Agenda packet — Apple Valley City Council, July 14, 2026 (part 2 of 2)

Town of Apple Valley
Summer Lien 2026
Schedule of 26's
840 3087 342 42 0000 353982 KEIGH & MELISSA JT BEEZLEY JT LIV TR 13535 PAWNEE ROAD 92308 $ 708.18 26 841 3087 361 22 0000 354325 ALEJANDRO MARTINEZ 13193 NAVAJO ROAD 92308 $ 700.00 26 842 3087 371 10 0000 354696 MCCLAIN PROPERTY LLC 12945 NAVAJO ROAD 92308 $ 2,100.68 26 843 3087 371 23 0000 354731 BRUCE/ SOPHORN FRIEDMAN/ UNG 13076 OSAGE ROAD 92308 $ 241.72 26 844 3087 371 29 0000 353627 JENNIFER & KORY A LAYTON 13019 OSAGE RD 92308 $ 343.11 26 845 3087 371 36 0000 353422 REGINA CERVANTES-MILLER 12915 OSAGE ROAD 92308 $ 535.65 26 846 3087 371 51 0000 353920 FRANK C HERRERA 21858 OJAI ROAD 92308 $ 265.08 26 847 3087 371 60 0000 354587 12915 CHIEF JOSEPH ROAD LLC 12915 CHIEF JOSEPH ROAD 92308 $ 867.78 26 848 3087 371 72 0000 353814 SCOTT FALES 13096 PAWNEE ROAD 92308 $ 265.08 26 849 3087 372 07 6047 354020 SANTIAGO COMMUNITIES SANTIAGO COMMUNITIES 22020 NISQUALLY ROAD 92308 $ 3,396.22 26 850 3087 381 01 0000 353972 UNITED STATES POSTAL SERVICE 22099 STATE HWY 18 92308 $ 3,752.98 26 851 3087 392 14 0000 353995 INVESTMENT CAPITOL SOLUTIONS C 13462 CENTRAL ROAD 92308 $ 268.70 26 852 3087 401 11 0000 353551 GARY L BECHTOLD 13266 CENTRAL ROAD 92308 $ 329.28 26 853 3087 421 11 0000 354043 BRIAN & WENDY SNYDER 21050 SITTING BULL ROAD 92308 $ 780.20 26 854 3087 421 20 0000 354530 CARL A JOHNSON 21186 SITTING BULL ROAD 92308 $ 780.20 26 855 3087 423 08 0000 354402 ANDREW ALFARO 12757 KIOWA ROAD 92308 $ 395.91 26 856 3087 424 09 0000 354257 NICOLE RIANN PODWYS 20987 SITTING BULL ROAD 92308 $ 117.64 26 857 3087 427 09 0000 353838 ALMA L/DANIEL V GAITAN 12827 TAMIANI ROAD 92308 $ 264.94 26 858 3087 427 17 0000 354457 JUAN/MINELA PULIDO 12784 POCOMOKE ROAD 92308 $ 264.84 26 859 3087 429 04 0000 353794 BUD GLOVER 21209 LITTLE BEAVER ROAD 92308 $ 303.73 26 860 3087 429 12 0000 354038 JOSE & BLANCE FAMILY TR 06/29/ ARZATE 21065 LITTLE BEAVER ROAD 92308 $ 737.50 26 861 3087 431 12 0000 353347 DAVID CHAVEZ VIRAMONTES 20956 LONE EAGLE ROAD 92308 $ 264.69 26 862 3087 432 09 0000 354599 MICHELLE VALENZUELA 21290 LONE EAGLE ROAD 92308 $ 368.84 26 863 3087 433 05 0000 353332 ERIC & CHERYL RICHARDS 21211 LONE EAGLE ROAD 92308 $ 228.19 26 864 3087 433 08 0000 354582 JOHNNY ESPINOZA 12678 POCOMOKE ROAD 92308 $ 349.91 26 865 3087 433 12 0000 353445 STEVEN JOHN TOMCZYK 21212 MINNETONKA ROAD 92308 $ 333.39 26 866 3087 433 15 0000 353902 VERONICA RUIZ 21150 MINNETONKA ROAD 92308 $ 281.50 26 867 3087 434 01 0000 354319 HUMBERTO GOMEZ 12645 REDWING ROAD 92308 $ 265.08 26 868 3087 434 02 0000 354579 DAVID ALCORN 20993 LONE EAGLE ROAD 92308 $ 282.98 26 869 3087 434 10 0000 354603 LEONARD E DEHUT 21115 LONE EAGLE ROAD 92308 $ 282.98 26 870 3087 434 13 0000 353822 DIANA YANEZ 21084 MINNETONKA ROAD 92308 $ 343.38 26 871 3087 434 14 0000 354206 FELIPE ZAMORA 21076 MINNETONKA ROAD 92308 $ 265.08 26 872 3087 434 18 0000 354159 TIFFANY SPEARS 21008 MINNETONKA ROAD 92308 $ 265.08 26 873 3087 435 12 0000 354405 NICOLAS/NINFA HUERTA 12654 REDWING ROAD 92308 $ 264.87 26 874 3087 435 25 0000 353421 JOSHUA/SABRI AUGSBURGER 21021 GERONIMO ROAD 92308 $ 502.83 26 875 3087 436 03 0000 354604 MARIO MUNOZ 21011 MINNETONKA ROAD 92308 $ 282.98 26 876 3087 436 11 0000 353910 DORIE HODKINSON 12580 TAMIANI ROAD 92308 $ 265.80 26 877 3087 437 02 0000 354598 KEVIN PANOWICZ 21173 MINNETONKA ROAD 92308 $ 282.98 26 878 3087 437 06 0000 354520 JUAN/CAROLYN RODRIGUEZ 21235 MINNETONKA ROAD 92308 $ 339.50 26 879 3087 437 09 0000 354121 MARY ELLEN WILLIAMS 21236 GERONIMO ROAD 92308 $ 264.86 26 880 3087 438 01 0000 354513 SO CAL PROGRESSIVE LIVING CORP 21285 LONE EAGLE ROAD 92308 $ 282.98 26 881 3087 439 02 0000 353934 ZIERVOGAL & DILLARD JOINT LIVING TR 7/19 21173 GERONIMO ROAD 92308 $ 265.08 26 882 3087 439 07 0000 353779 TODD ELLIOTT 12516 POCOMOKE ROAD 92308 $ 343.09 26 883 3087 445 08 0000 354299 JORGE/ANGELA TORRES 12381 REDWING ROAD 92308 $ 665.07 26 884 3087 445 16 0000 353912 NANDA FAMILY TRUST NANDA FAMILY TRUST 12406 LAKOTA ROAD 92308 $ 209.08 26 885 3087 445 19 0000 354416 KENNETH SR MCKINLEY 12352 LAKOTA ROAD 92308 $ 282.98 26 886 3087 445 33 0000 353949 ENRIQUE E ESQUEDA 12397 TAMIANI ROAD 92308 $ 205.43 26 887 3087 445 45 0000 354389 ROXANA MARTINEZ MONDRAGON 12334 OMAK ROAD 92308 $ 478.28 26 888 3087 446 15 0000 354369 GERALD VANDERMARK 21133 PAHUTE ROAD 92308 $ 281.65 26 889 3087 446 16 0000 354241 JOSEPH GUTIERREZ 12432 TAMIANI ROAD 92308 $ 322.58 26 890 3087 446 27 0000 354688 RELIABLE PARTNERS REALESTATE LLC 12363 LAKOTA ROAD 92308 $ 280.36 26 891 3087 447 05 0000 354414 TRICIANA LEIGH FELTS-YOWONKSKE 12386 POCOMOKE ROAD 92308 $ 359.70 26 892 3087 447 15 0000 353850 LESLIE KRISTI BAKER 21213 PAHUTE ROAD 92308 $ 271.94 26 893 3087 448 08 0000 353892 JEAN O BOWMAN 12385 POCOMOKE ROAD 92308 $ 265.08 26 894 3087 448 12 0000 354318 EDRAS JOEL SILVA 21270 POCOMOKE CT 92308 $ 275.46 26 895 3087 451 10 0000 353881 JUAN CARLOS GONZALEZ 20961 CADDO ROAD 92308 $ 282.98 26 896 3087 451 11 0000 353798 VALERIE/PATTI FORKER 20920 MULTNOMAH ROAD 92308 $ 370.45 26 897 3087 451 17 0000 353985 BOWER APPLE VALLEY LLC 20968 BEAR VALLEY ROAD 92308 $ 380.39 26 898 3087 452 10 0000 354156 NATHAN SMITH 21110 MULTNOMAH ROAD 92308 $ 201.86 26 899 3087 453 11 0000 353807 PETER MEHTA FAMILY TRUST 12275 LIPIAN ROAD 92308 $ 282.73 26 Exhibit A

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Town of Apple Valley
Summer Lien 2026
Schedule of 26's
900 3087 454 07 0000 354406 FRANCISCA & VICTOR ENRIQUE 21123 KLAMATH ROAD 92308 $ 322.40 26 901 3087 454 08 0000 354627 CHRISTIAN DANIEL MCDADE 21145 KLAMATH ROAD 92308 $ 282.51 26 902 3087 455 01 0000 353819 MILDRED TAYLOR 21021 MULTNOMAH ROAD 92308 $ 305.84 26 903 3087 455 08 0000 353859 HUGO AQUINO, 21169 MULTNOMAH ROAD 92308 $ 343.38 26 904 3087 455 09 0000 354720 REVILO HOLDINGS LLC 21179 MULTNOMAH ROAD 92308 $ 700.56 26 905 3087 455 16 0000 353966 CARLOS V PINTO 21208 KLAMATH ROAD 92308 $ 265.08 26 906 3087 455 24 0000 354169 MICHAEL/TINA CURTAIN 21070 KLAMATH ROAD 92308 $ 368.84 26 907 3087 461 01 0000 354433 VERONICA CHAVEZ 21674 SITTING BULL ROAD 92308 $ 299.46 26 908 3087 462 07 0000 354514 ANTHONY MITCHELL 12760 RUNNING DEER ROAD 92308 $ 282.73 26 909 3087 462 09 0000 354336 ADRIAN RODRIGUEZ 12728 RUNNING DEER ROAD 92308 $ 392.35 26 910 3087 463 02 0000 354515 JACQUELENE MANDAC-ONTIVEROS 12751 RUNNING DEER ROAD 92308 $ 313.24 26 911 3087 463 04 0000 354271 DEBBIE F. GONZALEZ 12787 RUNNING DEER ROAD 92308 $ 265.08 26 912 3087 463 06 0000 354589 KYLE J BARKDULL 12819 RUNNING DEER ROAD 92308 $ 282.98 26 913 3087 463 08 0000 353831 S & R LIMITED LLC 12857 RUNNING DEER ROAD 92308 $ 265.08 26 914 3087 463 15 0000 353928 RAM PRAKASH & VINAY ABROL 12750 MORNING STAR ROAD 92308 $ 265.08 26 915 3087 464 01 0000 353869 JOHN VILLA 12729 MORNING STAR ROAD 92308 $ 252.20 26 916 3087 464 03 0000 353824 JULIO ROBERT 12769 MORNING STAR ROAD 92308 $ 448.68 26 917 3087 465 01 0000 354484 HEIDY CASASOLA 21511 LONE EAGLE ROAD 92308 $ 264.84 26 918 3087 466 09 0000 354580 PAUL ROBERTS 12659 RUNNING DEER ROAD 92308 $ 282.98 26 919 3087 466 17 0000 353901 REGINA WEBB 12602 MORNING STAR ROAD 92308 $ 430.63 26 920 3087 466 18 0000 354051 EDWARD MAGIERA 12586 MORNING STAR ROAD 92308 $ 255.92 26 921 3087 467 07 0000 354765 JUAN HERNANDEZ PATATUCHI 12623 MORNING STAR ROAD 92308 $ 238.27 26 922 3087 467 15 0000 354446 LAURA FELIX 12640 STANDING BEAR ROAD 92308 $ 264.87 26 923 3087 468 01 0000 354613 AMBER MARIE MOTTAZ 12517 STANDING BEAR ROAD 92308 $ 206.45 26 924 3087 468 07 0000 354606 JOSE JESUS VARGAS 12613 STANDING BEAR ROAD 92308 $ 481.61 26 925 3087 468 22 0000 354596 RAY ESCOTO 12861 STANDING BEAR ROAD 92308 $ 282.75 26 926 3087 468 33 0000 353813 ROZANNA/RICHARD T JR MAPSTEAD 12692 NAVAJO ROAD 92308 $ 264.96 26 927 3087 468 43 0000 353455 CONNIE KATSIKARIS 12530 NAVAJO ROAD 92308 $ 309.29 26 928 3087 471 01 0000 354581 CARLOS H TZI 21494 SITTING BULL ROAD 92308 $ 282.98 26 929 3087 471 09 0000 353963 GUI XI LIU 21354 SITTING BULL ROAD 92308 $ 265.08 26 930 3087 471 24 0000 354377 LUIS ALBERTO SOTO 12810 ALGONQUIN ROAD 92308 $ 339.50 26 931 3087 471 27 0000 354387 JUSTIN ROTH 12833 ALGONQUIN ROAD 92308 $ 268.38 26 932 3087 471 31 0000 353809 DEBORAH K PECK 12820 OMANI CT 92308 $ 245.82 26 933 3087 491 03 0000 354015 APPLE VALLEY SQUARE CENTER LLC 21580 BEAR VALLEY ROAD 92308 $ 254.84 26 934 3087 491 06 0000 354112 APPLE VALLEY SQUARE CENTER LLC 21640 BEAR VALLEY ROAD 92308 $ 594.02 26 935 3087 491 07 0000 354011 APPLE VALLEY SQUARE LLC 21660 BEAR VALLEY ROAD 92308 $ 830.10 26 936 3087 491 08 0000 354002 APPLE VALLEY SQUARE CENTER LLC 21680 BEAR VALLEY ROAD 92308 $ 721.87 26 937 3087 491 11 0000 353973 APPLE VALLEY SQUARE CENTER LLC 21550 BEAR VALLEY ROAD 92308 $ 2,603.94 26 938 3087 501 02 0000 353827 JOSEFINA MEJIA 21933 NISQUALLY ROAD 92308 $ 392.35 26 939 3087 502 20 0000 353903 HILLARY/CALEB PARAMO 21825 NISQUALLY ROAD 92308 $ 538.96 26 940 3087 502 26 0000 353780 BILLY G TURNER 12802 CHIEF JOSEPH ROAD 92308 $ 264.31 26 941 3087 502 30 0000 353876 KELLY & MICHELE 2004 TR MOFFETT 12740 CHIEF JOSEPH ROAD 92308 $ 265.08 26 942 3087 502 31 0000 354450 JASON & JUSTINA RICHARDSON 12726 CHIEF JOSEPH ROAD 92308 $ 288.88 26 943 3087 502 41 0000 353914 LEANNE ROBERSON 12765 CHIEF JOSEPH ROAD 92308 $ 249.04 26 944 3087 502 53 0000 353383 OMAR SANDOVAL 12828 PAWNEE ROAD 92308 $ 265.08 26 945 3087 502 64 0000 353784 SHAWN DENMARK 12827 PAWNEE ROAD 92308 $ 282.98 26 946 3087 502 66 0000 353793 SCHELON CURRIE 12875 PAWNEE ROAD 92308 $ 209.08 26 947 3087 502 77 0000 354400 ELIA ARIZPE 21890 LITTLE BEAVER ROAD 92308 $ 392.35 26 948 3087 511 18 0000 353403 JAIME CASTILLO SOTO 12522 QUINNAULT ROAD 92308 $ 371.46 26 949 3087 521 09 0000 354335 RAMONA VARGAS 21854 SIOUX ROAD 92308 $ 392.35 26 950 3087 521 35 0000 354095 ROBERTO ARANA 12452 PAWNEE ROAD 92308 $ 249.04 26 951 3087 522 12 0000 353837 ALVAREZ BUNCH FAMILY TRUST 10/ 12386 QUINNAULT ROAD 92308 $ 282.98 26 952 3087 522 18 0000 353858 SHAWN/JENNIFER CHURCH 12414 QUINNAULT ROAD 92308 $ 384.48 26 953 3087 522 27 0000 354071 CARLOS ACEVAS 12441 PAWNEE ROAD 92308 $ 142.45 26 954 3087 531 09 0000 354197 WILLIAM III ROSS 21823 SIOUX ROAD 92308 $ 520.13 26 955 3087 531 14 0000 353770 RODOLFO ROMO 12238 PAWNEE ROAD 92308 $ 386.90 26 956 3087 531 30 0000 353988 MIKEL ANGELO ALWIS 12143 NAVAJO ROAD 92308 $ 326.43 26 957 3087 532 40 0000 354224 AMORE SMITH 12287 PAWNEE ROAD 92308 $ 282.98 26 958 3087 541 01 6038 353883 TRAILS END TRAILER PARK TRAILS END TRAILER P 22241 NISQUALLY ROAD 92308 $ 264.88 26 959 3087 541 01 6038 353891 TRAILS END TRAILER PARK 22241 NISQUALLY ROAD 92308 $ 265.08 26 Exhibit A

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Town of Apple Valley
Summer Lien 2026
Schedule of 26's
960 3087 541 01 6038 353953 TRAILS END TRAILER PARK 22241 NISQUALLY ROAD 92308 $ 265.08 26 961 3087 541 01 6038 353990 TRAILS END TRAILER PARK LLC 22241 NISQUALLY ROAD 92308 $ 40,356.76 26 962 3087 541 01 6038 354139 TRAILS END TRAILER PARK 22241 NISQUALLY ROAD 92308 $ 276.47 26 963 3087 541 01 6038 354699 TRAILS END TRAILER PARK 22241 NISQUALLY ROAD 92308 $ 417.89 26 964 3087 551 02 0000 354214 ONOFRE & MARIA CASTRO 22423 LITTLE BEAVER ROAD 92308 $ 282.98 26 965 3087 551 03 0000 354253 ALEXANDER NAVEJAS 12658 TONIKAN ROAD 92308 $ 393.52 26 966 3087 551 07 0000 353337 DAVID SALAZAR 22363 LITTLE BEAVER ROAD 92308 $ 339.50 26 967 3087 551 12 0000 354517 BRENDA SALAZAR 22285 LITTLE BEAVER ROAD 92308 $ 289.47 26 968 3087 551 13 0000 353782 VICTOR SERRANO 22273 LITTLE BEAVER ROAD 92308 $ 265.08 26 969 3087 551 16 0000 353783 STACY ANN SMITH 12663 QUINNAULT ROAD 92308 $ 282.98 26 970 3087 551 29 0000 354646 GOLDEN OPPORTUNITY NO 17 22318 LONE EAGLE ROAD 92308 $ 351.00 26 971 3087 552 05 0000 353750 EDUARDO CASTANEDA 12605 QUINNAULT ROAD 92308 $ 343.23 26 972 3087 553 29 0000 354563 STEVEN/IRMA HARDY 22363 LONE EAGLE ROAD 92308 $ 282.98 26 973 3087 554 03 0000 354643 MARK MINCHEW 22422 PAHUTE ROAD 92308 $ 264.90 26 974 3087 554 07 0000 353970 JOSHUA HIGUERA 22366 PAHUTE ROAD 92308 $ 283.04 26 975 3087 554 34 0000 353746 ANDRE K/DANNETTE E BEDFORD 22285 MINNETONKA ROAD 92308 $ 339.50 26 976 3087 554 40 0000 353927 ROSA AMELIA FRANCO 22379 MINNETONKA ROAD 92308 $ 246.04 26 977 3087 555 02 0000 353862 JOSE J PEREZ 12675 TONIKAN ROAD 92308 $ 452.08 26 978 3087 555 06 0000 353922 JOHN PENSINGER 12615 TONIKAN ROAD 92308 $ 282.98 26 979 3087 555 08 0000 354247 CHARLES HOWARD 12575 TONIKAN ROAD 92308 $ 209.08 26 980 3087 555 10 0000 354642 CHRISTIAN JIMENEZ PEREZ 12545 TONIKAN ROAD 92308 $ 282.73 26 981 3087 555 20 0000 353924 RONALD A FAMILY TRUST CROWE 12630 CENTRAL ROAD 92308 $ 265.08 26 982 3087 561 16 0000 353818 IRMA Y GARCIA 22380 TEHAMA ROAD 92308 $ 282.98 26 983 3087 561 24 0000 353848 DONALD & KATHY URBANEK 22260 TEHAMA ROAD 92308 $ 265.08 26 984 3087 561 36 0000 354702 RAUL MATA 22210 TEHAMA ROAD 92308 $ 306.04 26 985 3087 561 39 0000 354218 JUAN/CLAUDIA QUISTIAN 22160 TEHAMA ROAD 92308 $ 391.50 26 986 3087 562 10 0000 353863 JULIANNA/ANNA DELGADO 22331 TEHAMA ROAD 92308 $ 282.98 26 987 3087 563 01 0000 354614 STEPHENS FAMILY TRUST 5/17/801 22407 KAYENTA ROAD 92308 $ 282.88 26 988 3087 563 15 0000 353558 REBECCA BLACK 22394 SIOUX ROAD 92308 $ 249.84 26 989 3087 563 33 0000 353943 WESTERN CAPITOL 26 LLC WESTERN CAPITOL 26 22241 KAYENTA ROAD 92308 $ 285.61 26 990 3087 564 02 0000 354117 SERGIO CASILLAS GOMEZ 12471 TONIKAN ROAD 92308 $ 265.12 26 991 3087 564 05 0000 354471 ANTHONY RICHARDS 12425 TONIKAN ROAD 92308 $ 265.80 26 992 3087 564 19 0000 354385 PAPILLON INVESTMENTS LLC 12426 CENTRAL ROAD 92308 $ 275.47 26 993 3087 571 05 0000 353416 EDWARD WARREN 22391 SIOUX ROAD 92308 $ 282.98 26 994 3087 571 07 0000 354045 GUADALUPE RUIZ 22425 SIOUX ROAD 92308 $ 374.47 26 995 3087 571 13 0000 354090 DAVID TORRES 22422 MIRAMOT ROAD 92308 $ 282.44 26 996 3087 571 14 0000 354684 ALICIA SAENZ 22406 MIRAMOT ROAD 92308 $ 286.72 26 997 3087 571 18 0000 354084 CARL NIELSEN 22330 MIRAMOT ROAD 92308 $ 282.98 26 998 3087 571 24 0000 354122 THOMAS/RONNIE DICKSON 22393 MIRAMOT ROAD 92308 $ 282.98 26 999 3087 571 27 0000 354093 FRANK ROQUE 22439 MIRAMOT ROAD 92308 $ 287.00 26 1000 3087 571 33 0000 353917 RAMIRO RODRIGUEZ 22165 SIOUX ROAD 92308 $ 267.47 26 1001 3087 571 45 0000 353906 SUZIAN INVESTMENTS INC 22250 MIRAMOT ROAD 92308 $ 204.60 26 1002 3087 581 12 0000 353790 HENRY B. VELASQUEZ 12775 WAYNOKA ROAD 92308 $ 439.22 26 1003 3087 581 24 0000 353785 ROBERT & SANDRA KLODNICKI 12763 ALGONQUIN ROAD 92308 $ 392.35 26 1004 3087 581 27 0000 353969 DONALD D KINDT 12792 OMANI CT 92308 $ 265.08 26 1005 3087 581 35 0000 353803 DEMETRIO RAMOS 12729 CLALLAM ROAD 92308 $ 265.08 26 1006 3087 581 38 0000 354611 JOANNE MEDINA 12777 CLALLAM ROAD 92308 $ 485.26 26 1007 3087 591 21 0000 353909 KEVIN C LAI 12641 ALGONQUIN ROAD 92308 $ 265.02 26 1008 3087 591 24 0000 354473 JOSE OSCAR DELGADO JARAMILLO 12695 ALGONQUIN ROAD 92308 $ 265.08 26 1009 3087 601 05 0000 354605 JONATHAN R MALDONADO 12520 WAYNOKA ROAD 92308 $ 552.26 26 1010 3087 601 09 0000 354497 LAURA ALFONZO 12515 WAYNOKA ROAD 92308 $ 392.27 26 1011 3087 601 12 0000 353967 SAMI POURGOL 12555 WAYNOKA ROAD 92308 $ 343.12 26 1012 3087 601 17 0000 354612 MICHAEL FLOYD 12562 ALGONQUIN ROAD 92308 $ 362.36 26 1013 3087 601 39 0000 354191 MARIO BAILON-IGNACIO 12565 CLALLAM ROAD 92308 $ 265.08 26 1014 3087 611 04 0000 353786 RALPH WILLIAMS 21324 PAHUTE ROAD 92308 $ 333.93 26 1015 3087 611 07 0000 354425 JESSICA J BALDWIN 21321 PAHUTE ROAD 92308 $ 236.07 26 1016 3087 621 12 0000 354673 STACEY LESHAY HATCHETT 12310 IROQUOIS ROAD 92308 $ 417.44 26 1017 3087 621 28 0000 354366 JENNIFER CARRANZA 20424 HALFMOON CT 92308 $ 440.59 26 1018 3087 621 32 0000 354080 JORGE ALBERTO MENDOZA 20496 HALFMOON CT 92308 $ 354.04 26 1019 3087 621 35 0000 354390 JUSTIN/KASEY MALDONADO 20463 RED HAWK PLC 92308 $ 440.66 26 Exhibit A

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Town of Apple Valley
Summer Lien 2026
Schedule of 26's
1020 3087 631 39 0000 354170 JOSE RODRIGUEZ 12278 IROQUOIS ROAD 92308 $ 354.24 26 1021 3087 641 01 0000 354662 STAR FAMILY TRUST 05/26/14 12183 IROQUOIS ROAD 92308 $ 354.10 26 1022 3087 641 07 0000 353713 ALI KHAN 20673 IROQUOIS CT 92308 $ 354.04 26 1023 3087 641 08 0000 354075 BRIDGET PULIDO 20665 IROQUOIS CT 92308 $ 350.38 26 1024 3087 641 18 0000 354768 MANGIA BVR LLC 20600 BEAR VALLEY ROAD 92308 $ 626.40 26 1025 3087 651 41 0000 353459 ANDREW BAEZ 12325 ALGONQUIN ROAD 92308 $ 290.18 26 1026 3087 661 06 0000 353642 CARLITO S DAVID 12285 WAYNOKA ROAD 92308 $ 233.05 26 1027 3087 661 07 0000 354472 ALA HERNANDEZ 12275 WAYNOKA ROAD 92308 $ 264.87 26 1028 3087 661 26 0000 354618 ROLLANDA MILLER 21430 NOWATA ROAD 92308 $ 327.46 26 1029 3087 671 18 0000 354236 CHRISTOPHER LICONA 21395 KLAMATH ROAD 92308 $ 135.99 26 1030 3087 671 23 0000 353956 CHRISTIAN ZENDEJAS 21325 KLAMATH ROAD 92308 $ 392.35 26 1031 3087 671 34 0000 353947 MARILYN WAITE 21490 KLAMATH ROAD 92308 $ 56.72 26 1032 3087 681 11 0000 354087 EDWARD J MAGIERA 12562 BANNOCK CT 92308 $ 259.85 26 1033 3087 691 01 0000 353651 JOHN E D & BESSIE A GUILD TRUS 12201 SEDONA ROAD 92308 $ 418.47 26 1034 3087 691 17 0000 354444 ALEXANDRIA MARIE LOPEZ 20332 HOHOKAM ROAD 92308 $ 354.04 26 1035 3087 691 30 0000 354243 CURTIS/MICHELLE PURDY 20371 PIMA ROAD 92308 $ 407.18 26 1036 3087 701 01 0000 353682 MARIE DUCKWORTH 13365 PAOHA ROAD 92308 $ 354.04 26 1037 3087 711 06 0000 354610 ANDRES RAFAEL MORALES 13320 PAOHA ROAD 92308 $ 366.41 26 1038 3087 741 08 0000 353687 ROBERT D WYNN 12941 HYPERION LANE 92308 $ 317.39 26 1039 3087 751 05 0000 353989 APPLE-BEAR PARTNERS 12275 APPLE VALLEY ROAD 92308 $ 226.56 26 1040 3087 771 15 0000 353833 ARNOLD P MANSAT 21246 SAUVIGNON LANE 92308 $ 264.24 26 1041 3087 771 25 0000 353840 LARISSA TODD 21218 SEIBEL LANE 92308 $ 648.24 26 1042 3087 771 31 0000 354516 KENNETH MACK 21273 SEIBEL LANE 92308 $ 521.10 26 1043 3087 781 01 0000 354155 FERNANDO CAMARENA 21226 TANNIN PLC 92308 $ 514.26 26 1044 3087 781 05 0000 353913 FAMILY TRUST HANCOCK 21290 TANNIN PLC 92308 $ 521.10 26 1045 3087 781 21 0000 353844 MICHAEL A JAMES 21210 NISQUALLY ROAD 92308 $ 395.05 26 1046 3087 791 09 0000 354736 GENE/DEAN MILLIGAN 12302 BRAEBURN ROAD 92308 $ 511.97 26 1047 3087 791 24 0000 354480 MUNZER ABEDRABBO 20240 PIPPIN CT 92308 $ 328.27 26 1048 3087 801 10 0000 353696 HARKALA&ANJANI LIV TR JANARDHAN 20296 GALA ROAD 92308 $ 354.22 26 1049 3087 801 33 0000 353674 NOEL F WELSH 20166 GALA ROAD 92308 $ 366.18 26 1050 3088 421 07 0000 354586 PAUL S GARCIA 19042 CRONESE LANE 92308 $ 266.89 26 1051 3088 421 11 0000 354290 AMBER AMESCUA 13663 IVANPAH ROAD 92308 $ 577.10 26 1052 3088 421 21 0000 353683 LARRY G HALL 13677 HAVASU ROAD 92308 $ 354.04 26 1053 3088 431 14 0000 353655 VICKI CONRAD 13612 COCHISE ROAD 92308 $ 366.18 26 1054 3088 431 21 0000 354585 PATTON LIVING TRUST 6/26/14 19156 CRONESE LANE 92308 $ 364.32 26 1055 3088 431 23 0000 354663 DEBRA HARRIS 13593 COACHELLA ROAD 92308 $ 506.48 26 1056 3088 431 26 0000 354096 TIA/PERRY COVELLO 19112 CRONESE LANE 92308 $ 352.35 26 1057 3088 441 17 0000 354686 CHASE/EMILY JEFFREY 13563 IVANPAH ROAD 92308 $ 542.11 26 1058 3088 451 12 0000 353645 LUIS PEREZ 13532 COCHISE RD 92308 $ 354.04 26 1059 3088 451 14 0000 353654 JEREMIAH VERMILLION 13562 COCHISE ROAD 92308 $ 352.90 26 1060 3088 451 15 0000 353396 CHASE SMITH 13576 COCHISE ROAD 92308 $ 353.99 26 1061 3088 451 17 0000 354560 EDUARDO HURTADO 13561 COACHELLA ROAD 92308 $ 204.04 26 1062 3088 461 08 0000 353470 ROBERT & YVONNE REYES 13490 CUYAMACA ROAD 92308 $ 378.44 26 1063 3088 461 21 0000 354305 CHRISTIAN O DOR 13491 IVANPAH ROAD 92308 $ 353.99 26 1064 3088 461 29 0000 353707 JESUS JOSE HERRERA 13397 HAVASU ROAD 92308 $ 354.04 26 1065 3088 461 36 0000 354234 GERARDO CORTES 13492 HAVASU ROAD 92308 $ 383.75 26 1066 3088 461 37 0000 354166 MICHAEL CAMACHO 13478 HAVASU ROAD 92308 $ 354.04 26 1067 3088 481 02 0000 353669 MARIA MENDOZA LIVING TRUST 6/24/2 13361 CUYAMACA ROAD 92308 $ 440.64 26 1068 3088 491 08 0000 354697 ERIK KENNY CHAIREZ 19193 COCHISE PLC 92308 $ 317.39 26 1069 3088 491 11 0000 354108 HARVEY G III LEYDE 13315 COCHISE ROAD 92308 $ 366.18 26 1070 3088 501 05 0000 354216 RYAN ALEXANDER RICHARDS 19006 IVANPAH WAY 92308 $ 354.04 26 1071 3088 501 14 0000 353706 CHRISTOPHER B AGARD 19039 OTTAWA ROAD 92308 $ 366.18 26 1072 3088 501 16 0000 354518 ANA LETICIA DURAN 13262 CUYAMACA ROAD 92308 $ 354.04 26 1073 3088 581 12 0000 353660 MARTHA PARKER 13616 KASANKA TRL 92308 $ 440.64 26 1074 3088 591 02 0000 354734 OLIVER LEE CHIU 13436 HAVASU ROAD 92308 $ 124.41 26 1075 3088 611 04 0000 354708 RAJIH MAIDA 19259 STRATFORD WAY 92308 $ 378.36 26 1076 3088 611 18 0000 354201 JASON/AMY WEBSTER 19262 MONTEREY ST 92308 $ 416.01 26 1077 3088 611 23 0000 354500 MADELINE MOREHOUSE 19235 MONTEREY ST 92308 $ 128.18 26 1078 3088 621 15 0000 354266 RYAN & HEATHER MOHATT 19162 MONTEREY ST 92308 $ 440.66 26 1079 3112 011 27 0000 354354 JUNIOR GRIMALDO PAZ 19381 KINAI ROAD 92307 $ 273.92 26 Exhibit A

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Town of Apple Valley
Summer Lien 2026
Schedule of 26's
1080 3112 011 33 0000 354659 ANTHOY/STEPHANIE ORTIZ 19601 YANAN ROAD 92307 $ 400.42 26 1081 3112 011 39 0000 354344 THOREN RAND 15201 POCAHONTAS ROAD 92307 $ 279.94 26 1082 3112 021 02 0000 354552 DANIEL J/CYNTHIA L VILLARS 15110 MANDAN ROAD 92307 $ 250.70 26 1083 3112 022 02 0000 354323 ANGELA FORBES 15030 GENESEE ROAD 92307 $ 169.13 26 1084 3112 023 14 0000 353560 TABETHA LYNN DUBB 19485 KINAI ROAD 92307 $ 347.02 26 1085 3112 025 03 0000 354737 ARCHITEKTON INVESTMENTS LLC 15020 CHOCO ROAD 92307 $ 238.27 26 1086 3112 025 08 0000 354259 MISSAK JANJANIAN 14981 PAMLICO ROAD 92307 $ 219.95 26 1087 3112 026 02 0000 353572 ALEX MORONES 15055 MIAMI ROAD 92307 $ 227.90 26 1088 3112 026 09 0000 354237 RYAN T. ZIEROLF 15184 POCAHONTAS ROAD 92307 $ 247.71 26 1089 3112 032 26 0000 353518 STUEVE BROS FARMS DELANO LLC 19545 TONKAWAN ROAD 92307 $ 247.71 26 1090 3112 032 38 0000 354553 ALICIA D/JOSHUA SHANE FELTON 19630 TOMAHAWK ROAD 92307 $ 386.04 26 1091 3112 041 22 0000 353532 JP ANGELICA LIVING TRUST 01/13 14665 GENESEE ROAD 92307 $ 254.32 26 1092 3112 041 24 0000 354655 BRYAN J CHAVEZ 14672 PAMLICO ROAD 92307 $ 246.78 26 1093 3112 042 12 0000 354451 WALLACE J. KRUJEGER 14718 CHOCO ROAD 92307 $ 391.50 26 1094 3112 051 10 0000 353537 RAYMOND BROWN 19455 ONEIDA ROAD 92307 $ 316.88 26 1095 3112 052 12 0000 354723 VICTOR M MARAVILLA VILLAFAN 19684 SENECA ROAD 92307 $ 550.90 26 1096 3112 064 13 0000 354678 J & S 1401K TRUST 19590 RED FEATHER ROAD 92307 $ 1,474.65 26 1097 3112 065 12 0000 354074 JAMES FRANK/AMY MARIE LARA 19620 OSHKOSH ROAD 92307 $ 247.71 26 1098 3112 071 20 0000 354718 JASMOND NELSON 14145 APPLE VALLEY ROAD 92307 $ 362.52 26 1099 3112 083 12 0000 353453 JEREMY/GEORGEANN FRAZIER 19470 SIESTA DR 92307 $ 200.74 26 1100 3112 083 15 0000 354337 RONALD RAMIREZ 13944 PAMLICO ROAD 92307 $ 28.35 26 1101 3112 101 22 0000 353547 MICHAEL/JOYCE LEMONS 19960 RANCHERIAS ROAD 92307 $ 247.71 26 1102 3112 111 08 0000 354391 LUIS HUMBERTO MARQUEZ-SANCHEZ 14750 TIGERTAIL ROAD 92307 $ 65.72 26 1103 3112 111 20 0000 353528 LETICIA/SAUL ROSALES 14603 TIGERTAIL ROAD 92307 $ 247.71 26 1104 3112 111 27 0000 354351 SHELDON STALLWORTH 14604 TIGERTAIL ROAD 92307 $ 266.48 26 1105 3112 121 10 0000 354150 ERIC B NACK 19766 SENECA RD 92307 $ 247.79 26 1106 3112 121 19 0000 354193 JESSE JESUS HERNANDEZ 19970 SENECA ROAD 92307 $ 300.36 26 1107 3112 138 14 0000 353550 ERICA J/JASON D ENT 20045 RED FEATHER LANE 92307 $ 244.26 26 1108 3112 142 04 0000 354163 CHRISTIAN J HILL 19872 HAIDA ROAD 92307 $ 421.15 26 1109 3112 144 11 0000 353573 FABIEN M/MICHELLE A RODRIGUEZ 14146 CRONESE ROAD 92307 $ 444.15 26 1110 3112 146 20 0000 353503 GRANT S SMITH 14240 CROW ROAD 92307 $ 309.30 26 1111 3112 148 01 0000 354551 20048 SHOSHONEE ROAD 20048 SHOSHONEE ROAD 92307 $ 386.20 26 1112 3112 148 12 0000 353540 JIMMY PHILLIPS 14208 RINCON ROAD 92307 $ 247.42 26 1113 3112 152 38 0000 354572 ALEX/KATELYN SMITH 13968 CHOGAN ROAD 92307 $ 61.48 26 1114 3112 153 25 0000 354092 DANIEL/HEATHER J GONZALEZ 14039 DELAWARE ROAD 92307 $ 271.89 26 1115 3112 162 15 0000 353756 JAMIE HOODY 13822 DELAWARE ROAD 92307 $ 492.09 26 1116 3112 164 03 0000 354592 ERLINDA P MANGARIN 13913 CRONESE ROAD 92307 $ 352.90 26 1117 3112 165 03 0000 353556 BENJAMON A/BELEN TORREZ 13917 DELAWARE ROAD 92307 $ 247.71 26 1118 3112 171 02 0000 354001 LONGS DRUG STORES CALIFORNIA 20180 STATE HWY 18 92307 $ 207.98 26 1119 3112 171 07 0000 354488 PICCARD AV LLC 20236 STATE HWY 18 92307 $ 944.70 26 1120 3112 171 12 0000 354004 O'REILLY AUTO ENTERPRISES LLC 20211 STATE HWY 18 92307 $ 221.94 26 1121 3112 201 08 0000 353737 TODD ANTHONY LYNUM 20305 RANCHERIAS RD 92307 $ 386.19 26 1122 3112 201 26 0000 354626 TOMAS RAFAEL FONSECA 20280 SENECA ROAD 92307 $ 204.66 26 1123 3112 211 16 0000 354679 J & S i401K TRUST 14416 RICAREE ROAD 92307 $ 1,474.65 26 1124 3112 212 02 0000 354338 HAROUT KHANDZYAN 20239 SENECA ROAD 92307 $ 216.62 26 1125 3112 212 25 0000 354069 ROGER EDVIN JR BOHMAN 14399 RICAREE ROAD 92307 $ 247.81 26 1126 3112 223 11 0000 353529 MARLENE EMLAY R LIVING TRUST 11/14 20319 SHOSHONEE ROAD 92307 $ 216.78 26 1127 3112 231 02 0000 353752 JOSHUA HMURA 20203 OCHOA ROAD 92307 $ 392.35 26 1128 3112 232 05 0000 354060 VALERIA & EMMANUEL PEREZ 14011 HIGH FALLS TRL 92307 $ 216.90 26 1129 3112 233 23 0000 354501 ADAM GARCIA 20393 OCHOA ROAD 92307 $ 247.71 26 1130 3112 233 42 0000 354435 JOSHUA/SAMANTHA MCCOOL 20134 OCHOA ROAD 92307 $ 362.36 26 1131 3112 251 62 0000 354007 DALE EVANS 2012 LLC 15000 DALE EVANS PKWY 92307 $ 2,114.05 26 1132 3112 261 07 0000 354363 JOHNNY D/KAYLEE E PEDERSEN 20670 RANCHERIAS ROAD 92307 $ 65.64 26 1133 3112 261 14 0000 354710 LATOESHA BAILEY 14482 SAVANNAH CT 92307 $ 462.84 26 1134 3112 263 10 0000 353545 TEDRICK YOUNG 14415 ERIE ROAD 92307 $ 223.01 26 1135 3112 282 05 0000 353439 DOUGLAS SMITH 14355 CHINOOK ROAD 92307 $ 254.32 26 1136 3112 282 06 0000 353420 ANTHONY MILLION 20510 TONAWANDA ROAD 92307 $ 316.98 26 1137 3112 301 05 0000 354123 JUDY ISLAS 13802 SEMINOLE ROAD 92307 $ 347.02 26 1138 3112 301 06 0000 354254 DANILO AGUSTIN ZAMORA 13830 SEMINOLE ROAD 92307 $ 309.03 26 1139 3112 302 03 0000 353500 BUFFINGTON FAMILY TRUST 10/21/24 13845 HOPI ROAD 92307 $ 316.99 26 Exhibit A

Page 124 of 163 ends

Town of Apple Valley
Summer Lien 2026
Schedule of 26's
1140 3112 302 07 0000 353565 LENA GRIGGS 13751 HOPI ROAD 92307 $ 247.66 26 1141 3112 303 10 0000 354225 JEREMY WHEELER 13875 IROQUOIS ROAD 92307 $ 214.52 26 1142 3112 303 14 0000 354569 JUSTIN WAYNE MEEKER 13775 IROQUOIS ROAD 92307 $ 242.90 26 1143 3112 311 09 0000 353760 JACK CARL BLUM 20971 THUNDERBIRD ROAD 92307 $ 200.88 26 1144 3112 312 01 0000 354439 MICHAEL RODRIGUEZ 15245 APACHE ROAD 92307 $ 369.10 26 1145 3112 312 02 0000 354698 MAURICE ALLEN 15235 APACHE ROAD 92307 $ 352.90 26 1146 3112 313 06 0000 353767 ROBERT L CROSBY 15220 COMANCHE ROAD 92307 $ 282.73 26 1147 3112 313 21 0000 353431 MYRA A MARTINEZ-ORTEGA 15219 BLACKFOOT ROAD 92307 $ 305.33 26 1148 3112 314 02 0000 354356 JOSE L. MURILLO 21225 THUNDERBIRD ROAD 92307 $ 289.03 26 1149 3112 314 05 0000 353629 WAYNE HOLLAND 15190 CHEYENNE ROAD 92307 $ 239.72 26 1150 3112 321 19 0000 354429 ADRIANA MARTINEZ 15005 BLACKFOOT ROAD 92308 $ 71.88 26 1151 3112 321 24 0000 354277 STEVEN GARCIA 15065 BLACKFOOT ROAD 92307 $ 311.14 26 1152 3112 331 24 0000 354549 HENRY RAMIREZ 20835 PINE RIDGE AVE 92307 $ 223.34 26 1153 3112 341 06 0000 353586 SEDRIC/CURLY MORGAN 14642 ERIE ROAD 92307 $ 365.35 26 1154 3112 341 43 0000 354148 AGUSTIN MEZA 20850 STATE HWY 18 92307 $ 291.84 26 1155 3112 351 14 0000 353593 AZAT RENT TO OWN LLC 21040 STATE HWY 18 92307 $ 352.87 26 1156 3112 361 22 0000 354437 CYNDIE MARTINEZ 21070 RANCHERIAS ROAD 92307 $ 251.93 26 1157 3112 372 04 0000 354378 RICHARD/JULIE PANTALEON 14111 HOPI ROAD 92307 $ 247.11 26 1158 3112 373 02 0000 353311 CATHY J EVETT 14037 IROQUOIS ROAD 92307 $ 216.62 26 1159 3112 373 06 0000 354398 JOSE MARTINEZ 14085 IROQUOIS ROAD 92307 $ 222.32 26 1160 3112 381 16 0000 354358 SHEILA ROBIN WHITE 14010 JICARILLA ROAD 92307 $ 247.79 26 1161 3112 382 01 0000 354149 PATRICK KAREEM SMITH 13891 JICARILLA ROAD 92307 $ 247.71 26 1162 3112 382 06 0000 353496 JAKE FALKNOR 13951 JICARILLA ROAD 92307 $ 215.81 26 1163 3112 382 12 0000 354633 EDUARDO/IRMA MENIJIVAR 14025 JICARILLA ROAD 92307 $ 246.78 26 1164 3112 382 14 0000 354712 LORENA BEJAR 21161 RANCHERIAS ROAD 92307 $ 136.43 26 1165 3112 391 09 0000 353772 JULIA HILLSMAN 20918 YUCCA LOMA ROAD 92307 $ 282.98 26 1166 3112 392 01 0000 353759 JAMES T & JOHN T CHANNELL 13820 LAKOTA ROAD 92307 $ 343.17 26 1167 3112 392 09 0000 354031 BRAYAN MARTINES 21068 YUCCA LOMA ROAD 92307 $ 555.20 26 1168 3112 401 15 0000 353623 JOSE FRANCISCO DE LA TORRE 15120 DAKOTA ROAD 92307 $ 322.00 26 1169 3112 402 06 0000 354470 GERARDO BENITEZ 15220 ERIE ROAD 92307 $ 377.84 26 1170 3112 402 12 0000 354540 DANNY LAREZ 15165 DAKOTA ROAD 92307 $ 247.71 26 1171 3112 411 04 0000 353310 ALBERT VELA III 15111 CHEYENNE ROAD 92307 $ 247.67 26 1172 3112 421 12 0000 353582 ABBAS SHARGHI 21258 STANDING ROCK AVE 92307 $ 325.13 26 1173 3112 423 05 0000 354724 CAL HOMES GROUP LLC 14855 FLATHEAD ROAD 92307 $ 640.66 26 1174 3112 433 12 0000 353398 JESUS BARRAGAN 21325 RAMONA AVE 92307 $ 247.71 26 1175 3112 441 03 0000 353568 MARK & JACQUELYN TOARMINA 14600 GAYHEAD ROAD 92307 $ 247.71 26 1176 3112 441 07 0000 353961 KENNETH K ARMSEY 14540 GAYHEAD ROAD 92307 $ 289.03 26 1177 3112 441 14 0000 354274 ELENA LUCANO 14585 FLATHEAD ROAD 92307 $ 238.27 26 1178 3112 442 18 0000 354162 DAVID E HOLMES 21130 PINE RIDGE AVE 92307 $ 219.54 26 1179 3112 442 23 0000 353361 NADINE SANCHEZ 14563 GAYHEAD ROAD 92307 $ 241.17 26 1180 3112 443 04 0000 354379 CARMEN FRANCO 14490 IROQUOIS ROAD 92307 $ 216.62 26 1181 3112 452 06 0000 354510 RAYMOND RUBEN ALCARAZ 14284 JICARILLA ROAD 92307 $ 39.51 26 1182 3112 453 07 0000 354461 BENJAMIN OSORIO 21245 PINE RIDGE AVE 92307 $ 254.32 26 1183 3112 461 11 0000 353561 ADRINE HOUFF 21110 RANCHERIAS ROAD 92307 $ 247.79 26 1184 3112 463 07 0000 354665 CAMSTEIN CHRISBERG LLC 21398 PINE RIDGE AVE 92307 $ 361.22 26 1185 3112 463 09 0000 354044 MARLENE SAMANTHA SANCHEZ 14188 KIOWA ROAD 92307 $ 520.10 26 1186 3112 463 10 0000 354725 14245 JICARILLA RD RD LLC 14245 JICARILLA ROAD 92307 $ 622.14 26 1187 3112 481 16 0000 354380 AARON ROBERT AURELIO 13841 LAKOTA ROAD 92307 $ 274.39 26 1188 3112 491 05 0000 354104 KIMBERLY SNOW 15201 RAMONA AVE 92307 $ 347.75 26 1189 3112 491 20 0000 353569 JAMES E MARTIN 15110 FLATHEAD ROAD 92307 $ 247.72 26 1190 3112 492 04 0000 354307 JONATHAN HENRY 15237 NAVAJO ROAD 92307 $ 216.62 26 1191 3112 492 06 0000 353632 SHERON GUTHRIE 15205 NAVAJO ROAD 92307 $ 227.31 26 1192 3112 492 15 0000 353600 ANDREW ESPINDOLA-GALLE 15175 OSAGE ROAD 92307 $ 308.64 26 1193 3112 501 25 0000 354217 RALPH GONZALEZ 15090 NAVAJO ROAD 92307 $ 246.22 26 1194 3112 511 31 0000 354682 CRUZ HERNANDEZ 14791 GAYHEAD ROAD 92307 $ 261.63 26 1195 3112 511 45 0000 354548 ISAI JIMENEZ 14840 GAYHEAD ROAD 92307 $ 247.78 26 1196 3112 521 07 0000 353419 JOSE H. SORIANO 21502 RAMONA AVE 92307 $ 208.64 26 1197 3112 521 37 0000 353614 YOUNG FAMILY LIVING TRUST 14601 NAVAJO ROAD 92307 $ 212.00 26 1198 3112 521 41 0000 353749 TERRY & KRISTINE NOTHSTINE 14687 NAVAJO ROAD 92307 $ 265.08 26 1199 3112 531 01 0000 354528 LINDORFER JAMES LINDORFER CHRISTINE 21731 RAMONA AVE 92307 $ 266.01 26 Exhibit A

Page 125 of 163 ends

Town of Apple Valley
Summer Lien 2026
Schedule of 26's
1200 3112 531 12 0000 354711 RICHARD JACKSON 14410 NAVAJO ROAD 92307 $ 220.83 26 1201 3112 531 19 0000 354456 CHRISTINA/JAIME MATTOS 14457 JICARILLA ROAD 92307 $ 260.02 26 1202 3112 531 24 0000 354545 HECTOR QUIROZ 14394 JICARILLA ROAD 92307 $ 247.77 26 1203 3112 542 08 0000 353504 ABDOL SHARGHI 14215 KIOWA ROAD 92307 $ 325.13 26 1204 3112 542 25 0000 353554 EST OF YATES MARGARET 14280 NAVAJO ROAD 92307 $ 205.70 26 1205 3112 551 05 0000 353563 SAMUEL J JR BECKNER 14085 LAKOTA ROAD 92307 $ 247.73 26 1206 3112 551 16 0000 353508 RUSH JOINT LIVING TRUST 14128 NAVAJO ROAD 92307 $ 329.29 26 1207 3112 551 30 0000 354742 NATIONAL CAPITAL ONE INVESTMEN 14048 NAVAJO ROAD 92307 $ 427.27 26 1208 3112 551 42 0000 353389 RICK & JACKIE JOHNSON 14011 NAVAJO ROAD 92307 $ 400.62 26 1209 3112 562 31 0000 353602 ELIAS L LUCANO 13822 PAWNEE ROAD 92307 $ 329.04 26 1210 3112 563 11 0000 353980 IMCY INVESTMENT LLC 21738 STATE HWY 18 92307 $ 2,104.54 26 1211 3112 563 37 0000 353400 LILY A. GARCIA 13848 OSAGE ROAD 92307 $ 325.13 26 1212 3112 571 24 0000 353341 DWIGHT KIBBE 22056 FLATHEAD ROAD 92307 $ 254.32 26 1213 3112 581 10 0000 353987 APPLE VALLEY CHURCH OF CHRIST 21998 GAYHEAD ROAD 92307 $ 324.80 26 1214 3112 581 16 0000 354430 YESENIA VERONICA VERA 14964 NANTICOKE ROAD 92307 $ 325.13 26 1215 3112 581 24 0000 354534 ROBERT WOLF 22011 GAYHEAD ROAD 92307 $ 386.03 26 1216 3112 581 33 0000 353616 DEREK REY MORENO 15088 NANTICOKE ROAD 92307 $ 270.38 26 1217 3112 591 03 0000 353552 CHARLES R TAFOYA 21848 MOHICAN AVE 92307 $ 330.63 26 1218 3112 591 08 0000 353564 BLAKE MCDONALD 21765 STANDING ROCK AVE 92307 $ 302.28 26 1219 3112 591 17 0000 354280 LARRY WHITE 21755 STANDING ROCK AVE 92307 $ 521.10 26 1220 3112 592 16 0000 353612 MEGAN GOSS 21993 STANDING ROCK AVE 92307 $ 412.14 26 1221 3112 592 18 0000 353598 OMAR RODRIGUEZ 21967 STANDING ROCK AVE 92307 $ 340.33 26 1222 3112 592 20 0000 354306 CLAUDIA ERICA CHAVEZ 21935 STANDING ROCK AVE 92307 $ 329.04 26 1223 3112 592 22 0000 353587 RUFILO GERMAN DORADO 21907 STANDING ROCK AVE 92307 $ 327.19 26 1224 3112 593 03 0000 354436 VICENTE LOPEZ 14775 QUINNAULT ROAD 92307 $ 333.09 26 1225 3112 593 23 0000 353456 JOHNNY TAYLOR 21866 STANDING ROCK AVE 92307 $ 329.04 26 1226 3112 593 27 0000 353604 JON EDWARD BOSSIER 21812 STANDING ROCK AVE 92307 $ 323.38 26 1227 3112 601 03 0000 354466 MARIA GONZALEZ 14710 OSAGE ROAD 92307 $ 521.06 26 1228 3112 601 09 0000 353498 PAK RE FUND VII LLC 14628 OSAGE ROAD 92307 $ 331.43 26 1229 3112 601 10 0000 353374 MATTHEW TORRES 14616 OSAGE ROAD 92307 $ 329.04 26 1230 3112 601 12 0000 354078 DOREEN AMELIA GONZALES 14588 OSAGE ROAD 92307 $ 340.65 26 1231 3112 602 02 0000 354136 WENDY C LOZANO-ALVA 21884 KLICKITAT AVE 92307 $ 320.01 26 1232 3112 602 06 0000 353461 ROBERT ANTHONY VICUNA 21830 KLICKITAT AVE 92307 $ 216.62 26 1233 3112 602 12 0000 353345 HUGO & SHERYL LIZARRAGA 21837 MOHICAN AVE 92307 $ 378.73 26 1234 3112 603 08 0000 354764 NICOLAS/AMANDA PETER 21826 JELAN AVE 92307 $ 347.62 26 1235 3112 604 17 0000 353606 WEN ZHAO LI 21962 KLICKITAT AVE 92307 $ 356.65 26 1236 3112 605 01 0000 353613 SOKHOM DUCH 21935 KLICKITAT AVE 92307 $ 329.10 26 1237 3112 605 03 0000 353335 JUAN ARTEAGA 21963 KLICKITAT AVE 92307 $ 378.42 26 1238 3112 605 14 0000 353621 GEORGE W FATINO 21980 JELAN AVE 92307 $ 328.27 26 1239 3112 611 05 0000 353597 MONET INVESTMENTS LLC 21760 RAMONA AVE 92307 $ 229.12 26 1240 3112 611 07 0000 354751 PEDRO/SUSANA PRADO 21815 JELAN AVE 92307 $ 396.11 26 1241 3112 611 09 0000 354210 JOHN DAVID JR CUMMINGS 21843 JELAN AVE 92307 $ 340.33 26 1242 3112 611 16 0000 354507 ANNA & AUSENCIO ARIZA III 14532 PAWNEE ROAD 92307 $ 329.06 26 1243 3112 611 17 0000 354361 RAMON JIMENEZ LOPEZ 21920 RAMONA AVE 92307 $ 368.93 26 1244 3112 611 25 0000 353585 CORY J QUANDT 21816 RAMONA AVE 92307 $ 329.04 26 1245 3112 612 07 0000 353594 TERRY DAVIS 21827 RAMONA AVE 92307 $ 409.53 26 1246 3112 612 14 0000 354496 GUADALBERTO SANTOS 21868 ISATIS AVE 92307 $ 316.96 26 1247 3112 614 06 0000 354438 HAKIM NIAZ & ALEXANDER HAKIM LIV TR 12/02 21987 RAMONA AVE 92307 $ 398.24 26 1248 3112 614 13 0000 354242 DOMINIQUE STEVENSON 22012 ISATIS AVE 92307 $ 372.31 26 1249 3112 614 17 0000 354525 MIGUEL SOLIS 21958 ISATIS AVE 92307 $ 318.53 26 1250 3112 614 21 0000 354546 TONI L PRATT 14441 QUINNAULT ROAD 92307 $ 339.83 26 1251 3112 622 05 0000 354321 MARGARITA CABRERA 21883 ISATIS AVE 92307 $ 329.04 26 1252 3112 623 15 0000 354297 HEWIN SERRANO 21888 GOSHUTE AVE 92307 $ 325.13 26 1253 3112 623 16 0000 353744 LAURANCE A TAYLOR 21872 GOSHUTE AVE 92307 $ 343.38 26 1254 3112 624 09 0000 353370 JEFFREY BINDNER 21915 GOSHUTE AVE 92307 $ 449.91 26 1255 3112 625 01 0000 353625 ROBERTO A BUSTOS 21937 ISATIS AVE 92307 $ 340.33 26 1256 3112 625 05 0000 353758 RONALD L & JAMI L HESTER 21999 ISATIS AVE 92307 $ 538.96 26 1257 3112 626 16 0000 353404 REBECCA DAVIS 14345 QUINNAULT ROAD 92307 $ 378.29 26 1258 3112 626 19 0000 353364 ERIC MELCHOR 14387 QUINNAULT ROAD 92307 $ 337.38 26 1259 3112 626 21 0000 353745 KATHRYN MCVAY 14415 QUINNAULT ROAD 92307 $ 122.25 26 Exhibit A

Page 126 of 163 ends

Town of Apple Valley
Summer Lien 2026
Schedule of 26's
1260 3112 631 06 0000 354752 STAR FAMILY TRUST 14136 OSAGE ROAD 92307 $ 419.31 26 1261 3112 635 18 0000 354065 CHRISTIE DUKE 14150 QUINNAULT ROAD 92307 $ 342.89 26 1262 3112 636 08 0000 353575 CHRISTINA ARREDONDO 14161 QUINNAULT ROAD 92307 $ 412.24 26 1263 3112 636 10 0000 353581 ABDOL ALI SHARGHI 14191 QUINNAULT ROAD 92307 $ 328.27 26 1264 3112 642 02 0000 353605 ROSA E LOPEZ 21954 DOTAME AVE 92307 $ 317.15 26 1265 3112 642 08 0000 353501 ABBAS SHARGHI 21866 DOTAME AVE 92307 $ 325.13 26 1266 3112 643 02 0000 354110 ISRAEL C ROBLES CARRASCO 21821 DOTAME AVE 92307 $ 216.62 26 1267 3112 644 17 0000 354082 KARLEY HURTADO 14006 QUINNAULT ROAD 92307 $ 468.53 26 1268 3112 645 02 0000 354544 TONY MUNOZ 22080 CHEROKEE AVE 92307 $ 409.64 26 1269 3112 651 02 0000 354316 BREYON CLEMMONS 21997 CHEROKEE AVE 92307 $ 328.56 26 1270 3112 651 10 0000 353596 SANDRA SANDOVAL 22012 BILOXI ROAD 92307 $ 409.53 26 1271 3112 651 12 0000 353495 GINA GRIEGO 21960 BILOXI ROAD 92307 $ 389.73 26 1272 3112 651 17 0000 354372 CARLOS FUENTES 13971 QUINNAULT ROAD 92307 $ 521.10 26 1273 3112 652 03 0000 354177 ALI CONTRERAS 21995 BILOXI ROAD 92307 $ 340.45 26 1274 3112 652 08 0000 353741 TIMOTHY HOUSEMAN 22050 ARAPAHOE AVE 92307 $ 133.91 26 1275 3112 652 12 0000 353457 AQUILEO GUTIERREZ 21994 ARAPAHOE AVE 92307 $ 344.08 26 1276 3112 652 14 0000 354705 ARACELI GONZALEZ 21964 ARAPAHOE AVE 92307 $ 302.28 26 1277 3112 653 12 0000 353429 BELLA SOL HOMES LLC 22050 STATE HWY 18 92307 $ 1,585.38 26 1278 3112 661 15 0000 354562 JORGE MARIO BETETA CARDONA 22163 THUNDERBIRD ROAD 92307 $ 33.18 26 1279 3112 662 20 0000 354282 FABIAN OCHOA 22117 BROKEN LANCE ROAD 92307 $ 247.71 26 1280 3112 663 14 0000 354761 TOWN OF APPLE VALLEY 15154 TONIKAN ROAD 92307 $ 230.58 26 1281 3112 665 12 0000 353622 VANESSA BURGOS 22354 CHOLENA ROAD 92307 $ 245.82 26 1282 3112 666 20 0000 353584 MARI L KILGORE 22421 BROKEN LANCE CT 92307 $ 251.89 26 1283 3112 666 32 0000 353590 GRETCHEN & MICHAEL NICHOLAS 22404 BROKEN LANCE CT 92307 $ 246.78 26 1284 3112 666 33 0000 354252 RYAN DECORMIER 22415 THUNDERBIRD ROAD 92307 $ 239.06 26 1285 3112 671 16 0000 353571 DENNIS CARRANZA 22251 CHOLENA ROAD 92307 $ 243.56 26 1286 3112 671 18 0000 353576 RANDY/DONNA ROY 22225 CHOLENA ROAD 92307 $ 247.71 26 1287 3112 672 12 0000 353330 DIETER DAMMEIER 22249 GAYHEAD ROAD 92307 $ 247.02 26 1288 3112 672 13 0000 354478 FRANCISCO DIAZ 22231 GAYHEAD ROAD 92307 $ 246.78 26 1289 3112 673 01 0000 353577 CYNTHIA G GREENLEE REV TRUST 14925 NANTICOKE ROAD 92307 $ 234.98 26 1290 3112 673 07 0000 353499 ANTHONY JASON CURD 22214 STANDING ROCK AVE 92307 $ 328.99 26 1291 3112 673 09 0000 353610 LISA MARIE HARRIS 22244 STANDING ROCK AVE 92307 $ 331.75 26 1292 3112 673 18 0000 353609 ANA KARINA VILLALOBOS 22155 SHANDIN ROAD 92307 $ 325.13 26 1293 3112 674 14 0000 354365 MARTIN TORRES 15012 QUIVERO ROAD 92307 $ 247.79 26 1294 3112 675 01 0000 353601 G & D JUBILE LIVING TRUST 9/6/88 22385 CHOLENA ROAD 92307 $ 254.32 26 1295 3112 675 07 0000 353562 TAMMY THIBODEAUX, 15017 QUIVERO LANE 92307 $ 247.70 26 1296 3112 681 09 0000 353376 VIRGINIA JENSON 14758 NANTICOKE ROAD 92307 $ 409.53 26 1297 3112 682 13 0000 354408 NICHOLAS WALLS 22209 STANDING ROCK AVE 92307 $ 416.78 26 1298 3112 683 14 0000 354134 HARRY JR BLASIAK 22149 TAJANTA ROAD 92307 $ 329.04 26 1299 3112 683 27 0000 354152 MILEDI YISEL GONZALEZ 14776 TONIKAN ROAD 92307 $ 225.13 26 1300 3112 684 18 0000 354088 MICHELLE A MCGILL 14790 QUIVERO ROAD 92307 $ 247.77 26 1301 3112 686 10 0000 354476 JOSE/DINA BANUELOS 14806 CENTRAL ROAD 92307 $ 339.02 26 1302 3112 686 25 0000 354397 TERESA & BRANDON LANE 14863 TEMECULA CT 92307 $ 246.37 26 1303 3112 691 10 0000 353469 STEVEN STEINWAND 22112 RAMONA AVE 92307 $ 329.04 26 1304 3112 693 07 0000 354284 CHRISTOPHER & PATRICIA BAILEY 14590 JELAN AVE 92307 $ 538.96 26 1305 3112 693 09 0000 353835 EST OF NETTLES WILLIAM R 22201 HUPA ROAD 92307 $ 521.10 26 1306 3112 694 02 0000 354298 FELIX LOPEZ 22158 RAMONA AVE 92307 $ 329.04 26 1307 3112 695 01 0000 354294 EVANS REVOCABLE LIVING TRUST 10/22/24 14731 TONIKAN ROAD 92307 $ 216.62 26 1308 3112 695 04 0000 353592 DAVID JR NEAL 14681 TONIKAN ROAD 92307 $ 347.68 26 1309 3112 695 08 0000 353615 RUBEN MERCADO 14605 TONIKAN ROAD 92307 $ 327.78 26 1310 3112 696 11 0000 354550 PAMELA JOHNSON 14546 TEMECULA ROAD 92307 $ 251.41 26 1311 3112 701 21 0000 353608 SPENCER A SHWETZ 22191 ISATIS AVE 92307 $ 249.98 26 1312 3112 702 01 0000 353318 BEVERLY ALVAREZ 22250 HURONS AVE 92307 $ 378.44 26 1313 3112 702 03 0000 353633 RACHAEL A BOYD 22282 HURONS AVE 92307 $ 329.04 26 1314 3112 702 14 0000 354447 MARIA/RICARDO ALANIS 14425 PIONEER ROAD 92307 $ 346.74 26 1315 3112 703 02 0000 353443 ANTHONY FERNANDEZ 14347 PIONEER ROAD 92307 $ 340.55 26 1316 3112 703 04 0000 353553 HOUSING AUTHORITY OF CO OF SAN 14307 PIONEER ROAD 92307 $ 328.59 26 1317 3112 705 20 0000 354654 FEDERICO DOMINGUEZ 22361 ISATIS AVE 92307 $ 248.20 26 1318 3112 705 24 0000 353458 LINDA JANE BRANGWYN 22303 ISATIS AVE 92307 $ 295.55 26 1319 3112 706 02 0000 353555 CHUCK MCCREA 22459 HURONS AVE 92307 $ 326.54 26 Exhibit A

Page 127 of 163 ends

Town of Apple Valley
Summer Lien 2026
Schedule of 26's
1320 3112 711 09 0000 354326 FAUSTINO LOPEZ 14148 PIONEER ROAD 92307 $ 558.29 26 1321 3112 711 13 0000 353634 GWENDOLYN ANITA YOUNG 22151 FOX AVE 92307 $ 339.02 26 1322 3112 711 20 0000 353579 ROBERT CHRISTENSEN 14248 NANTICOKE ROAD 92307 $ 332.91 26 1323 3112 711 39 0000 353574 LEROY/DERHONDA Y JONES 22164 GOSHUTE AVE 92307 $ 294.36 26 1324 3112 712 10 0000 354226 SHAWN HENSON 14228 TONIKAN ROAD 92307 $ 340.45 26 1325 3112 712 12 0000 354492 MARK T. GIVENS 14268 TONIKAN ROAD 92307 $ 223.24 26 1326 3112 712 19 0000 353511 RONALD A FAMILY TRUST 8/15/91 CROWE 14237 TONIKAN ROAD 92307 $ 329.04 26 1327 3112 712 24 0000 353492 JAVIER E WU 14177 TU SU CIR 92307 $ 340.33 26 1328 3112 712 31 0000 353580 AURORA MACHUCA 14109 PIONEER ROAD 92307 $ 329.04 26 1329 3112 713 71 0000 353624 CATARINO ERNESTO LUQUIN 14193 FRESIAN AVE 92307 $ 340.44 26 1330 3112 721 05 0000 354245 KYLE MAXWELL 14043 PIONEER ROAD 92307 $ 542.89 26 1331 3112 731 07 0000 353984 CASA COLINA CENTERS FOR REHAB 22200 STATE HWY 18 92307 $ 3,855.24 26 $ 566,530.13
Exhibit A

Page 128 of 163 ends

Town of Apple Valley
Code Enforcement
APN Assesment Year Agency Account Code Amount
3087562100000 2026 CC003-SP003 $284.30
0463241100000 2026 CC003-SP003 $418.90
0434225030000 2026 CC003-SP003 $546.55
0439051110000 2026 CC003-SP003 $329.59
0442022150000 2026 CC003-SP003 $154.60
3087435040000 2026 CC003-SP003 $199.32
3112301150000 2026 CC003-SP003 $232.49
3087287090000 2026 CC003-SP003 $342.34
3112431020000 2026 CC003-SP003 $983.75
3087301600000 2026 CC003-SP003 $549.56
3087421110000 2026 CC003-SP003 $413.91
3087432080000 2026 CC003-SP003 $117.01
3087434020000 2026 CC003-SP003 $301.02
0434442090000 2026 CC003-SP003 $186.94
0473651340000 2026 CC003-SP003 $388.20
3087342440000 2026 CC003-SP003 $631.01
0473311080000 2026 CC003-SP003 $388.32
0463051070000 2026 CC003-SP003 $309.74
0473082020000 2026 CC003-SP003 $158.97
3112152190000 2026 CC003-SP003 $535.51
3112151040000 2026 CC003-SP003 $248.59
0437331190000 2026 CC003-SP003 $211.69
0434303060000 2026 CC003-SP003 $1,448.56
3112081010000 2026 CC003-SP003 $3,230.36
0463051070000 2026 CC003-SP003 $160.27
0441095040000 2026 CC003-SP003 $113.79
3087521230000 2026 CC003-SP003 $881.10
3088471050000 2026 CC003-SP003 $504.63
3087433010000 2026 CC003-SP003 $338.56
0437034100000 2026 CC003-SP003 $610.10
0434363080000 2026 CC003-SP003 $418.49
3087551090000 2026 CC003-SP003 $785.76

Page 129 of 163 ends

Town of Apple Valley
Animal Services
APN Assesment Year Agency Account Code Amount
473221050000 2026 10012118-507035 176.00
3112634030000 2026 10012118-507035 241.50
434234040000 2026 10012118-507035 196.50
441091030000 2026 10012118-507035 126.00
3087261040000 2026 10012118-507035 206.00
437337080000 2026 10012118-507035 436.50
3080117020000 2026 10012118-507035 276.50
3087563090000 2026 10012118-507035 241.50

Page 130 of 163 ends

Feb Bill for February Feb Bill for February
and March Payment is due upon receipt.

Payment is due upon receipt.

If not paid
If not paid
March Bill for Feb and
April Bill for February, March with message:

March, April, May Your account is past due.
with message: Avoid lien action - Please
Your account is past due. pay immediately.

Avoid lien action - Please
pay immediately. If not paid
If not paid April Bill for Feb, March, April with
message: Payment must be
June Bill for February, March, April, made immediately! Continued May, June and July with delinquency will result in your message: Continued account being submitted to the
delinquency may result in your Town of Apple Valley Council account being recommended for Lien Action.
for lien action to the Town
Council of the Town of Apple If not paid
Valley.

May Bill for Feb, March, April, May
If not paid with message: Continued
delinquency may result in
May 28 Mail Delinquent Owner your account being
Notification Letter (Exh A) recommended for lien action to the Town Council of the
June 8 Pre-Lien Letter sent to Town of Apple Valley.
property owner (Exh B)
If not paid
If not paid
May 28 Mail Delinquent Owner
August Lien property & mail Lien Notification Letter (Exh A) Notification Letter to property
owner. (Exh C) June 8 Pre-Lien Letter sent to
property owner (Exh B)
If not paid
August Lien property & mail Lien
Notification Letter to property
owner. (Exh C)
ATTACHMENT 1
Sample Sequence of Notification for Sanitation Delinquencies Residential Commercial

Page 131 of 163 ends

Town of Apple Valley
14955 Dale Evans Parkway
Apple Valley, CA 92307
Parcel: xxxx-xxx-xx-0000
Account: XX xxxxx
AMOUNT PAST DUE: $ XXX.XX
May 28th, 2026, Service Address: xxxxxxx
Apple Valley, CA 9230x

OWNER DELINQUENCY NOTIFICATION LETTER
John Doe
17231 Highway 18
Apple Valley, CA 92394
Dear Customer:

The trash and (or) sewer bill for the above service address is currently delinquent and is subject to lien. The County Assessor has verified that you are listed as the current owner. If there is an error in the public records and you are not the current owner, it is imperative that our office be contacted immediately.

The Town of Apple Valley Code requires weekly trash removal. Ordinance #34 Section 6.20.270 stipulates that all fees for trash service will be billed and collected in accordance with Town rules and regulations. If delinquent amounts are not paid, a lien may be placed against the property where the unpaid debt was accrued in compliance with Section 6.20.290 of the municipal code.

Regarding residential and commercial properties, the property owner of record shall be responsible for paying the trash and (or) sewer service fees. Trash and sewer service rates are reviewed and approved by Town Council resolution in a public meeting.

A public hearing will be held for action to file a real property lien and authorization to add that lien to the extended property tax rolls. The lien amount will include past-due charges plus an administrative fee of $100.00.

Questions regarding your account should be directed to the Customer Service staff of AVCO Disposal, Inc. Monday through Friday from 8:00 a.m. to 5:00 p.m. at (760) 245-8607.

Please note that all payments should be made directly to the Town of Apple Valley at 14955 Dale Evans Parkway.

Thank you for your prompt attention to this matter.

TOWN OF APPLE VALLEY
Owner
Mailing
Address

Page 132 of 163 ends

TOWN OF APPLE VALLEY REVISED 9/30/2025

FINANCE DEPARTMENT
14955 DALE EVANS PARKWAY
APPLE VALLEY, CA 92307
(760) 245-8607
Date 06/08/2026
NAME

ADDRESS

CITY, STATE, ZIP
REFERENCE: ACCOUNT #: XX XXXXX
BALANCE: $XXX.XX
SERVICE ADDRESS: 12345 XXXXX RD
APPLE VALLEY, CA 9230X
APN: XXXX-XXX-XX-XXXX
Our records indicate that although we have sent previous letters and notices, your sewer and/or sanitation account shown above remains delinquent. Sewer and/or sanitation accounts are the responsibility of the property owner.

This separation of accounts will be reflected in future billings. If this bill remains unpaid, the next step in the collection process is for us to place a lien against your property for this delinquency, plus a lien administrative fee of $100.00. If left unpaid, the lien will appear as an addition on your property tax bill.

To avoid this action, please do one of the following: 1) Make payment in full to the Town of Apple Valley by July 27th, 2026 in the form of cash, cashier’s check or money order (credit cards, personal checks, and mailed cash payments no longer accepted on lien accounts), or 2) If you are not the property owner, contact us immediately, or 3) If we are billing you in error, or if you believe you have made payments that are not reflected in the balance, please contact us immediately.

Unless corrective action is taken, the next step will be for the Town Council to examine this delinquency at a Public Hearing scheduled for Tuesday July 7 th, 2026, at 6:30 p.m.
at the Town of Apple Valley, 14955 Dale Evans Parkway, Apple Valley. Once the lien list is approved by Town Council, a lien will be placed against your property for delinquency, plus a lien administrative fee of $100.00.

You are not required to attend the Public Hearing unless you wish to contest this bill. In all cases, we would prefer to resolve this matter prior to the Public Hearing. If this account remains delinquent, the next correspondence regarding this account will be notification from the Town of Apple Valley that a lien has been placed on this property.

If we can provide additional information or assistance regarding your bill, please do not hesitate to contact AVCO Disposal, Inc. customer service at (760) 245-8607, Monday through Friday, 8:00 AM to 5:00 PM.

Page 133 of 163 ends

TOWN OF APPLE VALLEY REVISED 6/23/2026

FINANCE DEPARTMENT
14955 DALE EVANS PARKWAY
APPLE VALLEY, CA 92307
(760) 245-8607
Date 06/24/2026
NAME

ADDRESS

CITY, STATE, ZIP
REFERENCE: ACCOUNT #: XX XXXXX
BALANCE: $XXX.XX
SERVICE ADDRESS: 12345 XXXXX RD
APPLE VALLEY, CA 9230X
APN: XXXX-XXX-XX-XXXX
*** Update to public hearing date *** Please disregard if you have already paid *** Our records indicate that although we have sent previous letters and notices, your sewer and/or sanitation account shown above remains delinquent. Sewer and/or sanitation accounts are the responsibility of the property owner.

Based on this continued delinquency, and in preparation to lien the property, the past due amount has been separated into a separate account. There are now two separate accounts for your property: one for the past due amount, and one for the current amount. This separation of accounts will be reflected in future billings. If this bill remains unpaid, the next step in the collection process is for us to place a lien against your property for this delinquency, plus a lien administrative fee of $100.00. If left unpaid, the lien will appear as an addition on your property tax bill.

Unless corrective action is taken, the next step will be for the Town Council to examine this delinquency at a Public Hearing scheduled for Tuesday July 14th, 2026, at 6:30 p.m. at the Town of Apple Valley, 14955 Dale Evans Parkway, Apple Valley. Once the lien list is approved by Town Council, a lien will be placed against your property for delinquency, plus a lien administrative fee of $100.00.

Page 134 of 163 ends

Town Council Agenda Report
Date: July 14, 2026
To: Honorable Mayor and Town Council
Subject: APPROVAL OF THE ENGINEERING AND DESIGN PLANS FOR THE

CIVIC CENTER PICKLEBALL COURTS
From: Guy Eisenbrey, Town Manager
Submitted by: Debbie Rivera, Director of Parks and Recreation Parks and Recreation Department
Budgeted Item: Yes No N/A

RECOMMENDED ACTION
That the Town Council:

A. Approve the final plans and specifications for the Civic Center Park Pickleball Courts Project.

B. Authorize staff to move forward with construction should grant funding or other funding sources become available to fully fund the construction costs.

C. Authorize staff to advertise for bids and award a construction contract in accordance with the Town's purchasing policies upon confirmation of available project funding.

BACKGROUND
In February 2024, the Town Council approved the use of Quimby Act funds to prepare the engineering and design plans for the proposed Civic Center Park Pickleball Courts Project. The purpose of the project is to expand recreational opportunities within the community by providing dedicated pickleball courts at Civic Center Park to meet the growing interest in the sport.

Following the Council's direction, staff conducted a formal Request for Proposals (RFP) process to solicit qualified engineering firms. On November 12, 2024, the Town Council awarded a Professional Services Agreement to Kimley-Horn and Associates, Inc. in the amount of $194,415 to prepare the engineering and design plans for the project, with the contract funded through Quimby Act funds.

ANALYSIS
The completed plans include three pickleball courts, a practice board for individual skill development and warm-up, decorative perimeter fencing, bleacher seating, and shaded

Page 135 of 163 ends

spectator areas. These amenities will create an inviting and functional space for both recreational and competitive play while enhancing the overall park experience.

Upon completion of the plans in September 2025, Kimley-Horn provided an estimated construction cost of $734,132. Due to the significant cost of construction and the lack of identified funding, staff determined that construction should be postponed while pursuing grant opportunities and other potential funding sources.

To better understand current construction costs, staff recently requested an updated engineer's estimate from Kimley-Horn. As of June 2026, the estimated construction cost has increased to $892,958. While this figure is an estimate and the final construction cost will be determined through the competitive bidding process, it reflects current market conditions and inflation in construction materials and labor.

The project remains shovel-ready, with completed plans and specifications that position the Town to respond quickly to future grant opportunities and other funding sources. Staff is requesting Town Council approval of the final plans and continued support of the project so that, if grant funding or other funding becomes available, the Town can move forward with construction without delay. Approval of the plans does not authorize construction or commit funding; rather, it demonstrates the Town Council's commitment to the project and ensures the Town is prepared to take advantage of future funding opportunities as they arise.

VISION ALIGNMENT
This item supports the Town Council's Vision by expanding high-quality recreational amenities that enhance the health, wellness, and quality of life of Apple Valley residents.

The proposed Civic Center Park Pickleball Courts Project increases access to active recreation, responds to growing community interest in pickleball, and maximizes the longterm value of existing public park facilities. Approval of the final plans and specifications also demonstrates the Town's commitment to strategic planning and fiscal responsibility by maintaining a shovel-ready project that is well-positioned to compete for future grant funding and other external funding opportunities, minimizing the need for future redesign and allowing the Town to move forward efficiently when funding becomes available.

FISCAL IMPACT
There is no immediate fiscal impact associated with approval of the final plans and specifications.

The current estimated construction cost for the project is $892,958. Construction will only proceed if sufficient grant funding or other funding sources are secured to cover the cost of the project. Approval of the plans at this time allows the Town to maintain a shovelready project and respond quickly to funding opportunities without incurring additional delays.

Page 136 of 163 ends

ATTACHMENTS
A. Final (100%) Construction Plans – Civic Center Park Pickleball Courts Project B. Kimley-Horn and Associates, Inc. Updated Engineer's Opinion of Probable Construction Cost (June 2026)

Page 137 of 163 ends

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:COVER SHEETJune 22, 2026 04:15:57pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\1-COVER SHEET.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM

KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS

ARISING OF THE CLIENTS DECISION TO OBTAIN BIDS, ORDER

MATERIALS, OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE

CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT

TO SUBSTANTIAL REVISIONS UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED.
8/31/2027
6/22/2026
NORTH

INDEX OF SHEETS
Sheet Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES
3 DEMOLITION PLANS
4 CIVIL IMPROVEMENTS & HORIZONTAL CONTROL
PLANS
5 GRADING PLAN
6 AMENITY SCHEDULE
7 AMENITY PLAN
8 AMENITY DETAILS
9 AMENITY DETAILS
10 SHADE PLAN
11 SOLAR LIGHTING PLAN
12 SOLAR LIGHTING DETAILS
13 LANDSCAPE NOTES
14 LANDSCAPE PLAN
15 LANDSCAPE DETAILS
16 IRRIGATION NOTES & SCHEDULES
17 IRRIGATION PLAN
18 IRRIGATION DETAILS
19 IRRIGATION DETAILS
NORTH

COVER SHEET
1 TOWN OF APPLE VALLEY
SALEM ENGINEERING GROUP INC.
8711 MONROE COURT, SUITE A
RANCHO CUCAMONGA, CA 91730
PH: (909)980-6455
FAX:(909)980-6435
REPORT NO.: 3-224-1178
DATED: 01/29/2025
KIMLEY-HORN & ASSOCIATES INC.
73-700 DINAH SHORE DRIVE UNIT 101
PALM DESERT, CA 92211
PH: (760)565-5103

TOWN OF APPLE VALLEY
14955 DALE EVANS PARKWAY
PH: (760) 240-7000

VICINITY MAP
NTS

BASIS OF BEARING

SITE MAP
1"=100'

BENCHMARK

AGENCY/CLIENT

LANDSCAPE ARCHITECT / CIVIL ENGINEER

GEOTECHNICAL ENGINEER
18 TOWN OF APPLE VALLEY

TOMAHAWK RD

SENECA RD

SHOSHONEE RD

YUCCA LOMA RD

THUNDERBIRD RD

OTOE RD

CORWIN RD

WAALEW RD

FLATHEAD RD

KIOWA RD NAVAJO RD CENTRAL RD

RANCHERIAS RD APPLE VALLEY RD

PROJECT SITE

LIST OF ABBREVIATIONS

PROJECT PLANS FOR CONSTRUCTION
14999 DALE EVANS PKWY, APPLE VALLEY, CA 92307

CIVIC CENTER PICKLEBALL COURTS

BASS HILL RD

STANDING ROCK AVE

THE BASIS OF HORIZONTAL CONTROL FOR THIS PROJECT IS CALIFORNIA COORDINATE SYSTEM NAD83 ZONE 5, (2010.00) DETERMINED LOCALLY BY THE FOLLOWING N.G.S. CONTINUOUS OPERATING REFERENCE STATIONS (C.O.R.S.):

C.S.R.C. P470:

NORTHING = 1991209.57' EASTING = 6744367.97'
C.S.R.C. P582:

NORTHING = 2053505.08' EASTING = 6697375.59'
THE COMBINATION FACTOR FOR THIS PROJECT WAS APPLIED AT THE FOLLOWING POINT:

NORTHING = 2014998.66' EASTING = 6798628.74'
MAPPING ANGLE = -0°26'54'' SCALE FACTOR = 1.00020535

ELEVATIONS SHOWN HEREON ARE BASED UPON SAN BERNARDINO COUNTY BENCHMARK, DESIGNATION NO. 1-1, ELEVATION 2,918.08 FEET (NGVD 29).

DESCRIPTION:

BRASS DISK IN CONCRETE MONUMENT STAMPED "1-1 1970", LOCATED IN THE CITY OF APPLE VALLEY, COUNTY OF SAN BERNARDINO, SATE OF CALIFORNIA.

AT N/E CORNER THUNDERBIRD RD & DALE EVANS PKWY., 35 FT. N OF THUNDERBIRD, 30 FT. E OF DALE EVANS PKWY.; 1 MI. E OF STATE HWY. 18.

CAL VADA SURVEYING, INC.
411 JENKS CIRCLE, SUITE 205,
CORONA, CA, 92878
PH: (951)280-9960
FAX: (951)280-9746
TOLL FREE: 800-CALVADA
DATED: 01/06/2025
SURVEY
S001 GENERAL STRUCTURAL NOTES
S002 GSN'S, SSI'S, AND ABBREVIATIONS
S003 TYPICAL DETAILS T1 - T12
S101 ENLARGED FOUNDATION PLAN
S201 FOUNDATION DETAILS 101 - 112
NV
NV
KQ
X
X
X
X
X
X
X
X
X
X
X
X
X

Page 138 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:GENERAL NOTESJune 22, 2026 04:15:58pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\1-COVER SHEET.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM

KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS

ARISING OF THE CLIENTS DECISION TO OBTAIN BIDS, ORDER

MATERIALS, OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE

CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT

TO SUBSTANTIAL REVISIONS UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED.
8/31/2027
6/22/2026

GENERAL NOTES

1. ALL EXISTING OR NEW IMPROVEMENTS, INCLUDING CURB, GUTTERS, SIDEWALKS, AND ASPHALT

CONCRETE OR PCC PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THE

PROJECT SHALL BE JOINED OR MATCHED IN CLEAN STRAIGHT LINES IN A MANNER SATISFACTORY

TO THE TOWN ENGINEER, INCLUDING NECESSARY SAWCUTTING, COLD MILLING, REMOVAL, REPLACEMENT AND CAPPING.

2. THE GRADE OF PAVING ASPHALT SHALL BE PG 64-16 AND THE AGGREGATE SHALL BE TYPE C-2 OR AS DETERMINED BY THE TOWN ENGINEER.

3. THE MAXIMUM SINGLE LIFT OF HMA PAVING ASPHALT SHALL BE 2 INCHES UNLESS OTHERWISE APPROVED BY THE TOWN ENGINEER.

4. MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADE AFTER

COMPLETION OF THE PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE STANDARDS OF THE

FACILITY OWNER

1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.

2. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE

UTILITY LINES, CONDUITS, AND STRUCTURES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (USA) AT 811 OR 1-800-227-2600 IN ACCORDANCE WITH THE ONE CALL LAW PRIOR TO START OF ANY EXCAVATION.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE JOB SITE AND THE LOCATION OF ALL UNDERGROUND FACILITIES SHOWN OR NOT SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND ASSUMES ALL LIABILITY FOR ANY DAMAGE DONE TO EXISTING UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS.

5. THE LOCATIONS AND ELEVATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT

LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO ANY GRADING OR CONSTRUCTION NEAR THOSE FACILITIES.

1. NO CONSTRUCTION SHALL COMMENCE PRIOR TO 7:00 A.M. EACH WORKING DAY. WORK ON

HOLIDAYS AND WEEKENDS IN NOT ALLOWED IN THE RIGHT-OF-WAY WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE ENGINEERING DEPARTMENT.

2. APPROVAL OF THE PLANS BY THE TOWN OR ITS AGENTS DOES NOT RELIEVE THE DEVELOPER OR

ENGINEER OF RECORD FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND/OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE ENGINEERING DEPARTMENT FOR REVIEW.

3. AS-BUILT CHANGES OR REVISIONS TO THE PLANS SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT FOR REVIEW PRIOR TO FINAL APPROVAL OF THE PROJECT. FINAL AS-BUILT RECORD DRAWINGS SHALL BE PREPARED AND SIGNED BY THE ENGINEER OF RECORD.

4. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNERS IMPROVEMENTS

WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNER OF THE PROPERTY AND SUBMITTING A COPY THEREOF TO THE TOWN ENGINEER.

5. ALL UNDERGROUND UTILITY OR TRAFFIC SIGNAL WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE RIGHT-OF-WAY.

6. ANY LOT CORNER, BENCHMARK, MONUMENT, OR TIE DESTROYED, DISPLACED OR MODIFIED SHALL

BE RESTORED IN ACCORDANCE WITH STATE REGULATIONS AND AS DIRECTED BY THE TOWN SURVEYOR.

7. THE PROJECT SITE SHALL BE MAINTAINED IN A “WET-DOWN” CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE OR FUGITIVE DUST LEAVING THE SITE.

8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION DURING

STORM CONDITIONS IN ACCORDANCE WITH APPROVED BEST MANAGEMENT PRACTICES AND

SWPPP DOCUMENTS, AND THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM STORM WATER RUNOFF RESULTING FROM WORK IN CONNECTION WITH THIS CONSTRUCTION.

1. ALL WORK, LABOR & MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND CODES REQUIRED BY THE TOWN OF APPLE VALLEY; THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION “GREENBOOK” (LATEST EDITION); SAN BERNARDINO COUNTY TRANSPORTATION (ROAD) DEPARTMENT STANDARD PLANS; THESE PLANS AND SPECIFICATIONS; AND ALL SAFETY REGULATIONS, CODES, AND REQUIREMENTS PERTINENT TO THE PROJECT CONSTRUCTION.

CONTRACTOR SHALL HAVE A COPY OF ALL REFERENCE STANDARDS AT THE JOB SITE AT ALL TIMES.

2. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, NATIVE AND

AGGREGATE BASE MATERIALS FOR SUBGRADES, AND ASPHALT PAVEMENT SURFACES SHALL BE PERFORMED AT NO COST TO THE TOWN OF APPLE VALLEY. A WRITTEN REPORT WITH THE RESULTS

OF COMPACTIONS TEST SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT FOR REVIEW PRIOR TO PLACEMENT OF SUBSEQUENT MATERIALS AND/OR SURFACING.

3. SUBGRADE MATERIAL UNDER PAVED AREAS SHALL BE SCARIFIED DOWN 12 INCHES BELOW FINISH

SUBGRADE, MOISTENED AND CONDITIONED TO OPTIMUM MOISTURE CONTENT, AND RECOMPACTED TO 95% RELATIVE COMPACTION.

4. ALL STREET STATIONING REFERS TO THE CENTERLINE OF THE ROADWAY, AND CURB DATA REFERS TO THE FACE OF THE CURB UNLESS OTHERWISE NOTED.

5. ALL CONSTRUCTION STAKING SHALL BE DONE BY THE CONTRACTOR'S LICENSED LAND SURVEYOR

AND CERTIFIED IN WRITING AS TO LINE AND GRADE PER APPROVED PLANS AND SUBMITTED TO THE ENGINEER. ADEQUATE STAKES SHALL BE SET TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES AND FOR VERIFICATION BY THE TOWN INSPECTOR.

6. ALL CURB GRADE LINES SHALL BE STAKED AT 25 FOOT INTERVALS AND FORMS SHALL BE VERIFIED BY THE ENGINEER PRIOR TO PLACING CONCRETE. CURB AND GUTTER, CROSS GUTTERS AND SPANDRELS SHALL BE CONSTRUCTED SO THAT NO PONDING OCCURS. SECTIONS HAVING GRADIENTS OF 0.50% OR LESS SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS HAVING WATER PONDING SHALL BE SAWCUT AND REMOVED AS DIRECTED AND REPLACED TO ELIMINATE PONDING.

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE APWA "STANDARD PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION", THE SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION "STANDARD PLANS", AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS (2023 EDITION), AND THE TOWN OF APPLE VALLEY, ENGINEERING DEPARTMENT. IN CASE OF CONFLICT REFER TO THE PROJECT SPECIAL PROVISIONS FOR ORDER OF REFERENCE.

2. A PERMIT FOR CONSTRUCTION INSPECTION SHALL BE OBTAINED AND FEES PAID TO THE TOWN OF APPLE VALLEY, AT LEAST 72 HOURS PRIOR TO START OF WORK.

3. A COPY OF THE ENCROACHMENT PERMIT AND APPROVED STREET PLANS MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.

4. CONTRACTOR SHALL CONTACT TOWN OF APPLE VALLEY ENGINEERING DEPARTMENT TO ARRANGE FOR ACCEPTABLE CONSTRUCTION START DATE. CONTRACTOR SHALL NOTIFY TOWN

OF APPLE VALLEY ENGINEERING DEPARTMENT AT LEAST TWO WORKING DAYS PRIOR TO THE START OF WORK.

5. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT

DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. FAILURE TO COMPLY WITH THIS REQUIREMENT IS A VIOLATION OF THE TOWN OF APPLE VALLEY MUNICIPAL CODE 14.38.130.

6. CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER CAUTION TO PROTECT ADJACENT

PROPERTIES FROM ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR

DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION.

7. THE CONTRACTOR SHALL KEEP STRICT RECORD OF THE LOCATIONS OF ALL CONNECTIONS,

INLETS, AND MANHOLES AND SUBMIT TO THE ENGINEERING DEPARTMENT BEFORE FINAL ACCEPTANCE (AS-BUILT INFORMATION).

8. CONTRACTOR SHALL IMPLEMENT ALL APPROPRIATE STORM WATER BEST MANAGEMENT

PRACTICES (BMP) IN ACCORDANCE WITH THESE PLANS AND THE CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL PUBLISHED BY CALTRANS.

9. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (CAL-OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.

10. ALL WORK SHALL BE PERFORMED DURING TOWN WORKING HOURS AND IN COMPLIANCE WITH THESE PLANS AND THE SPECIFICATIONS.

11. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.

12. CONTRACTOR SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THEIR OPERATIONS. ONCE FOUND, THE CONTRACTOR SHALL THEN NOTIFY THE TOWN ENGINEER.

13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND

IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY ROAD BASE, ASPHALT CONCRETE, OR MEDIAN CONSTRUCTION.

14. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING

ORIGINAL GROUND, ALL SUBGRADES SHALL BE PERFORMED AT NO COSTS TO THE TOWN OF APPLE VALLEY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE TOWN FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.

15. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE TOWN, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.

16. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR

GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION.

17. EXISTING ASPHALT CONCRETE, IF IT IS TO BE REPLACED, AND BRUSH, ROOTS AND ORGANIC DEBRIS, SHOULD BE REMOVED FROM AREAS WHERE NEW PAVEMENTS WILL BE CONSTRUCTED.

TO PROVIDE A FIRM BASE FOR NEW PAVEMENTS, EXISTING SOILS TO REMAIN SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 12 INCHES BELOW PLANNED SUBGRADE LEVELS, MOISTURE CONDITIONED TO WITHIN 2 PERCENTAGE POINTS ABOVE OR BELOW OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. OPTIMUM MOISTURE

CONTENT AND THE MAXIMUM DENSITY FOR THE CALCULATION OF RELATIVE COMPACTION SHOULD BE BASED ON THE ASTM D1557 LABORATORY TEST PROCEDURES. MATERIALS

REMOVED FROM THE EXCAVATION CAN BE REPLACED, MOISTURE

18. CONDITIONED TO WITHIN 2 PERCENTAGE POINTS ABOVE OR BELOW OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95% RELATIVE COMPACTION.

19. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT NO PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO ELIMINATE PONDING.

20. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE.

21. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND

FREQUENCY AS OUTLINED IN THE PROJECT SPECIFICATIONS, INCLUDING THE TOWN OF APPLE VALLEY TRENCHING STANDARDS.

22. ALL LATERAL CUTS IN ROADWAYS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED

LIMITS AND FREQUENCY AS OUTLINED IN THE PROJECT SPECIFICATIONS, INCLUDING THE TOWN OF APPLE VALLEY TRENCHING STANDARDS.

23. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND

FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.

24. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK.

25. BEFORE EXCAVATING FOR THE CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY. PIPES OR STRUCTURES SHOWN ON THE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.

26. THE ASPHALT CONCRETE PAVEMENT SHALL BE INSTALLED IN A MINIMUM OF TWO LIFTS. THE FINAL LIFT SHALL BE AT LEAST 1 INCH THICK AND SHALL BE PAVED AFTER COMPLETION OF ALL STRUCTURES.

27. ALL SPRINKLER SYSTEMS ENCOUNTERED AND DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND. THE CONTRACTOR SHALL RELOCATE ALL INTERFERING IRRIGATION

HEADS, LINES, VALVES, PULL BOX AND ALL RELATED APPURTENANCES, INCLUDING ALL LABOR,

TOOLS, EQUIPMENT, MATERIALS AND INCIDENTALS, AS SHOWN ON THE PLANS, TO THE SATISFACTION OF THE ENGINEER. FULL COMPENSATION FOR THIS WORK SHALL BE INCLUDED IN

THE CONTRACT UNIT PRICES BID FOR THE VARIOUS ITEMS OF WORK INVOLVED, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

28. CONTRACTOR TO CONTACT THE UTILITY AGENCY AND/OR OWNERS PRIOR TO THE EXECUTION OF ANY UTILITY RELOCATION INDICATED IN THESE PLANS. CONTRACTOR SHALL RECEIVE AUTHORIZATION TO RELOCATE UTILITIES PRIOR TO TOUCHING THE UTILITIES.

29. APPLE VALLEY POLICE DEPARTMENT CONTACT: (760) 240-7400.

PRECAUTIONS AND RESPONSIBILITIES

UTILITIES

PAVEMENTS

SPECIFICATIONS
2 NV
NV
KQ

Page 139 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:EXISTING & DEMOLITION PLANJune 22, 2026 04:16:17pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\2-DEMOLITION PLANS.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM

KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS

ARISING OF THE CLIENTS DECISION TO OBTAIN BIDS, ORDER

MATERIALS, OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE

CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT

TO SUBSTANTIAL REVISIONS UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED.

NORTH
0 GRAPHIC SCALE IN FEET
10 5 10 20

DEMOLITION NOTES
Z
/ / / / / /
1 2
3 4
5 6
7 8
9 DEMOLITION PLANS
3 LEGEND
SAWCUT

REMOVE CHAIN LINK FENCE

REMOVE PCC/AC PAVEMENT SIDEWALK

REMOVE NATIVE MATERIAL

REMOVE GRAVEL

GENERAL DEMOLITION NOTES

1. ALL ITEMS BEING REMOVED SHALL BE SALVAGED AND RETURNED TO THE TOWN.

KQ
NV
KQ
PROTECT IN PLACE ITEM PER PLAN.

REMOVE LIGHT POLE.

REMOVE AND SALVAGE WATER FOUNTAIN AND CAP EXISTING CONNNECTION.

REMOVE CONCRETE SIDEWALK.

REMOVE NATIVE MATERIAL, DEPTH VARIES.

RELOCATE GRAVEL IN THIS AREA INTO ADJACENT GRAVEL PATH AND REDISTRIBUTE TO CREATE LEVEL SURFACE.

REMOVE FENCE.

SAWCUT.

REMOVE CONCRETE FURNITURE AND RETURN TO TOWN.

S
MH
MH
MH
EX. WATER
EX. IRRIGATION
EX. CONCRETE PAD
EX. WV
EX. MH
EX. WV
EX. C&G
EX. FENCE
EX. WATER
EX. MH
40'

GRAVEL PATH

SIDEWALK

SIDEWALK
/
/
/
/
/
/
/
/
/
/
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
2 2
3 4
4 5
5 5
6 1
7 8
8 8
8 8
1 1
1 WALL AND FENCE 1
LIGHTPOLE 1
SIDEWALK 1
GATE 1
9 PICNIC TABLE

REFER TO IRRIGATION
PLAN ON SHEET 17

Page 140 of 163 ends

X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
N: 2014206.92
E: 6799339.82
N: 2014206.92
E: 6799373.82
N: 2014078.92
E: 6799339.82
N: 2014078.92
E: 6799373.82
N: 2014142.92
E: 6799391.82
N: 2014142.92
E: 6799425.82
N: 2014078.92
E: 6799391.82

BEGIN RC
N: 2014078.92
E: 6799425.82
N: 2014226.69
E: 6799357.56
N: 2014146.24
E: 6799430.83
N: 2014066.13
E: 6799449.23

END CURB
N: 2014106.39
E: 6799450.07

BEGIN CURB
N: 2014154.92
E: 6799423.48

END CURB
N: 2014191.08
E: 6799392.91
N: 2014106.39
E: 6799430.82
N: 2014066.62
E: 6799424.94
N: 2014211.92
E: 6799343.82
N: 2014227.09
E: 6799357.85

BEGIN CURB
N: 2014060.68
E: 6799424.79
N: 2014060.80
E: 6799418.79
N: 2014067.22
E: 6799413.53
N: 2014072.21
E: 6799330.82
N: 2014206.92
E: 6799330.82
N: 2014068.97
E: 6799331.52
N: 2014107.76
E: 6799425.82
END RC
N: 2014156.92
E: 6799419.17
N: 2014159.92
E: 6799412.71
N: 2014175.34
E: 6799399.67
N: 2014183.54
E: 6799396.67
N: 2014182.89
E: 6799394.91
N: 2014189.00
E: 6799394.67
N: 2014188.35
E: 6799392.91
N: 2014174.70
E: 6799397.91

LINE TABLE
MODEL # GYQ85 BOTTLE FILLER
AND DRINKING FOUNTAIN. OR
APPROVED EQUAL (TYP.) 52" 27" MAX 48 1
4 " (SENSOR POINTING DOWN) 33 1
8 " 27" MAX 41 3
8 " BOTTLE FILLER
SK8 CANE SKIRT

FINISHED SURFACE SHALL NOT
EXCEED 2% SLOPE IN ANY DIRECTION

TO DRINKING FOUNTAIN

ACCESSIBLE KNEE

AND TOE CLEARANCE
AREA
17" MIN -
25" MAX
2" DIA PIPE

IN-GROUND ANCHORING PLATE
MIN. 1
2 " BOLTS ANCHOR TO CONC.

ANCHORING PLATE DETAIL
12"
PEDESTAL BOTTLE FILLER AND DRINKING FOUNTAIN A N.T.S
MODEL # GYQ85 BOTTLE FILLER

AND DRINKING FOUNTAIN WITH
DOG BOWL WHERE APPLICABLE.

OR APPROVED EQUAL (TYP.)
QUICK COUPLER VALVE B N.T.S
BRICK SUPPORT (3)

MAIN LINE TEE OR ELL

FINISH GRADE
3/4" MINUS GRAVEL PREFABRICATED SWING JOINT
10" ROUND VALVE BOX MODEL HQ-44-LRC

HUNTER QUICK COUPLER VALVE

MAIN LINE PIPE
#4 REBAR W/SS HOSE CLAMPS

VALVE BOX LID

COLOR GREEN
NOTE: APPLY TEFLON TAPE TO ALL THREADED PIPE CONNECTIONS.

BIOFILTRATION BASIN
N.T.S C This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:Civil & HAJune 22, 2026 04:16:46pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\3-CIVIL IMPROVEMENT PLANS AND HORIZONTAL CONTROL PLANS.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM

KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS

ARISING OF THE CLIENTS DECISION TO OBTAIN BIDS, ORDER

MATERIALS, OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE

CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT

TO SUBSTANTIAL REVISIONS UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED.

NORTH

CONSTRUCTION NOTES
LEGEND

COURT SURFACE

CONCRETE SURFACE

LANDSCAPE
10' HT CHAIN LINK FENCE
10' HT CHAIN LINK FENCE WITH WINDSCREEN
5' HT CHAIN LINK FENCE

CIVIL IMPROVEMENTS &

HORIZONTAL CONTROL PLANS
4 AA
NV
KQ
CONSTRUCT PCC SIDEWALK (4" THICK) PER SPPWC STD PLAN 112-2.

CONSTRUCT POST-TENSION CONCRETE SLAB PER STRUCTURAL SHEETS S001-S201.

CONSTRUCT 6" CURB PER COUNTY OF SAN BERNARDINO STD PLAN 116.

INSTALL DRINKING FOUNTAIN WITH BOTTLE FILLER PER DETAIL A.

CONSTRUCT LANDSCAPE PER LANDSCAPE PLANS SHEET 14.

INSTALL COURT PAINT PER AMENITY DETAIL 1 SHEET 8.

INSTALL FENCE PER AMENITY PLAN ON SHEET 7. CONSTRUCT PRACTICE COURT PER AMENITY DETAIL 2 SHEET 8.

INSTALL 2" WATER SERVICE LATERAL.

INSTALL WATER LINE STUB OUT FOR FUTURE BATHROOM CONNECTION. (NOT USED)
INSTALL 6" SEWER LATERAL. (NOT USED)
INSTALL QUICK COUPLER VALVE IN CONCRETE VALVE BOX PER DETAIL B.

INSTALL 90 DEGREE BEND.

INSTALL 2" WATER TEE.

CUT BACK EXISTING WATER LATERAL SERVING THE EXISTING DRINKING

FOUNTAINS, TO CONNECT OUTSIDE OF THE PROPOSED PICKLEBALL COURT AREA. TIE IN PROPOSED LATERAL TO SERVE NEW DRINKING FOUNTAINS.

CONSTRUCT BIOFILTRATION BMP PER DETAIL C. LANDSCAPING PER LANDSCAPE PLANS.

Page 141 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:GD-1 June 22, 2026 04:17:06pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\4- GRADING PLAN.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
NORTH
0 GRAPHIC SCALE IN FEET
10 5 10 20

GRADING PLAN
5 LEGEND

EXISTING ELEVATION

PROPOSED ELEVATION

SLOPE DIRECTION
(000.0)
000.0
AA
NV
KQ
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
(2927)
(2927)
(2927)
(2927)
(2926)
(2926)
(2928)
(2927)
(2928)
(2927)
(2927)
(2925)
(2926)
(2926)
(2926)
(2927)
2926.9
2927.8

1.3%

1.4%

1.5%

1.6% 1.1%

1.1%

0.7%

1.5%

1.1%

0.9%

1.4%

1.0% 1.5% 2.3% 2.1%

1.7%

1.4%

0.9%

1.3% 1.0%

2.0% 0.9% 2.8%

0.0% 0.9% 0.9%0.0% 0.9%0.0% 0.9%0.0%

0.0% 0.7% 0.7%

0.0%
2926.5
2926.5
2926.7
2927.4
2927.5
2926.8
2926.3
2926.62 FS
2927.91 FS 2927.82 FS
2927.52 FS 2926.78 FS
2926.97 FS 2926.97 FS
2926.63 FS
2926.34 FS
2927.07 FS 2926.97 FS
2926.92 FS
2926.81 FS
2926.45 FS
2926.32 FS
(2926.27) FS
(2926.61) FS
(2928.10) FS
(2928.08) FS
2926.84 TC
2927.47 TC
2927.31 TC
2926.95 TC
2927.06 TC
2926.56 FS
2926.86 FS
(2926.63) FS
JOIN EX.
0" TC 2927.42 TC
2927.3
2926.9 2926.8
2926.8
2926.9
2927.0
2927.1
2927.2
2927.3
2926.4
2926.6
2926.9
2926.6
2926.7
2927.12 FS
2927.22 TC
JOIN EX.
(2926.71) FS (2926.60) FS
JOIN EX. JOIN EX.

N: 2014191.08
E: 6799392.91
N: 2014154.92
E: 6799423.48
N: 2014156.92
E: 6799419.17
N: 2014183.54
E: 6799396.67
N: 2014169.92
E: 6799392.91
2926.3
2926.5
2925.6 2925.7
2926.7
2926.7 2926.6
3:1
2926.8
N: 2014182.89
E: 6799394.91 R=1'
R=1'
N: 2014188.35
E: 6799392.91 N: 2014189.00
E: 6799394.67
2925.7

Page 142 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:AMENITY SCHEDULEJune 22, 2026 04:17:26pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-AMENITY.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026
X
X

AMENITY SCHEDULE
6 AMENITY SCHEDULE

FENCE/GATE

SYMBOL LABEL QUANTITY TITLE MANUFACTURER MODEL COLOR FINISH DETAIL, SHEET - - 5' HT CHAINLINK FENCE

NO WINDSCREEN
- - BLACK VINYL COATED 5, 8
4' W X 5' HT SINGLE PEDESTRIAN CHAINLINK
GATE
- - BLACK VINYL COATED 3, 8

SPORT EQUIPMENT

SYMBOL LABEL QUANTITY TITLE MANUFACTURER MODEL COLOR FINISH MOUNTING PICKLEBALL NET POST/SLEEVE LA STEELCRAFT PBP3-BG/LA-8303-18 510 BLACK GALVANIZED IN GROUND

PICKLEBALL NET LA STEELCRAFT LA-PB-NC BLACK - TO POST
10' HT X 16' W BACKBOARD DOUGLAS SPORTS RALLY MASTER 34854 GREEN - TO FENCE POST

SHADE STRUCTURES

SYMBOL LABEL QUANTITY TITLE MANUFACTURER MODEL COLOR POST FINISH MOUNTING 14' W X 22' L SHADE STRUCTURE USA SHADE 2 POST HIP DESERT SAND (FR FABRIC) PER SHADE PLAN

SITE FURNISHINGS

SYMBOL LABEL QUANTITY TITLE MANUFACTURER MODEL COLOR FINISH MOUNTING TRASH RECEPTACLE ANOVA FURNISHINGS #F1021M PINE FUSION ADVANTAGE SURFACE MOUNT BENCH ANOVA FURNISHINGS #F1027 PINE FUSION ADVANTAGE SURFACE MOUNT

TABLE WITH SEATING ANOVA FURNISHINGS
#F1111
#F1308 PINE FUSION ADVANTAGE SURFACE MOUNT
DRINKING WITH BOTTLE FILLER MURDOCK GYQ85 TEXTURED FAIRWAY GREEN TEXTURED SURFACE MOUNT F-102
G-101
SE-101
SE-102
SE-103
SS-101
S-101
S-102
S-103
S-104a
418 LF
6 3 PAIRS
3 1
4 1
1 S-104a- 3
S-104b- 1
1 3 7.5' L 3 TIER BACK TO BACK BLEACHER KAY PARK RECREATION #BLDA3A7.5 SURFACE MOUNT S-105

INSTALL

PER DETAIL

INSTALL

PER MANUFACTURER

SPECIFICATIONS

PER MANUFACTURER

SPECIFICATIONS

PER MANUFACTURER

SPECIFICATIONS

IN GROUND

INSTALL

PER MANUFACTURER

SPECIFICATIONS

PER MANUFACTURER

SPECIFICATIONS

PER MANUFACTURER

SPECIFICATIONS

PER MANUFACTURER

SPECIFICATIONS

PER MANUFACTURER

SPECIFICATIONS

POWDER COATED BLACK

ALUMINUM
136 LF 10' HT WINDSCREEN BEACON ATHLETICS TUFFY WINDSCREEN DARK SPORTS GREY 78% SHADING - PER MANUFACTURER

SPECIFICATIONS
S-106 1 DRINKING WITH BOTTLE FILLER/PET BOWL MURDOCK GYQ85-PF TEXTURED FAIRWAY GREEN TEXTURED SURFACE MOUNT PER MANUFACTURER

SPECIFICATIONS
10' HT CHAINLINK FENCE WITH
WINDSCREEN F-101 136 LF BLACK VINYL COATED 6, 8 PER DETAIL *ALL AMENITIES PER THE ABOVE SCHEDULE, OR APPROVED EQUAL S-107 4 REGULATORY CITY SIGNAGE PER CITY STANDARD - STEEL SIGN GALVANIZED FENCE MOUNTED SEE DETAIL 1, 9 F-103
-
F-104 40 LF 10' HT CHAINLINK FENCE - - - GALVANIZED 6, 8 PER DETAIL S-104b
S-108 1 5' W X 5' L TREE GRATE URBAN ACCESSORIES CASCADE 5' SQ BRONZE BROWN POWDERCOATED - 2, 9 EB
EB
MM

Page 143 of 163 ends

S X X X X X X X X X X XX X X X X X X X X X XX X X X XX X X X X X X X This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:AMENITY PLANJune 22, 2026 04:17:26pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-AMENITY.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026
NORTH 0

GRAPHIC SCALE IN FEET
10 5 10 20
F-101
F-102
G-101
S-102
S-103
S-104a
S-105
S-106
S-107
SE-101
SE-102
SE-103
SS-101
F-103
F-104
S-101
S-104b

CODE DESCRIPTION
FENCE
10' HT CHAINLINK FENCE WITH WINDSCREEN
5' HT CHAINLINK FENCE
GATE
4' W X 5' HT PEDESTRIAN GATE

SITE FURNISHINGS
BENCH

BACK TO BACK BLEACHER

TABLE WITH SEATING

DRINKING FOUNTAIN WITH BOTTLE FILLER

DRINKING FOUNTAIN WITH PET BOWL

CITY SIGNAGE

SPORT EQUIPMENT

PICKLEBALL NET POST/SLEEVE

PICKLEBALL NET
10' HT X 16' W BACKBOARD

SHADE STRUCTURE
14' W X 22' L SHADE STRUCTURE
AMENITY PLAN 7

DOG PARK

18.0' 64.0' 12.0'
S-103
S-105
S-107
SE-101
SE-102
SE-103
SS-101
S-106
S-104a
S-102
F-101
F-102
G-101

AMENITY SCHEDULE
10' HT WINDSCREEN
10' HT CHAINLINK FENCE
F-104
F-103
20' HT LIGHT POLE, SOLAR POWERED

SEE LIGHTING PLANS (TYP)
S-107

5.0'

ENLAGEMENT A,
SEE SHEET 8

ENLAGEMENT B,
SEE SHEET 8

PEDESTRIAN LIGHT BOLLARD,

SOLAR POWERED

SEE LIGHTING PLANS (TYP)

PEDESTRIAN LIGHT BOLLARD,

SOLAR POWERED

SEE LIGHTING PLANS (TYP)
20' HT LIGHT POLE, SOLAR POWERED

SEE LIGHTING PLANS (TYP)

TRASH RECEPTACLE
S-101
START 10' FENCE, TIE INTO
EXISTING 5' FENCE
END 10' FENCE, TIE INTO
EXISTING 5' FENCE
S-104a
S-104b

ADA TABLE WITH SEATING
S-108
INSTALL SALVAGED WATER FOUNTAIN.

LOCATION TO BE VERIFIED IN THE FIELD

WITH STEPHANIE VARGAS PRIOR TO
INSTALLATION.

S-108 TREE GRATE
S-104b
EB
EB
MM

PEDESTRIAN LIGHT BOLLARD,

SOLAR POWERED

SEE LIGHTING PLANS (TYP)

Page 144 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:AMENITY DETAILSJune 22, 2026 04:17:28pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-AMENITY.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

AMENITY DETAILS
8 ENLARGEMENT A - TYPICAL COURT 1 NTS
LEFT

SERVICE
AREA
RIGHT

SERVICE
AREA
NOTE:

1. ALL STRIPING TO BE WHITE LINE PAINT PER CALIFORNIA SPORT SURFACES

2. ALL SURFACING COLORS TO BE COOL TOP SURFACING PER CALIFORNIA

SPORT SURFACES

3. INSTALL PER MANUFACTURER SPECIFICATIONS
4" VINYL COATED SCH 40

POST WITH POST CAP (TYP)

1.9" O.D. HORIZONTAL RAILS, TOP
AND BOTTOM GATE FRAME (TYP.)
CHAIN-LINK FENCE, 9 GA. 2"

MESH VINYL COATED FENCE
FABRIC, TYP.

FINISH GRADE

COMPACTED
SUBGRADE 4' - 0"
1' - 2" SQ. 5' - 0"
4' - 0"
4" VINYL COATED SCH. 40

POST AND CAP
CHAIN-LINK FENCE, 9 GA. 2" MESH VINYL COATED
FENCE FABRIC, TYP.

FINISHED GRADE

CHAINLINK W/ KNUCKLED SELVAGE SET
EVEN W/ TOP OF RAIL. RAIL TIES AS REQ'D
1 5/8" O.D. RAIL
PIPE: 2.27 LBS/ FT

TOP,MID, AND
BOTTOM RAIL 4' - 10 1
2 "
10' - 0" O.C. POST SPACING (TYP)

FINISHED GRADE
8' - 0" O.C. POST SPACING (TYP) 5' - 0" 10' - 0" 4' - 0"

SINGLE PEDESTRIAN GATE
3 NTS
10' HT CHAINLINK FENCE
6 NTS
5' HT CHAINLINK FENCE 5 NTS 2"
GATE LATCH 34" MAX
1' - 6" DIA. 1' - 6" DIA.
4" VINYL COATED SCH. 40

POST AND CAP
CHAIN-LINK FENCE, 9 GA. 2" MESH VINYL COATED
FENCE FABRIC, TYP. CHAINLINK W/ KNUCKLED SELVAGE SET
EVEN W/ TOP OF RAIL. RAIL TIES AS REQ'D
1 5/8" O.D. RAIL
PIPE: 2.27 LBS/ FT

TOP AND BOTTOM
RAIL
5' HT GATE
NOTE:

1. PRIOR TO CONSTRUCTION CONTRACTOR

TO SUBMIT SHOP DRAWINGS FOR LANDSCAPE
ARCHITECT REVIEW AND APPROVAL.

2. SEE STRUCTURAL CALCULATIONS FOR
FURTHER FOOTING INFORMATION. 10"

KICK PLATE, SEE SECTION ABOVE
KICK PLATE 10"
3 16
" THICK STEEL KICK

PLATE, WELD ALL

AROUND FLUSH TO

GATE FRAME

1.9" OD GALVANIZED HORZ.

RAIL TOP OF KICK PLATE

1.9" OD GALVANIZED HORZ. RAIL

BOTTOM OF KICK PLATE

CHAIN LINK
TENSION BAND, 12" O.C.

TENSION BAND, 12" O.C.

BRACE BAND
TENSION BAND, 12" O.C.

CONNECTION TO EXISTING CONCRETE
4 NTS

NEW CONCRETE PAVEMENT

DOWEL SLEEVE

EXISTING

CONCRETE

PAVEMENT

SILICONE SEALANT
RECESS 1
4 " FROM

PAVEMENT SURFACE
1 2
" PREFORMED

EXPANSION JOINT

MATERIAL
#3 REBAR AT 24" O.C.

EPOXY COAT ONE

SIDE, SLEEVE OTHER
4" MIN.
1 5
8 " 44' - 0"
20' - 0"
10' - 0" 15' - 0" 7' - 0"
34' - 0" 64' - 0"

NON VOLLEY

ZONE/KITCHEN

CENTERLINE

SIDELINE

NET AND POST

BASELINE
COLOR: BELLS BLUE
COLOR:

NORDIC BLUE
COLOR:

FOREST GREEN
ENLARGEMENT B - PRACTICE COURT 2 NTS
NOTE:

1. ALL STRIPING TO BE WHITE LINE PAINT PER CALIFORNIA SPORT SURFACES

2. ALL SURFACING COLORS TO BE COOL TOP SURFACING PER CALIFORNIA

SPORT SURFACES

3. INSTALL PER MANUFACTURER SPECIFICATIONS
COLOR: NORDIC BLUE

BACKBOARD, PER

AMENITY SCHEDULE

CONTRACTOR TO INSTALL

BACKBOARD ON FENCE POST, PER

MANUFACTURER SPECIFICATIONS

16.0' 19.0'
NOTE:

1. PRIOR TO CONSTRUCTION CONTRACTOR

TO SUBMIT SHOP DRAWINGS FOR LANDSCAPE
ARCHITECT REVIEW AND APPROVAL.

2. SEE STRUCTURAL CALCULATIONS FOR
FURTHER FOOTING INFORMATION.

NOTE:

1. PRIOR TO CONSTRUCTION CONTRACTOR

TO SUBMIT SHOP DRAWINGS FOR LANDSCAPE
ARCHITECT REVIEW AND APPROVAL.

2. SEE STRUCTURAL CALCULATIONS FOR
FURTHER FOOTING INFORMATION.

EB
EB
MM

Page 145 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:H4 June 22, 2026 04:17:28pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-AMENITY.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

AMENITY DETAILS
9 COURT HOURS
OPEN:

DAILY
DAWN - 10PM

LIGHTS GO OFF

AUTOMATICALLY
AT 10PM

PICKLEBALL COURT GUIDELINES
· Courts are intended for pickleball use only.
· Courts are open daily from dawn to 10 pm.
· Shirts and shoes are required.
· Courts are available on a first come, first
serve basis, no reserving courts.
· No skates, skateboards, bicycles, or animals
allowed on courts.
· No private lessons permitted.
· Use of tobacco or vaping products and
alcohol is prohibited.
· Players are requested to observe court
courtesies as well as rules of good conduct
on and around the pickleball courts at all
times.
· Play is open to all ages and skill levels.
· Double games are recommended to
maintain flow of play.
· If courts are full, play shall be "four on -
four off".

Town of Apple Valley
Town of Apple Valley 3" 12" 3"
BRACKET - 3
1 2
" WIDE

THIS BRACKET IS TO BE UTILIZED FOR POST
APPLICATIONS BETWEEN 4
1 2"-7
1 2" DIAMETER.

BRACKET: TOP VIEW
EQ. EQ.
(2) SINGLE SIDED SIGN MOUNTING BRACKETS,

INSTALL A BRACKET ONE EACH SIDE OF
THE FENCE POST. BRACKET TO BE
CLAMP-ON AND GALVANIZED.BRACKETS TO

BE SIZED PER THE DIAMETER OF THE

FENCE POST

BRACKETS MUST ALIGN WITH PANEL EDGE
SIGN PANEL; 1/4" THICK

ALUMINUM SHEET

BRACKETS MUST ALIGN WITH PANEL EDGE
SIGN PANEL; 1/4"

THICK ALUMINUM
SHEET
DRILL HOLES IN U-CHANNEL;

PLUG-WELD TO PANEL

FENCE POST

REGULATORY SIGN AND MOUNTING
1 NTS

COLOR TO BE CITY

STANDARD
FONT: TAHOMA
COLOR: WHITE

SIGN TO BE FABRICATED AND LAID OUT BY SIGN

FABRICATOR AND SUBMITTED FOR FINAL
APPROVAL BY TOWN. 5' - 0" MIN.

FINISH GRADE 3" 24" 3"
EQ. EQ.

BRACKETS MUST ALIGN WITH PANEL EDGE
SIGN PANEL; 1/4"

THICK ALUMINUM
SHEET
DRILL HOLES IN U-CHANNEL;

PLUG-WELD TO PANEL
FENCE POST 5' - 0" MIN.

FINISH GRADE

SIGN A SIGN B SIGN A SIGN B
12" 18"
24" 30" 1" MIN. 1" MIN.

NOTES:

1. OPENING EXPANDABLE FOR TREE
GROWTH UP TO 2'-9"

2. INSTALL PER MANUFACTURER

SPECIFICATIONS
PLAN

ADJUST OPENING AT MANUFACTURER TO

DIMENSION INDICATED AND GRIND EDGES

SMOOTH PRIOR TO DELIVERY TO SITE
GRATE

CONCRETE COLLAR COLOR

TO MATCH ADJACENT

SIDEWALK PAVING
#3 REBAR EMBEDMENT
ANCHOR 6" OVERALL

LENGTH (TYP)

STEEL ANGLE FRAME
PER MFR. REQUIREMENTS
6"
(TYP)

SECTION (C-C')

WEAKENED PLANE JOINT
45°

ROOT CONTROL BARRIER
BACKFILL WITH 3
4 " DRAINAGE GRAVEL
1'-4"
TREE GRATE 2 NTS

SECTION (C-C')
EB
EB
MM

Page 146 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:SHADE PLANJune 22, 2026 04:17:28pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-AMENITY.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

AMENITY DETAILS
10

Page 147 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:LIGHTING PLANJune 22, 2026 04:17:50pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-LIGHTING.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026
NORTH 0

GRAPHIC SCALE IN FEET
10 5 10 20

SOLAR LIGHTING PLAN
11 DOG PARK 1 1

LIGHTING LEGEND
FONROCHE 20' HT LIGHT POLE
T54-CK 16B-4K-T4-P190F-3P-HW-MC
20' ROUND TAPERED POLE ANCHOR BASE-1-4FT ARM-BK-BK-10
SEE DETAILS ON SHEET 12 2 FONROCHE SOLAR LUMINARIE FIXTURE T4-CK 16B-4K-59W-20'DB
SMARTLIGHT ASSEMBLY WITH 936WH-24V NIMH BATTERY,
SPECIAL EXTREME TEMPERATURE, 1 X 190W SOLAR MODULE

WITH TOP OF POLE ASSEMBLY AND INTELLIGENT
MANAGEMENT/CONTROL SYSTEM. PROVISIONED FOR SINGLE
FIXTURE CONFIGURATION. SINGLE ESSENTIAL FIXTURE 4K
COLOR TEMP, HIGH WIND AND ENHANCED MARINE COATING.
20FT. ROUND TAPERED POLE-ANCHOR BASE-1-4FT ARM
8 YEAR WARRANTY ALL NIGHT LIGHTING 365 DAYS A YEAR FULL

BATTERY REPLACEMENT
(TYP) 2
TITLE QTY 66
(TYP) 2 1
(TYP) 2 1 1 2 (TYP) 1 2 (TYP)
(TYP) 2 1 3 FONROCHE PEDESTRIAN BRUT CONCRETE BOLLARD
BRUT-3K

BRUT CONCRETE SOLAR POWERED BOLLARD
3000K COLOR TEMPERATURE
SURFACE MOUNTED PER MANUFACTURER 8
(TYP) 3
(TYP) 3
(TYP) 3
EB
EB
MM
(TYP) 3

Page 148 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:LIGHTING DETAILSJune 22, 2026 04:17:51pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-LIGHTING.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

SOLAR LIGHTING DETAILS
12 ANCHOR BOLTS INCLUDED

CONCRETE FOOTING

SEE DETAIL THIS SHEET

SEE STRUCTURAL CALCULATION

PACKAGE FOR FURTHER INFORMATION

LIGHT POLE FOOTING
3 NTS 4'-6"
1'-6" DIA.
25' LIGHT POLE, SEE

LIGHTING PLAN
PHOTOMETRIC PLAN 2 NTSLIGHT POLE 1 NTS

CONCRETE FOOTING, SEE

STRUCTURAL CALCULATIONS FOR

FURTHER INFORMATION
NOTE:

PRIOR TO CONSTRUCTION

CONTRACTOR TO SUBMIT SHOP

DRAWINGS FOR LANDSCAPE
ARCHITECT REVIEW AND APPROVAL.

EB
EB
MM

Page 149 of 163 ends

SYMBOL QTY BOTANICAL / COMMON NAME CONT HEIGHT/SPREAD CAL. WUCOLS TREES
5 EXISTING TREE / PROTECT IN PLAN EXISTING - - -
3 QUERCUS VIRGINIANA 'HERITAGE' / HERITAGE SOUTHERN LIVE OAK 24" BOX 8`-10` HT. X 3`-4` SPR. 1" CAL. MODERATE SYMBOL QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS MATURE SIZE SHRUBS
2 BOULDER
3' DIA

SOUTHWEST BOULDER & STONE
COLOR: COPPERHEAD

OR APPROVED EQUAL

ROCK - -
8 BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 5 GAL. AS SHOWN LOW 13 DASYLIRION LONGISSIMUM / TOOTHLESS DESERT SPOON 5 GAL. AS SHOWN LOW 4 HESPERALOE PARVIFLORA / RED YUCCA 5 GAL. AS SHOWN LOW 10 TEUCRIUM CHAMAEDRYS 'PROSTRATUM' / PROSTRATE GERMANDER 5 GAL. AS SHOWN LOW

GROUND COVERS
756 SF

DECOMPOSED GRANITE

SOUTHWEST BOULDER & STONE
COLOR: DESERT GOLD OR APPROVED EQUAL
NON-STABILIZED D.G. - -

PLANT SCHEDULE
120 LF ROOT BARRIER
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR

TOWN OF APPLE VALLEY
Plotted By:Bouchard, Eden Sheet Set:Kha Layout:LANDSCAPE NOTESJune 22, 2026 04:20:55pmK:\SND_LDEV\099546003 - Civic Center Pickleball\CAD\PlanSheets - ONSITE\L-LANDSCAPE.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

LANDSCAPE NOTES
13 1. THE TERM “LANDSCAPE ARCHITECT” USED HEREIN SHALL MEAN THE

LANDSCAPE ARCHITECT WHO HAS SIGNED AND SEALED THESE PLANS AND IS IN RESPONSIBLE CHARGE OF THE LANDSCAPE ARCHITECTURE DESIGN.

THE TERM “CONTRACTOR” USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTOR USING THESE PLANS. ANY AGENCY

SIGNATURE OR APPROVAL ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES.

2. THE LANDSCAPE ARCHITECT WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY SAFETY MEASURES OR REGULATIONS. THE

CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY

MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME AND

COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR AGREES THAT

SHE/HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE

CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

3. THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY OF

THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION,

TECHNIQUES, EQUIPMENT CHOICE AND USAGE, SEQUENCE, SCHEDULE,

SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE LANDSCAPE

ARCHITECT HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANY CONTRACTOR.

4. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE LANDSCAPE

ARCHITECT AND OWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM

ANY AND ALL CLAIMS, DEMANDS, JUDGMENTS, LOSS, DAMAGES, COSTS,

EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR ALLEGED, IN

CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING

FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE
ARCHITECT.

5. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE

CONTRACTOR SHALL REQUEST IN WRITING FROM THE LANDSCAPE

ARCHITECT AND THE OWNER, AN INTERPRETATION BEFORE DOING ANY RELATED OR IMPACTED WORK.

6. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE

PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM

CONTRACTOR OPERATIONS BY APPROPRIATE MEANS UNTIL SUCH TIME

THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.

7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO

STARTING WORK NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES.

8. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR

STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE

CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO

CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE

SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE OF THE CONTRACTOR.

9. THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING

IMPROVEMENTS ADJACENT TO THE PROPOSED WORK INDICATED ON THESE

PLANS SHALL BE CONFIRMED BY THE CONTRACTOR BY FIELD

MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE LANDSCAPE

ARCHITECT IN WRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND.

10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE

EXISTING UNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF

CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE

NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE

TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE
SATISFACTION OF THE OWNER.

12. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THE WORK IN QUESTION.

13. ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON

THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE

SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.

LANDSCAPE ARCHITECT NOTES
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AB-1881 AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. ________________ MICHAEL P. MADSEN, LLA 5798 A. THE LIMITS OF ALL TREE PROTECTION ZONES SHALL BE STAKED IN THE FIELD. 6'H "PERIMETER PLUS" CONSTRUCTION FENCE WITH POSTS SUNK INTO

THE GROUND SHALL BE ERECTED TO ENCLOSE THE TREE PROTECTION ZONE.

B. THE TREE PROTECTION ZONE (TPZ) IS DEFINED AS THE LARGER OF THE DRIP LINE OF THE TREE OR THE DISTANCE FROM THE TRUNK EQUAL TO ONE (1)

FOOT FOR EACH INCH OF TRUNK DIAMETER MEASURED AT FOUR AND A HALF (4.5) FEET ABOVE EXISTING GRADE (AKA DBH; DIAMETER AT BREAST HEIGHT).

C. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED.

FENCES MAY NOT BE RELOCATED OR MOVED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT.

D. STRUCTURES AND UNDERGROUND FEATURES TO BE REMOVED WITHIN THE

TREE PROTECTION ZONE SHALL USE THE SMALLEST EQUIPMENT POSSIBLE, AND OPERATE FROM OUTSIDE THE TREE PROTECTION ZONE.

E. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6" OF MULCH OR GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6" DEPTH.

F. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE FENCED AREAS AT ALL TIMES.

G. NO MATERIALS, EQUIPMENT, WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE. NO

DEBRIS OR GARBAGE MAY BE DUMPED OR BURIED WITHIN THE TREE PROTECTION ZONE.

H. ANY GRADING, CONSTRUCTION, DEMOLITION OR OTHER WORK THAT IS

EXPECTED TO ENCOUNTER TREE ROOTS, MUST BE MONITORED BY THE LANDSCAPE ARCHITECT.

I. ALL UNDERGROUND UTILITIES AND DRAIN OR IRRIGATION LINES SHALL BE ROUTED OUTSIDE THE TREE PROTECTION ZONE. IF REROUTING IS NOT

POSSIBLE, TRENCHING WITHIN THE TPZ IS TO BE PERFORMED BY AIRSPADE UNDER THE SUPERVISION AND DIRECTION OF A LICENSED ARBORIST. IF AT ANY TIME, TWENTY-FIVE (25) PERCENT OF THE AREA WITHIN THE ROOT

PROTECTION ZONE WOULD BE SEPARATED FROM THE TREE BY A TRENCH, THE LINE SHALL BE LOCATED BY BORING.

J. NO ROOTS LARGER THAN ONE INCH (1.5”) DIAMETER SHALL BE CUT UNLESS REVIEWED AND APPROVED BY LICENSED ARBORIST. ALL SMALLER ROOTS

THAT REQUIRE CUTTING SHALL BE CUT WITH PRUNING SAWS (NO TRENCHES OR BACKHOES). CUTS SHALL BE MADE FLUSH WITH THE SIDE OF THE EXCAVATION.

K. MINOR ROOT DAMAGE DURING GRADING OR CONSTRUCTION SHALL BE PRUNED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW. CONTRACTOR

SHALL CONTACT LANDSCAPE ARCHITECT IMMEDIATELY IN THE EVENT OF EXTENSIVE ROOT DAMAGE.

L. ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING

CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST OR AT THE

DIRECTION OF THE LANDSCAPE ARCHITECT AND NOT BY CONSTRUCTION PERSONNEL.

M. EROSION CONTROL DEVICES SUCH AS SILT FENCING, DEBRIS BASINS, AND

WATER DIVERSION STRUCTURES SHALL BE INSTALLED TO PREVENT SILTATION AND/OR EROSION WITHIN THE TREE PROTECTION ZONE.

N. SPOIL FROM TRENCHES OR OTHER EXCAVATIONS SHALL NOT BE PLACED

WITHIN THE TREE PROTECTION ZONE, EITHER TEMPORARILY OR
PERMANENTLY.

O. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, THE

LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN ORDER TO RECOMMEND EVALUATION BY A LICENSED ARBORIST. PROCUREMENT OF A LICENSED ARBORIST SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

TREE PROTECTION NOTES

1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND THE MOST CURRENT EDITION OF THE APPLICABLE TOWN AND/OR REGIONAL STANDARDS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THESE STANDARDS,

SPECIFICATIONS AND DRAWINGS, AS WELL AS ALL OTHER STANDARDS AND

SPECIFICATIONS WHICH MAY BE NECESSARY TO COMPLETE AND ACCURATELY INTERPRET THESE PLANS.

2. ALL QUANTITIES LISTED IN THE LANDSCAPE SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF ANY DISCREPANCIES, PLANS SHALL OVERRIDE THE LANDSCAPE AND BID SCHEDULE QUANTITIES. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON THE PLANS AND BASE THEIR BID ACCORDINGLY.

3. RESPONSIBILITY FOR ESTABLISHING SUBGRADES IS NOT INCLUDED IN THIS WORK.

INSPECT SUBGRADES PRIOR TO COMMENCING WORK TO CONFIRM SUBGRADE DEPTHS AND GRADES. ADVISE LANDSCAPE ARCHITECT OF DISCREPANCIES WITH DRAWINGS OR SPECIFICATIONS. ALL PLANTING AREAS SHALL BE LEFT FREE OF CONSTRUCTION DEBRIS

AND/OR TOXIC MATERIAL AND GRADED TO A LEVEL TO PERMIT LANDSCAPE CONSTRUCTION. TRENCHES OR OTHER FILLED EXCAVATIONS SHALL BE COMPACTED PRIOR TO LANDSCAPE INSTALLATION.

4. SITE GRADING NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL WORK.

5. ALL LANDSCAPE AREAS SHALL BE UNIFORMLY GRADED SO THAT FINISHED SURFACES CONFORM TO THE TYPICAL SECTIONS AND PROPOSED GRADES SHOWN. FINISHED

SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, AND FREE FROM IRREGULAR SURFACE DRAINAGE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR

ESTABLISHING THE FINISH GRADE AND SHALL BEAR FINAL RESPONSIBILITY FOR PROPER SURFACE DRAINAGE OF PLANTED AREAS.

6. AFTER ROUGH GRADING HAS OCCURRED, CONTRACTOR SHALL OBTAIN AN AGRONOMIC

SOILS REPORT AND SUBMIT TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO AMENDMENTS AND/OR PLANTING. CONTRACTOR SHALL APPLY RECOMMENDATIONS UNLESS OTHERWISE NOTED BY LANDSCAPE ARCHITECT.

7. BACKFILL MIX SHALL BE PLACED IN 6" LIFTS AND TAMPED INTO PLACE AROUND THE PLANT. NO TRANSPLANTING SHALL BE DONE WHEN SOIL IS EXCESSIVELY WET. DO NOT COUNTERSINK AROUND CACTI OR SUCCULENTS. PROVIDE POSITIVE DRAINAGE AWAY FROM PLANT.

8. ALL TREES SHALL BE PLANTED A MINIMUM OF 5 FEET, ALL SHRUBS AND ACCENTS A MINIMUM OF 24", AND ALL GROUNDCOVERS 18" FROM EDGE OF CURBS, WALKS, WALLS, PADS, ETC., UNLESS DIRECTED OTHERWISE BY THE LANDSCAPE ARCHITECT.

9. EXCAVATE PITS, AS SHOWN ON DRAWINGS AND DETAILS. LOOSEN HARD SUBSOIL IN BOTTOM OF PIT. TEST DRAINAGE OF TREE, SHRUB AND PLANT PITS BY FILLING WITH WATER TWICE IN SUCCESSION. THE RETENTION OF WATER IN PLANTING PITS FOR MORE THAN TWENTY-FOUR (24) HOURS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. SUBMIT IN WRITING A PROPOSAL FOR THE CORRECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING WITH WORK.

10. IF ROCK, UNDERGROUND CONSTRUCTION, ADVERSE DRAINAGE CONDITIONS, OR OTHER

OBSTRUCTIONS ARE ENCOUNTERED IN EXCAVATION FOR PLANTING OF ANY PLANT MATERIAL, NOTIFY THE OWNER'S REPRESENTATIVE. NEW LOCATIONS MAY BE SELECTED

BY THE OWNER'S REPRESENTATIVE, OR INSTRUCTIONS MAY BE ISSUED TO DIRECT REMOVAL OF OBSTRUCTION. PROCEED WITH WORK ONLY AFTER APPROVAL OF THE OWNER'S REPRESENTATIVE.

11. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE,

SUBMIT PROOF OF NON-AVAILABILITY FROM AT LEAST FIVE SOURCES TO THE OWNER'S

REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL FOR FINAL APPROVAL.

12. ALL PLANT MATERIAL AND SPECIFICATIONS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK STANDARDS UNLESS OTHERWISE NOTED.

13. LAY OUT INDIVIDUAL TREE AND PLANT LOCATIONS AND AREAS FOR MULTIPLE

PLANTINGS, STAKE LOCATIONS AND OUTLINE AREAS AND SECURE THE OWNER'S REPRESENTATIVE'S ACCEPTANCE BEFORE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS DIRECTED.

14. ALL SHRUBS SHALL HAVE A FULL HEAD THAT COVERS THE CAN DIAMETER (CAN FULL) AND A MINIMUM OF THREE STEMS/BRANCHES.

15. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES.

16. FINISH LANDSCAPE GRADES SHALL SLOPE AT A 2% GRADE AWAY FROM CURBS, WALKS, AND WALLS.

17. ALL LANDSCAPE AREAS SHALL RECEIVE A 3" DEPTH OF NON-STABILIZED DECOMPOSED GRANITE, UNLESS OTHERWISE NOTED ON THESE PLANS. TREES TO HAVE A 6' DIAMETER RING AROUND TRUNK FREE OF DECOMPOSED GRANITE. DECOMPOSED GRANITE SHALL EXTEND UNDER ALL SHRUBS AND PLANTS. APPLY PRE-EMERGENT HERBICIDE PRIOR TO AND AFTER DECOMPOSED GRANITE INSTALLATION.

18. PROVIDE SAMPLES OF PROPOSED DECOMPOSED GRANITE SHOWING COLOR, GRADATION SIZE RANGE AND TEXTURE INCLUDING PROPOSED SOURCE. PROVIDE 1/2 CUBIC FOOT SAMPLE OF EACH.

19. ANY ROCK MULCH OR DECOMPOSED GRANITE SHALL NOT CONTAIN LUMPS OR BALLS OF CLAY, CALICHE, ORGANIC MATTER OR CALCAREOUS COATING. PROVIDE WEED BARRIER UNDER ALL DG AND/OR ROCK MULCH. THE CONTRACTOR SHALL ENSURE THAT

SUFFICIENT QUANTITY IS AVAILABLE FROM A SINGLE SOURCE TO COMPLETE THE PROJECT. THE OWNER'S REPRESENTATIVE SHALL APPROVE SAMPLES PRIOR TO ORDERING.

20. NO JOB WILL BE CONSIDERED COMPLETE UNTIL ALL CURBS, PAVEMENT AND SIDEWALKS HAVE BEEN SWEPT CLEAN OF ALL DIRT AND DEBRIS ACCORDING TO PLANS.

21. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS REQUIRED. (SEE THE TOWN GENERAL CONDITIONS)

22. ALL CONSTRUCTION ROADS AND COMPACTED AREAS DEVELOPED THROUGH

CONSTRUCTION THAT ARE WITHIN THE LANDSCAPE AREAS SHALL BE SCARIFIED AND LOOSENED TO A DEPTH OF 12" PRIOR TO LANDSCAPE AND IRRIGATION WORK BEGINNING

23. PLANTINGS WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE MAINTAINED SO THAT NO LIMBS HANG LOWER THAN SEVEN (7) FEET AND SHRUBS OR OTHER PLANTS PLANTED WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE NO TALLER THAN TWO (2) FEET AT FULL GROWTH.

GENERAL LANDSCAPE NOTES
EB
EB
MM

Page 150 of 163 ends

SYMBOL QTY BOTANICAL / COMMON NAME
TREES 5 EXISTING TREE / PROTECT IN PLAN 3 QUERCUS VIRGINIANA 'HERITAGE' / HERITAGE SOUTHERN LIVE OAK

SYMBOL QTY BOTANICAL / COMMON NAME
SHRUBS 2

BOULDER
3' DIA

SOUTHWEST BOULDER & STONE
COLOR: COPPERHEAD
OR APPROVED EQUAL 8 BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 13 DASYLIRION LONGISSIMUM / TOOTHLESS DESERT SPOON 4 HESPERALOE PARVIFLORA / RED YUCCA 10 TEUCRIUM CHAMAEDRYS 'PROSTRATUM' / PROSTRATE GERMANDER

GROUND COVERS
756 SF

DECOMPOSED GRANITE

SOUTHWEST BOULDER & STONE
COLOR: DESERT GOLD OR APPROVED EQUAL

NON-STAB
120 LF ROOT BARRIER S X X X X X X X X X X XX X X X X X X X X X XX X X X XX X X X X X X X This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR

TOWN OF APPLE VALLEY
Plotted By:Bouchard, Eden Sheet Set:Kha Layout:LANDSCAPE PLANJune 22, 2026 04:21:49pmK:\SND_LDEV\099546003 - Civic Center Pickleball\CAD\PlanSheets - ONSITE\L-LANDSCAPE.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026
NORTH 0

GRAPHIC SCALE IN FEET
10 5 10 20

LANDSCAPE PLAN
14 EXISTING DRIVEWAY AND

ACCESS PATH TO
REMAIN

EXISTING UTILITIES TO REMAIN

DOG PARK

34.0' 18.0' 64.0' 12.0'
10' HT CHAIN LINK FENCE
5' HT CHAIN LINK FENCE

PLANT LEGEND

LIGHT POLE, SOLAR POWERED

SEE LIGHTING PLANS (TYP)

SHADE STRUCTURE

SEE AMENITY PLANS (TYP)

ADA ACCESSIBLE TREE GRATE
EB
EB
MM

Page 151 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:LANDSCAPE DETAILSJune 22, 2026 04:18:07pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-LANDSCAPE.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

LANDSCAPE DETAILS
15 1/2"

CONCRETE
CURB
3" NON-STABILIZED DECOMPOSED

GRANITE

DECOMPOSED GRANITE AT CURB E NTS

ROOT CONTROL BARRIER F NTS
NOTES:

1. DO NOT CREATE A BASIN AT BASE OF AGAVE. SLOPE BACKFILL AWAY FROM STEM.

2. SET STEM SUCCULENT SO THAT TOP OF ROOT BALL MATCHES ADJACENT GRADE.

3. THIS DETAIL APPLIES TO NURSERY GROWN AND SALVAGE STOCK OF THE GENERA AGAVE, ALOE, DASYLIRION, HESPERALOE, NOLINA AND YUCCA.
18" MIN.
18"
MIN.

NATIVE SOIL OR CLEAN SAND BACKFILL,
AS SPECIFIED. DO NOT INCLUDE MULCH.

THOROUGHLY INCORPORATE 0.25 LBS. OF
SOIL SULFUR INTO BACKFILL. WATER

SETTLE AND TAMP SOIL BELOW ROOT
BALL.

UNDISTURBED SUBGRADE

MULCH PER PLANS
1" MAXIMUM OVER ROOTBALL
6" MIN.

STEM SUCCULENT PLANTING

FINISHED GRADE
SLOPE
ROOT
BALL
C NTS

TYPICAL TREE PLANTING A NTS
9-12"
2 X

ROOTBALL WIDTH
6"
3" MULCH LAYER AS SPECIFIED
4" HIGH BERM, FIRMLY COMPACTED
3" DIA. CLEAR OF MULCH FROM TRUNK
FINISHED GRADE.

UNDISTURBED NATIVE SOIL

SCARIFY BOTTOM AND SIDES OF PLANTING PIT

SET ROOTBALL ON UNDISTURBED STABLE
SUBSOIL SO THAT TOP OF ROOTBALL IS 1"
ABOVE FINISHED GRADE.

PREPARED BACKFILL

PLANT TO BE INSTALLED CENTERED

AND PLUMB/LEVEL IN PLANTING PIT
FERTILIZER TABLETS (MAX 3" DEEP)
NOTES:

1. REFERENCE PLANTING SPECIFICATIONS/

SPECIAL PROVISIONS FOR ADDITIONAL
INFORMATION.

2. WHEN SHRUBS MASSED WITH

GROUNDCOVER BEDS, ENTIRE BED TO BE
AMENDED.

3. WHEN SHRUBS ARE USED IN MASSES,

PRUNE ALL SHRUBS TO ACHIEVE

UNIFORM MASS/HEIGHT

SECTION

BEST FACE OF SHRUB TO FACE

FRONT OF PLANTING BED

REFER TO PLANT SCHEDULE AND

PLANS FOR SPACING/LAYOUT
PLAN
4"

FRONT OF BED

TYPICAL SHRUB PLANTING B NTS
6"
NOTES:

1. REFERENCE PLANTING

SPECIFICATIONS/ SPECIAL

PROVISIONS FOR ADDITIONAL
INFORMATION.

2. TRIPLE STAKE ALL TREES

3. LOCATE ALL STAKES OUTSIDE
OF ROOTBALL. DO NOT DRIVE
STAKES INTO ROOTBALL.

STAKE MUST BE DRIVEN MIN.
24" INTO NATIVE SOIL AT
BOTTOM OF PLANTING PIT.

4. REMOVE ANYTHING (IE.

BURLAP, WIRES, STRAPS, ETC.)

THAT COULD GIRDLE TREE OR
RESTRICT TREE GROWTH.
2 X ROOTBALL WIDTH
3" MULCH LAYER
4" HIGH BERM, FIRMLY COMPACTED
6" DIA. CLEAR OF MULCH AT TRUNK FLARE
FINISHED GRADE.

FERTILIZER TABLETS (MAX 3" DEEP)

SCARIFY BOTTOM AND SIDES OF PLANTING
PIT

SET ROOTBALL ON UNDISTURBED STABLE
SUBSOIL SO THAT TOP OF ROOTBALL IS 1"

ABOVE FINISHED GRADE
AND TO PREVENT SETTLING.

PREPARED BACKFILL

TRUNK/ROOTBALL TO BE CENTERED AND

PLUMB/LEVEL IN PLANTING PIT

UNDISTURBED NATIVE SOIL

MINIMUM
PLAN

SECTION
24"
2" DIA. LODGEPOLE STAKES AND 6 RUBBER
TIES. TOP TREE TIES SHALL BE 6" ABOVE
BENDING MOMENT OF TREE. TIES SHOULD

PROVIDE FLEXIBILITY OF TRUNK BUT NOT
ALLOW RUBBING OF TRUNK AGAINST STAKE.

CUT STAKE OFF 6" ABOVE TIES.
6"
4"
4" PERFORATED PVC STANDPIPE WITH

GRATE CAP AT MULCH LEVEL, WRAPPED IN

FILTER FABRIC, EXTEND TO BOTTOM OF

PLANTER PIT

TREE TRUNK

RUBBER TREE TIES LOOPED AROUND TREE

TRUNK AND STAKE
2" DIA. LODGEPILE STAKE

EACH TREE TIE SHALL BE NAILED TO STAKE

USING GALVANIZED NAILS

PREVAILING WIND

PREPARED PLANTING SOIL

WEED BARRIER,
MIRAFI 140N OR APPROVED EQUAL, WRAP

WEED BARRIER ON THE SIDES AND APPLY

PRE-EMERGENT HERBICIDE PRIOR TO LAYING
MULCH
CONSTRUCTION AND INSTALLATION:

NOTES:

MATERIALS:

ANTI-LIFT GROUND LOCK

ZIPPER JOINING SYSTEM

DOUBLE TOP EDGE

ZIPPER JOINING SYSTEM
.085"
.085"
1/2"
1/4"
7/16"
.085"
.085"
2 1/4"
.085" 3/8"

SPECIFIED TREE ROOT BARRIERS ARE A MECHANICAL BARRIER AND ROOT DEFLECTOR TO PREVENT TREE ROOTS FROM DAMAGING ADJACENT PAVING / HARDSCAPE ELEMENTS. ASSEMBLED IN 2' LONG MODULES OR FOR LINEAR APPLICATIONS DIRECTLY BESIDE AN ADJACENT HARDSCAPE AREA TO ONE SIDE OF THE TREES (LINEAR PLANTING STYLE).

1. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS SHALL BE PRODUCT # UB 24-2 AS MANUFACTURED BY DEEP ROOT PARTNERS, L.P. 530 WASHINGTON STREET, SAN FRANCISCO, CA 94111 (800-458-7668), OR APPROVED EQUAL. THE BARRIER SHALL BE BLACK, INJECTION MOLDED PANELS, OF 0.085" WALL THICKNESS IN MODULES 24" LONG BY 24" DEEP; MANUFACTURED WITH A MINIMUM 50% POST CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS; RECYCLABLE.

1. THE CONTRACTOR SHALL INSTALL THE TREE ROOT BARRIERS WITH THE NUMBER OF PANELS AND IN THE MANNER SHOWN ON THE DRAWINGS. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE TOP OF THE DOUBLE EDGE SHALL BE 1/2" ABOVE GRADE. EACH OF THE REQUIRED NUMBER OF PANELS SHALL BE CONNECTED EITHER TO FORM A CIRCLE AROUND THE ROOT BALL OR BE JOINED IN A LINEAR FASHION AND PLACED ALONG THE ADJACENT HARDSCAPE.

2. EXCAVATION AND SOIL PREPARATION SHALL CONFORM TO THE DRAWINGS

DOUBLE TOP EDGE FOR

PREVENTION OF ROOT

OVER GROWTH
90° ROOT DEFLECTING RIBS

INTEGRAL PART OF PANEL
PANEL 0.085" (2.16MM)

THICK POLYPROPYLENE

PATENTED MOLDED

GROUND LOCKING

ANTI-LIFT PADS (SEE
DETAIL "B")

ROUNDED EDGES FOR

SAFETY AND STRENGTH
10' MIN.
10' MIN.

ROOT BARRIER REQUIRED WITHIN
10' OF TREE TRUNK

TREE TRUNK

ROOT BARRIER

TREE TRUNK
24" DEPTH ROOT BARRIER

FINISHED GRADE
TOP OF ROOT BARRIER 1/2"

ABOVE FINISHED GRADE

BUT NOT HIGHER THAN

ADJACENT HARDSCAPE

ROOT BARRIER REQUIRED WITHIN
10' OF TREE TRUNK

HARDSCAPE, WALLS,

BUILDINGS, BROW

DITCHES, OR OTHER

IMPROVEMENTS

SECTION
PLAN
NOTES:

1. ROOT BARRIER SHALL BE INSTALLED ADJACENT TO THE IMPROVEMENT AND NOT AROUND THE ROOTBALL.

2. ROOT BARRIER REQUIRED WHEN TREE TRUNK IS WITHIN 10' OF HARDSCAPE, WALLS, BUILDINGS, BROW

DITCHES, OR OTHER IMPROVEMENTS

CL TREE
12"
TREE GRATE PER PLAN. INSTALL WITH

CONCRETE COLLAR OR TREE GRATE

FRAME - REFER TO TREE GRATE DETAILS

DECOMPOSED GRANITE PER

SCHEDULE

SIDEWALK PAVEMENT
- SEE IMPROVEMENT
PLANS
CROWN SET 1" ABOVE FINISH GRADE

COMPACTED SUBGRADE
3/4" DIA. GRAVEL SUMP
12" 12"

SCARIFY BOTTOM AND SIDES

OF PLANTING PIT

FERTILIZER TABLETS
(MAX 3" DEEP)

IMPORTED LANDSCAPE MEDIAN
BACKFILL COMPACTED TO 80%

PROCTOR DENSITY

TREE TRUNK - LOCATE TREE IN

CENTER TREE GRATE & PLANT
PLUMB

ROOTBARRIER PER DETAIL E
(TYP)

GRATE STAKE, MOUNTED ONTO
GRATE

PREVAILING WIND
12"-14"
18"

TYPICAL TREE PLANTING IN TREE GRATE G NTS
EB
EB
MM

BOULDER D NTS
85% COMPACTED NATIVE SOIL
NOTE: PLACE ALL BOULDERS
SUCH THAT 1/3 OF THE TOTAL

MASS OF EACH BOULDER IS
BELOW FINISH GRADE. BOULDERS SHOWN IN A GROUP

ARE TO BE PLACED TOUCHING

EACH OTHER IN A NATURAL

CONFIGURATION

FINISH GRADE

BOULDER
NOTE:

BOULDERS TO BE SURFACE

SELECT, NATIVE STONE, CLEAN
AND UNSCARRED. SIZE TO BE AS

INDICATED ON PLANS
D. SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE

USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION
BETWEEN TIES AND POSTS.

C. SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.).
6'-8'
O.C.
2 1
INSTALLATION NOTES:
8' TALL METAL "T" POSTS OR 2" x 2" X 8'

PRESSURE TREATED WOOD POSTS WITH
24" BURIAL BELOW GRADE.

A. POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH
NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE.

FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR

PARKS, ATHLETIC EVENTS AND CROWD CONTROL
INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS

ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER
APPLICATIONS.

B. POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/4 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 8' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND.
(TYP.)
1 2

PLAN VIEW
NOTE:

IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH
FENCE. WIRE MAY DAMAGE FENCE OVER TIME.

ELEVATION

DRIPLINE
6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED
PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL.

SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO
INSTALLATION.

CORNER

CONNECTION
6'
MIN.
(TYP.)

DRIPLINE

CONNECTION

TREE PROTECTOR H NTS

Page 152 of 163 ends

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
HUNTER RZWS-10-CV
10IN. LONG RZWS WITH INSTALLED .50 GPM BUBBLER
OPTIONS, CHECK VALVE,AND 1/2IN. SWING JOINT FOR
CONNECTION TO 1/2IN. PIPE
6 15

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER ICZ-101-25-LF-R
DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN.

HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI.

FLOW RANGE: .5 GPM TO 15 GPM. 150 MESH STAINLESS
STEEL SCREEN. RECLAIMED PURPLE FILTER COVER.
1 HUNTER PLD-AVR

PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL

DRIP IRRIGATION SYSTEM TO PREVENT BLOCKAGE AND
WATER HAMMERING. 1/2IN. MPT CONNECTION WITH 80 PSI
MAXIMUM RATING.
1 HUNTER ECO-ID-12-R
ECO-ID: 1/2IN. FPT CONNECTION WITH 15 PSI - 100 PSI
OPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWING
JOINT. RECLAIMED.
1 AREA TO RECEIVE DRIPLINE
NETAFIM TLRW-06-18-NP

TECHLINE RW LANDSCAPE DRIPLINE WITH PURPLE STRIPE
FOR NON-POTABLE WATER APPLICATIONS. 0.6 GPH
EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18"

APART, WITH EMITTERS OFFSET FOR TRIANGULAR
PATTERN. DESIGNED FOR RECLAIMED WATER USE ONLY.
762.7 SF

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

HUNTER ICV-G-R
1IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES,

GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH
RECLAIMED WATER ID, PURPLE HANDLE.
1 LANDSCAPE PRODUCTS INC. CWV THREADED
1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF 125 PSI RATING.

SAME SIZE AS MAINLINE.
2 POINT OF CONNECTION 2"

CONTRACTOR TO TIE PROPOSED VALVES INTO EXISTING

IRRIGATION MAIN LINE
1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40-NP 239.7 LF
IRRIGATION MAINLINE: PVC SCHEDULE 40-NP 114.6 LF
PIPE SLEEVE: PVC SCHEDULE 40 74.7 LF
DI
Valve Number
Valve Size
Valve Flow
Valve Callout
# #
#"

IRRIGATION SCHEDULE
NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC
1 HUNTER ICV-G-R 1" BUBBLER 3 18.2 18.5
2 HUNTER ICZ-101-25-LF-R 1" AREA FOR DRIPLINE 1.12 13.6 13.7

VALVE SCHEDULE
Generated: 2025-06-03 15:05
P.O.C. NUMBER: 01
Water Source Information: CONTRACTOR TO TIE

PROPOSED VALVES INTO EXISTING IRRIGATION MAIN LINE AND

CONTROLLER

FLOW AVAILABLE
Point of Connection Size: 2"
Flow Available 77.18 GPM

PRESSURE AVAILABLE
Static Pressure at POC: 45 PSI
Pressure Available: 45 PSI

DESIGN ANALYSIS
Maximum Station Flow: 3 GPM
Flow Available at POC: 77.18 GPM
Residual Flow Available: 74.18 GPM
Design Pressure: 15 PSI
Friction Loss: 0.7 PSI
Fittings Loss: 0.07 PSI
Elevation Loss: 0 PSI
Loss through Valve: 2.25 PSI
Pressure Req. at Critical Station: 18.0 PSI
Loss for Fittings: 0.03 PSI
Loss for Main Line: 0.29 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Critical Station Pressure at POC: 18.3 PSI
Pressure Available: 45 PSI
Residual Pressure Available: 26.7 PSI
CRITICAL ANALYSIS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:IRRIGATION NOTES & SCHEDULESJune 22, 2026 04:18:22pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-IRRIGATION.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

RECYCLED WATER NOTES IRRIGATION NOTES

IRRIGATION NOTES & SCHEDULES
16 I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN.

MICHAEL P. MADSEN, LLA 5798

1. THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE.

2. ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES AND VALVES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE.

3. CONTRACTOR TO FIELD LOCATE ALL PROPOSED IRRIGATION WATER MAIN LINE LOCATIONS. CONTACT

LANDSCAPE ARCHITECT PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN AND EXISTING CONDITIONS ARE FOUND.

4. LOCATE ALL VALVES INSIDE LANDSCAPE AREAS, ALLOWING ACCESS FOR MAINTENANCE PURPOSES, BUT HIDING THEM FROM PUBLIC VIEW WHENEVER POSSIBLE.

5. ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED.

WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT.

6. CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT.

7. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS.

ALL SLEEVES SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES.

8. ALL DRIP ZONES SHALL BE INSTALLED WITH A DUAL DRIP INDICATOR AND FLUSH VALVE, OR APPROVED EQUAL

9. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION.

10. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER.

11. ELECTRIC SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR.

12. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: · CONTROL WIRES - #14 · COMMON WIRES - #12

13. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE.

14. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS.

15. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN REQUIRES 45 PSI TO OPERATE. IF THE

MASTER SYSTEM CANNOT PROVIDE THESE PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO

THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, PRESSURE REDUCING VALVE, OR OTHER EQUIPMENT, AS NECESSARY. CONTRACTOR SHALL SUBMIT DESIGN REVISIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID.

16. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESES SERVICES.

17. A LAMINATED DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

18. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE

LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.

19. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.

THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. MAINTENANCE SHALL BE DONE TO ENSURE WATER EFFICIENCY. REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR APPROVED EQUIVALENTS.

FREQUENCY - QUARTERLY
TASK - CONTROLLER CABINET : OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY.CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY.

FREQUENCY - MONTHLY
TASK - IRRIGATION SCHEDULE: ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY.

FREQUENCY - QUARTERLY
TASK - POC: VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED.

FREQUENCY - QUARTERLY
TASK - REMOTE CONTROL VALVES : ISOLATION VALVES AND QUICK COUPLER VALVES: VISUALLY INSPECT FOR LEAKS, SETTLEMENTS, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR AS NEEDED.

FREQUENCY - QUARTERLY
TASK - MAINLINE AND LATERALS: VISUALLY INSPECT FOR LEAKS OR SETTLEMENTS OF TRENCH.

FREQUENCY - WEEKLY

TASK - FILTERS AND STRAINERS - VISUALLY CHECK FOR ANY BROKEN MALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVERSPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED.

FREQUENCY - MONTHLY
TASK - FILTERS AND STRAINERS: VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS.

IRRIGATION MAINTENANCE SCHEDULE:

1. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS OF THE STATE

DEPARTMENT OF HEALTH SERVICES (DHS), THE UNIFORM PLUMBING CODE (UPC), AND THE AMERICAN WATER

WORKS ASSOCIATION (AWWA) AND THE ACCOMPANYING PLANS AND SPECIFICATION FOR THE CONSTRUCTION OF THE IRRIGATION WATER SYSTEMS WITHIN THE TOWN OF APPLE VALLEY.

2. ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE TOWN OF APPLE VALLEY REGULATIONS AND THE IRRIGATION SPECIFICATIONS.

3. RECYCLED WATER PIPING SHALL BE PURPLE (PANTONE #512) PVC MANUFACTURED FOR RECYCLED WATER SYSTEMS.

4. MARKING ON THE PURPLE PVC PIPE SHALL INCLUDE THE FOLLOWING:

4.1. "CAUTION RECYCLED WATER"; NOMINAL PIPE SIZE : PVC 1120. PRESSURE RATING IN POUNDS PER SQUARE INCH SHALL BE PLACED ON TWO SIDES OF THE PIPE.

5. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS, AND ALL APPURTENANCES SHALL BE COLOR PURPLE AND TAGGED WITH IDENTIFICATION TAGS.

5.1. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x4", PURPLE (PANTONE #512) IN COLOR WITH THE WORDS "WARNING RECYCLED WATER - DO NOT DRINK" IMPRINTED ON ONE SIDE AND "AGUA RECICLADO - NO LA TOME" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL.

5.2. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS:

5.2.1. IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS "RECYCLED WATER - DO NOT DRINK" OR USE PURPLE COVER WITH SAME IDENTIFICATION.

5.2.2. ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR

5.2.3. ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP.

5.2.4. ATTACH TO BODY OF THE RELATIVE APPURTENANCE WITH A PLASTIC TIE-WRAP.

6. TOWN OF APPLE VALLEY WATER SHALL BE NOTIFIED ONE WEEK PRIOR TO START OF IRRIGATION INSTALLATION.

7. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10-FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND

POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALL BELOW THE POTABLE WATER PIPING IN SCHEDULE 40 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5-FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION RECYCLED WATER".

8. THE IRRIGATION SYSTEM SHALL OPERATE BETWEEN THE HOURS OF 9:00 PM AND 6:00 AM UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER.

9. DRINKING FOUNTAINS AND PICNIC TALES SHOULD BE PLACED TO MINIMIZE EXPOSURE TO DIRECT AND WIND BLOWN RECYLED WATER SPRAY.

10. ALL NEW COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ACCESSIBLE TO THE GENERAL PUBLIC

SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAT 4-INCHES HIGH BE 8-INCHES WIDE: "RECYCLED WATER - DO NOT DRINK". EACH SIGN SHALL DISPLAY AN

INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING (CITY APPROVED SIGN)

11. ADJUST ALL SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS, STREET AND SIDEWALKS.

12. PROVIDE PRE/POST ESTABLISHMENT SCHEDULES BEFORE FINAL WALK WITH THE CITY TO BE HANDED OVER TO THE TOWN INSPECTOR.

SPRINKLERS, ROTORY HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SURFACE SHALL BE COLORED THROUGH THE USE OF

INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC, ALL SHRUB HEADS SHALL HAVE PURPLE CAPS, DECAL ON RISERS WILL NOT BE ACCEPTED.

EB
EB
MM

Page 153 of 163 ends

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER RZWS-10-CV
10IN. LONG RZWS WITH INSTALLED .50 GPM BUBBLER
OPTIONS, CHECK VALVE,AND 1/2IN. SWING JOINT FOR
CONNECTION TO 1/2IN. PIPE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER ICZ-101-25-LF-R
DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN.

HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI.

FLOW RANGE: .5 GPM TO 15 GPM. 150 MESH STAINLESS
STEEL SCREEN. RECLAIMED PURPLE FILTER COVER.

HUNTER PLD-AVR

PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL

DRIP IRRIGATION SYSTEM TO PREVENT BLOCKAGE AND
WATER HAMMERING. 1/2IN. MPT CONNECTION WITH 80 PSI
MAXIMUM RATING.

HUNTER ECO-ID-12-R
ECO-ID: 1/2IN. FPT CONNECTION WITH 15 PSI - 100 PSI
OPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWING
JOINT. RECLAIMED.

AREA TO RECEIVE DRIPLINE
NETAFIM TLRW-06-18-NP

TECHLINE RW LANDSCAPE DRIPLINE WITH PURPLE STRIPE
FOR NON-POTABLE WATER APPLICATIONS. 0.6 GPH
EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18"

APART, WITH EMITTERS OFFSET FOR TRIANGULAR
PATTERN. DESIGNED FOR RECLAIMED WATER USE ONLY.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

HUNTER ICV-G-R
1IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES,

GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH
RECLAIMED WATER ID, PURPLE HANDLE.

LANDSCAPE PRODUCTS INC. CWV THREADED
1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF 125 PSI RATING.

SAME SIZE AS MAINLINE.

POINT OF CONNECTION 2"

CONTRACTOR TO TIE PROPOSED VALVES INTO EXISTING

IRRIGATION MAIN LINE
IRRIGATION LATERAL LINE: PVC SCHEDULE 40-NP
IRRIGATION MAINLINE: PVC SCHEDULE 40-NP
PIPE SLEEVE: PVC SCHEDULE 40
DI
Valve Number
Valve Size
Valve Flow
Valve Callout # #
#"

IRRIGATION SCHEDULE S X X X X X X X X X X XX X X X X X X X X X XX X X X XX X X X X X X X DI
1" 12" 12" 1 3
1" 2 1.12
1" 12"
1" 12" This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. No. REVISIONS DATE BY DATE

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:IRRIGATION PLANJune 22, 2026 04:18:25pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-IRRIGATION.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026
NORTH 0

GRAPHIC SCALE IN FEET
10 5 10 20

IRRIGATION PLAN
17 DOG PARK

CONTRACTOR TO TIE IN PROPOSED IRRIGATION INTO
EXISTING IRRIGATION SYSTEM. CONTRACTOR TO

CONFIRM THE EXISTING SYSTEM HAS THE CAPACITY

TO BE EXPANDED, IF THE SYSTEM DOES NOT HAVE

CAPACITY TO BE EXPANDED, CONTACT LANDSCAPE
ARCHITECT.

1. CONTRACTOR TO CONFIRM EXISTING SYSTEM SOURCE AND BACKFLOW ARE FULLY OPERATIONAL.

2. CONTRACTOR TO CONFIRM EXISTING BACKFLOW IS TO SERVE IRRIGATION SYSTEM ONLY. EXISTING BACKFLOW MUST BE PLACED ON IRRIGATION

SERVICE LINE TO PREVENT ANY POSSIBILITY OF BACKFLOW FROM BEING DIRECTED INTO THE BUILDING. IF THE EXISTING BACKFLOW IS NOT A

DEDICATED IRRIGATION BACKFLOW, CONTRACTOR IS TO INSTALL A NEW BACKFLOW. SIZE ACCORDING TO METER SIZE.

3. CONFIRM EXISTING CONTROLLER ZONE AVAILABILITY. IF CONTROLLER CANNOT

HANDLE PROPOSED ZONES, CONTACT IRRIGATION DESIGNER IMMEDIATELY

4. CAP EXISTING LINES WHERE NECESSARY FOR CONSTRUCTION.

5. DO NOT TRENCH UNDER EXISTING TREES. HAND TRENCH LATERALLY TO INSTALL HEADS, DRIP, ETC.

6. ALL PROPOSED IRRIGATION TO MATCH EXISTING PRECIPITATION RATES, IF

ZONES ARE COMBINED WITH EXISTING ZONES, NO DRIP AND HEADS TO BE ON SAME ZONES.

7. CONTRACTOR TO CONFIRM 100 PERCENT COVERAGE ON EXISTING IRRIGATION AND MODIFY IF NEEDED.

8. MODIFY ZONES PER REVISED CHANGES. CAP LINES WHERE NECESSARY. ADD HEADS AS NEEDED, REPLACE HEADS/NOZZLES TO PROVIDE FULL COVERAGE.

9. DO NOT REMOVE EXISTING SLEEVED LINES UNDER PAVEMENT UNLESS SPECIFIED.

10. CONTRACTOR TO NUMBER EXISTING VALVES AND PROPOSED VALVES IN

NUMERICAL ORDER STARTING FROM THE METER AND GOING IN A CLOCKWISE CIRCLE

EXISTING IRRIGATION NOTES

ALL VALVES SHALL BE INSTALLED IN
PLANTING AREAS AT 24" FROM BACK OF
CURB (TYP.)

CONTRACTOR TO FURNISH AND INSTALL AIR RELIEF

VALVES AT THE HIGHEST ELEVATION OF THE DRIP
SYSTEM (TYP.)

CONTRACTOR TO FURNISH AND INSTALL DRIP

INDICATORS AT THE LOWEST ELEVATION OF THE
DRIP SYSTEM. DRIP INDICATOR TO ACT AS MANUAL
FLUSH VALVE (TYP.)
ALL IRRIGATION PIPE SLEEVES SHALL BE TWO (2)
TIMES THE DIAMETER OF THE PIPE IT CARRIES (TYP.)
EB
EB
MM

Page 154 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:IRRIGATION DETAILSJune 22, 2026 04:18:25pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-IRRIGATION.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026
NOTES:
1- See irrigation legend for mainline and lateral line pipe size and type 2- Detectable locator tape shall be located six inches (6") above the entire mainline run.

Direct burial low voltage
control wires.

Pavement.

IRRIGATION TRENCHING
24" min. 1'-0"In planting area 2'-0" underneath non-vehicular pavement 2'-0" underneath vehicular pavement 1'-6" in planting area 2'-0" underneath non-vehicular pavement 2'-0" underneath vehicular pavement Non-pressurized line (lateral line).

Detectable locator tape.

Pressurized line (mainline). 6"
Finished grade.
2 DRIP AIR RELIEF VALVE IN BOX
AS SPECIFIED.

AIR RELIEF VALVE
DRIPLINE OR 1/2" DRIP TUBING.
1" FPTXMPT ELL.
3 4
" X1"MPT ADAPTER.
3 4
"FPT X 1
2 " DRIP TUBING
ADAPTER.

DRIP TUBING COUPLING.
6" DRIP BOX. COLOR PURPLE
3" THICK LAYER OF
WASHED GRAVEL. THE

BOX SHALL REST UPON
THE ROCK BED. DO NOT

EXTEND GRAVEL INTO
BOX.
3 END FEED EXAMPLE CENTER FEED EXAMPLE
LAYOUT
ISLAND
IRREGULAR AREAS: ODD CURVES SLOPE FEED LAYOUT

TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TECHLINE CV FLOW PER 100 FEET

BRANCHING OUT

LATERALS

JOINING LATERALS

TYPICAL NETAFIM TECHLINE CV REQUIREMENTS
AREAS: TRIANGULAR

IRREGULAR
PVC MAINLINE.

DRIP VALVE / FILTER /
REGULATOR.

TYPICAL OFFSET 2"
FROM HARDSCAPE, 4"
FROM PLANTED AREA.

TYPICAL LATERAL PIPE

FROM VALVE

ASSEMBLY, SIZE PER
PLANS.

TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROM
PLANTED AREA.
1 2
" POLYETHYLENE OR PVC
HEADER.

TYPICAL START

CONNECTION SXSXT TEE W/
TECHLINE MALE ADAPTER.

DRIPLINE SPACING AS
NOTED.

TYPICAL TECHLINE TUBING

LATERALS WITH EMITTER
SPACING AS NOTED. TIE

DOWN STAKE AT ALL TEES,
ELLS, AND AT 5' O.C. AT
CLAY, 4' O.C. AT LOAM, OR 3'
O.C. AT SAND.

MANUAL LINE FLUSHING

VALVE PLUMBED TO PVC OR
POLY LINE, AS NOTED.

DRIP HEADERS ARE TO BE
12" BELOW GRADE

TYPICAL PVC OR POLY SUPPLY
OR EXHAUST HEADER.

TYPICAL TECHLINE DRIPPER LINE
TUBING.

TYPICAL SUPPLY HEADER.

WATER SOURCE: DRIP VALVE OR
LATERAL FROM VALVE.

MANUAL LINE FLUSING VALVE
PLUMBED TO PVC OR POLY.

TOP OF SLOPE.

PVC
SUPPLY
HEADER.
54" MAX.

ELEVATION
CHANGE

REMOTE CONTROL
VALVE ASSEMBLY.

BOTTOM 1
3 OF SLOPE:

CONVENTIONAL SPACING
PLUS 25%
TOP 1
3 OF
SLOPE:

CONVENTIONAL
SPACING.

TOE OF
SLOPE.

PVC EXHAUST HEADER.

TECHLINE CV LATERAL TUBING.

LATERALS PARALLEL TO THE
CONTOURS OF THE SLOPE.

MANUAL LINE FLUSHING VALVE.

CHECK LONGEST

LATERAL AGAINST

MAXIMUM LENGTH

OF SINGLE
LATERAL TABLE.

EXHAUST
HEADER

TOTAL THE

COMBINED LENGTH

OF THESE

LATERALS AND

COMPARE IT

AGAINST THE

MAXIMUM LENGTH

OF SINGLE
LATERAL TABLE.

SUPPLY
HEADER.
6 IRRIGATION DETAILS
18 BACKFILL WITHIN 3" OF SLEEVE SHALL

BE FREE OF ROCKS AND STONES
LARGER THAN 1/4" DIA. IF ROCK

CANNOT BE REMOVED FROM

EXCAVATED SOIL, PROVIDE CLEAN
SAND BEDDING. SEE NOTE BELOW
12" MIN.

SCH. 40 PVC PIPE SLEEVE,

ALL SLEEVING SHALL BE
TWO (2) TIMES THE SIZE

OF PIPE IT CARRIES, ONE
PIPE PER SLEEVE.

PERMANENTLY NOTCH OR

OTHERWISE MARK

HARDSCAPE WHERE SLEEVE

OCCURS FINISHED
GRADE

HARDSCAPE, TYPICAL
NOTE:

LATERAL PIPES TO BE AT A DEPTH OF 24" MIN. UNDER NON-VEHICULAR PAVING AND 30" UNDER VEHICULAR PAVING.

MAINLINE PIPES TO BE AT A DEPTH OF 30" UNDER NON-VEHICULAR PAVING AND 36" UNDER VEHICULAR PAVING.

PIPE SLEEVE 1

ROOT WATERING SYSTEM
Notes:
1- Install per manufacturer's specifications and recommendations. 2- Contractor shall settle soil around the root watering system with water so air pockets are eliminated.

Sch. 40 PVC tee or
elbow.

Pre - assembled
swing joint.

Finished grade.

Lateral line pipe.
(See irrigation
legend).

Check valve.

Pressure
compensating
bubbler. (See
irrigation
legend for make and
model).

Grate cap. Color
Purple.
5 1
2 3
4 5
1 2
LEGEND:

ECO INDICATOR, POP UP PURPLE
3 4 PVC LATERAL PIPE

FINISHED GRADE

ADJACENT MULCH
5 SWING JOINT
ECO INDICATOR ON SWING JOINT 4
NOTE:

RECYCLED WATER ID TAGS SHALL

HAVE WARNING TAGS THAT STATE
"WARNING-RECYCLED WATER DO NOT
DRINK" IN ENGLISH AND SPANISH
NOTE: PVC HEADER TO BE
BURIED A MINMUM OF 12"
DEEP.

EB
EB
MM

Page 155 of 163 ends

AS SHOWN

CHECKED BY
SCALE

DRAWN BY

KHA PROJECT

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR
TOWN OF APPLE VALLEY Plotted By:Bouchard, Eden Sheet Set:Kha Layout:I-4 June 22, 2026 04:18:25pmK:\SND_LDEV\099546003 - civic center pickleball\CAD\plansheets - onsite\L-IRRIGATION.dwg

APPLE VALLEY CA
099546003
6/22/2026
___
___
___

SHEET NUMBER
OF
24 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
8/31/2027
6/22/2026

IRRIGATION DETAILS
19 ID TAGS AND RECYCLED WATER SIGNS 4
1 ELECTRIC REMOTE CONTROL VALVE
NOTE:

RECYCLED WATER ID TAGS SHALL

HAVE WARNING TAGS THAT STATE
"WARNING-RECYCLED WATER DO NOT
DRINK" IN ENGLISH AND SPANISH

BALL ISOLATION VALVE
NOTE:

RECYCLED WATER ID TAGS SHALL

HAVE WARNING TAGS THAT STATE
"WARNING-RECYCLED WATER DO NOT
DRINK" IN ENGLISH AND SPANISH
3 18-24" COILED WIRE
WATERPROOF CONNECTORS (2)

JUMBO VALVE BOX
SCH 80 T.O.E. NIPPLE(2)

MAIN LINE PIPE & FITTINGS
BRICK SUPPORTS (4)
3/4" MINUS WASHED GRAVEL

FINISH GRADE

DRIP CONTROL ZONE KIT

VALVE BOX LID

CONTRACTOR TO BRAND IRRIGATION VALVE BOX LID
WITH RESPECTIVE IRRIGATION COMPONENT.
(IE. RCV, MV, QC, ETC.)
NOTE: APPLY TEFLON TAPE TO ALL THREADED PIPE CONNECTIONS. 2 CHRISTY RECYCLED WATER TAG

ENGLISH & SPANISH

CHRISTY RECYCLED WATER TAG

ENGLISH & SPANISH
2" ABOVE FINISHED
GRADE
10"X15" RECTANGULAR BOX WITH
6" EXTENSION. COLOR PURPLE

ISOLATION BALL VALVE

AS SPECIFIED, SAME
SIZE AS MAIN LINE.

SCHEDULE 80

THREADED NIPPLE
AS REQUIRED.

ADAPTER.

PVC MAIN LINE.

TWO 6X2X16 CONCRETE BLOCK CAPS,
ONE ON EACH SIDE OF BOX.
1/2" WIRE CLOTH GOPHER SCREEN,
WRAP UP SIDES.
2" ABOVE FINISH
GRADE AT SHRUBS.
3/4" ABOVE FINISH
GRADE AT LAWN.
1/2" WIRE CLOTH

GOPHER SCREEN,
WRAP UP SIDES.

MAIN LINE.

SCHEDULE 80 RISER.

OF THE BOX.

CAPS, ONE ON EACH SIDE
TWO 6X2X16 CONCRETE BLOCK
IRRIGATION PLAN.

LINE AS PER

INCREASE LATERAL
DEPTH.

PIPE

LATERAL
REQ. TO
45 DOWN AS
TO FIRST FITTING.

AS VALVE, 24" MIN.

OUTLET PIPE SAME SIZE
ON 60" LOOPED WIRES.

WATER PROOF WIRE CONNECTORS

CHRISTY RECYCLED WATER TAG

ENGLISH & SPANISH
REMOTE CONTROL VALVE, ONE PER BOX.

COLOR PURPLE
10X15 RECTANGULAR VALVE BOX.

BELOW TOP OF BOX.
2" MINIMUM, 4" MAXIMUM
EB
EB
MM

Page 156 of 163 ends

GENERAL

1. THESE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICT WITH THE SPECIFICATIONS, CONTACT THE OWNER’S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK.

2. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.

3. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL BUILDING CODES, CODES OF APPLICABLE REGULATORY AGENCIES, AND WITH PROJECT SPECIFICATIONS AND DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND FOR CHECKING ALL DIMENSIONS. REPORT DISCREPANCIES TO THE OWNER’S REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL COMPLY WITH LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING UPON THE PERFORMANCE OF THE WORK.

6. SUBJECT TO THE STRUCTURAL ENGINEER'S ACCEPTANCE, UTILIZE DETAILS FOR SIMILAR CONDITIONS WHEN DETAILS FOR CONSTRUCTION ARE NOT INDICATED FOR A SPECIFIC CONDITION.

7. DETAILS ON SHEETS TITLED “TYPICAL DETAILS” APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS ARE NOT NOTED AT EACH LOCATION AT WHICH THEY ARE APPLICABLE.

8. WHERE NOT INDICATED ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND ANY OTHER DRAWINGS FOR:

ELEVATIONS AND SLOPES.

SIZE, LOCATION AND EXTENT OF CURBS, FLOOR DEPRESSIONS, AND TOPPING SLABS.

SIZE AND LOCATION OF DRAINS, TRENCHES, SLAB OPENINGS, AND WALL OPENINGS.

SIZE, TYPE AND LOCATION OF NON-LOAD BEARING PARTITIONS.

CONCRETE AND STEEL FINISHES.

SIZE AND LOCATION OF SLEEVES AND HANGERS.

ITEMS EMBEDDED IN THE STRUCTURE OR PENETRATING THE STRUCTURE.

CONNECTION OF ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION OR ANY OTHER ITEMS TO THE STRUCTURE AND CONNECTION OF ITEMS NOT TYPICALLY DETAILED ON THE STRUCTURAL DRAWINGS.

WATERPROOFING AND DAMP PROOFING.

SITE AND SUBGRADE DRAINAGE SYSTEMS AND DETAILS

9. CONNECTIONS OF ALL TRADES TO THE STRUCTURE SHALL BE DESIGNED AND DETAILED BY THE CONTRACTOR. CONNECTIONS TO STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. RESPONSIBILITY FOR THE PERFORMANCE OF THE SUPPLIED SYSTEM AND ASSOCIATED CONNECTIONS SHALL REMAIN THAT OF THE CONTRACTOR. ALL CONNECTIONS SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

10. OPENINGS AND PENETRATIONS THROUGH STRUCTURAL ELEMENTS AND ITEMS EMBEDDED IN

STRUCTURAL ELEMENTS THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE REVIEWED BY STRUCTURAL ENGINEER PRIOR TO IMPLEMENTING WORK.

11. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONAL INFORMATION.

12. DO NOT PLACE MATERIALS OR EQUIPMENT ON UNFINISHED FLOORS OR ROOFS IN EXCESS OF 20 PSF NOR ON FINISHED FLOORS OR ROOFS IN EXCESS OF THE INDICATED DESIGN LIVE LOADS. AVOID IMPACT LOADING.

13. THE STRUCTURE WAS DESIGNED FOR THE IN-SERVICE CONDITIONS ONLY. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.

14. DRAWINGS DO NOT INDICATE TEMPORARY REQUIREMENTS. NEED FOR TEMPORARY SHORING AND

BRACING, TEMPORARY DEWATERING, TEMPORARY EARTH RETENTION, TEMPORARY WATER CUTOFF

OR OTHER TEMPORARY MEASURES MAY BE INDICATED ON DRAWINGS AT SELECTED AREAS AS SUGGESTIONS FOR THE CONTRACTOR'S CONVENIENCE. THE DRAWINGS DO NOT IDENTIFY ALL AREAS OR CONDITIONS REQUIRING TEMPORARY MEASURES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

CONFIRM TEMPORARY MEASURES INDICATED ON THE DRAWINGS, IDENTIFY OTHER AREAS OR

CONDITIONS REQUIRING TEMPORARY MEASURES, DETERMINE MOST EFFICIENT TEMPORARY SYSTEMS, AND DESIGN AND CONSTRUCT REQUIRED TEMPORARY SYSTEMS. ALL TEMPORARY

SYSTEMS SHALL BE DESIGNED BY A LICENSED ENGINEER IN THE STATE IN WHICH THE PROJECT IS LOCATED.

15. INFORMATION RELATED TO EXISTING CONDITIONS REPRESENTS KNOWLEDGE BASED UPON INFORMATION PROVIDED BY THE OWNER BUT WITHOUT GUARANTEE OF ACCURACY. REPORT

EXISTING CONDITIONS THAT VARY FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE OWNER’S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER’S REPRESENTATIVE.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING CONSTRUCTION WHILE PERFORMING WORK. THE CONTRACTOR SHALL PROPERLY REINSTATE EXISTING FINISHES, FIREPROOFING OR ITEMS THAT ARE REMOVED OR DAMAGED WHILE PERFORMING WORK.

DESIGN CRITERIA

1. ALL CONSTRUCTION SHALL CONFORM TO THE MORE RESTRICTIVE OF THE FOLLOWING CODES, THE

MOST RECENT EDITIONS OF THE STANDARDS ADOPTED BY THE AUTHORITY HAVING JURISDICTION AS

REFERENCED THROUGHOUT THE STRUCTURAL GENERAL NOTES, AND THE FOLLOWING DESIGN CRITERIA:

2. BUILDING CODE: 2022 CALIFORNIA BUILDING CODE WITH LOCAL AMENDMENTS

PTI DESIGN, CONSTRUCTION, AND MAINTENANCE OF POST-TENSIONED CONCRETE COURTS MANUAL (DC10.3)

3. BUILDING RISK CATEGORY (IBC TABLE 1604.5): II

4. DESIGN DEAD LOADS: SELF-WEIGHT OF MATERIALS AND SYSTEMS

5. DESIGN WIND LOADS:

LATERAL LOAD RESISTANCE SYSTEM (ASCE 7):

BASIC WIND SPEED: 96 MILES PER HOUR
WIND EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT: +0.18, -0.18
COMPONENTS AND CLADDING: SEE TYPICAL DETAIL

6. DESIGN SEISMIC LOADS:

SITE CLASS: D
SEISMIC IMPORTANCE FACTOR, Ie: 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION, Ss: 1.098g
MAPPED SPECTRAL RESPONSE ACCELERATION, S1: 0.42g
DESIGN SPECTRAL RESPONSE ACCELERATION, Sds: 0.777g
DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1: 0.790g
SEISMIC DESIGN CATEGORY: D

FOUNDATIONS - GENERAL

1. FOUNDATION DESIGN WILL BE BASED ON RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL ENGINEERING REPORT BY SALEM ENGINEERING GROUP, INC. DATED JANUARY 29, 2025 WITH PROJECT NUMBER 3-224-1178.

2. ALL SUBGRADES AND EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING REINFORCING AND CONCRETE. NOTIFY THE GEOTECHNICAL ENGINEER WHEN THE SUBGRADES AND EXCAVATIONS ARE READY FOR INSPECTION.

3. ALL SUBGRADES SHALL BE PREPARED AND ALL FILL SHALL BE COMPACTED, AND MOISTURE CONTROLLED AS SPECIFIED IN THE GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS.

4. ALL SLAB ON GRADE AREAS SHALL BE INSPECTED BY A SOILS TESTING LABORATORY AND BE PROOF ROLLED. ALL SOFT SPOTS ENCOUNTERED SHALL BE REMOVED AND REPLACED TO FINISHED GRADE

WITH APPROVED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS.

5. NO FOUNDATIONS SHALL BE PLACED ONTO OR AGAINST SUBGRADES CONTAINING FREE WATER, FROST OR ICE.

6. PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE OR MASONRY HAS ATTAINED FULL DESIGN STRENGTH. BRACE RETAINING WALLS UNTIL ATTACHED FLOORS AND SLABS ON GRADE ARE COMPLETE AND HAVE ATTAINED FULL DESIGN STRENGTH. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN A 1H:1V SLOPE AS MEASURED FROM THE BASE OF THE WALL.

7. THE CONTRACTOR SHALL NOTIFY THE OWNER’S REPRESENTATIVE IMMEDIATELY IN THE EVENT THAT

THE SOILS CONDITIONS ENCOUNTERED VARY FROM THOSE SHOWN ON THE BORING LOGS OF THE GEOTECHNICAL ENGINEERING REPORT.

8. THE CONTRACTOR SHALL DESIGN AND CONSTRUCT ALL TEMPORARY CASING, PROTECTION, SHORING, BRACING, DEWATERING, AND UNDERPINNING NECESSARY TO COMPLETE THE WORK. ALL

TEMPORARY SYSTEMS SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

9. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND AFTER CONSTRUCTION.

10. REMOVE ABANDONED FOUNDATIONS AND UTILITIES WHICH INTERFERE WITH NEW CONSTRUCTION UNLESS OTHERWISE INDICATED.

11. CONCRETE WORK BELOW GRADE SHALL BE DETAILED AS WATERTIGHT CONSTRUCTION.

CONSTRUCTION JOINTS BELOW GRADE SHALL BE WATERTIGHT.

SHALLOW FOUNDATIONS

1. POST-TENSIONED SLABS SHALL BEAR ON A MINIMUM 1' - 6" OF COMPACTED ENGINEERED FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1500 PSF, AND SHALL EXTEND 2' - 0" BEYOND THE SLAB ON ALL SIDES. OVEREXCAVATION AND RECOMPACTION SHOULD BE PERFORMED TO A MINIMUM DEPTH OF 1'-0" BELOW EXISTING GRADE OR PROPOSED GRADE, WHICHEVER IS DEEPER. PT SLABS SHALL HAVE A MINIMUM 14 INCH DEEP TURNDOWN OR A MINIMUM TURNDOWN EMBEDMENT OF 12 INCHES BELOW FINISHED GRADE, WHICHEVER IS GREATER. THE GRADING DIRECTLY ADJACENT TO THE PT SLABS SHALL SLOPE AWAY AT A MINIMUM OF 5% FOR 5 FEET BEYOND THE EDGE OF SLAB. PRIOR TO PLACEMENT OF FILL MATERIAL, THE TOP 12 INCHES OF NATIVE SUBGRADE SHALL BE SCARIFIED.

2. POST-TENSIONED SLAB DESIGN PARAMETERS SHALL BE AS FOLLOWS:

EDGE MOISTURE VARIATION:

CENTER LIFT: 9.0 FEET
EDGE LIFT: 5.2 FEET

DIFFERENTIAL SOIL MOVEMENT
CENTER LIFT: 0.2 INCHES
EDGE LIFT: 0.4 INCHES

3. LATERAL EARTH PRESSURES ARE AS FOLLOWS:

PASSIVE PRESSURE: 300 PCF
COEFFICIENT OF FRICTION: 0.40; 0.15 WITH VAPOR BARRIER

4. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET OF EXTERIOR FOOTINGS.

CONCRETE CONTINUED

11. UNLESS A GREATER CONCRETE COVER IS REQUIRED FOR FIRE RESISTANCE, THE MINIMUM

CONCRETE COVER FOR CAST-IN-PLACE CONCRETE REINFORCING STEEL SHALL CONFORM TO THE COVERS AS INDICATED:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 BAR AND LARGER: 2 INCHES
NO. 5 BAR AND SMALLER: 1-1/2 INCHES
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS:

NO. 14 AND NO. 18 BARS: 1-1/2 INCHES
NO. 11 BAR AND SMALLER: 3/4 INCHES
BEAMS, COLUMNS:

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1-1/2 INCHES

12. CHAMFER ALL EXPOSED CORNERS WITH 3/4 INCH, 45 DEGREE CHAMFERS.

13. PROVIDE FINISHES AS INDICATED IN THE PROJECT SPECIFICATIONS AND IN THE ARCHITECTURAL DRAWINGS.

14. FOR CONVENTIONAL CONCRETE SLABS, JOINTS NOT INDICATED SHALL BE MADE AND LOCATED TO LEAST IMPAIR THE STRENGTH AND APPEARANCE OF THE STRUCTURE. HORIZONTAL JOINTS ARE NOT PERMITTED IN CONCRETE EXCEPT WHERE THEY NORMALLY OCCUR OR WHERE INDICATED. VERTICAL JOINTS SHALL OCCUR ONLY AT LOCATIONS ACCEPTED BY STRUCTURAL ENGINEER.

15. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO 1/4" INCH AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE DRAWINGS. SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK.

16. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES TO 1/4 INCH AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES.

17. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING MASONRY, THOROUGHLY ROUGHEN

CONTACT SURFACES BY LIGHT SANDBLASTING OR OTHER SUITABLE MEANS AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES.

18. CONTROL JOINTS FOR CONVENTIONAL SLABS ON GRADE SHALL BE AS NOTED IN PLAN, OR, IF NOT NOTED, IN A SQUARE PATTERN AND BE NOT MORE THAN 15 FEET ON CENTER, UNLESS OTHERWISE NOTED. IF CONTROL JOINTS ARE CUT, THEY SHALL BE CUT WITHIN 12 HOURS AFTER THE CONCRETE IS PLACED.

19. PITCH CONCRETE SLABS AS REQUIRED TO FLOOR DRAINS. SLAB ON GRADE MINIMUM THICKNESS SHALL BE MAINTAINED AT SLOPED SLABS.

20. THE CONCRETE CONTRACTOR SHALL REVIEW ARCHITECTURAL, MECHANICAL AND ELECTRICAL

DRAWINGS AND CONSULT WITH OTHER CONTRACTORS FOR OPENINGS, SLEEVES, ANCHORS,

HANGERS, INSERTS, SLAB DEPRESSIONS AND OTHER ITEMS RELATED TO THE CONCRETE WORK AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. NO CORING OF CAST-IN-PLACE CONCRETE IS ALLOWED WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER.

21. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PROCESS AND PLUMBING DRAWINGS FOR MISCELLANEOUS PADS. FURNISH AND INSTALL AS REQUIRED.

22. NO STRUCTURAL CONCRETE SHALL BE PLACED UNTIL THE CONCRETE DESIGN MIXES, THE

CONCRETE PLACEMENT PROCEDURE, THE LOCATION OF CONSTRUCTION JOINTS AND THE SETTING OF REINFORCING STEEL IS REVIEWED BY THE STRUCTURAL ENGINEER AND ARCHITECT AS APPLICABLE.

23. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, LAPS,

SPACING AND PLACEMENT, LOCATIONS AND DETAILS OF ALL CONSTRUCTION JOINTS, SLAB

DEPRESSIONS, OPENINGS, CURBS, AND ANY OTHER DETAILING REQUIRED TO DETAIL THE WORK SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION.

24. NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN THE CONCRETE, UNLESS COATED TO PREVENT ALUMINUM-CONCRETE REACTION. THIS INCLUDES PUMPING THROUGH ALUMINUM PIPE.

25. FORMWORK, SHORING, AND RESHORING SHALL BE IN ACCORDANCE WITH ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS” AND ACI 347 “RECOMMENDED PRACTICE FOR CONCRETE FORMWORK”. DESIGN AND DETAILING OF FORMWORK, SHORING, AND RESHORING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL FORMWORK, SHORING, AND RESHORING SYSTEMS SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

26. DO NOT REMOVE FORMWORK PRIOR TO CONCRETE BEING SUFFICIENTLY CURED TO PREVENT DAMAGE BY FORMWORK REMOVAL OR PRIOR TO CONCRETE ATTAINING 75% OF THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

27. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. ENSURE FULL CONSOLIDATION OF

CONCRETE AROUND REINFORCING STEEL, POST-TENSIONING STEEL, DOWELS, ANCHOR BOLTS,

DEFORMED BAR ANCHORS, HEADED CONCRETE ANCHORS AND OTHER SIMILAR ITEMS DURING CONCRETE PLACEMENT.

28. CONCRETE SLABS ON GRADE AND CONCRETE TOPPING SLABS SHALL BE CONSTRUCTED PER ACI 302.1R “GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION” AND ACI 302.2R “GUIDE FOR CONCRETE SLABS THAT RECEIVE MOISTURE-SENSITIVE FLOORING MATERIALS”. THE SLABS SHALL BE PLACED IN STRIP POURS. CONCRETE AGGREGATE MATERIALS SHALL BE SUFFICIENTLY GRADED AND

CONCRETE SLABS-ON-GRADE SHALL BE CURED AS REQUIRED TO MINIMIZE POSSIBILITY OF SLAB CURLING.

29. CONTINUOUSLY MOIST CURE CONCRETE SLABS ON GRADE FOR 7 DAYS MINIMUM. WATER FOG

SPRAYS, PONDING, SATURATED ABSORPTIVE COVERS, OR MOISTURE RETAINING COVERS MAY BE USED. CURING COMPOUNDS ARE NOT ACCEPTABLE.

30. TEST CYLINDERS SHALL BE MADE AND TESTED IN ACCORDANCE WITH ACI 318 SECTION 5.6.

NON-SHRINK GROUT

1. ALL GROUT AT THE FOLLOWING LOCATIONS SHALL BE NON-METALLIC, SHRINKAGE-RESISTANT GROUT CONFORMING TO ASTM C1107:

COLUMN BASE PLATES

2. GROUT SHALL BE FACTORY-PACKAGED WITH NONMETALLIC AGGREGATE, NONCORROSIVE AND NONSTAINING, MIXED WITH WATER TO CONSISTENCY SUITABLE FOR APPLICATION AND A 30-MINUTE WORKING TIME.

3. COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR SHRINKAGE-RESISTANT GROUTS.

4. NON-METALLIC, SHRINKAGE-RESISTANT GROUT SHALL HAVE A COMPRESSIVE STRENGTH AT 28 DAYS

EQUAL TO OR GREATER THAN THE COMPRESSIVE STRENGTH OF THE SUPPORTING CONCRETE OR MASONRY ELEMENT, 5000 PSI MINIMUM.

5. NON-METALLIC, SHRINKAGE-RESISTANT GROUT SHALL BE INSTALLED PRIOR TO LOAD BEING APPLIED.

CONCRETE

1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318 “BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE” AND WITH ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS”.

2. CONCRETE DETAILING SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL SP-66 AND ACI 315 “DETAILS AND DETAILING OF CONCRETE REINFORCEMENT”. SUBMIT SHOP DRAWINGS FOR REVIEW.

3. CONCRETE PLACEMENT AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS”.

4. PROVIDE ASTM C150 TYPE I OR TYPE II CEMENT UNLESS NOTED OTHERWISE. THE CEMENTITIOUS

MATERIAL CONTENT SHALL BE ADEQUATE FOR THE SPECIFIED REQUIREMENTS FOR STRENGTH, WATER-CEMENTITOUS MATERIAL RATIO, DURABILITY, WORKABILITY, AND FINISHABILITY.

5. PROVIDE NORMAL-WEIGHT CONCRETE WITH 28-DAY COMPRESSIVE STRENGTHS AS INDICATED:

POST-TENSIONED SLAB ON GROUND: 4000 PSI
FENCE POST FOUNDATIONS: 3000 PSI

6. ALL POST-TENSIONED CONCRETE SLABS ON GRADE SHALL HAVE A MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO OF 0.50.

7. CONCRETE SHALL HAVE, AT THE POINT OF DELIVERY, A SLUMP OF 4 INCHES AS DETERMINED BY ASTM C143. SLUMP TOLERANCES SHALL MEET THE REQUIREMENTS OF ACI 117. WHEN A PLASTICIZING ADMIXTURE OR HIGH-RANGE WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494 IS PERMITTED

TO INCREASE THE SLUMP OF CONCRETE, CONCRETE SHALL HAVE BEEN PROPORTIONED TO A SLUMP OF 2 TO 4 IN. BEFORE THE ADMIXTURE IS ADDED AND A MAXIMUM SLUMP OF 8 IN. AT THE POINT OF DELIVERY AFTER THE ADMIXTURE IS ADDED.

8. ADDITION OF WATER TO A CONCRETE BATCH WITH INSUFFICIENT SLUMP WILL NOT BE PERMITTED, UNLESS THE SUPPLIER HAS SPECIFICALLY WITHHELD WATER FROM THE BATCH AT THE PLANT. IN SUCH

CASE, THE MIX DESIGN AND TRUCK TICKET MUST CLEARLY STATE THE MAXIMUM AMOUNT OF WATER THAT CAN BE ADDED TO THE CONCRETE BATCH ON SITE. IN NO CASE SHALL THE MAXIMUM WATERCEMENTITIOUS MATERIAL RATIO BE EXCEEDED.

9. COLD WEATHER CONCRETING SHALL BE DONE IN ACCORDANCE WITH ACI 306 “COLD WEATHER CONCRETING”. HOT WEATHER CONCRETING SHALL BE DONE IN ACCORDANCE WITH ACI 305 “HOT WEATHER CONCRETING”.

10. NO CHLORIDES AND/OR ADMIXTURES CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE.

CONCRETE REINFORCING STEEL

1. FABRICATE AND PLACE REINFORCING STEEL IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE”.

2. UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.

REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60.

3. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064 AND SHALL BE PLAIN WIRE.

SUPPLY IN FLAT SHEETS. ROLLS SHALL NOT BE PERMITTED. UNLESS NOTED OTHERWISE, LAPS OF WELDED WIRE REINFORCEMENT SHALL BE A MINIMUM OF TWO WIRE MESHES.

4. SMOOTH STEEL DOWELS IN SLABS ON GRADE SHALL CONFORM TO ASTM A36.

5. ALL FIELD BENDING OF REINFORCING SHALL BE PERFORMED COLD. HEATING OF BARS SHALL NOT BE PERMITTED.

6. UNLESS NOTED OTHERWISE, "CONTINUOUS" REINFORCEMENT SHALL HAVE MINIMUM TENSION LAP OF CLASS "B" PER ACI 318 AT SPLICES AND SHALL HOOK AT DISCONTINUOUS ENDS. REINFORCEMENT

SPECIFIED AS CONTINUOUS SHALL BE CONTINUOUS THROUGH COLUMNS, PIERS, FOUNDATION CAPS OR OTHER INTERSECTING ELEMENTS. ALTERNATIVELY, REINFORCEMENT SPECIFIED AS CONTINUOUS SHALL BE LAP SPLICED WITH A CLASS "B" LAP SPLICE TO DOWELS IN THE INTERSECTING ELEMENTS THAT DEVELOP THE FULL YIELD STRENGTH OF THE CONTINUOUS REINFORCEMENT. FOR REQUIRED LAP SPLICE LENGTHS, SEE TYPICAL DETAIL.

7. REINFORCEMENT SHALL BE CONTINUOUS ACROSS JOINTS AND AROUND CORNERS OR SPLICE BARS SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315 OR ACI 315R. CORNER

BARS SHALL BE PROVIDED AT ALL WALL CORNERS, EQUAL TO THE HORIZONTAL WALL REINFORCEMENT.

8. DO NOT CUT OR WELD REINFORCING STEEL WITHOUT PRIOR ACCEPTANCE OF STRUCTURAL ENGINEER. WHEN WELDING IS INDICATED ON THE DRAWINGS, PROCEDURES SHALL BE IN ACCORDANCE WITH AWS D1.4.

9. PROVIDE REBAR CHAIRS FOR REINFORCING STEEL. PROVIDE ADDITIONAL LONGITUDINAL SUPPORT

BARS AS REQUIRED TO ASSURE PROPER SUPPORT FOR REINFORCING STEEL AND WELDED WIRE REINFORCEMENT.

10. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITIONS SHOWN ON THE PLANS AND DETAILS. PLASTIC COATED ACCESSORIES SHALL BE USED IN ALL EXPOSED CONCRETE WORK.

EMBEDDED ITEMS IN CONCRETE

1. INSTALL ANCHOR RODS, ACCURATELY LOCATED, TO ELEVATIONS REQUIRED AND COMPLYING WITH TOLERANCES IN SECTION 7.5 OF AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES."

2. EMBEDMENTS (CONDUITS, PIPES, SLEEVES, ETC.) OF ANY MATERIAL NOT HARMFUL TO CONCRETE, AND

WITHIN LIMITATIONS NOTED BELOW, SHALL BE PERMITTED IN CONCRETE WITH APPROVAL OF THE

STRUCTURAL ENGINEER, PROVIDED THEY ARE NOT CONSIDERED TO STRUCTURALLY REPLACE THE DISPLACED CONCRETE.

3. ANY ALUMINUM EMBEDMENTS IN STRUCTURAL CONCRETE SHALL BE COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.

4. CONDUITS, PIPES, AND SLEEVES PASSING THROUGH A SLAB, WALL OR BEAM SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF THE CONSTRUCTION.

5. CONDUITS AND PIPES, WITH THEIR FITTINGS, EMBEDDED WITHIN A COLUMN SHALL NOT DISPLACE MORE THAN 4 PERCENT OF THE CROSS-SECTIONAL AREA ON WHICH STRENGTH IS CALCULATED OR WHICH IS REQUIRED FOR FIRE PROTECTION.

6. CONDUITS AND PIPES EMBEDDED WITHIN A SLAB, WALL, OR BEAM, OTHER THAN THOSE MERELY PASSING THROUGH, SHALL SATISFY THE FOLLOWING:

THEY SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE OVERALL THICKNESS OF SLAB, WALL, OR BEAM IN WHICH THEY ARE EMBEDDED; THEY SHALL NOT BE SPACED CLOSER THAN THREE (3) DIAMETERS OR WIDTHS ON CENTER;
THEY SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF THE CONSTRUCTION.

7. NO ELECTRICAL CONDUIT SHALL BE PLACED ABOVE THE WELDED WIRE REINFORCEMENT IN SLABS ON GRADE.

8. NO LIQUID, GAS, OR VAPOR, EXCEPT WATER NOT EXCEEDING 90 DEGREES FAHRENHEIT NOR 50 PSI PRESSURE, SHALL BE PLACED IN THE PIPES UNTIL THE CONCRETE HAS ATTAINED ITS DESIGN STRENGTH.

9. IN SOLID SLABS, PIPING, EXCEPT FOR RADIANT HEATING OR SNOW MELTING, SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCEMENT.

10. SPECIFIED CONCRETE COVER FOR PIPES, CONDUITS, AND FITTINGS SHALL NOT BE LESS THAN 1-1/2 INCH FOR CONCRETE EXPOSED TO EARTH OR WEATHER, NOR LESS THAN 3/4 INCH FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND.

11. REINFORCEMENT WITH AN AREA NOT LESS THAN 0.002 TIMES THE GROSS AREA OF THE CONCRETE SECTION SHALL BE PROVIDED AND PLACED PERPENDICULAR TO THE PIPING.

12. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED.

SCALE

DRAWN BY

CHECKED BY

KHA PROJECT
DATE

APPLE VALLEY CA

TOWN OF APPLE VALLEY

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR

SHEET NUMBER
OF
24 AS SHOWN
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. © 2025 KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600; SAN DIEGO, CA 92101
PHONE: 619-234-9411
WWW.KIMLEY-HORN.COM
Autodesk Docs://Apple Valley Pickleball Courts/Apple Valley Pickleball Courts_Struct_R25.rvt 20 LV
SL
LV
09/25/2025

GENERAL STRUCTURAL NOTES
099546003

GENERAL STRUCTURAL NOTES
No. REVISIONS DATE BY
EXP. 09/30/2026
11/25/2024
EXP. 09/30/2026
09/25/2025

Page 157 of 163 ends

POST-TENSIONED CONCRETE

1. CONTRACTOR SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION SHALL HAVE MINIMUM 10 YEARS DOCUMENTED EXPERIENCE.

2. PRESTRESSING STRANDS SHALL BE LOW-RELAXATION, 1/2 INCH DIAMETER, 7-WIRE STEEL STRANDS CONFORMING TO ASTM A416 GRADE 270. THE STRANDS SHALL HAVE A GUARANTEED MINIMUM ULTIMATE STRENGTH OF 270,000 PSI AND MODULUS OF ELASTICITY EQUAL TO 28,000,000 PSI.

3. PRESTRESSING STRANDS SHALL BE CLEAN AND FREE OF CORROSION AND DEBRIS. STRANDS SHALL BE WRAPPED WITH 40 MIL MINIMUM EXTRUDED POLYETHYLENE SHEATHING. ANY DAMAGE

TO THE SHEATHING PRIOR TO OR DURING INSTALLATION MUST BE REPAIRED TO THE SATISFACTION OF THE ENGINEER-OF-RECORD PRIOR TO PLACING CONCRETE.

4. PRESTRESSING STRANDS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:
½ INCH DIAMETER 7-WIRE STRANDS:

MAXIMUM ANCHORING FORCE = 28.9 KIPS (0.7 * FPU = 189 KSI) MAXIMUM TEMPORARY FORCE AT JACKING = 33 KIPS (0.8 * FPU = 216 KSI) TENSILE STRESS IN ANY INTERMEDIATE LOCATION, AFTER SEATING, SHALL NOT EXCEED 199.8 KSI (0.74 * FPU)
MAXIMUM ELONGATION = 0.081 INCHES PER LINEAR FOOT
CONCRETE COMPRESSIVE STRENGTH REQUIRED FOR JACKING = 3000 PSI OR MORE

5. PRESTRESSING STRAND ANCHORAGES SHALL COMPLY WITH THE LATEST REVISIONS / ADDITIONS TO ICC-ES ACCEPTABLE CRITERIA AND SHALL HAVE A VALID ICC-ES REPORT. SUBMIT ESR REPORT FOR EOR REVIEW.

6. FORCES SHOWN FOR TENDONS ARE THE MINIMUM EFFECTIVE FORCES AFTER ALL LOSSES.

THE EFFECTIVE FORCE SHALL NOT EXCEED 27 KIPS PER TENDON.

7. ALL JACKING FORCES AND ELONGATIONS SHALL BE MAINTAINED AND RECORDED BY THE CONTRACTOR ON APPROVED FORMS. RECORDINGS SHALL NOT VARY MORE THAN 7% FROM REQUIRED VALUES.

8. ALL POCKETS REQUIRED FOR ANCHORAGES SHALL BE ADEQUATELY REINFORCED SO AS NOT TO DECREASE THE STRENGTH OF THE STRUCTURE AND WATERPROOFED PER P.T.I.

RECOMMENDATIONS TO ELIMINATE WATER LEAKAGE THROUGH THE POCKET. STRANDS SHALL

BE DRAPED TO APPROXIMATELY A PARABOLIC PROFILE BETWEEN SUPPORTS, EXCEPT AS NOTED, AND SHALL CONFORM TO THE CONTROL POINTS SHOWN IN THE PROFILE. DIMENSIONS INDICATE

THE CENTER OF GRAVITY OF THE STRAND OR GROUP OF STRANDS MEASURED FROM THE BOTTOM OF THE BEAM OR SLAB. LOW POINTS ARE AT MIDSPAN UNLESS NOTED OTHERWISE.

STRANDS SHALL BE SECURELY SUPPORTED TO PREVENT DISPLACEMENT DURING SUBSEQUENT OPERATIONS. BARS AND CHAIRS SHALL BE PROVIDED AS REQUIRED TO MAINTAIN THE STRANDS IN THEIR TRUE POSITION. THE VERTICAL AND HORIZONTAL DEVIATIONS OF ALL STRANDS SHALL CONFORM TO THE LATEST ACI CODE.

9. SLIGHT DEVIATIONS IN SPACING OF THE SLAB STRANDS WILL BE PERMITTED WITH THE

APPROVAL OF THE ENGINEER WHERE REQUIRED TO AVOID OPENINGS, INSERTS AND DOWELS WHICH ARE SPECIFICALLY LOCATED. WHERE LOCATIONS OF STRANDS SEEM TO INTERFERE WITH EACH OTHER, ONE (1) STRAND MAY BE MOVED HORIZONTALLY TO AVOID THIS INTERFERENCE.

WHERE STRANDS ARE THREADED THROUGH CAGES OF REINFORCING STEEL OR BULKHEADS,

CARE SHALL BE TAKEN TO ENSURE THE STRAND PASSES THROUGH FREELY AND BINDING DOES NOT OCCUR DURING THE STRESSING OPERATION. THE MINIMUM RADIUS OF CURVATURE FOR THE STRANDS SHALL BE 10 FEET OR 10 TIMES THE DEPTH OF THE CONCRETE SECTION – WHICHEVER IS LARGER.

10. TWO (2) #4 CONTINUOUS BARS SHALL BE PLACED BEHIND ALL ANCHORAGES FOR PRESTRESSING STRANDS IN SLABS.

11. TENDONS SHALL CLEAR ALL OPENINGS BY A MINIMUM OF 6 INCHES. TENDONS SHALL CLEAR ALL EMBEDDED ITEMS, AND SLEEVES BY 3 INCHES. TENDONS SHALL NOT BE TIED TO ANY EMBEDDED ITEMS, SLEEVES, OR CONDUITS.

12. TENDONS SHALL NOT BE TIED TO PARALLEL REINFORCING BARS. TIE TENDONS TO PERPENDICULAR REINFORCING AT THE CORRECT PROFILE HEIGHT.

13. EMBEDDED BOXES, SLEEVES AND CONDUITS SHALL NOT BE PLACED WITHIN 2’-6” FROM FACE OF ANY COLUMN OR WITHIN 1’-6” OF ANY ANCHOR WITHOUT PRIOR APPROVAL FROM THE EOR.

14. CONDUITS SHALL BE PLACED IN MIDDLE THIRD OF THE SLAB THICKNESS AND PLACED ABOVE TENDONS AS MUCH AS POSSIBLE. CONDUITS SHALL NOT BE TIED TO ANY TENDON. MAXIMUM SIZE OF CONDUITS SHALL BE 1 ¼” OUTSIDE DIAMETER. CONDUITS SHALL CROSS TENDONS PERPENDICULAR TO TENDON DIRECTION (90 DEGREES). SPACE CONDUIT A MINIMUM OF 4 INCHES ON CENTER.

15. FULLY PATCH AND GROUT VOIDS LEFT FROM POCKET SAVERS AND ANCHORAGE ENDS. NO CHLORIDES SHALL BE USED IN THE POCKET GROUT. EXPOSED ENDS OF TENDONS SHALL BE COVERED WITH ENCAPSULATED SYSTEM CAP PRIOR TO GROUTING. PROTECT ANCHORAGES FROM WEATHER AND CLEAN POCKETS PRIOR TO GROUTING.

16. POST INSTALLED ANCHORS SHALL NOT EXCEED 3/4 INCH DIAMETER.

17. THE POST TENSIONING INSTALLATION SUBCONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE (FOREMAN) ON SITE DURING THE INSTALLATION PROCESS. REPRESENTATIVE SHALL MEET A MINIMUM OF LEVEL 1 PTI CERTIFICATION REQUIREMENTS.

18. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW THE CONCRETE POUR AND STRESSING SEQUENCES BEFORE PROCEEDING WITH THESE OPERATIONS.

19. SHOP DRAWINGS SHALL CONTAIN THE FOLLOWING INFORMATION:

CENTERLINE OF PRESTRESSING FORCE WITH OFFSETS SHOWN AT MAXIMUM 3’-0” INTERVAL.

DIMENSIONAL TOLERANCES FOR LOCATING TENDONS.

TENDON LAYOUT AND DIMENSIONS IN HORIZONTAL PLANE.

TENDON PROFILES SHOWING CHAIRS, CHAIR HEIGHTS, TYING STEEL AND OTHER INFORMATION REGARDING THE METHOD OF SUPPORTING THE TENDONS.

JACKING FORCES AT ANCHORAGE, TEMPORARY JACKING FORCES, REQUIRED ELONGATIONS OR EACH TENDON, SCHEDULE AND SEQUENCE OF TENSIONING.

CALCULATIONS INCLUDING LOSSES.

LOCATIONS OF SWEEPS/MODIFICATIONS IN TENDON SPACING/LAYOUT DUE TO BUT NOT

LIMITED TO SHEAR WALL HOLD-DOWNS, STEEL EMBEDS, CAST-IN-PLACE ANCHORS/HARDWARE, SLAB OPENINGS, AND PENETRATIONS.

20. TENDONS PARALLEL TO SLAB EDGE SHALL BE A MINIMUM OF 9” FROM THE EDGE OF THE SLAB.

SHOP DRAWINGS

1. SHOP DRAWINGS ARE TO BE SUBMITTED FOR ALL STRUCTURAL ITEMS AND AS REQUIRED BY THE SPECIFICATIONS. CONTRACT DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS.

2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION.

3. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS AND PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTAL. ALL ITEMS NOT IN ACCORDANCE WITH THE CONTRACT SHALL BE SO NOTED UPON THE CONTRACTOR’S REVIEW. ANY SHOP DRAWINGS OR PRODUCT DATA NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT REVIEW.

4. ANY SHOP DRAWING NOT CHECKED AND INITIALED BY THE SUPPLIER/DETAILER PRIOR TO SUBMITTING FOR ARCHITECTURAL AND ENGINEERING REVIEW WILL BE RETURNED WITHOUT REVIEW.

5. ANY CHANGE FROM THE ORIGINAL DRAWINGS SHALL BE NOTED BY THE SUBMITTING PARTY. ANY

CHANGES NOT CALLED OUT SHALL BE CONSIDERED NOT APPROVED UNLESS SPECIFICALLY NOTED OTHERWISE. THE SHOP DRAWING STAMP SHALL NOT BE CONSIDERED IMPLIED APPROVAL OF ANY CHANGES.

6. SHOP DRAWINGS SHALL NOT REPLACE THE CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN

INCORRECTLY AND NOT NOTED BY THE REVIEWER ARE NOT TO BE CONSIDERED CHANGES TO THE CONTRACT DRAWINGS. REVIEW IS INTENDED AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ASSURE THAT ITEMS ARE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DRAWINGS.

7. ANY ENGINEERING DESIGN PERFORMED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE APPROPRIATE JURISDICTION AND DISCIPLINE. COMPLETE DESIGN

CALCULATIONS FOR EACH MEMBER SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER OF RECORD. THE ADEQUACY OF DESIGNS AND LAYOUTS PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING PARTY.

SPECIAL INSPECTIONS

1. THE OWNER SHALL EMPLOY SPECIAL INSPECTORS, QUALIFIED TO THE SATISFACTION OF THE BUILDING

OFFICIAL, WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE WORK INDICATED BY THE SPECIAL INSPECTIONS TABLES ON THE APPROVED DESIGN DRAWINGS.

2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY. INSPECTORS FOR EACH SYSTEM AND MATERIAL SHALL BE INTERNATIONAL CODE COUNCIL (ICC) CERTIFIED OR OTHERWISE APPROVED BY THE BUILDING OFFICIAL.

3. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.

4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, CONTRACTOR, OWNER, AND ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL.

5. SEE PROJECT SPECIFICATIONS AND REFERENCED STANDARDS FOR FREQUENCY OF TESTING.

6. AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES SHALL BE SUBMITTED.

7. THE FOLLOWING TYPES OF WORK SHALL BE INSPECTED BY A SPECIAL INSPECTOR IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE:

ABBREVIATIONS

ABC AGGREGATE BASE COURSE

ACI AMERICAN CONCRETE INSTITUTE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ARCH ARCHITECT OR ARCHITECTURAL DOCUMENTS

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BP BASE PLATE

BOD BOTTOM OF DECK

CC CONCRETE COLUMN

CB CONCRETE BEAM

CALCS CALCULATIONS

CJ CONTROL JOINT OR CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CLR CLEAR

CMU CONCRETE MASONRY UNIT

C COLUMN

DEG DEGREE

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DP DRILLED PIER

E MODULUS OF ELASTICITY

EOD EDGE OF ROOF DECK

EOS EDGE OF SLAB

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL

EXT EXTERIOR

FD FLOOR DRAIN

FFE FINISHED FLOOR ELEVATION

FT FOOT (FEET)

F FOOTING

FY YIELD STRESS STEEL

G GRATING

GA GAGE OR GAUGE

GB GRADE BEAM

GSN GENERAL STRUCTURAL NOTES
H.P. HIGH POINT

HS HIGH STRENGTH

HT HEIGHT
I (IN4 ) MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IN INCH
K KIP = 1000 LBS

KSI KIPS PER SQUARE INCH

L LEDGER

LBS POUND(S)

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

LT LINTEL

LP LOW POINT

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MIN MINIMUM

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL MANUFACTURERS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

PCI PRESTRESSED CONCRETE INSTITUTE

PC PILE/PIER CAP

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAR FOOT

PSI POUNDS PER SQUARE INCH

PT, P/T POST-TENSIONED

PSF POUNDS PER SQUARE FOOT

SDI STEEL DECK INSTITUTE

SL SNOW LOAD

SIB STRUCTURAL ISOLATION BREAK

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SS STAINLESS STEEL

SW SHEARWALL

TL TOTAL LOAD

TOC TOP OF CONCRETE

TODP TOP OF DRILLED PIER

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UT ULTRASONIC TESTING

WP WORK POINT

WWR WELDED WIRE REINFORCEMENT

WF WALL FOOTING
W WALL

X-STRONG EXTRA STRONG

XX-STRONG DOUBLE EXTRA STRONG
# NUMBER
SCALE

DRAWN BY

CHECKED BY

KHA PROJECT
DATE

APPLE VALLEY CA

TOWN OF APPLE VALLEY

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR

ABBREVIATIONS
099546003

GENERAL STRUCTURAL NOTES

INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING...
--- X ACI 318: 26.11.1.2(b) ---

VERIFICATION OF IN-SITU CONCRETE STRENGTH,

PRIOR TO STRESSING OF TENDONS IN

POST-TENSIONED CONCRETE AND PRIOR TO
REMOVAL OF SHORES AND FORMS FROM BEAMS AN...
--- X ACI 318: 26.11.2 ---

INSPECT INSTALLATION TOLERANCES OF PRECAST

CONCRETE DIAPHRAGM CONNECTIONS FOR
COMPLIANCE WITH ACI 550.5
--- X ACI 318: 26.13.1.3 ---
- COMPLETION OF CONNECTIONS IN THE FIELD
X --- ACI 318: 26.13.1.3, ACI
550.5
---
- COMPLETION OF THE CONTINUITY REINFORCEMENT

ACROSS JOINTS
X --- ACI 318: 26.13.1.3, ACI
550.5
---
- INSTALLATION OF EMBEDDED PARTS
X --- ACI 318: 26.13.1.3, ACI
550.5
---

FOR PRECAST CONCRETE DIAPHRAGM

CONNECTIONS OR REINFORCEMENT AT JOINTS

CLASSIFIED AS MODERATE OR HIGHLY

DEFORMABILITY ELEMENTS (MDE OR HDE) IN

STRUCTURES ASSIGNED TO SEISMIC DESIGN
CATEGORY C, D, E, OR F, INSPECT SUCH...

INSPECT ERECTION OF PRECAST CONCRETE...
--- X ACI 318: 26.9 ---
- GROUTING OF BONDED PRESTRESSING TENDONS X --- ACI 318: 26.10 --- - APPLICATION OF PRESTRESSING FORCES X --- ACI 318: 26.10 --- INSPECTION OF PRESTRESSED CONCRETE FOR:

VERIFY MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES
--- X ACI 318: 26.5.3 - 26.5.5 ---

INSPECT CONCRETE AND SHOTCRETE PLACEMENT

FOR PROPER APPLICATION TECHNIQUES
X --- ACI 318: 26.5 ---

PRIOR TO CONCRETE PLACEMENT, FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP

AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE
X --- ASTM C31, ASTM
C172, ACI 318: 26.5,

26.12 ---

VERIFY USE OF REQUIRED DESIGN MIX
--- X ACI 318: CH. 19, 26.4.3,

26.4.4 1904.1,
1904.2
- MECHANICAL ANCHORS AND ADHESIVE ANCHORS

NOT DEFINED ABOVE
--- X ACI 318: 17.8.2 ---
- ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY

OR UPWARDLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS
X --- ACI 318: 17.8.2.4 ---

INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS *:

INSPECT ANCHORS CAST IN CONCRETE --- X ACI 318: 17.8.2 --- - INSPECT ALL OTHER WELDS
X --- AWS D1.4, ACI 318:

26.6.4 ---
- INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM
5/16"
--- X AWS D1.4, ACI 318:

26.6.4 ---
- VERIFY WELDABILITY OF REINFORCING BARS OTHER
THAN ASTM A706
--- X AWS D1.4, ACI 318:

26.6.4 ---
REINFORCING BAR WELDING:

INSPECT REINFORCEMENT, INCLUDING

PRESTRESSING TENDONS, AND VERIFY PLACEMENT
--- X ACI 318: CH. 20, 25.2,

25.3, 26.6.1-26.6.3
---

VERIFICATION AND INSPECTION

CONTINUOU
S

PERIODI
C

REFERENCED
STANDARD**
CBC
REFEREN...
* SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION

REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK. ** WHERE APPLICABLE, SEE SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. (2022 CBC) REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

PRIOR TO PLACEMENT OF CONTROLLED FILL, INSPECT

SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED

PROPERLY
--- X 1705.6

VERIFY THE USE OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL **
X --- 1705.6

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL

MATERIALS
--- X 1705.6

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH

AND HAVE REACHED PROPER MATERIAL
--- X 1705.6

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
--- X 1705.6
VERIFICATION AND INSPECTION* CONTINUOUS PERIODIC
CBC

REFERENCE
* THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE

REGISTERED DESIGN PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE ** THE SPECIAL INSPECTOR SHALL VERIFY THAT PROPER MATERIALS AND PROCEDURES ARE USED IN

ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT DURING FILL PLACEMENT (2022 CBC) REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS No. REVISIONS DATE BY
EXP. 09/30/2026
11/25/2024
EXP. 09/30/2026
09/25/2025

Page 158 of 163 ends

SECTION
X
X
4" MIN
4" MIN
MIN
8"

CONCRETE FOOTING

OR SLAB TURNDOWN

UTILITY PIPE TO CLEAR
SLEEVE BY 1/2" ALL
AROUND

NO UTILITIES TO

PASS THRU FOOTING
SLEEVE

CONCRETE FILL
(MINIMUM f'c = 500 PSI)
NOTES:

1. NO UTILITIES BELOW COLUMN

FOOTINGS

2. ADDITIONAL INFORMATION

PER MECHANICAL, PLUMBING,

ELECTRICAL AND CIVIL
MIN
8"

DO NOT EXCAVATE A

TRENCH CLOSER THAN
A 45° ANGLE BELOW

BOTTOM OF FOOTING

OR FOUNDATION

WALL OR COLUMN

CONCRETE FOOTING

OR SLAB TURNDOWN
1 1

TEMPORARY TRENCH

EXCAVATION

POST-TENSIONED

CONCRETE SLAB

SUBGRADE PER GSN AND

GEOTECHNICAL REPORT

COMPACTED ENGINEERED

FILL PER GSN
4" SUBBASE LAYER
15 MIL VAPOR BARRIER
NOTES:

1. CONTRACTOR OPTION TO ADD 2"

THICK LEVELING OF SAND

BETWEEN VAPOR BARRIER AND
4" LAYER OF SUBBASE

CORNER INTERSECTION

CORNER BAR WIITH

SAME SIZE AND

SPACING AS

HORIZONTAL

REINFORCING

ALTERNATE BENDS
NOTE 1
NOTE 1
NOTE 1
NOTE 1
NOTES:

1. CLASS "B" TENSION LAP SPLICE
OR 24", WHICHEVER IS

GREATER

FREE END
NOTE 1

BAR WITH SAME SIZE

AND SPACING AS

HORIZONTAL

REINFORCING WITH
STANDARD 90 DEG
OR 180 DEG HOOK

BAR WITH SAME

SIZE AND SPACING

AS HORIZONTAL

REINFORCING

SLAB EDGE

STEEL PIPE INSERT
(SCHEDULE 40) IS REQUIRED

WHEN SLAB PENETRATION
IS WITHIN 45° BEARING

CONE OF TENDON ANCHOR

PENETRATIONS FARTHER
THAN 1.5 TIMES THE

PENETRATIONS DIAMETER

OR WIDTH, BUT NOT LESS
THAN 18" MINIMUM FROM

ANCHOR, DO NOT REQUIRE

STEEL PIPE INSERTS

PENETRATIONS NOT
WITHIN 45° BEARING

CONE OF TENDON

ANCHOR AND AT LEAST
6" AWAY FROM ALL

TENDON ANCHORS DO

NOT REQUIRE PIPE

INSERTS
NOTES:

1. FOR ANY PENETRATIONS WITH

DIMENSIONS GREATER THAN
12" FOLLOW THE REINFORCING

REQUIREMENTS AROUND
TYPICAL OPENING IN POSTTENSIONED CONCRETE SLAB "W"
"D"
2 3/8" CLR
6" MIN
2 1/2" CLR
2 1/2" CLR
TYP
45°

1.5D OR 1.5W
1'-6" MIN
(2) #3 HAIRPINS PER
TENDON AT 8" O.C.

X
30"
4"

POST-TENSIONED TENDONS
1 MAX. 6 - 12
(2) #3 HAIRPINS PER
TENDON AT 8" O.C.

X
30"
4"
NOTES:

1. HAIRPINS ARE REQUIRED

AT SLOPES GREATER
THAN 1:12
STRAND
#4 REINFORCING BAR MINIMUM
(SUPPORT BELOW STRAND)
CHAIR
1/4" 1/4"

TYPICAL SUPPORT

ALTERNATE SUPPORT

SLAB BOLSTER SUPPORT

CENTER OF

GRAVITY STRAND

CENTER OF

GRAVITY STRAND

CENTER OF

GRAVITY STRAND
#4 REINFORCING BAR MINIMUM
(ON TOP OF STRAND)
STRAND
CHAIR
STRAND
BOLSTER 3/4"

POST-TENSIONED
TENDON
TYP.
1" CLR
6" CLR
10" TO 24"
10" TO 24"

POST-TENSIONED
TENDON
TYP.
1" CLR
(2) #5 REBAR AROUND

OPENING, TOP AND
BOTTOM. BARS SHALL
EXTEND MINIMUM 18"

BEYOND EACH SIDE
OF OPENING.
10" TO 24"
24" PAST

OPENING TRANSITION

TENDON SLOPE

TRANSITION
TENDON SLOPE 24" PAST

OPENING
6" CLR
(2) #5 REBAR AROUND

OPENING, TOP AND
BOTTOM. BARS SHALL
EXTEND MINIMUM 18"

BEYOND EACH SIDE
OF OPENING.
1 MAX. 6 - 12
CASE 1:

CLEAR SPACING OF BARS BEING SPLICED IS NOT LESS THAN 1 BAR DIAMETER, CLEAR COVER IS NOT LESS THAN 1 BAR

DIAMETER, AND TIES OR STIRRUPS ARE PRESENT THROUGHOUT THE SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM OR
THE CLEAR SPACING OF BARS BEING SPLICED IS NOT LESS THAN 2 BAR DIAMETERS AND CLEAR COVER IS NOT LESS THAN 1 BAR DIAMETER
CASE 2:

ALL OTHER CASES
NOTES:

1. TOP BARS (T IN TABLE) ARE HORIZONTAL BARS
WITH MORE THAN 12" OF FRESH CONCRETE CAST
BELOW THE BAR. OTHER BARS (O IN TABLE) ARE

ALL VERTICAL BARS AND HORIZONTAL BARS WITH
LESS THAN 12" OF FRESH CONCRETE CAST BELOW

THE BAR

SPLICE LENGTH (INCHES)

CASTING POSITION

0.375"Ø
22 CLASS B TENSION LAP SPLICE TABLE
#3
T O
CASE
1 2
3000 PSI
4000 PSI
5000 PSI
6000 PSI
3000 PSI
4000 PSI
5000 PSI
6000 PSI
28 25 19
22 17
20 16
42 33
37 28
33 25
30 23

0.500"Ø
29 #4
T O
38 33 25
29 23
27 21
56 43
49 37
44 34
40 31

0.625"Ø
36 #5
T O
47 41 31
36 28
33 26
70 54
61 47
54 42
50 38

0.750"Ø
43 #6
T O
56 49 37
44 34
40 31
84 65
73 56
65 50
59 46

0.875"Ø
63 #7
T O
81 71 54
63 49
58 45
122 94
106 81
95 73
86 67

1.000"Ø
72 #8
T O
93 81 62
72 56
66 51
139 107
121 93
108 83
99 76

1.128"Ø
81 #9
T O
105
91 70
81 63
74 57
157 121
136 105
122 94
111 86

1.270"Ø
91 #10
T O
118
102 79
92 71
84 64
177 136
153 118
137 106
125 96

1.410"Ø
101
#11
T O
131
114 87
102 78
93 71
196 151
170 131
152 117
139 107

BAR SIZE

BAR DIAMETER
NOTES:

1. HOOKED BAR DEVELOPMENT LENGTH SHALL
NOT BE USED AS LAP SPLICE LENGTH. SEE
CLASS "B" TENSION LAP SPLICE TYPICAL
DETAIL FOR LAP SPLICE LENGTHS T12 / 22
CASE 1:

THE SIDE COVER (NORMAL TO THE PLANE OF HOOK) OF BARS BEING DEVELOPED IS NOT LESS THAN 6 BAR DIAMETERS, 2 1/2"

MINIMUM
AND
THE END COVER ON BAR EXTENSION BEYOND HOOK FOR HOOKED BARS BEING DEVELOPED IS NOT LESS THAN 2" AND
BARS TERMINATING INSIDE COLUMN CORE WITH SIDE COVER (NORMAL TO PLANE OF HOOK) IS NOT LESS THAN 2 1/2" CASE 2:

ALL OTHER CASES

DEVELOPMENT LENGTH (INCHES)

0.375"Ø

HOOKED BAR DEVELOPMENT LENGTH TABLE
#3
CASE
1 2
3000 PSI
4000 PSI
5000 PSI
6000 PSI
3000 PSI
4000 PSI
5000 PSI
6000 PSI
6 6
6 6
6 6
6 6

0.500"Ø
6 #4
6 6
6 8
7 7
7 0.625"Ø
8 #5
8 8
7 10
10 9
9 0.750"Ø
11 #6
10 10
10 13
13 12
12 0.875"Ø
14 #7
13 12
12 17
16 15
15 1.000"Ø
16 #8
15 15
15 20
19 18
18 1.128"Ø
20 #9
18 18
17 24
23 22
22 1.270"Ø
23 #10
22 21
21 29
27 26
26 1.410"Ø
27 #11
26 25
24 34
32 31
30 BAR DIAMETER

BAR SIZE
SCALE

DRAWN BY

CHECKED BY

KHA PROJECT
DATE

APPLE VALLEY CA

TOWN OF APPLE VALLEY

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR

TYPICAL DETAIL -

UTILITY BELOW FOUNDATION
22 SCALE: NTS
T5

TYPICAL DETAIL -

TRENCH ADJACENT TO FOOTING
22 SCALE: NTS
T2

TYPICAL DETAIL -

POST-TENSIONED SLAB ON GRADE ON ENGINEERED FILL
22 SCALE: NTS
T10

TYPICAL DETAIL - PLAN VIEW - REINFORCING

IN CONCRETE FOOTING, STEM WALL AND SLAB TURNDOWNS
22 SCALE: NTS
T7

TYPICAL DETAIL - PLAN VIEW

PENETRATIONS AT TENDON ANCHORS

IN POST-TENSIONED CONCRETE SLAB
22 SCALE: NTS
T4

TYPICAL DETAIL - PLAN VIEW

REINFORCING AT CURVED TENDONS
WHERE SLOPE EXCEEDS 1:12
22 SCALE: NTS
T1

TYPICAL DETAIL -

CHAIRS AND SUPPORTS FOR

STRANDS IN POST-TENSIONED CONCRETE SLAB
22 SCALE: NTS
T6

TYPICAL DETAIL -

REINFORCEMENT AT OPENING

IN POST-TENSIONED CONCRETE SLAB
22 SCALE: NTS
T12
TYPICAL DETAIL - CLASS "B" TENSION LAP SPLICE
LENGTHS FOR UNCOATED GRADE 60 REINFORCING STEEL IN NORMAL WEIGHT CONCRETE 22 SCALE: NTS
T11

TYPICAL DETAIL - HOOKED BAR DEVELOPMENT
LENGTHS FOR UNCOATED GRADE 60 REINFORCING STEEL IN NORMAL WEIGHT CONCRETE No. REVISIONS DATE BY
EXP. 09/30/2026
11/25/2024
EXP. 09/30/2026
09/25/2025

Page 159 of 163 ends

104
24 104
24 24
102
TYP
104
24 105
TYP
106
103
TYP
104
24 101
TYP
105
TYP
34' - 0"
POST-TENSIONED CABLE MAX SPACING AT 3' - 0" OC
64' - 0"
POST-TENSIONED CABLE MAX SPACING AT 3' - 2" OC
104
24 104
24 24
102
TYP
104
24 105
TYP
106
103
TYP
104
24 101
TYP
105
TYP
34' - 0"
POST-TENSIONED CABLE MAX SPACING AT 2' - 10" OC
128' - 0"
POST-TENSIONED CABLE MAX SPACING AT 3' - 2" OC
104
24 24
102
TYP
104
24 105
TYP
106
103
TYP
101
TYP
105
TYP
102
102
TYP
102
104
102
SCALE

DRAWN BY

CHECKED BY

KHA PROJECT
DATE

APPLE VALLEY CA

TOWN OF APPLE VALLEY

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR

FOUNDATION PLAN
099546003
23 SCALE: 1/8" = 1'-0"
1 FOUNDATION PLAN
A STRUCTURAL REFERENCE ELEVATIONS = 0’-0” WHICH IS THE TOP OF FINISHED SLAB ELEVATION, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE. THE

CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.

B THE CONTRACTOR SHALL COORDINATE ALL ELEVATIONS AND DIMENSIONS WITH THE CIVIL DRAWINGS. NOTIFY KIMLEY-HORN OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWING.

C COORDINATE SLAB FINISHES AND SLOPES WITH ARCHITECTURAL AND CIVIL.

D REFER TO SHEETS 20 THRU 21 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND

SPECIAL INSPECTION REQUIREMENTS
E REFER TO SHEET 22 FOR TYPICAL DETAILS. TYPICAL DETAILS APPLY TO SITUATIONS

OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS ARE NOT NOTED AT EACH LOCATION AT WHICH THEY ARE APPLICABLE.

G E N E R A L N O T E S
101 7" CONCRETE POST-TENSION SLAB OVER 15 MIL VAPOR BARRIER OVER 4" LAYER OF ABC

AGGREGATE BASE MATERIAL - PLACEMENT AND COMPACTION PER GEOTECHNICAL REPORT - REINFORCE SLAB WITH 1/2"Ø TENDONS AT SPACING SPECIFIED ON PLAN. USE DOUBLE END PULL TENDONS AT SLABS GREATER THAN 100' - 0". 102 STEEL SHADE CANOPY AND FOUNDATIONS BY OTHERS.
103 LIGHT POLE AND FOUNDATIONS BY OTHERS.
104 INTERMEDIATE 10' - 0" TALL CHAIN-LINK FENCE BY OTHERS - REFER TO HARDSCAPE DRAWINGS AND DETAIL 103 / 24.
105 POST-TENSIONED SLAB TURNDOWN - REFER TO DETAIL 104 / 24. 106 PICKLEBALL COURT STRIPING BY OTHERS.

K E Y E D N O T E S
NORTH
No. REVISIONS DATE BY
EXP. 09/30/2026
11/25/2024
EXP. 09/30/2026
09/25/2025

Page 160 of 163 ends

POST-TENSIONED

CONCRETE SLAB
(2) #4 CONTINUOUS

FINISHED GRADE
OR SIDEWALK - 5%

SLOPE AWAY FOR
5'-0" MINIMUM
3"
3"

PT BACKUP BARS
GSN

REFER TO
1' - 4"

SUBBASE

POST-TENSIONED

CONCRETE SLAB
(2) #4 CONTINUOUS

FINISHED GRADE -
5% SLOPE AWAY
FOR 5'-0" MINIMUM
3"

PT BACKUP BARS
SUBBASE 1' - 4"

TYPICAL SLAB TURNDOWN

SLAB TURNDOWN AT FENCE POST
1' - 4" Ø
1/2" EXPANSION

JOINT MATERIAL

COATED STEEL FENCE

POST CENTERED IN

CONCRETE CURB BY
OTHERS
5' - 0" MIN

CONCRETE CURB

BEYOND AT EAST SIDE

ONLY - POURED

MONOLITHICALLY
NOTES:

1. CONTRACTOR TO ENSURE CONSTRUCTION

SEQUENCE OF CURB AND FENCE POST

FOOTING ALLOW FOR FULL

CONSTRUCTION AND TENDON STRESSING
OF PT SLAB ON GROUND.

2. THE DIAMETER OF THE FENCE POST

FOUNDATION IS A MINIMUM AND WILL
DEPEND ON THE FENCE POST SIZE, 3 x D,
6"
WHICHEVER IS LARGER.

CONCRETE SLAB

TENDON BEYOND

REINFORCEMENT AROUND

OPENING IN CONCRETE

SLAB - REFER TO TYPICAL
DETAIL

SUBBASE
1' - 6" Ø
1" EXPANSION JOINT

MATERIAL - ALL
AROUND

PICKLEBALL NET

POST BY OTHERS
1' - 6" 6"

LAYER OF COMPACTED

SUBBASE PER

MANUFACTURER'S

INSTALLATION

INSTRUCTIONS
NOTE:

CONTRACTOR TO REFER

TO MANUFACTURER'S

RECOMMENDATIONS

FOR SIZE AND

INSTALLATION OF

PICKLEBALL NET POST

CONCRETE PIER FOR

NET POST

CONCRETE SLAB TENDON -

SWAY TENDON AT POST AS

REQUIRED, REFER TO TYPICAL
DETAIL

POST-TENSIONED

CONCRETE SLAB
T6 / 22
T7 / 22

CONCRETE SLAB

TENDON BEYOND

REINFORCEMENT AROUND

OPENING IN CONCRETE

SLAB - REFER TO TYPICAL
DETAIL

SUBBASE
1" EXPANSION JOINT

MATERIAL - ALL
AROUND

INTERMEDIATE

FENCE POST BY
OTHERS
5' - 0" MIN

CONCRETE PIER

FOR FENCE POST

CONCRETE SLAB TENDON -

SWAY TENDON AT POST AS

REQUIRED, REFER TO TYPICAL
DETAIL

POST-TENSIONED

CONCRETE SLAB
1' - 4" Ø
6"
T6 / 22
T7 / 22
1' - 0" MAX
6" MIN

EMBEDMENT
8' - 0" MIN

FIELD VERIFY
± 2' - 6"
18"⌀ CONCRETE FOOTING
WITH (8) #5 VERTICALS AND #3
TIES AT 10" OC - f'c = 3,000 PSI

FINISHED PARKING LOT

SURFACE OR GRADE
(3) #3 TIES IN
TOP 5"

LIGHT POLE AND BASE

CONNECTION TO CONCRETE

FOOTING BY OTHERS -
MAXIMUM HEIGHT = 25'-0"

ABOVE FINISHED GRADE

SECTION
X
X
POLE
6" MAX

EMBEDMENT BY LIGHT

POLE DESIGNER
CLR
1 1/2"

FOOTING FORM BY OTHERS -

SONOTUBE OR EQUIVALENT
11" MAX
SCALE

DRAWN BY

CHECKED BY

KHA PROJECT
DATE

APPLE VALLEY CA

TOWN OF APPLE VALLEY

CIVIC CENTER PARK PICKLEBALL

PREPARED FOR

INTERMEDIATE FENCE

POST AT POST-TENSIONED CONCRETE SLAB
No. REVISIONS DATE BY
24 SCALE: NTS
105 LIGHT POLE FOUNDATION
EXP. 09/30/2026
11/25/2024
EXP. 09/30/2026
09/25/2025

Page 161 of 163 ends

6/19/2026
Item Description Estimated
Quantity Unit Unit Price Total

CIVIC CENTER PICKLEBALL COURTS

SITE PREPARATION
1 Mobilization 1 LS $50,000 $50,000
2 Stormwater And Non-Stormwater Pollution Control 1 LS $20,000.00 $20,000 3 Clearing And Grubbing 1 LS $20,000.00 $20,000
4 Construction Surveying and Staking 1 LS $20,000.00 $20,000 5 Tree Preservation 8 EA $500.00 $4,000
6 Unclassified Excavation 22,000 SF $5.00 $110,000
Subtotal $224,000

WET UTILITIES
7 Install 2" Potable Water Service for Drinking Fountains 195 LF $40.00 $7,800 8 Install 90 Degree Bend 4 EA $500.00 $2,000
9 Install 2" Water Tee 1 EA $500.00 $500
10 Install Quick Coupler Valve 1 EA $250.00 $250
11 Furnish and Install Drinking Fountains 2 EA $8,000.00 $16,000 12 Install Relocated Drinking Fountain 1 EA $1,000.00 $1,000 Subtotal $27,550

SITE IMPROVEMENTS
13 Remove Lightpole 2 EA $1,000.00 $2,000
14 Remove Existing Sidewalk 2,652 SF $5.00 $13,260
15 Remove Drinking Fountain 2 EA $150.00 $300
16 Remove Fence 40 LF $10.00 $400
17 Remove Concrete Furniture 1 EA $150.00 $150
18 6" Reinforced Concrete Paving (Courts) - Structural 6,530 SF $20.00 $130,600 19 4" A.B.C Aggregate Base - Structural 81 CY $185.00 $14,914 20 Reinforcing Steel Rebar - Structural 1,640 LBS $4.00 $6,560 21 Construct 6" Curb 115 LF $50.00 $5,750
22 Construct PCC Sidewalk (4" Thick) 6,000 SF $10.00 $60,000 23 Court Striping and Epoxy Surfacing 6,830 SF $2.00 $13,660 24 Install 10' Height Chainlink Fencing and Gates 40 LF $50.00 $2,000 25 Install 10' Height Chainlink Fencing and Gates w/ Windscreen 136 LF $55.00 $7,480 26 Install 5' Height Chainlink Fencing and Gates w/o Windscreen 418 LF $48.00 $20,064 Subtotal $277,138

AMENITIES
27 Install Pickleball Netting and Posts 3 EA $3,000.00 $9,000 28 Install Prefabricated Backboard 1 LS $8,000.00 $8,000 29 Court Bench 1 EA $1,800.00 $1,800
30 3 Tier Bleachers 3 EA $2,000.00 $6,000
31 Trash Receptacles 1 EA $2,300.00 $2,300
32 Table with Carousel Seating 4 EA $4,200.00 $16,800
33 Not Used 0 EA $900.00 $0
34 Shade Structures (14'x22' 2 Post) 4 EA $4,777.00 $19,108 35 Shade Structures (Reinforcement) 1 LS $20,000.00 $20,000 36 Shade Structures (Install) 1 LS $10,000.00 $10,000
37 Court and Pedestrian Lighting (Poles, Fixtures, Foundations, and Install) 1 LS $80,000.00 $80,000 38 Install Signage (Regulatory/Informational) 4 EA $2,500.00 $10,000 Subtotal $183,008

LANDSCAPE AND IRRIGATION
39 Furnish and Install Tree Grate 1 EA $5,000.00 $5,000 40 24" Box Tree 3 EA $1,200.00 $3,600
41 5 Gallon Shrub 35 EA $40.00 $1,400
42 Boulder 6 EA $500.00 $3,000
43 Decomposed Granite 749 SF $7.00 $5,243
44 Root Barrier 120 LF $9.00 $1,080
45 Irrigation Remote Control Valve 2 EA $400.00 $800
46 Irrigation Shut Off Valve 2 EA $250.00 $500
47 Irrigation Subsurface Dripline, Flush, and Air Relief Valve 762 SF $2.50 $1,905 48 Irrigation Tree Bubbler 4 EA $50.00 $200
49 Irrigation Main Line, PVC Sch 40 115 LF $3.50 $403
50 Irrigation Lateral Line, PVC Sch 40 135 LF $3.00 $405 51 Irrigation Sleeve, PVC Sch 40 45 LF $20.00 $900
52 120 Day Maintenance Period 1 LS $8,000.00 $8,000
Subtotal $32,436
Project Subtotal $744,132
Contingency @ 10% $74,413
Escalation @ 10% $74,413
Total $892,958
Town of Apple Valley
Civic Center Pickleball Courts

OPINION OF PROBABLE CONSTRUCTION COST ESTIMATE
K:\SND_LDEV\099546003 - Civic Center Pickleball\Cost Estimate\2026.06.17- Construction Escalation\Civic Center Pickleball (100%) 1 OF 2

Page 162 of 163 ends

Town Council Agenda Report
Date: May 26, 2026
To: Honorable Mayor and Town Council
Subject: CLOSED SESSION

From: Guy Eisenbrey, Town Manager
Submitted by: Thomas Rice, Town Attorney
Budgeted Item: Yes No N/A
A. Public Employee Discipline/Dismissal/Release (Pursuant to Government Code Section 54957(b)) (Discussing Procedures To Hear An Appeal Only)

Page 163 of 163 ends

Apple Valley City CouncilJuly 14, 2026

Apple Valley City Council
July 14, 2026