audatex Autosource
Market-Driven Valuation™
Administrative Data
ED Richard
inland Valley Appraisers
San Bernardino Branch
PO Box 90152
San Bernardino CA 92427
Claimant
Insured City Of Coachella
Claim 22-162550
Loss Date 03/05/2022
Loss Type Collision
Policy
Other
VINSOURCE Analysis
VIN 4S7CT2D927C055078
History No activity was reported
Specialty Valuation Data
VEHICLE DESCRIPTION
YEAR
MAKE
MODEL
BODY STYLE
CAB TYPE
DRIVE TYPE
TRIM
BODYTYPE
ODOMETER
ACTUAL
ENGINE
ENGINE MAKE
ENGINE SIZE
ENGINE HP
TRANSMISSION
TRANSMISSION TYPE
TRANSMISSION MFG
NUMBER OF GEARS
BRAKE TYPE
SPECIFICATIONS
GVW
WHEEL BASE
CLIENT VEHICLE
2007
SPARTAN
METRO STAR
CABOVER
6-MAN CAB
4X2
STD
FIRE TRUCK
NOT REPORTED
No
CUMMINS
8.9 L
310
AUTOMATIC
ALLISON
STD
AIR
42,000 LBS
STD
COMPARABLE 1
2007
E-ONE
NOT REPORTED
CABOVER
4-MAN CAB
4X2
STD
FIRE TRUCK
127,052
YES
Cummins
ISL 8.9L
330 HP*
AUTOMATIC
ALLISON
6 SPD
Air
45,000 LBS
STD
ADJUSTMENTS 1
340.00
-200.00
09/26/2023
Item 28.
2007 SPARTAN METRO STAR CABOVER 6-MAN CAB 4X2 STD FIRE TRUCK 42,000 LBS STD SPRING 1 1 24,000 LBS 18,000 LBS YES CLIENT VEHICLE COMPARABLE 1 ADJUSTMENTS 1 1
SUSPENSION TYPE SPRING SPRING
NUMBER OF REAR AXLES 1 1
NUMBER OF DRIVE AXLES 1 1
REAR AXLE RATING 24,000 LBS 27,000 LBS NO ADJUSTMENT
FRONT AXLE RATING 18,000 LBS 18,000 LBS
DUAL REAR WHEELS
DROP/LIFT AXLE
YES YES
CAB EQUIPMENT 1
POWER STEERING YES YES
POWER WINDOWS YES YES
POWER LOCKS YES 40.00
CRUISE CONTROL YES -50.00
TILT/TELESCOPING WHEEL YES YES
AIR CONDITIONING YES YES
AM/FM STEREO
AM/FM CASS
AM/FM CD PLAYER
YES 25.00
CB RADIO
JAKE BRAKE
YES YES
DRIVER SIDE ONLY YES 100.00
DRIVER & PASSENGER YES -200.00
FIRE TRUCK EQUIPMENT 1
CUSTOM WHEELS 6-ALUMINUM 4-ALUMINUM 150.00
BODYYEAR 2006 2007
BODY MANUFACTURER SMEAL E-ONE
BODY MATERIAL ALUMINUM ALUMINUM
BODY TYPE PUMPER PUMPER
TANK CAPACITY 500 GALLONS 1,000 GALLONS -500.00
PUMP MANUFACTURER UNKNOWN HALE
PUMP CAPACITY UNKNOWN 1,250 GPM
FOAM SYSTEM
AERIAL LADDER
YES YES
ATTIC & ROOF LADDERS YES YES
HOSE & REELS YES 150.00
LIGHTBAR YES YES
GENERATOR YES/UNKWATTAGE YES/UNK WATTAGE NO ADJUSTMENT
SCENE LIGHTS YES YES
NUMBER OF FUEL TANKS 1 1
TOTAL FUEL CAPACITY STD STD
CONDITION ^ AVERAGE
INTERIOR CONDITION AVERAGE
EXTERIOR CONDITION AVERAGE AVERAGE
BODY CONDITION AVERAGE AVERAGE
MECHANICAL CONDITION
ENGINE REBUILD COST
ENGINE
AVERAGE AVERAGE
laim 22-162550 Request 57698778 Page 2
09/26/2023
Item 28.
2007 SPARTAN METRO STAR CABOVER 6-MAN CAB 4X2 STD FIRE TRUCK 42,000 LBS STD SPRING 1 1 24,000 LBS 18,000 LBS YES
ENGINE MILES
TRANSMISSION
TRANSMISSION MILES
TRANSMISSION REBUILD
COST
OTHER MECH. RECEIPTS
TIRE CONDITION
FRONT AXLE TIRES
REAR AXLE TIRES
REAR TIRES 2ND AXLE
DROP/LIFT AXLE
OTHER
ADVERTISED/ASKING PRICE
CASH PRICE
VEHICLE DESCRIPTION
YEAR
MAKE
MODEL
BODY STYLE
CAB TYPE
DRIVE TYPE
TRIM
BODY TYPE
ODOMETER
ACTUAL
ENGINE
ENGINE MAKE
ENGINE SIZE
ENGINE HP
TRANSMISSION
TRANSMISSION TYPE
TRANSMISSION MFG
NUMBER OF GEARS
BRAKE TYPE
SPECIFICATIONS
GVW
WHEEL BASE
SUSPENSION TYPE
NUMBER OF REAR AXLES
NUMBER OF DRIVE AXLES
AVERAGE
AVERAGE
AVERAGE
AVERAGE
99,900
Adjusted Market Value
99,900.00
Vehicle Description
Equipment Adjustments
Engine Adjustments
Total Adjusted Market Value Comparable 1
$99,900.001
$340.00
$ -285.00
$ -200.00
$99,755.00
CLIENT VEHICLE
2007
SPARTAN
METRO STAR
CABOVER
6-MAN CAB
4X2
STD
FIRE TRUCK
NOT REPORTED
No
CUMMINS
8.9 L
310
AUTOMATIC
ALLISON
STD
AIR
42,000 LBS
STD
SPRING
1 1
COMPARABLE 2
2008
SPARTAN
FURION
CABOVER
4-MAN CAB
4X2
STD
FIRE TRUCK
78,350
YES
Caterpillar
3126/C7
330 HP
AUTOMATIC
ALLISON
6 SPD
Air
42,000 LBS
STD
SPRING
1 1
ADJUSTMENTS 2
-5,545.00
340.00
-200.00
Claim 22-162550 Request 57698778 Page 3
09/26/2023
Item 28.
2007 SPARTAN METRO STAR CABOVER 6-MAN CAB 4X2 STD FIRE TRUCK 42,000 LBS STD SPRING 1 1 24,000 LBS 18,000 LBS YES
REAR AXLE RATING
FRONT AXLE RATING
DUAL REAR WHEELS
DROP/LIFT AXLE
CAB EQUIPMENT
POWER STEERING
POWER WINDOWS
POWER LOCKS
CRUISE CONTROL
TILT/TELESCOPING WHEEL
AIR CONDITIONING
AM/FM STEREO
AM/FM CASS
AM/FM CD PLAYER
CB RADIO
JAKE BRAKE
DRIVER SIDE ONLY
DRIVER & PASSENGER
FIRE TRUCK EQUIPMENT
CLIENT VEHICLE
24,000 LBS
18,000 LBS
YES
YES
YES
YES
YES
YES
YES
YES
YES
ENGINE
ENGINE MILES
TRANSMISSION
TRANSMISSION MILES
COMPARABLE 2
24,000 LBS
18,000 LBS
YES
YES
ADJUSTMENTS 2
YES
YES
YES
YES
YES
YES
100.00
40.00 -50.00
25.00 -250.00
CUSTOM WHEELS 6-ALUMINUM 4-ALUMINUM
BODYYEAR 2006 2008
BODY MANUFACTURER SMEAL ROSENBAUER
BODY MATERIAL ALUMINUM ALUMINUM
BODY TYPE PUMPER PUMPER
TANK CAPACITY 500 GALLONS 900 GALLONS
PUMP MANUFACTURER UNKNOWN WATEROUS
PUMP CAPACITY UNKNOWN 1,250 GPM
FOAM SYSTEM YES YES
AERIAL LADDER
ATTIC & ROOF LADDERS YES YES
HOSE & REELS YES
LIGHTBAR YES YES
GENERATOR YES/UNKWATTAGE
SCENE LIGHTS YES YES
NUMBER OF FUEL TANKS 1 1
TOTAL FUEL CAPACITY STD STD
CONDITION
INTERIOR CONDITION AVERAGE AVERAGE
EXTERIOR CONDITION AVERAGE AVERAGE
BODY CONDITION AVERAGE AVERAGE
MECHANICAL CONDITION AVERAGE AVERAGE
ENGINE REBUILD COST
150.00
-400.00
150.00
NO ADJUSTMENT
Claim 22-162550 Request 57698778 Page 4
09/26/2023