Agenda — Jurupa Valley City Council, January 16, 2025 (part 3 of 4)

Variation in trip length for different trip purposes is important to quantify since the impact associated with a trip is not limited to whether a trip occurs or not. A longer distance trip occupies more roadways over a longer period of time (all else being equal), and therefore goes through more intersections and consumes more capacity, thus requiring greater levels of mitigation. As the purpose of the TUMF is to mitigate the cumulative regional traffic impacts of future growth, a VMT based approach to defining the rough proportionality of impacts resulting from various differing types of new development better aligns with this purpose.

RivCoM is the primary analytical toll used to forecast VMT in Riverside County. RivCoM was developed based on the SCAG regional travel demand model, whose underlying model travel characteristics were developed based on national and regional travel behavior surveys, including the U.S. Census and the California Household Travel Survey.

The methodology for using travel demand models, including RivCoM, as the basis for calculating and measuring VMT is consistent with NEPA and CEQA guidance, and accepted transportation planning practice.

The RivCoM model produces person-trips (irrespective of mode choice) on the basis of five trip purposes including home-based-work (HBW), home-based-other (HBO), home- based-school (HBS), home-based-university (HBU), and non-home based (NHB). Peak period, off-peak period and daily vehicle trips and VMT are derived from the person-trip productions based on mode choice assignments and differing trip length

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 J-2
characteristics embedded on the model parameters. Daily VMT results were aggregated into home-based VMT and non-home-based VMT for each scenario to represent the level of travel demand and impact on the transportation system attributable to each trip purpose.

The attribution of VMT associated with home-based trip purposes to residential land uses and non-home-based trips to non-residential land uses is consistent with the provisions of NCHRP Report #187 Quick Response Urban Travel Estimation Techniques and Transferable Parameters User's Guide (Transportation Research Board, 1978), a widely- referenced source for travel estimation techniques used for travel demand modeling.

Chapter 2 of this report, which details trip generation estimation, states that "HBW (Home Based Work) and HBNW (Home Based Non Work) trips are generated at the households, whereas the NHB (Non-Home Based) trips are generated elsewhere.” Consistent with NCHRP Report #187, aggregating person trip productions and associated VMT into home-based (combining home-based-work, home-based-other and home-based-school) and non-home-based (combining work-based-other, and other-based-other) represents an appropriate way to allocate trip generation and associated impacts between residential and non-residential land uses for the purpose of estimating the rough proportionality of the TUMF fee.

Exhibits J-1 through J-36 of this Appendix include the RivCoM model data aggregated for peak period, off-peak period and daily person VMT for each trip purpose between the respective TUMF zones, and for both model year scenarios. The growth in daily VMT for each trip purpose was calculated as the difference between the daily VMT in the 2018 Existing scenario and the daily VMT in the 2045 No Build scenario. The growth in home-based daily VMT represents 77.7% of the total growth in daily VMT, and the growth in non-home-based daily VMT represents 22.3% of the total growth in daily VMT, as shown in Table 5.4. The relative share of the growth in daily VMT summarized in Table 5.4 provides the basis for estimating the rough proportionality of the TUMF network impacts and related mitigation costs (and associated fees) attributable to new residential and non-residential development, respectively.

To
From
Central 1,084,569 176,144 919,950 98,767 494,843 1,672,280 4,446,553 Hemet/San Jacinto 202,282 474,270 189,620 93,211 207,871 736,736 1,903,990 Northwest 471,239 62,909 3,082,883 69,489 235,185 3,500,199 7,421,903 Pass Area 86,956 66,611 120,609 230,246 31,017 531,753 1,067,192 Southwest 474,113 188,640 635,435 61,535 1,822,831 2,240,495 5,423,048 Outside WRCOG 833,664 293,941 3,584,150 403,303 1,245,556 129,717,014 136,077,627 TOTAL 3,152,824 1,262,514 8,532,646 956,551 4,037,302 138,398,477 156,340,314 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-1

VMT BY WRCOG TUMF ZONE
TOTAL PEAK PERIOD TRIPS FOR ALL PURPOSES - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 165,241 58,992 411,439 65,622 197,893 1,220,777 2,119,965 Hemet/San Jacinto 70,807 53,805 128,758 48,898 103,290 567,394 972,951 Northwest 143,340 37,259 674,676 53,185 136,185 1,920,635 2,965,279 Pass Area 25,983 15,665 65,646 34,287 18,981 304,632 465,194 Southwest 165,236 76,537 376,007 49,330 410,382 1,721,102 2,798,594 Outside WRCOG 420,948 169,433 1,777,239 260,161 753,400 45,139,830 48,521,011 TOTAL 991,555 411,691 3,433,764 511,483 1,620,131 50,874,369 57,842,994 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-2

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-WORK TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 673,880 84,730 364,070 26,370 227,784 361,436 1,738,269 Hemet/San Jacinto 100,994 306,411 50,898 33,509 84,214 146,284 722,311 Northwest 239,023 20,386 1,679,367 13,441 81,648 1,178,130 3,211,995 Pass Area 45,133 33,006 42,321 129,128 10,013 167,567 427,168 Southwest 234,369 82,255 197,098 10,679 1,016,873 402,898 1,944,172 Outside WRCOG 326,013 98,751 1,241,409 108,093 389,492 54,404,000 56,567,758 TOTAL 1,619,412 625,538 3,575,162 321,221 1,810,024 56,660,315 64,611,673 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-3

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-OTHER TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 110,735 3,642 21,950 387 16,486 6,055 159,255
Hemet/San Jacinto 8,004 43,231 162 666 2,726 70 54,859
Northwest 20,225 79 221,291 28 2,091 56,821 300,535
Pass Area 1,326 1,697 103 16,564 7 4,939 24,635
Southwest 19,735 3,035 4,593 7 138,861 1,084 167,315
Outside WRCOG 6,136 402 60,940 5,117 10,948 5,978,607 6,062,150 TOTAL 166,161 52,086 309,039 22,769 171,120 6,047,576 6,768,750 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-4

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-SCHOOL TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 116,617 17,407 82,092 6,004 49,146 58,568 329,833 Hemet/San Jacinto 20,422 60,529 6,881 9,918 17,117 18,684 133,551 Northwest 61,455 2,779 414,635 2,683 14,253 282,505 778,310 Pass Area 12,768 11,566 8,715 49,680 1,935 47,061 131,725 Southwest 40,694 13,037 27,856 1,225 237,362 49,558 369,732 Outside WRCOG 65,953 13,263 341,047 28,498 87,982 22,327,971 22,864,713 TOTAL 317,908 118,582 881,227 98,008 407,795 22,784,346 24,607,865 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-5

VMT BY WRCOG TUMF ZONE
PEAK PERIOD NON-HOME-BASED TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 18,096 11,373 40,399 384 3,534 25,445 99,231
Hemet/San Jacinto 2,056 10,293 2,922 220 523 4,304 20,318 Northwest 7,195 2,406 92,914 152 1,007 62,109 165,784
Pass Area 1,747 4,677 3,824 587 80 7,554 18,470
Southwest 14,080 13,775 29,881 293 19,353 65,853 143,236 Outside WRCOG 14,614 12,092 163,514 1,433 3,734 1,866,606 2,061,994 TOTAL 57,788 54,616 333,455 3,070 28,232 2,031,871 2,509,032 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-6

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-UNIVERSITY TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 801,662 128,869 640,224 56,860 339,965 988,339 2,955,918 Hemet/San Jacinto 140,692 363,274 109,533 65,159 132,656 415,778 1,227,093 Northwest 340,558 37,798 2,341,566 37,213 141,992 2,394,837 5,293,964 Pass Area 67,550 54,436 80,501 191,165 19,798 353,246 766,697 Southwest 330,176 130,997 414,647 31,788 1,358,749 1,284,306 3,550,663 Outside WRCOG 569,970 187,134 2,517,328 247,784 764,704 97,045,358 101,332,277 TOTAL 2,250,608 902,509 6,103,800 629,968 2,757,864 102,481,863 115,126,612 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-7

VMT BY WRCOG TUMF ZONE
TOTAL OFF PEAK TRIPS FOR ALL PURPOSES - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 64,053 23,015 164,150 25,429 78,516 519,620 874,784 Hemet/San Jacinto 27,710 20,523 51,954 19,949 40,698 244,713 405,547 Northwest 57,811 15,473 261,251 21,801 56,354 811,368 1,224,059 Pass Area 10,592 6,429 27,063 12,994 8,220 128,530 193,828 Southwest 65,794 29,706 153,862 20,870 157,689 724,854 1,152,774 Outside WRCOG 187,105 76,293 763,815 115,048 322,353 17,962,924 19,427,539 TOTAL 413,065 171,439 1,422,095 216,091 663,831 20,392,010 23,278,531 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-8

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-WORK TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 518,247 66,043 291,090 21,528 180,073 324,734 1,401,715 Hemet/San Jacinto 77,692 230,275 41,945 28,302 64,944 130,834 573,991 Northwest 181,766 15,629 1,296,905 11,001 63,383 1,010,885 2,579,569 Pass Area 35,416 25,064 34,290 99,409 8,287 138,571 341,037 Southwest 181,290 62,892 165,057 8,746 793,860 357,826 1,569,671 Outside WRCOG 262,051 76,387 1,010,627 87,034 296,373 42,030,568 43,763,040 TOTAL 1,256,461 476,289 2,839,914 256,020 1,406,920 43,993,419 50,229,023 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-9

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-OTHER TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 29,899 1,018 5,963 112 4,495 1,879 43,367
Hemet/San Jacinto 2,171 11,723 46 212 743 22 14,915
Northwest 5,315 22 59,984 8 572 16,387 82,287
Pass Area 367 460 31 4,489 2 1,358 6,707
Southwest 5,242 828 1,239 2 37,812 304 45,428
Outside WRCOG 1,679 106 16,999 1,337 2,522 1,608,845 1,631,488 TOTAL 44,671 14,158 84,261 6,159 46,147 1,628,796 1,824,191 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-10

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-SCHOOL TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 171,868 26,165 127,774 9,573 74,861 103,539 513,780 Hemet/San Jacinto 31,023 89,467 11,465 16,561 25,978 33,500 207,994 Northwest 88,808 4,136 620,263 4,317 21,165 472,709 1,211,397 Pass Area 19,327 17,223 13,991 73,960 3,239 74,839 202,580 Southwest 61,789 19,268 45,891 1,951 356,701 84,988 570,589 Outside WRCOG 103,831 20,636 536,313 43,581 141,283 33,374,718 34,220,361 TOTAL 476,647 176,895 1,355,697 149,943 623,228 34,144,292 36,926,701 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-11

VMT BY WRCOG TUMF ZONE
OFF PEAK NON-HOME-BASED TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 17,594 12,628 51,247 218 2,019 38,566 122,272
Hemet/San Jacinto 2,097 11,286 4,124 136 292 6,709 24,645 Northwest 6,858 2,539 103,163 86 517 83,488 196,652
Pass Area 1,849 5,259 5,127 313 49 9,947 22,544
Southwest 16,062 18,302 48,598 219 12,688 116,334 212,202 Outside WRCOG 15,304 13,712 189,575 784 2,172 2,068,303 2,289,850 TOTAL 59,764 63,727 401,834 1,755 17,738 2,323,347 2,868,164 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-12

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-UNIVERSITY TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 1,886,231 305,013 1,560,174 155,627 834,808 2,660,619 7,402,471 Hemet/San Jacinto 342,975 837,544 299,154 158,370 340,527 1,152,514 3,131,082 Northwest 811,797 100,707 5,424,449 106,702 377,177 5,895,035 12,715,867 Pass Area 154,507 121,047 201,110 421,411 50,814 884,999 1,833,889 Southwest 804,289 319,636 1,050,082 93,323 3,181,580 3,524,801 8,973,711 Outside WRCOG 1,403,634 481,075 6,101,478 651,086 2,010,260 226,762,371 237,409,905 TOTAL 5,403,432 2,165,023 14,636,446 1,586,519 6,795,166 240,880,340 271,466,925 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-13

VMT BY WRCOG TUMF ZONE
TOTAL DAILY TRIPS FOR ALL PURPOSES - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 229,295 82,007 575,590 91,051 276,409 1,740,397 2,994,749 Hemet/San Jacinto 98,516 74,328 180,712 68,847 143,988 812,107 1,378,498 Northwest 201,151 52,731 935,927 74,986 192,540 2,732,003 4,189,337 Pass Area 36,574 22,095 92,709 47,281 27,201 433,163 659,022 Southwest 231,030 106,243 529,869 70,200 568,071 2,445,955 3,951,368 Outside WRCOG 608,054 245,727 2,541,054 375,209 1,075,753 63,102,754 67,948,550 TOTAL 1,404,620 583,131 4,855,859 727,574 2,283,962 71,266,379 81,121,525 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-14
Central Hemet/San
Jacinto Northwest Pass Area Outside

WRCOG TOTAL

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-WORK TRIPS ONLY - 2018 EXISTING
Southwest
To
From
Central 1,192,127 150,772 655,160 47,898 407,857 686,170 3,139,984 Hemet/San Jacinto 178,686 536,686 92,843 61,811 149,158 277,118 1,296,302 Northwest 420,789 36,015 2,976,272 24,442 145,031 2,189,015 5,791,564 Pass Area 80,549 58,070 76,610 228,537 18,300 306,138 768,205 Southwest 415,659 145,147 362,155 19,425 1,810,733 760,724 3,513,843 Outside WRCOG 588,064 175,138 2,252,036 195,127 685,865 96,434,568 100,330,798 TOTAL 2,875,873 1,101,828 6,415,076 577,241 3,216,945 100,653,734 114,840,696 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-15

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-OTHER TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
To
From
Central 140,634 4,660 27,913 499 20,981 7,934 202,622
Hemet/San Jacinto 10,175 54,954 207 877 3,469 92 69,775 Northwest 25,540 101 281,274 36 2,663 73,208 382,822
Pass Area 1,692 2,157 134 21,053 9 6,297 31,343
Southwest 24,977 3,864 5,832 9 176,673 1,388 212,743
Outside WRCOG 7,814 508 77,939 6,454 13,470 7,587,452 7,693,638 TOTAL 210,832 66,244 393,299 28,928 217,266 7,676,372 8,592,941 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-16

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-SCHOOL TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
To
From
Central 288,485 43,572 209,866 15,577 124,008 162,106 843,613 Hemet/San Jacinto 51,445 149,996 18,346 26,479 43,095 52,184 341,544 Northwest 150,263 6,915 1,034,898 7,000 35,418 755,213 1,989,708 Pass Area 32,095 28,790 22,706 123,641 5,174 121,900 334,305 Southwest 102,482 32,305 73,748 3,176 594,063 134,546 940,320 Outside WRCOG 169,784 33,899 877,360 72,079 229,264 55,702,689 57,085,075 TOTAL 794,554 295,477 2,236,924 247,951 1,031,023 56,928,638 61,534,566 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-17

VMT BY WRCOG TUMF ZONE
DAILY NON-HOME-BASED TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
To
From
Central 35,690 24,001 91,646 601 5,553 64,011 221,503
Hemet/San Jacinto 4,153 21,580 7,046 356 815 11,012 44,963 Northwest 14,054 4,945 196,077 238 1,525 145,596 362,435 Pass Area 3,596 9,936 8,951 900 129 17,502 41,014
Southwest 30,142 32,078 78,478 512 32,040 182,188 355,438 Outside WRCOG 29,918 25,804 353,089 2,217 5,906 3,934,909 4,351,844 TOTAL 117,553 118,344 735,288 4,825 45,970 4,355,218 5,377,197 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-18

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-UNIVERSITY TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
To
From
Central 1,799,333 331,707 1,246,839 150,237 725,077 2,074,041 6,327,234 Hemet/San Jacinto 419,876 828,755 285,137 155,667 345,759 1,006,889 3,042,083 Northwest 719,180 87,427 3,652,429 90,736 283,636 3,816,550 8,649,959 Pass Area 166,143 123,928 189,122 408,274 39,950 805,993 1,733,411 Southwest 823,445 350,410 894,926 84,115 3,062,054 3,170,545 8,385,495 Outside WRCOG 1,208,763 420,070 4,001,373 598,622 1,482,553 151,663,404 159,374,786 TOTAL 5,136,740 2,142,297 10,269,827 1,487,652 5,939,029 162,537,422 187,512,968 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-19

VMT BY WRCOG TUMF ZONE
TOTAL PEAK PERIOD TRIPS FOR ALL PURPOSES - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 373,364 119,251 639,446 100,864 284,454 1,576,209 3,093,588 Hemet/San Jacinto 172,286 134,504 208,376 88,310 169,783 827,421 1,600,680 Northwest 244,964 48,849 905,169 66,860 143,376 2,007,531 3,416,748 Pass Area 69,297 34,601 118,258 72,874 25,101 465,215 785,345 Southwest 346,327 152,164 600,641 69,322 654,211 2,572,563 4,395,228 Outside WRCOG 627,554 220,846 2,057,129 369,322 678,800 52,699,890 56,653,540 TOTAL 1,833,791 710,214 4,529,019 767,551 1,955,725 60,148,829 69,945,130 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-20

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-WORK TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 1,062,642 154,854 432,156 38,451 340,614 392,364 2,421,080 Hemet/San Jacinto 190,962 506,337 65,022 49,916 143,277 154,174 1,109,688 Northwest 352,592 31,203 1,941,227 19,896 116,947 1,347,877 3,809,741 Pass Area 73,295 60,143 56,197 230,606 12,927 245,844 679,013 Southwest 365,033 139,169 213,955 13,093 1,806,167 430,821 2,968,236 Outside WRCOG 473,253 165,371 1,354,389 176,377 669,783 64,072,996 66,912,168 TOTAL 2,517,777 1,057,076 4,062,946 528,338 3,089,715 66,644,076 77,899,927 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-21

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-OTHER TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 136,895 5,994 23,940 484 20,215 6,298 193,827
Hemet/San Jacinto 13,675 57,088 301 975 4,113 107 76,259 Northwest 23,198 110 237,602 33 2,279 66,566 329,788
Pass Area 1,880 2,406 139 26,717 7 9,600 40,749
Southwest 24,598 3,842 4,731 7 228,422 1,295 262,895
Outside WRCOG 6,723 624 64,150 5,947 16,481 6,271,751 6,365,676 TOTAL 206,969 70,065 330,863 34,163 271,517 6,355,617 7,269,194 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-22

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-SCHOOL TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 202,038 35,728 103,488 10,029 74,959 74,079 500,322 Hemet/San Jacinto 40,465 115,618 8,342 16,222 27,829 20,983 229,458 Northwest 89,752 4,817 459,879 3,793 19,949 335,223 913,414 Pass Area 19,244 20,136 9,751 77,216 1,839 73,705 201,892 Southwest 63,376 22,555 29,308 1,251 322,054 43,941 482,484 Outside WRCOG 88,138 21,358 372,582 45,519 113,947 26,519,796 27,161,341 TOTAL 503,012 220,212 983,351 154,031 560,578 27,067,727 29,488,911 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-23

VMT BY WRCOG TUMF ZONE
PEAK PERIOD NON-HOME-BASED TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 24,394 15,880 47,809 408 4,835 25,090 118,417
Hemet/San Jacinto 2,488 15,208 3,096 245 757 4,204 25,998 Northwest 8,674 2,448 108,552 155 1,085 59,353 180,268
Pass Area 2,428 6,642 4,777 861 76 11,629 26,412
Southwest 24,112 32,680 46,293 442 51,199 121,926 276,652 Outside WRCOG 13,096 11,872 153,123 1,456 3,543 2,098,971 2,282,060 TOTAL 75,191 84,731 363,649 3,568 61,494 2,321,174 2,909,807 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-24

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-UNIVERSITY TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 1,318,612 243,507 855,399 90,116 512,253 1,362,381 4,382,268 Hemet/San Jacinto 307,848 620,261 182,200 112,414 232,480 632,480 2,087,683 Northwest 514,466 58,795 2,686,245 50,935 187,731 2,945,148 6,443,318 Pass Area 125,325 101,371 126,342 322,595 27,752 586,766 1,290,151 Southwest 594,702 254,789 612,135 48,790 2,229,187 1,999,442 5,739,044 Outside WRCOG 857,986 292,176 2,897,700 380,089 960,617 114,223,362 119,611,929 TOTAL 3,718,939 1,570,899 7,360,021 1,004,939 4,150,019 121,749,579 139,554,395 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-25

VMT BY WRCOG TUMF ZONE
TOTAL OFF PEAK TRIPS FOR ALL PURPOSES - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 139,109 48,317 252,879 40,263 116,636 745,260 1,342,464 Hemet/San Jacinto 68,574 47,643 92,129 35,673 67,839 402,851 714,710 Northwest 98,150 23,283 337,214 28,227 65,852 940,673 1,493,399 Pass Area 28,513 15,183 50,763 26,317 12,905 221,065 354,746 Southwest 143,010 60,883 254,955 32,890 244,955 1,155,616 1,892,308 Outside WRCOG 302,064 116,183 938,244 166,464 326,211 21,226,888 23,076,054 TOTAL 779,420 311,492 1,926,184 329,834 834,398 24,692,353 28,873,681 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-26

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-WORK TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 817,753 121,802 362,911 33,093 271,714 415,042 2,022,315 Hemet/San Jacinto 161,868 374,441 65,747 46,266 116,874 172,568 937,763 Northwest 270,238 25,096 1,486,279 16,476 90,978 1,281,165 3,170,231 Pass Area 61,546 47,031 50,231 174,731 11,410 223,207 568,155 Southwest 303,367 111,492 202,017 12,889 1,405,767 465,133 2,500,666 Outside WRCOG 387,066 126,440 1,130,769 140,486 452,722 49,373,980 51,611,462 TOTAL 2,001,838 806,301 3,297,953 423,940 2,349,465 51,931,094 60,810,592 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-27

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-OTHER TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 37,552 1,684 7,015 142 5,504 2,210 54,106
Hemet/San Jacinto 4,077 15,458 110 341 1,168 42 21,196
Northwest 6,276 32 64,909 10 605 20,422 92,254
Pass Area 563 684 47 7,234 2 2,659 11,190
Southwest 6,927 1,090 1,449 3 62,653 584 72,705
Outside WRCOG 2,040 166 19,074 1,704 3,185 1,683,458 1,709,627 TOTAL 57,435 19,114 92,604 9,433 73,117 1,709,376 1,961,079 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-28

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-SCHOOL TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 299,738 55,092 169,871 16,381 115,948 153,204 810,234 Hemet/San Jacinto 70,174 166,706 18,278 29,966 46,159 47,597 378,880 Northwest 131,414 7,633 681,134 6,136 29,764 610,663 1,466,744 Pass Area 31,940 31,225 18,232 113,898 3,385 123,898 322,577 Southwest 104,433 36,376 55,746 2,580 484,258 98,486 781,879 Outside WRCOG 151,333 34,517 620,329 70,600 176,455 39,604,640 40,657,873 TOTAL 789,032 331,549 1,563,590 239,561 855,969 40,638,488 44,418,188 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-29

VMT BY WRCOG TUMF ZONE
OFF PEAK NON-HOME-BASED TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 24,461 16,612 62,722 237 2,451 46,666 153,148
Hemet/San Jacinto 3,155 16,013 5,936 169 440 9,422 35,134 Northwest 8,389 2,752 116,708 85 532 92,226 220,691
Pass Area 2,763 7,248 7,069 416 50 15,937 33,483
Southwest 36,965 44,949 97,968 427 31,554 279,623 491,486 Outside WRCOG 15,482 14,869 189,285 835 2,045 2,334,396 2,556,912 TOTAL 91,214 102,442 479,690 2,170 37,070 2,778,268 3,490,855 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-30

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-UNIVERSITY TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 3,117,946 575,214 2,102,238 240,353 1,237,329 3,436,422 10,709,502 Hemet/San Jacinto 727,723 1,449,016 467,337 268,082 578,239 1,639,369 5,129,767 Northwest 1,233,645 146,222 6,338,674 141,671 471,367 6,761,699 15,093,278 Pass Area 291,468 225,299 315,464 730,869 67,702 1,392,759 3,023,562 Southwest 1,418,147 605,199 1,507,061 132,904 5,291,241 5,169,987 14,124,539 Outside WRCOG 2,066,749 712,246 6,899,073 978,711 2,443,170 265,886,766 278,986,715 TOTAL 8,855,679 3,713,196 17,629,848 2,492,590 10,089,048 284,287,001 327,067,363 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-31

VMT BY WRCOG TUMF ZONE
TOTAL DAILY TRIPS FOR ALL PURPOSES - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
To
From
Central 512,473 167,568 892,325 141,127 401,091 2,321,469 4,436,052 Hemet/San Jacinto 240,860 182,148 300,505 123,983 237,623 1,230,272 2,315,390 Northwest 343,114 72,132 1,242,383 95,087 209,228 2,948,204 4,910,147 Pass Area 97,810 49,784 169,021 99,191 38,005 686,279 1,140,090 Southwest 489,337 213,047 855,596 102,212 899,166 3,728,179 6,287,536 Outside WRCOG 929,618 337,029 2,995,373 535,786 1,005,010 73,926,778 79,729,594 TOTAL 2,613,211 1,021,707 6,455,203 1,097,385 2,790,123 84,841,182 98,818,811 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-32
Central Hemet/San
Jacinto Northwest Pass Area Outside

WRCOG TOTAL

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-WORK TRIPS ONLY - 2045 NO BUILD
Southwest
To
From
Central 1,880,395 276,656 795,067 71,544 612,328 807,406 4,443,395 Hemet/San Jacinto 352,830 880,778 130,769 96,181 260,151 326,742 2,047,451 Northwest 622,829 56,299 3,427,506 36,372 207,925 2,629,041 6,979,972 Pass Area 134,842 107,173 106,427 405,337 24,337 469,052 1,247,168 Southwest 668,400 250,661 415,972 25,982 3,211,934 895,954 5,468,902 Outside WRCOG 860,319 291,810 2,485,158 316,863 1,122,505 113,446,976 118,523,630 TOTAL 4,519,614 1,863,377 7,360,898 952,278 5,439,180 118,575,170 138,710,519 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-33

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-OTHER TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
To
From
Central 174,447 7,678 30,955 627 25,718 8,507 247,933
Hemet/San Jacinto 17,752 72,546 411 1,316 5,281 149 97,455 Northwest 29,474 142 302,511 43 2,884 86,988 422,042
Pass Area 2,443 3,091 186 33,950 9 12,260 51,939
Southwest 31,524 4,932 6,180 10 291,076 1,879 335,600
Outside WRCOG 8,764 790 83,223 7,651 19,666 7,955,209 8,075,303 TOTAL 264,404 89,179 423,467 43,596 344,634 8,064,992 9,230,272 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-34

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-SCHOOL TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
To
From
Central 501,776 90,820 273,360 26,410 190,907 227,284 1,310,557 Hemet/San Jacinto 110,639 282,324 26,620 46,188 73,988 68,580 608,338 Northwest 221,166 12,450 1,141,014 9,929 49,713 945,886 2,380,158 Pass Area 51,183 51,361 27,984 191,114 5,224 197,603 524,469 Southwest 167,809 58,931 85,053 3,831 806,312 142,426 1,264,363 Outside WRCOG 239,471 55,876 992,911 116,119 290,402 66,124,436 67,819,215 TOTAL 1,292,044 551,761 2,546,941 393,592 1,416,547 67,706,215 73,907,099 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-35

VMT BY WRCOG TUMF ZONE
DAILY NON-HOME-BASED TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
To
From
Central 48,855 32,492 110,531 645 7,286 71,756 271,565
Hemet/San Jacinto 5,642 31,221 9,033 414 1,197 13,626 61,132 Northwest 17,063 5,200 225,260 240 1,617 151,579 400,959 Pass Area 5,191 13,890 11,846 1,278 126 27,566 59,896
Southwest 61,077 77,629 144,261 870 82,752 401,549 768,138 Outside WRCOG 28,578 26,741 342,408 2,292 5,587 4,433,366 4,838,972 TOTAL 166,406 187,172 843,339 5,738 98,564 5,099,442 6,400,662 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-36

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-UNIVERSITY TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

K-1
Appendix K - Residential Fee Calculation

In general, the fee for the TUMF program is calculated based on the following formula:

Applying this formula, Unit Cost Assumptions for the various eligible TUMF project types are used to estimate the overall cost to improve the TUMF Network as described in the TUMF Nexus Study. The resultant network improvement cost is then divided proportionally between various residential and non-residential development categories such that each new development type contributes its ‘fair share’ to the program. Any change in one formula variable has a related impact on the overall TUMF fee, although it is important to note that the resultant impact to the overall fee is not necessarily directly proportional to the formula variable change due to the intricacies of the fee calculation.

The residential fee was calculated by multiplying the estimated TUMF Network improvements cost attributable to mitigating the cumulative regional impacts of new development (Section 4.0) by the proportion of all regional trips that are generated by residential land uses (Section 5.3), and dividing this number by the projected increase in residential units between 2018 and 2045 (Table 2.3).

To account for the difference in trip generation rates between single-family residential units and multi-family residential units, the fee value was normalized for each of these housing types by first multiplying the proposed growth in households between 2018 and 2045 by the existing proportional share of each household type, and then multiplying the resultant values by the respective trip generation rate as published in the Institute of Traffic Engineers Trip Generation Manual, Eleventh Edition, 2021. The respective uniform fee values are presented in Section 6.1 . Exhibit K-1 details the calculation of the uniform single-family and multi-family residential fees (and non-residential fees).

On September 28, 2021, California Governor Gavin Newsome signed Assembly Bill 602 (AB 602) approving several changes to the Mitigation Fee Act, including the additional of §66016.5 to the California Government Code (CGC). §66016.5(a)(5)(A) states “A nexus study adopted after July 1, 2022, shall calculate a fee imposed on a housing development project proportionately to the square footage of proposed units of the development.…” unless certain findings are made. These findings include:

“(i) An explanation as to why square footage is not appropriate metric to calculate fees imposed on housing development project.
(ii) An explanation that an alternative basis of calculating the fee bears a reasonable relationship between the fee charged and the burden posed by the development.

Unit Cost Assumptions x Recommended Network Improvements Change in Residential and Non-Residential Development
= TUMF

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

K-2
(iii) That other policies in the fee structure support smaller developments, or otherwise ensure that smaller developments are not charged disproportionate fees.”

To address these provisions of AB 602, WRCOG analyzed the trip generation characteristics of both single-family and multi-family housing units of various sizes to determine whether there was a variation in trip generation rates based on housing unit size substantiating that TUMF should be imposed based on the square footage of the respective housing type. The findings of the analyses for single-family and multi-family, respectively, were summarized in technical memoranda that are included as Exhibit K- 2 for single-family residential units, and Exhibit K-3 for multi-family residential units.

The findings of the analysis of single-family residential units, as presented in Exhibit K-2, indicates that the trip generation rates for these units do vary by housing size, especially for units of 2,500 square feet or less. The findings also noted that variations in trip generation characteristics tended to be more closely correlated to total household population, number of children and number of workers.

Figure 9 in Exhibit K-2 illustrates Daily Vehicle Trips per Median Square Footage for Single-Family housing units. The figure generally reflects a linear increase in trip generation rate as housing size increases until the unit size reaches between 2,500 and 2,900 square feet, after which the trip generation rate stabilizes at approximately 10 to 12 trips per day. The figure also indicates some clustering of trip generation rates for housing units below 1,800 square feet, and similarly for housing units between 1,800 and 2,300 square feet. Based on these findings, WRCOG has determined that the fee for single-family residential units should be adjusted in four tiers to correlate to the trip generation characteristics associated with various ranges of single-family housing sizes to demonstrate compliance with AB 602.

To develop these tiers, WRCOG reviewed all single-family permits for which TUMF was assessed in the 2022/2023 Fiscal Year, which totaled 3,875 permits. These permit data indicated the square footage for these units ranged from 900 square feet to over 10,000 square feet with the majority of the units being between 1,800 square feet and 3,000 square feet. According to these data, the average square footage of these units was 2,300 square feet. WRCOG then examined the permit distribution to determine how units of various sizes should be grouped for the purposes of assessing TUMF to account for variations in the trip generation rates for single-family residential units of different sizes. An analysis of the different home sizes determined that it would be reasonable to stratify the home sizes into four tiers as presented in Table K.1. As indicated in Table K.1, approximately ½ of all single-family permits fall into Tier 1 and Tier 2 while the remaining ½ fall into Tier 3 and Tier 4.

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

K-3
Table K.1 – Single-Family Residential Unit Size Distribution in Western Riverside County (based on FY 2022/2023 Single-Family Residential Unit Permits Issued in Western Riverside County)

Home Size Range (square feet) Number of Permits Percentage of Permits Less than or equal to 1,800 451 12%
1,801 to 2,300 1,409 36%
2,301 to 2,700 1,121 29%
More than 2,700 894 23%
Total 3,875 100%

The tiers reflecting the adjustments to the standard uniform single-family residential fee per dwelling unit (as calculated in Table 6.1) for differing ranges of single-family unit sizes are summarized in Table K.2. Consistent with §66016.5(a)(5)(A), the adjustments to the standard single-family residential fee for each tier is roughly proportional to the relative trip generation rates for the units of varying sizes described in each tier. Furthermore, the assessment of the single-family residential fee at the adjusted levels would result in a roughly proportional fee collection for all single-family residential units compared to the assessment of a standard uniform fee across all single-family residential units. This ensures that new single-family residential units continue to contribute their fair share towards the cost of mitigating the cumulative regional impact of new development on the regional transportation system thereby maintaining the program nexus outlined in this document and represented by the fee schedule presented in Table 7.1.

Table K.2 – Single-Family Residential Fee Adjustments by Unit Size

Adjustment Tier Housing Unit Size Range (in square feet) Standard Fee Adjustment Tier 1 Less than or equal to 1,800 80%
Tier 2 1,801 to 2,300 90%
Tier 3 2,301 to 2,700 100%
Tier 4 More than 2,700 125%

Exhibit K-3 presents the findings for multi-family housing units. For multi-family residential units, the results indicate little variation in trip generation rates across the range of multi- family residential unit sizes prompting WRCOG to determine that the fee for multi-family residential units would be most appropriately imposed uniformly across all multi-family dwelling units, regardless of their size.

EXHIBIT K-1 Western Riverside County TUMF Estimate
by Percent of TUMF Share Weighted by PM Peak Hour Trip Generation Rate Based on Needed Improvements to the Regional System of Highways and Arterials 2018 2045 Change
Single Family Residential 397,407 564,898 167,491 0.99 165,816 78.6% $15,476 Multi Family Residential 157,166 247,501 90,335 0.50 45,168 21.4% $7,816 Total 554,573 812,399 257,826 210,984 100.0%
2018 2045 Change
Industrial 169,334 245,915 76,581 0.6 45,949 15.1% 61,489,565 $2.33 Retail 73,814 86,929 13,115 1.8 23,607 7.8% 6,557,500 $11.21 Service 308,703 482,958 174,255 1.2 209,106 68.8% 66,735,957 $9.76 Government/Public Sector 18,569 30,640 12,071 2.1 25,349 8.3% 3,420,665 $23.07 Total 570,420 846,442 276,022 304,011 100.0% 138,203,688 Notes:
- trip generation rates based on ITE Trip Generation 11th Edition (2021) rates for weekday PM peak hour by generator trip ends - residential formula: [(TUMF cost share)(residential share of VMT) / (change in housing units)] * (percentage of trip change) - non-residential formula: [(TUMF cost share)(non-residential share of VMT) / (change in SF of GFA)] * (percentage of trip change) Calculation Inputs:
residential share of daily VMT 77.7%
non-residential share of daily VMT 22.3%
total regional mitigation cost $5,283,909,000
existing obligated improvement funding $382,886,000
unfunded existing need cost $646,931,000
MAX TUMF VALUE $4,244,608,000
MAX TUMF SHARE 80.3%
Residential Value $3,298,060,000
Non-Residential Value $946,548,000
PM Peak Hour Trip
Generation Rate
Change in SF of
GFA
PM Peak Hour Trip
ChangeResidential
Non-Residential
Employees
Dwelling Units PM Peak Hour Trip
Generation Rate Fee/DU
Percentage of PM
Peak Hour Trip
Change
PM Peak Hour Trip Change
Percentage of PM
Peak Hour Trip
Change
Fee/SF of GFA

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

EXHIBIT K-2

[Single-Family] Residential Trip Generation Memorandum
Fehr & Peers, November 16, 2022

Choose an item.

Memorandum

Date: November 16, 2022
To: Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG From: Mike Wallace, Eleanor Hunts, and Jason Pack – Fehr & Peers Subject: WRCOG Residential Trip Generation
Contract No. 2022-65-1400-004 / Task Order No. 2022-65-1400-004-003 OC22- 0864
This memo summarizes the goals, data and analysis, key findings, and recommendations relating to the evaluation of vehicle trip generation and residential development characteristics.

Specifically, this memo is intended to inform the Transportation Uniform Mitigation Fee (TUMF) guidelines on the relationship between residential trip generation and home size (square footage) as prescribed in California Assembly Bill 602 (AB 602). This draft memo will be followed-up with a phone call to discuss the recommendations and the memo will be revised and finalized based on the call.

Key Findings
Questions answered through the analysis and the findings are listed below. • Is home size a key predictor of residential vehicle trip generation? Yes, for homes of 2,500 square feet or less the trips increase with the larger home size. After 2,500 square feet the number of trips stay constant with home size, all else being equal. • Are there other characteristics that have a higher predictive relationship than home size? Yes, the trip generation increases with the total household population, average number of children, and average number workers. Home size accounts for approximately 50% of the increase in home size for homes less than 2,500 square feet with the remaining 50% explained by multiple factors of the people within the home.
• Does the location (i.e. TUMF zone) change the relationship of home size or the other characteristics? No, the home location may influence the size, number of people, or household income, and/or the distance the trips travel, but does not influence the trips generated.

Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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• Are there recommended changes to the TUMF based on the findings? If so, what is the potential impact to the TUMF collection and home owners? Yes, it is recommended that smaller homes pay a fee based on home size. The appropriate fee should be evaluated by the TUMF fee consultant to determine the potential impact to fee collected compared to the current fee expectation. Smaller homes paying less could potentially make home ownership less expensive overall compared to larger homes.

Data Collection
This section describes the data that were used to evaluate the trip generation. Specifically, the identification and selection of study areas, method for obtaining and results of the travel activity, and collection of residential characteristics.

Study Area Selection
To determine the home characteristics that might influence trip generation, representative residential neighborhoods in each of the TUMF zones were identified. The criteria used for selecting neighborhoods included the following:
• Residential land use could be isolated from other uses • Minimal cut through traffic
• As close to Census Blocks or Block Groups as possible to obtain demographic information • Minimal construction activity that would change the number of units • Diverse home size, household income

Based on local knowledge, aerial photos, Census geography, and home information from Zillow, WRCOG staff identified a preliminary list of potential study locations in each TUMF zone. Through discussions and review of each location, Fehr & Peers narrowed down the list of study locations to 23 neighborhoods, shown on Figure 1.

Travel Activity
StreetLight Data from smart phones were collected at 23 residential neighborhoods shown on Figure 1 were collected for trips that started or ended within each neighborhood. This method excluded trips that cut through the neighborhood. To avoid holidays, vacations, and to reflect travel when school is in session, data from March 1st through April 30th and September 1st through October 31st for all weekdays in 2019 were collected to represent the average vehicle trips per day for all homes within each study area.

Since StreetLight Data are based on location-based services (LBS) derived from cellular phone applications, 48-hour traffic counts were conducted at eight of the 23 study area locations as a point of comparison. The eight representative count locations were selected to have at least one Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

Page 3 of 13 ends

location in each TUMF zone, minimize the number of roadways accessing the land use, and to allow the most accurate representation of trips associated with the residential homes without capturing cut through traffic. The eight locations where 48-hour counts were collected are shown on Figure 2.

As shown on Figure 3, the 48-hour traffic count variation from day to day and the StreetLight Data average are very similar, giving confidence that the StreetLight Data for all study areas would be representative.

Residential Characteristics
The number of homes and characteristics for the homes within each study area were obtained from multiple sources, as summarized in Table 1. To identify outliers and the range of values for each variable that would be used to estimate the trip generation, plots of each study location by TUMF zone were developed and are summarized below with reference to the appropriate figure. • Figure 4 – Median Square Footage: good distribution across study areas and within each TUMF zone
• Figure 5 – Average Persons per Household: good distribution across study areas and within each TUMF zone
• Figure 6 – Average Children per Household: good distribution across study areas and within each TUMF zone, including one study area that has very high children per household and another study area that has very low children per household • Figure 7 – Average Workers per Household: good distribution across study areas and within each TUMF zone
• Figure 8 – Median Cost per Square Foot: good distribution across study areas and within each TUMF zone
Based on the review of each variable, the range across the study areas and within each TUMF zone are appropriate for use in the trip generation analysis.

Trip Generation Results
The StreetLight Data daily vehicle trips were used to visually display the relationship of each home characteristic for each study area and within each TUMF zone. The appropriate figure number and conclusion for the relationship are listed below.
• Figure 9 – Daily Vehicle Trips per Median Square Footage: slight increase in vehicle trips as median square footage increases
• Figure 10 – Daily Vehicle Trips per Average Persons per Household: slight increase in vehicle trips as total number of people per household increases Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

Page 4 of 13 ends

• Figure 11 – Daily Vehicle Trips per Average Children per Household: slight increase in vehicle trips as average number of children per household increases • Figure 12 – Daily Vehicle Trips per Average Workers per Household: slight increase in vehicle trips as average number of workers per household increases • Figure 13 – Daily Vehicle Trips per Median Cost per Square Foot: no clear relationship between average number of workers and trip generation

In addition to visual representations of the data, statistical analysis was performed to obtain the correlation between the variables to daily vehicle trips and to determine the regression equations.

Figure 16 – Correlation Matrix for All Variables: the correlation values in the green box for average and median home size of 0.7 indicate a strong positive correlation and mean as home size increases the number of trips increase. The correlation value of 0.7 results in an R-square of

0.49, meaning nearly half of the increase in trip generation is related to home size.

Based on Figures 10 and 11, the relationship between trip generation appeared to be linear, with the relationship possibly changing around 2,500 square feet. The linear regression analysis of average home size was performed for all home sizes, homes 2,500 square feet or smaller, and homes larger than 2,500 square feet. The results of the analysis are summarized in Table 2 . The results show for home sizes of 2,500 square feet or less, the influence of the home size (represented by the coefficient) is nearly double that when all home sizes are included in the regression. The nearly zero coefficient and very high constant for the regression of home sizes above 2.500 square feet indicate that the trip generation is nearly constant for homes above 2,500 square feet.

Recommendations and Next Steps
Although home characteristics other than square footage have a slight increase in trip generation, the ability to forecast or control all of the characteristics other than home square footage is very difficult. Based on the results of trip generation and discussions with WRCOG regarding the feasible size of homes being constructed in the region, WRCOG will work with the TUMF fee consultant to identify and recommend appropriate fee adjustments based on square footage. ��
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Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

Page 7 of 13 ends

Figure 3 – Comparison of Individual Traffic Counts and StreetLight Data Average

Note: Red and green are the two days of manual count collection and blue are the StreetLight Data average. The BG number corresponds to the number on Figure 2.

Figure 4 – Median Square Footage

Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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Figure 5 – Average Persons per Household

Figure 6 – Average Children per Household

Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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Figure 7 – Average Workers per Household

Figure 8 – Median Cost per Square Foot

Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

Page 10 of 13 ends

Figure 9 – Daily Vehicle Trips per Median Square Footage

Figure 10 – Daily Vehicle Trips per Average Persons per Household

Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

Page 11 of 13 ends

Figure 11 – Daily Vehicle Trips per Average Children per Household

Figure 12 – Daily Vehicle Trips per Average Workers per Household

Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

Page 12 of 13 ends

Figure 13 – Daily Vehicle Trips per Median Cost per Square Foot

Figure 14 – Correlation Matrix for All Variables

Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

Page 13 of 13 ends

Table 1: Residential Home Data and Sources
Value Source
Median Home Size Zillow
Average Home Rooms Zillow
Average Household Population ACS 5 year and 1 year
Average Number of Children ACS 5 year and 1 year
Average Number of Workers ACS 5 year and 1 year
TUMF Zone WRCOG
Average Household Income ACS 5 year and 1 year

Table 2: Daily Total Vehicle Trip Regression Equation Summary Home Size Variable Coefficient Constant R-Squared
All home sizes
Median Home Size (KSF) 2.26 4.22 0.507
Homes 2.5 KSF or smaller
Median Home Size (KSF) 4.11 1.22 0.553
Homes over 2.5 KSF
Median Home Size (KSF) -0.3 11.57 0.007
Notes: KSF= Thousand Square Feet

Regression Equations
All home sizes.

Daily total vehicle trips = 2.26 * Median Home Size in Thousand Square Feet + 4.22

Homes l 2. 5 0 thousand square feet or less.

Daily total vehicle trips = 4.11 * Median Home Size in Thousand Square Feet + 1.22

Homes more than 2.50 thousand square feet.

Daily total vehicle trips = -0.3 * Median Home Size in Thousand Square Feet + 11.57

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

EXHIBIT K-3

Multi-Family Residential Counts and Trip Generation Memorandum Fehr & Peers, May 12, 2023

3750 University Avenue | Suite 225 | Riverside, CA 92501 | (951) 274-4800 | Fax (951) 684-4324 www.fehrandpeers.com
Memorandum

Date: May 12, 2023
To: Christopher Gray - WRCOG
Chris Tzeng – WRCOG
From: Jason D. Pack, P.E.

Delia Votsch, P.E.

Raymond Poss
Subject: DRAFT TUMF Multifamily Residential Counts and Trip Generation Task Order No. 2022-65-1400-004-007
OC23-0955
This memorandum summarizes the goals, data collection and analyses, key findings, and recommendations regarding the evaluation of multifamily development characteristics and trip generation. This memo is intended to inform the Western Riverside Council of Governments (WRCOG) Transportation Uniform Mitigation Fee (TUMF) guidelines on the relationship between multifamily trip generation, number of bedrooms per dwelling unit, and average size of dwelling unit.

Key Findings
Questions answered through the data analyses and findings are listed below.  Are the size of the dwelling unit or number of bedrooms in a dwelling unit key predictors of residential multifamily trip generation? No, the size of dwelling unit nor the number of bedrooms in a dwelling unit are key predicters of trip generation.  Are there other characteristics that have a higher predictive relationship than the number of dwelling units? No, the number of dwelling units has the highest predictive relationship.
 Are there recommended changes to the TUMF program or fee calculations based on the findings? If so, what is the potential impact to the TUMF collection process and to developers? No, it is not recommended that TUMF be updated from basing multifamily development fees on number of dwelling units.

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

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Background
Western Riverside Council of Governments (WRCOG) provides local roadway funding in part through collection of fees through the Transportation Uniform Mitigation Fee (TUMF) program as part of new developments. These fees vary based on the level of impact the new development will have on traffic as determined by the characteristics of the development. The impact fee for multifamily residential developments is currently determined by the number of dwelling units (DUs).

As required by new state legislature (AB-602), agencies are required to account for the size of the dwelling unit when developing impact fees. As such, Fehr & Peers was contracted to evaluate the relationship between trips generated by multifamily apartment complexes to determine if attributes other than number of dwelling units, including number bedrooms per dwelling unit and average size of dwelling unit, significantly affect trip generation.

Data Collection
This section describes the data used to evaluate multifamily trip generation, including the selection of locations and methods for collecting trip data, apartment characteristics, and regional Census data.

Study Selection Area
To evaluate the effect of dwelling unit size and number of dwelling unit bedrooms on multifamily trip generation, the following criteria were used to select the apartment complexes within Western Riverside County:
 Minimum of one complex per TUMF Zone (five zones total)  Complexes not within a Transit Priority Area (TPA)
 Complexes not near a college or university
Through discussions and review of each location with WRCOG, Fehr & Peers narrowed the study locations to 12 multifamily apartment complexes as shown on Figure 1.

Travel Activity
Trips were observed at each of the 12 complexes by collecting vehicle counts during typical weekdays at each driveway over a three-day period. Trip observations for each complex were averaged over the three-day period and summarized below in Table 1 for Daily, AM Peak Period, and PM Peak Period counts. Raw data counts taken over the three-day period can be found Appendix A.
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Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

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Table 1: Multifamily Complex Trip Observations
Study
Site # Location Name
Daily Trips AM Peak PM Peak
Trips % In % Out Trip
Rate In % Out % Trip
Rate In % Out %
1 Oakwood
Apartments 2,089 50% 50% 168 40% 60% 170 56% 44%
2 Springbrook Park
Apartments 841 50% 50% 68 34% 66% 69 58% 42%
3 Vista Springs
Apartments 1,117 49% 51% 106 36% 64% 82 55% 45%
4 Vesada
Apartment
Homes
1,625 50% 50% 126 35% 65% 126 62% 38%
5 Morning Ridge
Apartments 1,130 51% 49% 88 30% 70% 102 59% 41%
6 Stonegate
Apartments 952 56% 44% 67 42% 58% 81 64% 36%
7 River's Edge
Apartment
Homes
1,045 50% 50% 93 34% 66% 91 57% 43%
8 Mayberry Colony
Apartments 616 50% 50% 49 39% 61% 54 52% 48%
9 Summit Ridge
Apartments 777 50% 50% 67 39% 61% 57 54% 46%
10 Riverdale
Apartments 737 50% 50% 65 32% 68% 67 57% 43%
11 Parkridge
Meadows
Apartments
744 50% 50% 58 34% 66% 54 63% 37%
12 Hunt Club
Apartments 1,422 51% 49% 143 36% 64% 106 60% 40%
Source: Fehr & Peers (2023)

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

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Residential Characteristics
Apartment characteristics, listed below, were obtained from a variety of sources, including conversations with apartment leasing agents, property webpages, Census data, Zillow.com, and the Assessor’s Office of Riverside County web page.
 Number of dwelling units
 Number of apartment styles (i.e., number of one-bedroom units, two-bedroom units, etc.)  Average size (square footage) of dwelling units
 Average number of bedrooms per dwelling unit
 Median monthly household income by Census Tract
 Average number of persons per household by Census Tract  Proximity to nearest public school
The average size of each dwelling unit was calculated by dividing the total size of all combined dwelling units by the total number of dwelling units. Similarly, the average number of bedrooms per dwelling unit were calculated by dividing the total number of bedrooms by the number of dwelling units. These apartment characteristics are shown below in Table 2. Specific information related to each apartment complex are provided in Appendix B.

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

Page 6 of 14 ends

Table 2: Apartment Characteristics
Study
Site # Location Name # of
DUs
Average
Size of DU
(Sq. Ft.)
Average
Number of
Bedrooms
Median
Monthly
Household
Income
(Dollars)
Average #
of Persons
per
Household
Proximity
to
Nearest
School
(Mi)
1 Oakwood
Apartments 241 1,040 3.0 $65,240 3.92 0.2
2 Springbrook Park
Apartments 112 955 2.0 $77,148 3.6 0.5
3 Vista Springs
Apartments 212 822 1.5 $74,333 3.3 0.7
4 Vesada Apartment
Homes 261 938 1.7 $79,199 4.53 1.1
5 Morning Ridge
Apartments 200 850 1.6 $63,279 2.73 0.6
6 Stonegate
Apartments 160 802 1.5 $68,250 3.14 0.7
7 River's Edge
Apartment Homes 184 918 1.5 $78,222 3.74 0.4
8 Mayberry Colony
Apartments 89 896 1.6 $51,653 3.71 0.7
9 Summit Ridge
Apartments 80 529 2.5 $43,100 3.47 0.3
10 Riverdale
Apartments 96 1,015 2.6 $87,532 4.33 0.3
11 Parkridge
Meadows
Apartments
88 771 2.0 $74,886 3.53 0.1
12 Hunt Club
Apartments 203 962 2.0 $58,200 4.5 0.8
Sources: Fehr & Peers (2023), U.S. Census Bureau 5-Year American Community Survey (2016-2021), Zillow.com (2023), Riverside County Assessor (2023)

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

Page 7 of 14 ends

Trip Generation Analysis
Using the data described above, a statistical analysis, including a regression and correlation assessment, was performed to evaluate if a statistically significant relationship exists between multifamily trip generation and the following variables to determine if an update to the development fee calculation was justified.
 Number of dwelling units
 Average size of dwelling units
 Average number of bedrooms per dwelling unit
 Median monthly income
 Average number of persons per household
 Proximity to nearest public school
Correlation Analysis
A correlation analysis was also performed to determine if a one-to-one relationship exists between daily trip generation and an apartment characteristic listed above. Figure 2, below, shows the results of the correlation analysis, with darker green cells representing a stronger, positive correlation.

The correlation analysis indicates that daily trip generation has a strong, positive correlation with the number of dwelling units and a moderate, positive correlation with average size of dwelling unit. All other variables are indicated to have a weak or very weak positive correlation with trip generation.

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

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Figure 2: Trip Generation Correlation Matrix
Total
Vehicles
# of
DUs
Average #
of
Bedrooms
per DU
Average
DU Size
(Sq. Ft.)
Median
Monthly
Income
Average
Household
Size
Proximity
to
Nearest
School
Total
Vehicles 1.00 0.87 0.29 0.46 0.06 0.34 0.21
# of DUs 0.87 1.00 -0.17 0.43 0.20 0.18 0.51
Average #
of
Bedrooms
per DU

0.29 -0.17 1.00 0.13 -0.09 0.36 -0.60
Average
DU Size
(Sq. Ft.)

0.46 0.43 0.13 1.00 0.55 0.51 0.16
Median
Monthly
Income

0.06 0.20 -0.09 0.55 1.00 0.25 -0.02
Average
Household
Size

0.34 0.18 0.36 0.51 0.25 1.00 0.21
Proximity
to Nearest
School

0.21 0.51 -0.60 0.16 -0.02 0.21 1.00
Source: Fehr & Peers (2023)
Regression Analysis
An ordinary least squares regression at a 95% confidence interval was performed on the above variables against daily trip generation to screen out variables that yielded statistically insignificant results. The results of the first regression are shown in Table 3.

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

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Table 3: Regression Results
Variable P-Value1 Statistically Significant
Number of dwelling units <0.05 Yes
Average size (square footage) of
dwelling units
>0.05 No
Average number of bedrooms per
dwelling unit
<0.05 Yes
Median monthly household
income
>0.05 No
Average number of persons per
household
>0.05 No
Proximity to nearest public school >0.05 No
Source: Fehr & Peers (2023)

1. P-Values < 0.05 are considered statistically significant. P-Values > 0.05 are considered statistically insignificant.

A subsequent regression was run with the least statistically significant (highest P-value) variable removed. This process was repeated until all remaining variables yielded statistically significant P- values (less than 0.05), resulting in the number of dwelling units and average size of dwelling unit as the remaining variables. The P-Values for these variables are shown below in Table 4.

Table 4: Filtered Regression Results
Variable P-Value1 Statistically Significant
Number of dwelling units 4.8x10-07 Yes
Average size (square footage) of
dwelling units

0.0002 Yes
Source: Fehr & Peers (2023)

1. P-Values < 0.05 are considered statistically significant. P-Values > 0.05 are considered statistically insignificant.

The regression analysis indicates that number of dwelling units and average size of dwelling unit are statistically significant predictors of multifamily trip generation .

To validate these results, a forward stepwise regression was also completed. A forward stepwise regression is completed by beginning with no variables in the model, and then adding them one at a time based on which has the smallest p-value when tested one at a time. This isolates any possible relationships between the variables and further helps confirm if the vehicle trip rate has a statistically valid correlation to the variables tested.

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

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Table 5: Forward Stepwise Regression Results
Variable Relationship Rank1 P-Value2 Statistically
Significant
Average size (square footage) of dwelling units 4 0.377 Yes Average number of bedrooms per dwelling unit 1 0.0008 No Median monthly household income 3 0.249 Yes
Average number of persons per household 5 0.509 Yes
Proximity to nearest public school 2 0.0239 No
Source: Fehr & Peers (2023)

1. Relationship rank indicates which variable has the strongest correlation with daily vehicle trip rate.

2. P-Values < 0.05 are considered statistically significant. P-Values > 0.05 are considered statistically insignificant.

As noted in Table 5, the variables with the strongest relationship to daily vehicle trip rate (number of bedrooms and distance to nearest school) are not statistically significant.

Trip Generation Results
In both the regression and correlation analyses, the number of dwelling units was found to be the strongest predictor of daily trip generation. All other variables had positive but weaker correlations to daily trip generation, and none were found to be statistically significant predictors of multifamily daily trip generation under both regression analyses.

Table 6: Summary of Trip Generation Results
Variable Overall Relationship
Ranking1
Statistically Significant
Filtered Regression Forward Regression
Number of Dwelling Units 1 Yes Yes
Average number of bedrooms
per dwelling unit 2 Yes No
Proximity to nearest public school 3 No No
Average size (square footage) of
dwelling units 4 No Yes
Average number of persons per
household 5 No Yes
Median monthly household
income 6 No Yes
Source: Fehr & Peers (2023)

1. Overall relationship rank indicates which variable has the strongest relationship with daily vehicle trip rate under the correlation and forward stepwise regression analyses.

Christopher Gray and Chris Tzeng, WRCOG
May 12, 2023

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Recommendations and Next Steps
The results of this statistical analysis indicate that the best predictor of trip generation for multifamily apartment complexes in Western Riverside County is the number of dwelling units (the current basis for development fee calculation). Although other variables showed a positive correlation with trip generation, none yielded as strong a relationship. Based on this statistical analysis, it is not recommended that these other variables be incorporated into the TUMF program.

Christopher Gray and Chris Tzeng, WRCOG
May 2, 2023

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Appendix A: Three-Day Trip
Observations

A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS79 Southern Dwy east of Perris.

AM PM
T I M E 12345 T O T A L T i m e 12345 T O T A L
0:00 10000 1 12:00 10000 1
0:15 00000 0 12:15 00000 0
0:30 10000 1 12:30 10100 2
0:45 00000 0 12:45 01000 1
1:00 10000 1 13:00 00000 0
1:15 00000 0 13:15 00000 0
1:30 10000 1 13:30 00000 0
1:45 00000 0 13:45 20000 2
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 10000 1
3:15 00000 0 15:15 02000 2
3:30 10000 1 15:30 22000 4
3:45 00000 0 15: 45 20000 2
4:00 00000 0 16:00 10000 1
4:15 00000 0 16:15 20000 2
4:30 00000 0 16:30 10000 1
4:45 00000 0 16:45 00000 0
5:00 00000 0 17:00 20000 2
5:15 10000 1 17:15 00000 0
5:30 00000 0 17:30 10000 1
5:45 00000 0 17:45 10000 1
6:00 10000 1 18:00 00000 0
6:15 00000 0 18:15 20000 2
6:30 00000 0 18:30 10000 1
6:45 00000 0 18:45 00000 0
7:00 10000 1 19:00 31000 4
7:15 03000 3 19:15 00000 0
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 10000 1
8:00 00000 0 20: 00 00000 0
8:15 00000 0 20:15 10000 1
8:30 00000 0 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 20000 2 21:15 10000 1
9:30 21000 3 21:30 10000 1
9:45 00000 0 21:45 00000 0
10:00 11000 2 22:00 10000 1
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 10000 1
10:45 10000 1 22:45 00000 0
11:00 10000 1 23:00 00000 0
11:15 10000 1 23:15 00000 0
11:30 00000 0 23:30 00000 0
11:45 10000 1 23:45 00000 0
TOTAL 1 75000 2 2 TOTAL 2 96100 3 6
AM PEAK HOUR 9:15 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 7 AM PEAK VOLUME 9
CLASS 1 CARS TOTAL: AM+PM 46 11 1 0 0 58
CLASS 2 2-AXLE TRUCKS % OF TOTAL 79.3% 19.0% 1.7% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 1 3 0 0 0 4
CLASS 4 4-AXLE TRUCKS 5 0 0 0 0 5
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 1 - Oakwood Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS79 Southern Dwy east of Perris.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 10000 1
0:15 00000 0 12:15 00000 0
0:30 10000 1 12:30 10100 2
0:45 00000 0 12:45 00000 0
1:00 10000 1 13:00 01000 1
1:15 00000 0 13:15 00000 0
1:30 10000 1 13:30 00000 0
1:45 00000 0 13:45 20000 2
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 10000 1
3:15 00000 0 15:15 02000 2
3:30 00000 0 15:30 11000 2
3:45 10000 1 15:45 31000 4
4:00 00000 0 16:00 10000 1
4:15 00000 0 16:15 30000 3
4:30 00000 0 16:30 10000 1
4:45 00000 0 16:45 00000 0
5:00 10000 1 17:00 20000 2
5:15 10000 1 17:15 00000 0
5:30 00000 0 17:30 10000 1
5:45 00000 0 17:45 10000 1
6:00 10000 1 18:00 10000 1
6:15 00000 0 18:15 10000 1
6:30 00000 0 18:30 30000 3
6:45 00000 0 18:45 00000 0
7:00 10000 1 19:00 21000 3
7:15 03000 3 19:15 10000 1
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 10000 1
8:00 00000 0 20:00 00000 0
8:15 00000 0 20:15 10000 1
8:30 00000 0 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 20000 2 21:15 10000 1
9:30 21000 3 21:30 00000 0
9:45 00000 0 21:45 10000 1
10:00 11000 2 22:00 10000 1
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 10000 1
10:45 20000 2 22:45 00000 0
11:00 10000 1 23:00 00000 0
11:15 00000 0 23:15 00000 0
11:30 10000 1 23:30 00000 0
11:45 10000 1 23:45 00000 0
TOTAL 1 95000 2 4 TOTAL 3 26100 3 9
AM PEAK HOUR 9:15 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 7 AM PEAK VOLUME 10
CLASS 1 CARS TOTAL: AM+PM 51 11 1 0 0 63
CLASS 2 2-AXLE TRUCKS % OF TOTAL 81.0% 17.5% 1.6% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 1 3 0 0 0 4
CLASS 4 4-AXLE TRUCKS 6 0 0 0 0 6
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 1 - Oakwood Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS80 Northern Dwy east of Perris.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 90000 9 12:00 3 50000 35
0:15 60000 6 12:15 4 21000 43
0:30 2 00000 20 12:30 3 61100 38
0:45 1 20000 12 12:45 5 80000 58
1:00 1 60000 16 13:00 4 40000 44
1:15 50000 5 13:15 3 91000 40
1:30 50000 5 13:30 3 80000 38
1:45 70000 7 13:45 5 50000 55
2:00 70000 7 14:00 4 40000 44
2:15 20000 2 14:15 6 50000 65
2:30 20000 2 14:30 5 10000 51
2:45 40000 4 14:45 6 30000 63
3:00 10000 1 15:00 5 30000 53
3:15 20000 2 15:15 6 42000 66
3:30 50000 5 15:30 6 62000 68
3:45 00000 0 15:45 7 51000 76
4:00 60000 6 16:00 7 30000 73
4:15 90000 9 16:15 6 70000 67
4:30 10000 1 16:30 6 20000 62
4:45 20000 2 16:45 8 00000 80
5:00 80000 8 17:00 4 82000 50
5:15 70000 7 17:15 6 80000 68
5:30 50000 5 17:30 5 30000 53
5:45 1 10000 11 17:45 6 00000 60
6:00 90000 9 18:00 7 90000 79
6:15 1 10000 11 18:15 7 00000 70
6:30 80000 8 18:30 6 00000 60
6:45 1 30000 13 18:45 5 40000 54
7:00 1 00000 10 19:00 5 30000 53
7:15 2 90000 29 19:15 4 30000 43
7:30 4 80000 48 19:30 3 80000 38
7:45 7 00000 70 19:45 3 50000 35
8:00 5 20000 52 20:00 4 80000 48
8:15 2 70000 27 20:15 3 80000 38
8:30 5 20000 52 20:30 3 80000 38
8:45 3 60100 37 20:45 3 20000 32
9:00 2 11000 22 21:00 4 70000 47
9:15 1 91000 20 21:15 3 60000 36
9:30 2 20000 22 21:30 3 50000 35
9:45 2 91000 30 21:45 2 50000 25
10:00 2 81000 29 22:00 3 50000 35
10:15 2 40000 24 22:15 2 40000 24
10:30 2 40000 24 22:30 2 30000 23
10:45 3 50000 35 22:45 2 10000 21
11:00 3 10000 31 23:00 1 60000 16
11:15 1 60000 16 23:15 3 00000 30
11:30 2 00000 20 23:30 1 00000 10
11:45 2 93000 32 23:45 1 70000 17
TOTAL 8 1 57100 8 2 3 TOTAL 2,246 10 1 0 0 2,257
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 201 AM PEAK VOLUME 284
CLASS 1 CARS TOTAL: AM+PM 3,061 17 2 0 0 3,080
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.4% 0.6% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 201 0 0 0 0 201
CLASS 4 4-AXLE TRUCKS 282 0 0 0 0 282
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 1 - Oakwood Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS80 Northern Dwy east of Perris.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 51000 6 12:00 5 91000 60
0:15 80000 8 12:15 3 82000 40
0:30 70000 7 12:30 3 40000 34
0:45 70000 7 12:45 3 21000 33
1:00 51000 6 13:00 4 00000 40
1:15 60000 6 13:15 4 70100 48
1:30 30000 3 13:30 5 11000 52
1:45 50000 5 13:45 4 60000 46
2:00 30000 3 14:00 6 00000 60
2:15 20000 2 14:15 4 90000 49
2:30 10000 1 14:30 5 20000 52
2:45 30000 3 14:45 4 80000 48
3:00 20000 2 15:00 5 70000 57
3:15 40000 4 15:15 5 60000 56
3:30 50000 5 15:30 6 11000 62
3:45 1 00000 10 15:45 3 70000 37
4:00 1 40000 14 16:00 7 10000 71
4:15 1 70000 17 16:15 3 90000 39
4:30 2 00000 20 16:30 5 31000 54
4:45 1 10000 11 16:45 5 30000 53
5:00 1 50000 15 17:00 6 30000 63
5:15 1 90000 19 17:15 4 61000 47
5:30 2 10000 21 17:30 4 80000 48
5:45 2 30000 23 17:45 4 20000 42
6:00 2 80000 28 18:00 4 80000 48
6:15 2 90000 29 18:15 5 70000 57
6:30 2 70000 27 18:30 3 00000 30
6:45 3 80000 38 18:45 3 30000 33
7:00 4 80000 48 19:00 4 10000 41
7:15 7 90000 79 19:15 2 00000 20
7:30 8 20000 82 19:30 3 21000 33
7:45 7 80000 78 19:45 3 30000 33
8:00 5 70000 57 20:00 3 30000 33
8:15 6 10000 61 20:15 3 10000 31
8:30 3 61000 37 20:30 3 21000 33
8:45 3 40000 34 20:45 3 50000 35
9:00 2 70000 27 21:00 2 90000 29
9:15 3 30000 33 21:15 2 40000 24
9:30 2 72100 30 21:30 2 80000 28
9:45 4 41000 45 21:45 2 40000 24
10:00 2 81000 29 22:00 1 90000 19
10:15 3 91000 40 22:15 1 40000 14
10:30 2 72000 29 22:30 1 60000 16
10:45 3 20000 32 22:45 1 60000 16
11:00 3 60000 36 23:00 1 60000 16
11:15 3 70000 37 23:15 1 90000 19
11:30 2 60000 26 23:30 80000 8
11:45 3 91000 40 23:45 1 30000 13
TOTAL 1,208 11 1 0 0 1,220 TOTAL 1,833 10 1 0 0 1,844
AM PEAK HOUR 7:15 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 296 AM PEAK VOLUME 226
CLASS 1 CARS TOTAL: AM+PM 3,041 21 2 0 0 3,064
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.2% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 296 0 0 0 0 296
CLASS 4 4-AXLE TRUCKS 216 1 0 0 0 217
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 1 - Oakwood Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS75 Eastern Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 60000 6
0:15 10000 1 12:15 60000 6
0:30 10000 1 12:30 40000 4
0:45 20000 2 12:45 71000 8
1:00 10000 1 13:00 70000 7
1:15 10000 1 13:15 70000 7
1:30 10000 1 13:30 80000 8
1:45 10000 1 13:45 1 00000 10
2:00 00000 0 14:00 80000 8
2:15 30000 3 14:15 61000 7
2:30 00000 0 14:30 1 71000 18
2:45 00000 0 14:45 80000 8
3:00 00000 0 15:00 1 10000 11
3:15 10000 1 15:15 50000 5
3:30 10000 1 15:30 1 60000 16
3:45 30000 3 15:45 2 20000 22
4:00 00000 0 16:00 1 00000 10
4:15 10000 1 16:15 92000 11
4:30 30000 3 16:30 1 40000 14
4:45 20000 2 16:45 1 10000 11
5:00 10000 1 17:00 1 00000 10
5:15 00000 0 17:15 1 20000 12
5:30 20000 2 17:30 1 70000 17
5:45 30000 3 17:45 1 10000 11
6:00 40000 4 18:00 50000 5
6:15 13000 4 18:15 70000 7
6:30 00000 0 18:30 1 50000 15
6:45 21000 3 18:45 1 30000 13
7:00 42000 6 19:00 80000 8
7:15 43000 7 19:15 90000 9
7:30 40000 4 19:30 90000 9
7:45 50000 5 19:45 80000 8
8:00 50000 5 20:00 60000 6
8:15 1
10000 11 20:15 1 00000 10
8:30 70000 7 20:30 40000 4
8:45 60000 6 20:45 70000 7
9:00 40000 4 21:00 40000 4
9:15 40000 4 21:15 20000 2
9:30 10000 1 21:30 60000 6
9:45 21000 3 21:45 80000 8
10:00 10000 1 22:00 30000 3
10:15 61000 7 22:15 50000 5
10:30 80000 8 22:30 50000 5
10:45 10000 1 22:45 30000 3
11:00 41000 5 23:00 10000 1
11:15 20100 3 23:15 50000 5
11:30 20000 2 23:30 00000 0
11:45 1 01100 12 23:45 00000 0
TOTAL 128 13 2 0 0 143 TOTAL 3 8 55000 3 9 0
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 29 AM PEAK VOLUME 59
CLASS 1 CARS TOTAL: AM+PM 513 18 2 0 0 533
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.2% 3.4% 0.4% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 29 0 0 0 0 29
CLASS 4 4-AXLE TRUCKS 50 0 0 0 0 50
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 2 - Springbrook Park Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS75 Eastern Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 81000 9
0:15 00000 0 12:15 60000 6
0:30 00000 0 12:30 62100 9
0:45 20000 2 12:45 40000 4
1:00 00000 0 13:00 50000 5
1:15 00000 0 13:15 60000 6
1:30 00000 0 13:30 30000 3
1:45 00000 0 13:45 80000 8
2:00 00000 0 14:00 1 20000 12
2:15 30000 3 14:15 90000 9
2:30 20000 2 14:30 90000 9
2:45 50000 5 14:45 80000 8
3:00 00000 0 15:00 60000 6
3:15 40000 4 15:15 70000 7
3:30 60000 6 15:30 90000 9
3:45 10000 1 15:45 30000 3
4:00 30000 3 16:00 1
50000 15
4:15 10000 1 16:15 1 10000 11
4:30 50000 5 16:30 1 50000 15
4:45 70000 7 16:45 90000 9
5:00 40000 4 17:00 50000 5
5:15 70000 7 17:15 1 10000 11
5:30 30000 3 17:30 60000 6
5:45 60000 6 17:45 1 00000 10
6:00 50000 5 18:00 50000 5
6:15 90000 9 18:15 90000 9
6:30 60000 6 18:30 50000 5
6:45 70000 7 18:45 60000 6
7:00 50000 5 19:00 1 00000 10
7:15 1 20000 12 19:15 1 00000 10
7:30 1 90100 20 19:30 50000 5
7:45 1 90000 19 19:45 50000 5
8:00 70000 7 20:00 50000 5
8:15 90000 9 20:15 20000 2
8:30 40100 5 20:30 50000 5
8:45 90000 9 20:45 30000 3
9:00 30000 3 21:00 50000 5
9:15 60000 6 21:15 20000 2
9:30 40000 4 21:30 90000 9
9:45 10000 1 21:45 50000 5
10:00 50000 5 22:00 10000 1
10:15 80000 8 22:15 30000 3
10:30 40000 4 22:30 50000 5
10:45 30000 3 22:45 60000 6
11:00 1
11000 12 23:00 30000 3
11:15 60000 6 23:15 00000 0
11:30 41000 5 23:30 40000 4
11:45 80000 8 23:45 20000 2
TOTAL 2 3 42200 2 3 8 TOTAL 3 0 63100 3 1 0
AM PEAK HOUR 7:15 AM AM PEAK HOUR 4:00 PM
AM PEAK VOLUME 58 AM PEAK VOLUME 50
CLASS 1 CARS TOTAL: AM+PM 5 4 0 5300 5 4 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.5% 0.9% 0.5% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 57 0 1 0 0 58
CLASS 4 4-AXLE TRUCKS 50 0 0 0 0 50
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 2 - Springbrook Park Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS76 Western Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 71000 8
0:15 30000 3 12:15 1 10000 11
0:30 10000 1 12:30 1 22100 15
0:45 30000 3 12:45 60000 6
1:00 00000 0 13:00 1 30000 13
1:15 10000 1 13:15 1 11000 12
1:30 00000 0 13:30 1 00000 10
1:45 10000 1 13:45 90000 9
2:00 10000 1 14:00 1 30000 13
2:15 00000 0 14:15 1 00000 10
2:30 00000 0 14:30 1 30000 13
2:45 40000 4 14:45 1 00000 10
3:00 00000 0 15:00 1 20000 12
3:15 10000 1 15:15 1 30000 13
3:30 00000 0 15:30 1 60000 16
3:45 00000 0 15:45 1 50000 15
4:00 00000 0 16:00 1 31000 14
4:15 00000 0 16:15 1 40000 14
4:30 20000 2 16:30 1 30000 13
4:45 10000 1 16:45 1 40000 14
5:00 10000 1 17:00 1 60000 16
5:15 50000 5 17:15 1 30000 13
5:30 40000 4 17:30 2 40000 24
5:45 20000 2 17:45 1 70000 17
6:00 50000 5 18:00 2 00000 20
6:15 50000 5 18:15 1 50000 15
6:30 20000 2 18:30 1 00000 10
6:45 10000 1 18:45 90000 9
7:00 20000 2 19:00 1 80000 18
7:15 20100 3 19:15 1 30000 13
7:30 70000 7 19:30 80000 8
7:45 1 50000 15 19:45 70000 7
8:00 90000 9 20:00 1
10000 11
8:15 60100 7 20:15 1 10000 11
8:30 1 00000 10 20:30 70000 7
8:45 80000 8 20:45 90000 9
9:00 1 00000 10 21:00 1 40000 14
9:15 70000 7 21:15 1 10000 11
9:30 31000 4 21:30 70000 7
9:45 30000 3 21:45 1 50000 15
10:00 1 01000 11 22:00 50000 5
10:15 30000 3 22:15 70000 7
10:30 80000 8 22:30 40000 4
10:45 70000 7 22:45 50000 5
11:00 30000 3 23:00 40000 4
11:15 70000 7 23:15 30000 3
11:30 21000 3 23:30 70000 7
11:45 70000 7 23:45 60000 6
TOTAL 1 7 43200 1 7 9 TOTAL 5 3 15100 5 3 7
AM PEAK HOUR 7:45 AM AM PEAK HOUR 5:30 PM
AM PEAK VOLUME 41 AM PEAK VOLUME 76
CLASS 1 CARS TOTAL: AM+PM 7 0 5 8300 7 1 6
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.5% 1.1% 0.4% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 40 0 1 0 0 41
CLASS 4 4-AXLE TRUCKS 70 0 0 0 0 70
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 2 - Springbrook Park Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS76 Western Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 60100 7
0:15 10000 1 12:15 90000 9
0:30 00000 0 12:30 90000 9
0:45 10000 1 12:45 40000 4
1:00 00000 0 13:00 61000 7
1:15 00000 0 13:15 1 11000 12
1:30 10000 1 13:30 2 00000 20
1:45 00000 0 13:45 1 10000 11
2:00 10000 1 14:00 1 30000 13
2:15 10000 1 14:15 1 10000 11
2:30 00000 0 14:30 1 12000 13
2:45 00000 0 14:45 90000 9
3:00 00000 0 15:00 2 10000 21
3:15 10000 1 15:15 1 10000 11
3:30 60000 6 15:30 90000 9
3:45 90000 9 15:45 90000 9
4:00 40000 4 16:00 91000 10
4:15 80000 8 16:15 81000 9
4:30 50000 5 16:30 81000 9
4:45 60000 6 16:45 1
00000 10
5:00 50000 5 17:00 30000 3
5:15 60000 6 17:15 90000 9
5:30 60000 6 17:30 1 10000 11
5:45 60000 6 17:45 1 10000 11
6:00 70000 7 18:00 1 50000 15
6:15 53000 8 18:15 1 00000 10
6:30 1 30000 13 18:30 90000 9
6:45 20000 2 18:45 90000 9
7:00 73000 10 19:00 40000 4
7:15 1 73000 20 19:15 90000 9
7:30 1 80000 18 19:30 1 00000 10
7:45 2 40000 24 19:45 40000 4
8:00 1
60000 16 20:00 70000 7
8:15 1 20000 12 20:15 40000 4
8:30 1 70000 17 20:30 1 10000 11
8:45 1 40000 14 20:45 50000 5
9:00 80000 8 21:00 60000 6
9:15 90000 9 21:15 70000 7
9:30 1 01000 11 21:30 30000 3
9:45 11000 2 21:45 40000 4
10:00 1 30000 13 22:00 1 10000 11
10:15 1 22000 14 22:15 20000 2
10:30 90000 9 22:30 50000 5
10:45 60000 6 22:45 00000 0
11:00 1 10000 11 23:00 30000 3
11:15 30000 3 23:15 30000 3
11:30 50100 6 23:30 30000 3
11:45 81000 9 23:45 10000 1
TOTAL 314 14 1 0 0 329 TOTAL 3 8 47100 3 9 2
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:15 PM
AM PEAK VOLUME 78 AM PEAK VOLUME 56
CLASS 1 CARS TOTAL: AM+PM 698 21 2 0 0 721
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.8% 2.9% 0.3% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 75 3 0 0 0 78
CLASS 4 4-AXLE TRUCKS 35 3 0 0 0 38
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 2 - Springbrook Park Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS77 Dwy east of Clark
AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 40000 4 12:00 1 30000 13
0:15 30000 3 12:15 30000 3
0:30 10000 1 12:30 80000 8
0:45 50000 5 12:45 1 10000 11
1:00 30000 3 13:00 80000 8
1:15 10000 1 13:15 1 20000 12
1:30 00000 0 13:30 1 20000 12
1:45 10000 1 13:45 60000 6
2:00 00000 0 14:00 1 20100 13
2:15 10000 1 14:15 1 40000 14
2:30 00000 0 14:30 1 10000 11
2:45 10000 1 14:45 40000 4
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 1 10000 11
3:30 00000 0 15:30 1 10000 11
3:45 10000 1 15:45 1 00000 10
4:00 00000 0 16:00 50000 5
4:15 20000 2 16:15 1 60000 16
4:30 20000 2 16:30 1 00000 10
4:45 40000 4 16:45 1 30000 13
5:00 40000 4 17:00 1 40000 14
5:15 20000 2 17:15 1 60000 16
5:30 10000 1 17:30 1 00000 10
5:45 10000 1 17:45 1 20000 12
6:00 00000 0 18:00 80000 8
6:15 10000 1 18:15 1 00000 10
6:30 00000 0 18:30 1 60000 16
6:45 10000 1 18:45 90000 9
7:00 20000 2 19:00 80000 8
7:15 1 00000 10 19:15 1 70000 17
7:30 1 80000 18 19:30 1 30000 13
7:45 1 60000 16 19:45 40000 4
8:00 1
00000 10 20:00 1 60000 16
8:15 1 00000 10 20:15 50000 5
8:30 60000 6 20:30 1 30000 13
8:45 70000 7 20:45 1 10000 11
9:00 50000 5 21:00 90000 9
9:15 60000 6 21:15 1 10000 11
9:30 50000 5 21:30 50000 5
9:45 40000 4 21:45 80000 8
10:00 60000 6 22:00 80000 8
10:15 41000 5 22:15 20000 2
10:30 31000 4 22:30 10000 1
10:45 10000 1 22:45 60000 6
11:00 20000 2 23:00 40000 4
11:15 30000 3 23:15 20000 2
11:30 40000 4 23:30 00000 0
11:45 80000 8 23:45 40000 4
TOTAL 1 6 92000 1 7 1 TOTAL 4 3 80100 4 3 9
AM PEAK HOUR 7:30 AM AM PEAK HOUR 4:45 PM
AM PEAK VOLUME 54 AM PEAK VOLUME 53
CLASS 1 CARS TOTAL: AM+PM 6 0 7 2100 6 1 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.5% 0.3% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 54 0 0 0 0 54
CLASS 4 4-AXLE TRUCKS 53 0 0 0 0 53
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 3 - Vista Springs Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS77 Dwy east of Clark
AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 1 00000 10
0:15 20000 2 12:15 1 30000 13
0:30 10000 1 12:30 1 00000 10
0:45 20000 2 12:45 1 01000 11
1:00 10000 1 13:00 1 10000 11
1:15 10000 1 13:15 1 00000 10
1:30 30000 3 13:30 1 60100 17
1:45 00000 0 13:45 1 90000 19
2:00 00000 0 14:00 1 80000 18
2:15 00000 0 14:15 1 90000 19
2:30 10000 1 14:30 1 00000 10
2:45 00000 0 14:45 1 60000 16
3:00 10000 1 15:00 1 20000 12
3:15 30000 3 15:15 1 30000 13
3:30 60000 6 15:30 1 30000 13
3:45 10000 1 15:45 90000 9
4:00 50000 5 16:00 80000 8
4:15 1 10000 11 16:15 1 10000 11
4:30 40000 4 16:30 1 00000 10
4:45 20000 2 16:45 80000 8
5:00 50000 5 17:00 1 30000 13
5:15 80000 8 17:15 1 10000 11
5:30 40000 4 17:30 80000 8
5:45 40000 4 17:45 40000 4
6:00 1 00000 10 18:00 60000 6
6:15 80000 8 18:15 70000 7
6:30 1 40000 14 18:30 1 50000 15
6:45 80000 8 18:45 1 91000 20
7:00 2 30000 23 19:00 70000 7
7:15 2 60000 26 19:15 40000 4
7:30 2 70000 27 19:30 70000 7
7:45 3 10000 31 19:45 50000 5
8:00 3
10000 31 20:00 60000 6
8:15 2 10000 21 20:15 30000 3
8:30 1 50000 15 20:30 20000 2
8:45 1 20000 12 20:45 90000 9
9:00 90000 9 21:00 50000 5
9:15 1 10000 11 21:15 70000 7
9:30 80000 8 21:30 90000 9
9:45 1 20000 12 21:45 70000 7
10:00 1 31000 14 22:00 60000 6
10:15 41000 5 22:15 40000 4
10:30 80000 8 22:30 50000 5
10:45 61000 7 22:45 00000 0
11:00 80000 8 23:00 10000 1
11:15 61000 7 23:15 20000 2
11:30 90000 9 23:30 00000 0
11:45 1 20000 12 23:45 00000 0
TOTAL 3 9 84000 4 0 2 TOTAL 4 1 82100 4 2 1
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:30 PM
AM PEAK VOLUME 115 AM PEAK VOLUME 73
CLASS 1 CARS TOTAL: AM+PM 8 1 6 6100 8 2 3
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 115 0 0 0 0 115
CLASS 4 4-AXLE TRUCKS 42 0 0 0 0 42
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 3 - Vista Springs Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS78 Dwy north of Box Springs AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 80000 8 12:00 90000 9
0:15 50000 5 12:15 1 50000 15
0:30 10000 1 12:30 1 71100 19
0:45 30000 3 12:45 1 21000 13
1:00 10000 1 13:00 1 40000 14
1:15 50000 5 13:15 1 60100 17
1:30 20000 2 13:30 91000 10
1:45 40000 4 13:45 80000 8
2:00 30000 3 14:00 2 00000 20
2:15 30000 3 14:15 2 20000 22
2:30 20000 2 14:30 2 00000 20
2:45 00000 0 14:45 1 10000 11
3:00 00000 0 15:00 1 50000 15
3:15 10000 1 15:15 2 90000 29
3:30 00000 0 15:30 2 70000 27
3:45 00000 0 15:45 1 30000 13
4:00 30000 3 16:00 1 90000 19
4:15 20000 2 16:15 2 10000 21
4:30 10000 1 16:30 2 60000 26
4:45 20000 2 16:45 1 30000 13
5:00 20000 2 17:00 2 30000 23
5:15 20000 2 17:15 2 10000 21
5:30 10000 1 17:30 1 30000 13
5:45 30000 3 17:45 1 70000 17
6:00 30000 3 18:00 1 90000 19
6:15 00000 0 18:15 2 00000 20
6:30 60000 6 18:30 1 60000 16
6:45 60000 6 18:45 1 31000 14
7:00 70000 7 19:00 2 30000 23
7:15 50000 5 19:15 1 60000 16
7:30 60000 6 19:30 1 90000 19
7:45 1 40000 14 19:45 3 40000 34
8:00 1 60000 16 20:00 1 50000 15
8:15 1 00000 10 20:15 2 00000 20
8:30 2 00000 20 20:30 1 70000 17
8:45 1 40000 14 20:45 2 10000 21
9:00 80000 8 21:00 1 60000 16
9:15 50000 5 21:15 1 30000 13
9:30 80000 8 21:30 70000 7
9:45 1 21000 13 21:45 70000 7
10:00 1 20000 12 22:00 1 10000 11
10:15 1 02000 12 22:15 30000 3
10:30 1 02000 12 22:30 1 20000 12
10:45 80000 8 22:45 50000 5
11:00 1 30000 13 23:00 70000 7
11:15 1 31000 14 23:15 60000 6
11:30 1 31000 14 23:30 80000 8
11:45 1 20000 12 23:45 1 00000 10
TOTAL 2 8 57000 2 9 2 TOTAL 7 4 84200 7 5 4
AM PEAK HOUR 8:00 AM AM PEAK HOUR 7:00 PM
AM PEAK VOLUME 60 AM PEAK VOLUME 92
CLASS 1 CARS TOTAL: AM+PM 1,033 11 2 0 0 1,046
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.1% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 60 0 0 0 0 60
CLASS 4 4-AXLE TRUCKS 83 0 0 0 0 83
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 3 - Vista Springs Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS78 Dwy north of Box Springs AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 70000 7 12:00 1 40000 14
0:15 80000 8 12:15 1 80000 18
0:30 10000 1 12:30 90000 9
0:45 00000 0 12:45 1 70000 17
1:00 00000 0 13:00 1 41000 15
1:15 20000 2 13:15 80000 8
1:30 40000 4 13:30 81100 10
1:45 00000 0 13:45 1 30000 13
2:00 60000 6 14:00 1 20000 12
2:15 10000 1 14:15 90000 9
2:30 10000 1 14:30 1 10100 12
2:45 20000 2 14:45 2 00000 20
3:00 00000 0 15:00 60000 6
3:15 10000 1 15:15 2 00000 20
3:30 10000 1 15:30 90000 9
3:45 00000 0 15:45 1
30000 13
4:00 40000 4 16:00 1 60000 16
4:15 1 10000 11 16:15 1 80000 18
4:30 1 40000 14 16:30 1 60000 16
4:45 30000 3 16:45 1 90000 19
5:00 40000 4 17:00 1 40000 14
5:15 50000 5 17:15 1 60000 16
5:30 50000 5 17:30 1 80000 18
5:45 1 40000 14 17:45 1 20000 12
6:00 80000 8 18:00 50000 5
6:15 1 10000 11 18:15 90000 9
6:30 1 10000 11 18:30 1 80000 18
6:45 90000 9 18:45 90000 9
7:00 2 90000 29 19:00 60000 6
7:15 1 70000 17 19:15 1 60000 16
7:30 1 20000 12 19:30 20000 2
7:45 3 00000 30 19:45 90000 9
8:00 1
60000 16 20:00 40000 4
8:15 90000 9 20:15 1 00000 10
8:30 1 10000 11 20:30 1 00000 10
8:45 1 50000 15 20:45 40000 4
9:00 70000 7 21:00 80000 8
9:15 1 10000 11 21:15 70000 7
9:30 1 20000 12 21:30 30000 3
9:45 1 40000 14 21:45 20000 2
10:00 1 70000 17 22:00 20000 2
10:15 90000 9 22:15 10000 1
10:30 1 42000 16 22:30 30000 3
10:45 81000 9 22:45 40000 4
11:00 70000 7 23:00 10000 1
11:15 80000 8 23:15 20000 2
11:30 90000 9 23:30 00000 0
11:45 1 01000 11 23:45 10000 1
TOTAL 3 9 84000 4 0 2 TOTAL 4 6 62200 4 7 0
AM PEAK HOUR 7:00 AM AM PEAK HOUR 4:00 PM
AM PEAK VOLUME 88 AM PEAK VOLUME 69
CLASS 1 CARS TOTAL: AM+PM 8 6 4 6200 8 7 2
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.7% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 88 0 0 0 0 88
CLASS 4 4-AXLE TRUCKS 69 0 0 0 0 69
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 3 - Vista Springs Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS73 Southern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 00000 0
0:15 00000 0 12:15 00000 0
0:30 00000 0 12:30 00000 0
0:45 00000 0 12:45 00000 0
1:00 00000 0 13:00 00000 0
1:15 00000 0 13:15 00000 0
1:30 00000 0 13:30 00000 0
1:45 00000 0 13:45 00000 0
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 00000 0
3:15 00000 0 15:15 00000 0
3:30 00000 0 15:30 00000 0
3:45 00000 0 15:45 00000 0
4:00 00000 0 16:00 00000 0
4:15 00000 0 16:15 00000 0
4:30 00000 0 16:30 00000 0
4:45 00000 0 16:45 00000 0
5:00 00000 0 17:00 00000 0
5:15 00000 0 17:15 00000 0
5:30 00000 0 17:30 00000 0
5:45 00000 0 17:45 00000 0
6:00 00000 0 18:00 00000 0
6:15 00000 0 18:15 00000 0
6:30 00000 0 18:30 00000 0
6:45 00000 0 18:45 00000 0
7:00 00000 0 19:00 00000 0
7:15 00000 0 19:15 00000 0
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 00000 0
8:00 00000 0 20:00 00000 0
8:15 00000 0 20:15 00000 0
8:30 00000 0 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 00000 0 21:15 00000 0
9:30 00000 0 21:30 00000 0
9:45 00000 0 21:45 00000 0
10:00 00000 0 22:00 00000 0
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 00000 0
10:45 00000 0 22:45 00000 0
11:00 00000 0 23:00 00000 0
11:15 00000 0 23:15 00000 0
11:30 00000 0 23:30 00000 0
11:45 00000 0 23:45 00000 0
TOTAL 000000 TOTAL 000000
AM PEAK HOUR 11:45 AM AM PEAK HOUR 11:45 PM
AM PEAK VOLUME 0 AM PEAK VOLUME 0
CLASS 1 CARS TOTAL: AM+PM 000000
CLASS 2 2-AXLE TRUCKS % OF TOTAL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! CLASS 3 3-AXLE TRUCKS 0 0 0 0 0 0
CLASS 4 4-AXLE TRUCKS 0 0 0 0 0 0
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 4 - Vesada Aparment Homes
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS73 Southern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 10000 1
0:15 00000 0 12:15 30000 3
0:30 10000 1 12:30 20000 2
0:45 10000 1 12:45 30000 3
1:00 00000 0 13:00 00000 0
1:15 10000 1 13:15 00000 0
1:30 00000 0 13:30 60000 6
1:45 00000 0 13:45 00000 0
2:00 00000 0 14:00 20000 2
2:15 00000 0 14:15 50000 5
2:30 00000 0 14:30 41000 5
2:45 00000 0 14:45 10000 1
3:00 00000 0 15:00 20000 2
3:15 40000 4 15:15 10000 1
3:30 50000 5 15:30 10000 1
3:45 10000 1 15:45 00000 0
4:00 30000 3 16:00 10000 1
4:15 00000 0 16:15 50000 5
4:30 10000 1 16:30 10000 1
4:45 20000 2 16:45 00000 0
5:00 00000 0 17:00 10000 1
5:15 30000 3 17:15 20000 2
5:30 10000 1 17:30 00000 0
5:45 20000 2 17:45 20000 2
6:00 30000 3 18:00 10000 1
6:15 10000 1 18:15 10000 1
6:30 30000 3 18:30 10000 1
6:45 10000 1 18:45 10000 1
7:00 30000 3 19:00 30000 3
7:15 10000 1 19:15 00000 0
7:30 20000 2 19:30 30000 3
7:45 30000 3 19:45 10000 1
8:00 30000 3 20:00 10000 1
8:15 10000 1 20:15 00000 0
8:30 00000 0 20:30 20000 2
8:45 00000 0 20:45 20000 2
9:00 20000 2 21:00 20000 2
9:15 30000 3 21:15 30000 3
9:30 10000 1 21:30 40000 4
9:45 40000 4 21:45 00000 0
10:00 30000 3 22:00 30000 3
10:15 00000 0 22:15 20000 2
10:30 20000 2 22:30 20000 2
10:45 10000 1 22:45 10000 1
11:00 20000 2 23:00 10000 1
11:15 10000 1 23:15 10000 1
11:30 00000 0 23:30 00000 0
11:45 30000 3 23:45 00000 0
TOTAL 6 90000 6 9 TOTAL 7 81000 7 9
AM PEAK HOUR 3:15 AM AM PEAK HOUR 2:15 PM
AM PEAK VOLUME 13 AM PEAK VOLUME 13
CLASS 1 CARS TOTAL: AM+PM 1 4 7 1000 1 4 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.7% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 9 0 0 0 0 9
CLASS 4 4-AXLE TRUCKS 7 0 0 0 0 7
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 4 - Vesada Aparment Homes
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS74 Northern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 50000 5 12:00 3 30000 33
0:15 1 00000 10 12:15 3 31000 34
0:30 50000 5 12:30 3 61000 37
0:45 40000 4 12:45 3 70100 38
1:00 70000 7 13:00 3 40000 34
1:15 60000 6 13:15 3 60000 36
1:30 10000 1 13:30 3 20000 32
1:45 50000 5 13:45 3 42000 36
2:00 60000 6 14:00 3 30000 33
2:15 30000 3 14:15 2 62000 28
2:30 10000 1 14:30 3 40000 34
2:45 50000 5 14:45 3 90000 39
3:00 20000 2 15:00 4 90000 49
3:15 20000 2 15:15 3 90000 39
3:30 70000 7 15:30 2 60000 26
3:45 80000 8 15:45 6 50000 65
4:00 30000 3 16:00 4 90000 49
4:15 60000 6 16:15 5 91000 60
4:30 40000 4 16:30 7 40000 74
4:45 70000 7 16:45 5 20000 52
5:00 60000 6 17:00 4 70000 47
5:15 60000 6 17:15 5 10000 51
5:30 30000 3 17:30 5 00000 50
5:45 70000 7 17:45 5 50000 55
6:00 50000 5 18:00 6 00000 60
6:15 1 50000 15 18:15 5 20000 52
6:30 1 30000 13 18:30 4 40000 44
6:45 1 10000 11 18:45 5 12000 53
7:00 1 90000 19 19:00 4 20000 42
7:15 1 60000 16 19:15 2 60000 26
7:30 1 40000 14 19:30 4 60000 46
7:45 3 40000 34 19:45 4 20000 42
8:00 3 00000 30 20:00 4 40000 44
8:15 3 90000 39 20:15 3 50000 35
8:30 2 80000 28 20:30 2 90000 29
8:45 2 70000 27 20:45 3 30000 33
9:00 2 20000 22 21:00 3 10000 31
9:15 2 10000 21 21:15 2 70000 27
9:30 2 02000 22 21:30 2 70000 27
9:45 2 42000 26 21:45 2 70000 27
10:00 1 91000 20 22:00 2 20000 22
10:15 1 71000 18 22:15 2 40000 24
10:30 2 10000 21 22:30 2 10000 21
10:45 1 20000 12 22:45 2 20000 22
11:00 3 10100 32 23:00 1 20000 12
11:15 2 80000 28 23:15 1 10000 11
11:30 2 11000 22 23:30 90000 9
11:45 2 32000 25 23:45 70000 7
TOTAL 6 2 99100 6 3 9 TOTAL 1,767 9100 1,777
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:45 PM
AM PEAK VOLUME 131 AM PEAK VOLUME 248
CLASS 1 CARS TOTAL: AM+PM 2,396
18 2 0 0 2,416
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.2% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 131 0 0 0 0 131
CLASS 4 4-AXLE TRUCKS 234 1 0 0 0 235
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 4 - Vesada Aparment Homes
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS74 Northern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 2 72000 29
0:15 40000 4 12:15 3 30000 33
0:30 20000 2 12:30 3 42000 36
0:45 30000 3 12:45 2 81000 29
1:00 20000 2 13:00 2 90100 30
1:15 30000 3 13:15 4 40000 44
1:30 50000 5 13:30 3 81000 39
1:45 30000 3 13:45 2 91000 30
2:00 20000 2 14:00 2 42000 26
2:15 50000 5 14:15 2 20000 22
2:30 10000 1 14:30 2 51000 26
2:45 20000 2 14:45 3 50000 35
3:00 50000 5 15:00 3 10000 31
3:15 40000 4 15:15 2 10000 21
3:30 1 60000 16 15:30 2 90000 29
3:45 60000 6 15:45 2 90000 29
4:00 1 70000 17 16:00 2 60000 26
4:15 60000 6 16:15 2 90000 29
4:30 1 70000 17 16:30 2 91000 30
4:45 2 02000 22 16:45 3 10000 31
5:00 1 91000 20 17:00 3 00000 30
5:15 1 40000 14 17:15 3 40000 34
5:30 1 40000 14 17:30 3 80000 38
5:45 1 70000 17 17:45 3 60000 36
6:00 1 80000 18 18:00 3 70000 37
6:15 3 80000 38 18:15 4 10000 41
6:30 3 40000 34 18:30 3 10000 31
6:45 4 60000 46 18:45 2 10000 21
7:00 4 60000 46 19:00 3 10000 31
7:15 8 20000 82 19:15 2 40000 24
7:30 5 60000 56 19:30 4 01000 41
7:45 5 20000 52 19:45 3 20000 32
8:00 4 80000 48 20:00 3 00000 30
8:15 5 91000 60 20:15 1 70000 17
8:30 2 60000 26 20:30 1 70000 17
8:45 3 21000 33 20:45 1 90000 19
9:00 2 70000 27 21:00 1 50000 15
9:15 2 60000 26 21:15 1 40000 14
9:30 3 11000 32 21:30 1 20000 12
9:45 3 60000 36 21:45 1 90000 19
10:00 2 80000 28 22:00 1 30000 13
10:15 3 21000 33 22:15 1 50000 15
10:30 3 20000 32 22:30 1 10000 11
10:45 2 30000 23 22:45 1 00000 10
11:00 2 90000 29 23:00 50000 5
11:15 2 50000 25 23:15 70000 7
11:30 3 20100 33 23:30 1 00000 10
11:45 3 32000 35 23:45 30000 3
TOTAL 1,080 9100 1,090 TOTAL 1,205 12 1 0 0 1,218
AM PEAK HOUR 7:15 AM AM PEAK HOUR 5:30 PM
AM PEAK VOLUME 238 AM PEAK VOLUME 152
CLASS 1 CARS TOTAL: AM+PM 2,285 21 2 0 0 2,308
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.0% 0.9% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 238 0 0 0 0 238
CLASS 4 4-AXLE TRUCKS 138 0 0 0 0 138
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 4 - Vesada Aparment Homes
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS84 Northern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 40000 4 12:00 90000 9
0:15 10000 1 12:15 30000 3
0:30 10000 1 12:30 40000 4
0:45 00000 0 12:45 90000 9
1:00 10000 1 13:00 40000 4
1:15 00000 0 13:15 51000 6
1:30 10000 1 13:30 90000 9
1:45 00000 0 13:45 80000 8
2:00 00000 0 14:00 80000 8
2:15 00000 0 14:15 71000 8
2:30 00000 0 14:30 1 20000 12
2:45 00000 0 14:45 1 30000 13
3:00 10000 1 15:00 70000 7
3:15 10000 1 15:15 70000 7
3:30 00000 0 15:30 90000 9
3:45 00000 0 15:45 1
80000 18
4:00 10000 1 16:00 60000 6
4:15 10000 1 16:15 1 80000 18
4:30 00000 0 16:30 1 10000 11
4:45 00000 0 16:45 1 50000 15
5:00 00000 0 17:00 80000 8
5:15 20000 2 17:15 1 20000 12
5:30 00000 0 17:30 60000 6
5:45 10000 1 17:45 1 50000 15
6:00 00000 0 18:00 60000 6
6:15 10000 1 18:15 80000 8
6:30 20000 2 18:30 60000 6
6:45 20000 2 18:45 80000 8
7:00 10000 1 19:00 60000 6
7:15 30000 3 19:15 1 00000 10
7:30 50000 5 19:30 80000 8
7:45 50010 6 19:45 60000 6
8:00 80000 8 20:00 90000 9
8:15 41000 5 20:15 1
20000 12
8:30 40000 4 20:30 1 00000 10
8:45 70000 7 20:45 80000 8
9:00 30000 3 21:00 80000 8
9:15 10000 1 21:15 80000 8
9:30 30000 3 21:30 20000 2
9:45 40000 4 21:45 70000 7
10:00 20000 2 22:00 40000 4
10:15 40000 4 22:15 20000 2
10:30 30000 3 22:30 40000 4
10:45 40000 4 22:45 40000 4
11:00 20000 2 23:00 40000 4
11:15 80000 8 23:15 10000 1
11:30 50000 5 23:30 20000 2
11:45 50000 5 23:45 10000 1
TOTAL 1 0 11010 1 0 3 TOTAL 3 6 72000 3 6 9
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:45 PM
AM PEAK VOLUME 24 AM PEAK VOLUME 53
CLASS 1 CARS TOTAL: AM+PM 4 6 8 3010 4 7 2
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.2% 0.6% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 23 1 0 0 0 24
CLASS 4 4-AXLE TRUCKS 52 0 0 0 0 52
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 5 - Morning Ridge Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS84 Northern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 60000 6
0:15 00000 0 12:15 1 11000 12
0:30 00000 0 12:30 30000 3
0:45 20000 2 12:45 1 01000 11
1:00 00000 0 13:00 70000 7
1:15 30000 3 13:15 90000 9
1:30 10000 1 13:30 42000 6
1:45 00000 0 13:45 1 10000 11
2:00 00000 0 14:00 70000 7
2:15 10000 1 14:15 80000 8
2:30 00000 0 14:30 1 30000 13
2:45 00000 0 14:45 81000 9
3:00 10000 1 15:00 70000 7
3:15 20000 2 15:15 60000 6
3:30 30000 3 15:30 1 20000 12
3:45 10000 1 15:45 50000 5
4:00 00000 0 16:00 1 90000 19
4:15 30000 3 16:15 60000 6
4:30 30000 3 16:30 40000 4
4:45 20000 2 16:45 90000 9
5:00 20000 2 17:00 40000 4
5:15 30000 3 17:15 51000 6
5:30 1 00000 10 17:30 1 10000 11
5:45 90000 9 17:45 1 50000 15
6:00 30000 3 18:00 1 00000 10
6:15 1 20000 12 18:15 50000 5
6:30 1 20000 12 18:30 1 00000 10
6:45 50000 5 18:45 70000 7
7:00 1 00000 10 19:00 30000 3
7:15 1 90000 19 19:15 20000 2
7:30 1 30000 13 19:30 50000 5
7:45 1 70000 17 19:45 30000 3
8:00 1
30000 13 20:00 70000 7
8:15 1 50000 15 20:15 40000 4
8:30 1 40000 14 20:30 40000 4
8:45 80000 8 20:45 20000 2
9:00 90000 9 21:00 50000 5
9:15 70000 7 21:15 30000 3
9:30 41000 5 21:30 20000 2
9:45 1 01000 11 21:45 40000 4
10:00 70000 7 22:00 00000 0
10:15 40000 4 22:15 20000 2
10:30 1 01000 11 22:30 00000 0
10:45 30000 3 22:45 10000 1
11:00 51000 6 23:00 10000 1
11:15 90000 9 23:15 10000 1
11:30 50000 5 23:30 10000 1
11:45 1 20000 12 23:45 00000 0
TOTAL 2 7 44000 2 7 8 TOTAL 2 8 26000 2 8 8
AM PEAK HOUR 7:15 AM AM PEAK HOUR 5:15 PM
AM PEAK VOLUME 62 AM PEAK VOLUME 42
CLASS 1 CARS TOTAL: AM+PM 556 10 0 0 0 566
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.2% 1.8% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 62 0 0 0 0 62
CLASS 4 4-AXLE TRUCKS 38 0 0 0 0 38
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 5 - Morning Ridge Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS85 Middle Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 30000 3 12:00 1 00000 10
0:15 30000 3 12:15 1 00000 10
0:30 00000 0 12:30 1 40000 14
0:45 00000 0 12:45 1 20000 12
1:00 00000 0 13:00 1 21000 13
1:15 20000 2 13:15 1 21000 13
1:30 60000 6 13:30 1 10000 11
1:45 00000 0 13:45 80000 8
2:00 20000 2 14:00 1 11000 12
2:15 10000 1 14:15 60000 6
2:30 00000 0 14:30 1 00000 10
2:45 10000 1 14:45 1 30000 13
3:00 00000 0 15:00 1 50000 15
3:15 00000 0 15:15 1 00000 10
3:30 00000 0 15:30 1 00000 10
3:45 00000 0 15:45 1 80000 18
4:00 00000 0 16:00 1 80000 18
4:15 10000 1 16:15 1 90000 19
4:30 00000 0 16:30 2 00000 20
4:45 10000 1 16:45 1 81000 19
5:00 10000 1 17:00 2 00000 20
5:15 00000 0 17:15 1 90000 19
5:30 10000 1 17:30 1 90000 19
5:45 00000 0 17:45 1 70000 17
6:00 20000 2 18:00 1 10000 11
6:15 20000 2 18:15 3 00000 30
6:30 40000 4 18:30 1 50000 15
6:45 20000 2 18:45 1 80000 18
7:00 30000 3 19:00 2 33000 26
7:15 30000 3 19:15 1 00000 10
7:30 90000 9 19:30 1 90000 19
7:45 90000 9 19:45 1 00000 10
8:00 50000 5 20:00 1 10000 11
8:15 1 30000 13 20:15 60000 6
8:30 40000 4 20:30 90000 9
8:45 90000 9 20:45 60000 6
9:00 20000 2 21:00 70000 7
9:15 30000 3 21:15 40000 4
9:30 90000 9 21:30 80000 8
9:45 70000 7 21:45 20000 2
10:00 50000 5 22:00 40000 4
10:15 30000 3 22:15 10000 1
10:30 60000 6 22:30 10000 1
10:45 80000 8 22:45 60000 6
11:00 60000 6 23:00 70000 7
11:15 1 30000 13 23:15 10000 1
11:30 1 11000 12 23:30 40000 4
11:45 70000 7 23:45 00000 0
TOTAL 1 6 71000 1 6 8 TOTAL 5 4 57000 5 5 2
AM PEAK HOUR 10:45 AM AM PEAK HOUR 6:15 PM
AM PEAK VOLUME 39 AM PEAK VOLUME 89
CLASS 1 CARS TOTAL: AM+PM 7 1 2 8000 7 2 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.9% 1.1% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 31 0 0 0 0 31
CLASS 4 4-AXLE TRUCKS 75 1 0 0 0 76
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 5 - Morning Ridge Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS85 Middle Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 70000 7
0:15 30000 3 12:15 50000 5
0:30 00000 0 12:30 1 50000 15
0:45 10000 1 12:45 1 40000 14
1:00 00000 0 13:00 61000 7
1:15 10000 1 13:15 92000 11
1:30 10000 1 13:30 80000 8
1:45 00000 0 13:45 61000 7
2:00 00000 0 14:00 90000 9
2:15 00000 0 14:15 1 01000 11
2:30 30000 3 14:30 80000 8
2:45 10000 1 14:45 1 22000 14
3:00 00000 0 15:00 80000 8
3:15 00000 0 15:15 50000 5
3:30 50000 5 15:30 80000 8
3:45 00000 0 15:45 1
10000 11
4:00 00000 0 16:00 1 61000 17
4:15 00000 0 16:15 1 10000 11
4:30 52000 7 16:30 70000 7
4:45 30000 3 16:45 90000 9
5:00 10000 1 17:00 1 10000 11
5:15 90000 9 17:15 1 20000 12
5:30 82000 10 17:30 1 20000 12
5:45 72000 9 17:45 1 20000 12
6:00 60000 6 18:00 90000 9
6:15 1 20000 12 18:15 50000 5
6:30 70000 7 18:30 1 10000 11
6:45 80000 8 18:45 80000 8
7:00 60000 6 19:00 50000 5
7:15 80000 8 19:15 80000 8
7:30 2 73000 30 19:30 80000 8
7:45 1 70000 17 19:45 70000 7
8:00 2
50000 25 20:00 50000 5
8:15 1 30000 13 20:15 60000 6
8:30 1 90000 19 20:30 40000 4
8:45 1 20000 12 20:45 30000 3
9:00 30000 3 21:00 60000 6
9:15 60000 6 21:15 20000 2
9:30 90000 9 21:30 30000 3
9:45 1 10000 11 21:45 30000 3
10:00 50000 5 22:00 20000 2
10:15 80000 8 22:15 10000 1
10:30 70000 7 22:30 50000 5
10:45 80000 8 22:45 20000 2
11:00 80000 8 23:00 40000 4
11:15 80000 8 23:15 30000 3
11:30 50000 5 23:30 00000 0
11:45 90000 9 23:45 10000 1
TOTAL 2 9 59000 3 0 4 TOTAL 3 4 28000 3 5 0
AM PEAK HOUR 7:30 AM AM PEAK HOUR 5:00 PM
AM PEAK VOLUME 85 AM PEAK VOLUME 47
CLASS 1 CARS TOTAL: AM+PM 637 17 0 0 0 654
CLASS 2 2-AXLE TRUCKS % OF TOTAL 97.4% 2.6% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 82 3 0 0 0 85
CLASS 4 4-AXLE TRUCKS 47 0 0 0 0 47
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 5 - Morning Ridge Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS86 Southern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 40000 4
0:15 00000 0 12:15 50000 5
0:30 20000 2 12:30 71000 8
0:45 00000 0 12:45 71000 8
1:00 10000 1 13:00 40000 4
1:15 20000 2 13:15 40000 4
1:30 10000 1 13:30 92000 11
1:45 10000 1 13:45 1 31000 14
2:00 00000 0 14:00 1 10000 11
2:15 00000 0 14:15 71000 8
2:30 00000 0 14:30 1 10000 11
2:45 00000 0 14:45 1 12000 13
3:00 10000 1 15:00 70000 7
3:15 10000 1 15:15 1 21000 13
3:30 00000 0 15:30 80000 8
3:45 00000 0 15:45 90000 9
4:00 10000 1 16:00 50000 5
4:15 00000 0 16:15 70000 7
4:30 00000 0 16:30 1
60000 16
4:45 00000 0 16:45 1 40000 14
5:00 20000 2 17:00 1 00000 10
5:15 00000 0 17:15 91000 10
5:30 20000 2 17:30 1 01000 11
5:45 00000 0 17:45 90000 9
6:00 20000 2 18:00 1 10000 11
6:15 20000 2 18:15 1 60000 16
6:30 20000 2 18:30 1 10000 11
6:45 10000 1 18:45 1 00000 10
7:00 50000 5 19:00 90000 9
7:15 40000 4 19:15 1 60000 16
7:30 13000 4 19:30 1 10000 11
7:45 50000 5 19:45 80000 8
8:00 70000 7 20:00 1
20000 12
8:15 20000 2 20:15 1 60000 16
8:30 90000 9 20:30 40000 4
8:45 50000 5 20:45 40000 4
9:00 50000 5 21:00 90000 9
9:15 40000 4 21:15 80000 8
9:30 60000 6 21:30 70000 7
9:45 31000 4 21:45 40000 4
10:00 30000 3 22:00 50000 5
10:15 40000 4 22:15 60000 6
10:30 40000 4 22:30 70000 7
10:45 21000 3 22:45 40000 4
11:00 50000 5 23:00 10000 1
11:15 20000 2 23:15 30000 3
11:30 90000 9 23:30 40000 4
11:45 20000 2 23:45 30000 3
TOTAL 1 0 95000 1 1 4 TOTAL 398 11 0 0 0 409
AM PEAK HOUR 8:30 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 23 AM PEAK VOLUME 50
CLASS 1 CARS TOTAL: AM+PM 507 16 0 0 0 523
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.9% 3.1% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 23 0 0 0 0 23
CLASS 4 4-AXLE TRUCKS 49 1 0 0 0 50
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 5 - Morning Ridge Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS86 Southern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 40000 4
0:15 00000 0 12:15 60000 6
0:30 10000 1 12:30 70000 7
0:45 00000 0 12:45 40000 4
1:00 20000 2 13:00 40000 4
1:15 00000 0 13:15 50000 5
1:30 30000 3 13:30 1 10000 11
1:45 00000 0 13:45 41000 5
2:00 00000 0 14:00 1 40000 14
2:15 00000 0 14:15 51000 6
2:30 00000 0 14:30 1 50000 15
2:45 00000 0 14:45 60000 6
3:00 00000 0 15:00 50000 5
3:15 00000 0 15:15 60000 6
3:30 10000 1 15:30 10000 1
3:45 00000 0 15:45 50000 5
4:00 20000 2 16:00 60000 6
4:15 20000 2 16:15 60000 6
4:30 90000 9 16:30 90000 9
4:45 30000 3 16:45 1
30000 13
5:00 60000 6 17:00 1 00000 10
5:15 90000 9 17:15 90000 9
5:30 80000 8 17:30 40000 4
5:45 50000 5 17:45 70000 7
6:00 80000 8 18:00 80000 8
6:15 70000 7 18:15 40000 4
6:30 80000 8 18:30 40000 4
6:45 30000 3 18:45 50000 5
7:00 40000 4 19:00 50000 5
7:15 50000 5 19:15 70000 7
7:30 1 20000 12 19:30 40000 4
7:45 90000 9 19:45 30000 3
8:00 70000 7 20:00 40000 4
8:15 70010 8 20:15 30000 3
8:30 1
50000 15 20:30 40000 4
8:45 40000 4 20:45 40000 4
9:00 30000 3 21:00 20000 2
9:15 60000 6 21:15 70000 7
9:30 80000 8 21:30 20000 2
9:45 60000 6 21:45 40000 4
10:00 70000 7 22:00 00000 0
10:15 40000 4 22:15 40000 4
10:30 50000 5 22:30 10000 1
10:45 20000 2 22:45 10000 1
11:00 1 00000 10 23:00 10000 1
11:15 40000 4 23:15 20000 2
11:30 50000 5 23:30 00000 0
11:45 70000 7 23:45 20000 2
TOTAL 2 0 80010 2 0 9 TOTAL 2 4 72000 2 4 9
AM PEAK HOUR 7:45 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 39 AM PEAK VOLUME 41
CLASS 1 CARS TOTAL: AM+PM 4 5 5 2010 4 5 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.4% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 38 0 0 1 0 39
CLASS 4 4-AXLE TRUCKS 41 0 0 0 0 41
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 5 - Morning Ridge Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS71 Northern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 1 20000 12
0:15 20000 2 12:15 90000 9
0:30 20000 2 12:30 1 10000 11
0:45 30000 3 12:45 1 20000 12
1:00 10000 1 13:00 50000 5
1:15 50000 5 13:15 70000 7
1:30 20000 2 13:30 1 10000 11
1:45 30000 3 13:45 1 00000 10
2:00 10000 1 14:00 1 60000 16
2:15 10000 1 14:15 1 40000 14
2:30 00000 0 14:30 2 30000 23
2:45 00000 0 14:45 1 00000 10
3:00 30000 3 15:00 1 70000 17
3:15 30000 3 15:15 1 80000 18
3:30 10000 1 15:30 1 40000 14
3:45 11000 2 15:45 1 60000 16
4:00 10000 1 16:00 1 70000 17
4:15 00000 0 16:15 1 60000 16
4:30 10000 1 16:30 1 70000 17
4:45 60000 6 16:45 1 20000 12
5:00 30000 3 17:00 1 60000 16
5:15 60000 6 17:15 2 20000 22
5:30 00000 0 17:30 1 70000 17
5:45 10000 1 17:45 1 70000 17
6:00 20000 2 18:00 2 00000 20
6:15 10000 1 18:15 1 00000 10
6:30 20000 2 18:30 1 50000 15
6:45 30000 3 18:45 1 50000 15
7:00 30000 3 19:00 60000 6
7:15 40000 4 19:15 61000 7
7:30 40000 4 19:30 1 60000 16
7:45 90000 9 19:45 1 00000 10
8:00 1 30000 13 20:00 80000 8
8:15 70000 7 20:15 1 30000 13
8:30 1 21000 13 20:30 1 50000 15
8:45 1 30000 13 20:45 1 10000 11
9:00 50000 5 21:00 1 40000 14
9:15 30000 3 21:15 90000 9
9:30 40000 4 21:30 1 20000 12
9:45 71000 8 21:45 1 20000 12
10:00 20000 2 22:00 80000 8
10:15 50000 5 22:15 40000 4
10:30 60000 6 22:30 50000 5
10:45 70000 7 22:45 30000 3
11:00 81000 9 23:00 70000 7
11:15 10000 1 23:15 50000 5
11:30 50000 5 23:30 50000 5
11:45 1 10000 11 23:45 20000 2
TOTAL 1 8 34000 1 8 7 TOTAL 5 7 01000 5 7 1
AM PEAK HOUR 8:00 AM AM PEAK HOUR 5:15 PM
AM PEAK VOLUME 46 AM PEAK VOLUME 76
CLASS 1 CARS TOTAL: AM+PM 7 5 3 5000 7 5 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.7% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 45 1 0 0 0 46
CLASS 4 4-AXLE TRUCKS 72 0 0 0 0 72
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 6 - Stonegate Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS71 Northern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 90000 9
0:15 00000 0 12:15 1 30000 13
0:30 00000 0 12:30 1 31000 14
0:45 20000 2 12:45 1 70000 17
1:00 00000 0 13:00 60000 6
1:15 20000 2 13:15 1 20000 12
1:30 10000 1 13:30 1 41000 15
1:45 10000 1 13:45 2 00000 20
2:00 00000 0 14:00 1 20000 12
2:15 30000 3 14:15 80000 8
2:30 10000 1 14:30 1 30000 13
2:45 00000 0 14:45 61000 7
3:00 00000 0 15:00 1 30000 13
3:15 60000 6 15:15 1 20000 12
3:30 50000 5 15:30 1 30000 13
3:45 60000 6 15:45 1 10000 11
4:00 50000 5 16:00 1 20000 12
4:15 40000 4 16:15 90000 9
4:30 60000 6 16:30 60000 6
4:45 40000 4 16:45 1 20000 12
5:00 60000 6 17:00 80000 8
5:15 70000 7 17:15 1 30000 13
5:30 1 10000 11 17:30 1 40000 14
5:45 1 20000 12 17:45 80000 8
6:00 10000 1 18:00 1 10000 11
6:15 70000 7 18:15 90000 9
6:30 1 20000 12 18:30 50000 5
6:45 1 70000 17 18:45 70000 7
7:00 80000 8 19:00 80000 8
7:15 1 60000 16 19:15 90000 9
7:30 2 10000 21 19:30 60000 6
7:45 1 80000 18 19:45 80000 8
8:00 1
30000 13 20:00 60000 6
8:15 50000 5 20:15 1 10000 11
8:30 70000 7 20:30 70000 7
8:45 80000 8 20:45 60000 6
9:00 1 00100 11 21:00 40000 4
9:15 1 40000 14 21:15 40000 4
9:30 71000 8 21:30 31000 4
9:45 70000 7 21:45 51000 6
10:00 71000 8 22:00 40000 4
10:15 51000 6 22:15 20000 2
10:30 51000 6 22:30 30000 3
10:45 1 02000 12 22:45 00000 0
11:00 51000 6 23:00 60000 6
11:15 40000 4 23:15 00000 0
11:30 71000 8 23:30 20000 2
11:45 1 30000 13 23:45 10000 1
TOTAL 3 0 98100 3 1 8 TOTAL 4 0 15000 4 0 6
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:15 PM
AM PEAK VOLUME 68 AM PEAK VOLUME 59
CLASS 1 CARS TOTAL: AM+PM 710 13 1 0 0 724
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.1% 1.8% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 68 0 0 0 0 68
CLASS 4 4-AXLE TRUCKS 47 0 0 0 0 47
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 6 - Stonegate Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS72 Southern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 1 91000 20
0:15 10000 1 12:15 1 61000 17
0:30 20000 2 12:30 1 60000 16
0:45 20000 2 12:45 1 10000 11
1:00 20000 2 13:00 1 20000 12
1:15 10000 1 13:15 1 80000 18
1:30 00000 0 13:30 1 31000 14
1:45 00000 0 13:45 50000 5
2:00 20000 2 14:00 1 80000 18
2:15 10000 1 14:15 1 30000 13
2:30 00000 0 14:30 1 50000 15
2:45 00000 0 14:45 1 71000 18
3:00 00000 0 15:00 2 10000 21
3:15 20000 2 15:15 1 92000 21
3:30 00000 0 15:30 1 10000 11
3:45 10000 1 15:45 1 91000 20
4:00 10000 1 16:00 2 40000 24
4:15 00000 0 16:15 1 30000 13
4:30 00000 0 16:30 90000 9
4:45 00000 0 16:45 1 80000 18
5:00 10000 1 17:00 2 40000 24
5:15 10000 1 17:15 1 50000 15
5:30 20000 2 17:30 2 10000 21
5:45 10000 1 17:45 2 30000 23
6:00 00000 0 18:00 1 20000 12
6:15 40000 4 18:15 1 30000 13
6:30 30000 3 18:30 1 20000 12
6:45 30000 3 18:45 1 10000 11
7:00 40000 4 19:00 1 30000 13
7:15 42000 6 19:15 2 10000 21
7:30 61000 7 19:30 50000 5
7:45 40000 4 19:45 1 00000 10
8:00 1 30000 13 20:00 1 31000 14
8:15 1 10000 11 20:15 1 20000 12
8:30 1 00100 11 20:30 1 70000 17
8:45 60000 6 20:45 1 00000 10
9:00 1 00000 10 21:00 1 10000 11
9:15 1 30000 13 21:15 81000 9
9:30 1 01000 11 21:30 10000 1
9:45 70000 7 21:45 90000 9
10:00 50100 6 22:00 40000 4
10:15 1 02000 12 22:15 20000 2
10:30 2 11000 22 22:30 50000 5
10:45 71000 8 22:45 50000 5
11:00 1 40000 14 23:00 30000 3
11:15 1 02000 12 23:15 20000 2
11:30 1 81000 19 23:30 40000 4
11:45 1 00000 10 23:45 10000 1
TOTAL 225 11 2 0 0 238 TOTAL 5 9 49000 6 0 3
AM PEAK HOUR 10:30 AM AM PEAK HOUR 5:00 PM
AM PEAK VOLUME 56 AM PEAK VOLUME 83
CLASS 1 CARS TOTAL: AM+PM 819 20 2 0 0 841
CLASS 2 2-AXLE TRUCKS % OF TOTAL 97.4% 2.4% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 38 0 1 0 0 39
CLASS 4 4-AXLE TRUCKS 83 0 0 0 0 83
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 6 - Stonegate Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS72 Southern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 1 40000 14
0:15 10000 1 12:15 30000 3
0:30 20000 2 12:30 50000 5
0:45 20000 2 12:45 1 60000 16
1:00 00000 0 13:00 40000 4
1:15 20000 2 13:15 80000 8
1:30 00000 0 13:30 60000 6
1:45 10000 1 13:45 1 11000 12
2:00 20000 2 14:00 50000 5
2:15 10000 1 14:15 60000 6
2:30 00000 0 14:30 1 00000 10
2:45 00000 0 14:45 60000 6
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 30000 3
3:30 30000 3 15:30 1 00000 10
3:45 30000 3 15:45 1 20000 12
4:00 61000 7 16:00 1 20000 12
4:15 20000 2 16:15 80000 8
4:30 20000 2 16:30 80000 8
4:45 20000 2 16:45 1 20000 12
5:00 00000 0 17:00 70000 7
5:15 50000 5 17:15 80000 8
5:30 70000 7 17:30 80000 8
5:45 50000 5 17:45 60000 6
6:00 50000 5 18:00 80000 8
6:15 40000 4 18:15 90000 9
6:30 1 20000 12 18:30 60000 6
6:45 40000 4 18:45 60000 6
7:00 50000 5 19:00 40000 4
7:15 60000 6 19:15 90000 9
7:30 1 10000 11 19:30 80000 8
7:45 1 80000 18 19:45 40000 4
8:00 80000 8 20:00 30000 3
8:15 1
10000 11 20:15 50000 5
8:30 1 10000 11 20:30 50000 5
8:45 10000 1 20:45 20000 2
9:00 40000 4 21:00 30000 3
9:15 90000 9 21:15 20000 2
9:30 80000 8 21:30 50000 5
9:45 80000 8 21:45 40000 4
10:00 30000 3 22:00 30000 3
10:15 1 00000 10 22:15 30000 3
10:30 90000 9 22:30 20000 2
10:45 90000 9 22:45 40000 4
11:00 70000 7 23:00 20000 2
11:15 1 00000 10 23:15 20000 2
11:30 80000 8 23:30 30000 3
11:45 80000 8 23:45 00000 0
TOTAL 2 3 51000 2 3 6 TOTAL 2 9 61000 2 9 7
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 48 AM PEAK VOLUME 42
CLASS 1 CARS TOTAL: AM+PM 5 3 1 2000 5 3 3
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.6% 0.4% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 48 0 0 0 0 48
CLASS 4 4-AXLE TRUCKS 40 0 0 0 0 40
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 6 - Stonegate Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS82 Dwy east of Elm.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 00000 0
0:15 00000 0 12:15 00000 0
0:30 00000 0 12:30 00000 0
0:45 00000 0 12:45 00000 0
1:00 00000 0 13:00 00000 0
1:15 00000 0 13:15 00000 0
1:30 00000 0 13:30 00000 0
1:45 00000 0 13:45 00000 0
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 00000 0
3:15 00000 0 15:15 00000 0
3:30 00000 0 15:30 00000 0
3:45 00000 0 15:45 00000 0
4:00 00000 0 16:00 00000 0
4:15 00000 0 16:15 00000 0
4:30 00000 0 16:30 00000 0
4:45 00000 0 16:45 00000 0
5:00 00000 0 17:00 00000 0
5:15 00000 0 17:15 00000 0
5:30 00000 0 17:30 00000 0
5:45 00000 0 17:45 00000 0
6:00 00000 0 18:00 00000 0
6:15 00000 0 18:15 00000 0
6:30 00000 0 18:30 00000 0
6:45 00000 0 18:45 00000 0
7:00 00000 0 19:00 00000 0
7:15 00000 0 19:15 00000 0
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 00000 0
8:00 00000 0 20:00 00000 0
8:15 00000 0 20:15 00000 0
8:30 10000 1 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 00000 0 21:15 00000 0
9:30 00000 0 21:30 00000 0
9:45 00000 0 21:45 00000 0
10:00 00000 0 22:00 00000 0
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 00000 0
10:45 00000 0 22:45 00000 0
11:00 00000 0 23:00 00000 0
11:15 10000 1 23:15 00000 0
11:30 00000 0 23:30 00000 0
11:45 00000 0 23:45 00000 0
TOTAL 200002 TOTAL 000000
AM PEAK HOUR 11:15 AM AM PEAK HOUR 11:45 PM
AM PEAK VOLUME 1 AM PEAK VOLUME 0
CLASS 1 CARS TOTAL: AM+PM 200002
CLASS 2 2-AXLE TRUCKS % OF TOTAL 100.0% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 1 0 0 0 0 1
CLASS 4 4-AXLE TRUCKS 0 0 0 0 0 0
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 7 - River's Edge Apartment Homes
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS82 Dwy east of Elm.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 00000 0
0:15 00000 0 12:15 21000 3
0:30 00000 0 12:30 20000 2
0:45 00000 0 12:45 10000 1
1:00 00000 0 13:00 00000 0
1:15 00000 0 13:15 10000 1
1:30 00000 0 13:30 10000 1
1:45 00000 0 13:45 40000 4
2:00 00000 0 14:00 10000 1
2:15 10000 1 14:15 40000 4
2:30 00000 0 14:30 00000 0
2:45 10000 1 14:45 11000 2
3:00 00000 0 15:00 30000 3
3:15 00000 0 15:15 30010 4
3:30 00000 0 15:30 20000 2
3:45 00000 0 15:45 20000 2
4:00 00000 0 16:00 30000 3
4:15 00000 0 16:15 30000 3
4:30 00000 0 16:30 11000 2
4:45 00000 0 16:45 20000 2
5:00 00000 0 17:00 00000 0
5:15 00000 0 17:15 00000 0
5:30 00000 0 17:30 20000 2
5:45 20000 2 17:45 00000 0
6:00 10000 1 18:00 30000 3
6:15 00000 0 18:15 00000 0
6:30 00000 0 18:30 10000 1
6:45 00000 0 18:45 20000 2
7:00 00000 0 19:00 30000 3
7:15 10000 1 19:15 10000 1
7:30 20000 2 19:30 10000 1
7:45 70000 7 19:45 10000 1
8:00 50000 5 20:00 00000 0
8:15 10000 1 20:15 10000 1
8:30 40000 4 20:30 20000 2
8:45 10000 1 20:45 20000 2
9:00 40000 4 21:00 10000 1
9:15 10000 1 21:15 10000 1
9:30 20000 2 21:30 00000 0
9:45 00000 0 21:45 40000 4
10:00 00000 0 22:00 10000 1
10:15 10000 1 22:15 00000 0
10:30 10000 1 22:30 10000 1
10:45 00000 0 22:45 00000 0
11:00 00000 0 23:00 00000 0
11:15 11000 2 23:15 00000 0
11:30 20000 2 23:30 20000 2
11:45 01000 1 23:45 00000 0
TOTAL 3 82000 4 0 TOTAL 6 53010 6 9
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 17 AM PEAK VOLUME 11
CLASS 1 CARS TOTAL: AM+PM 1 0 3 5010 1 0 9
CLASS 2 2-AXLE TRUCKS % OF TOTAL 94.5% 4.6% 0.0% 0.9% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 17 0 0 0 0 17
CLASS 4 4-AXLE TRUCKS 9 1 0 0 0 10
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 7 - River's Edge Apartment Homes
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS83 Dwy south of Lakeshore.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 30000 3 12:00 2 33000 26
0:15 20000 2 12:15 1 72000 19
0:30 40000 4 12:30 2 20000 22
0:45 30000 3 12:45 1 50000 15
1:00 20000 2 13:00 1 70000 17
1:15 20000 2 13:15 1 72000 19
1:30 00000 0 13:30 1 50000 15
1:45 30000 3 13:45 3 60000 36
2:00 20000 2 14:00 2 90000 29
2:15 20000 2 14:15 2 52000 27
2:30 30000 3 14:30 1 32000 15
2:45 50000 5 14:45 3 21010 34
3:00 20000 2 15:00 2 70000 27
3:15 00000 0 15:15 1 90000 19
3:30 10000 1 15:30 2 51000 26
3:45 10000 1 15:45 4 30000 43
4:00 20000 2 16:00 3 60000 36
4:15 10000 1 16:15 2 31000 24
4:30 20000 2 16:30 4 10000 41
4:45 21000 3 16:45 3 50000 35
5:00 30000 3 17:00 4 22000 44
5:15 30000 3 17:15 3 50000 35
5:30 20000 2 17:30 3 20000 32
5:45 70000 7 17:45 2 70000 27
6:00 60000 6 18:00 4 50000 45
6:15 60000 6 18:15 4 00000 40
6:30 30000 3 18:30 3 51000 36
6:45 10000 1 18:45 3 00000 30
7:00 81000 9 19:00 3 20000 32
7:15 41000 5 19:15 2 90000 29
7:30 2 10000 21 19:30 2 30000 23
7:45 2 80000 28 19:45 2 70000 27
8:00 1 70000 17 20:00 3 71000 38
8:15 2 80000 28 20:15 1 80000 18
8:30 1 10000 11 20:30 2 00000 20
8:45 1 41000 15 20:45 2 00000 20
9:00 1 30000 13 21:00 3 10000 31
9:15 1 51000 16 21:15 1 40000 14
9:30 1 22000 14 21:30 1 70000 17
9:45 1 41000 15 21:45 1 50000 15
10:00 1 53000 18 22:00 1 40000 14
10:15 1 51000 16 22:15 90000 9
10:30 1 02000 12 22:30 1 10000 11
10:45 1 01000 11 22:45 1 00000 10
11:00 1 22000 14 23:00 60000 6
11:15 1 20000 12 23:15 1 00000 10
11:30 2 20000 22 23:30 50000 5
11:45 2 60000 26 23:45 70000 7
TOTAL 380 17 0 0 0 397 TOTAL 1,151 18 0 1 0 1,170
AM PEAK HOUR 7:30 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 94 AM PEAK VOLUME 155
CLASS 1 CARS TOTAL: AM+PM 1,531 35 0 1 0 1,567
CLASS 2 2-AXLE TRUCKS % OF TOTAL 97.7% 2.2% 0.0% 0.1% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 94 0 0 0 0 94
CLASS 4 4-AXLE TRUCKS 153 2 0 0 0 155
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 7 - River's Edge Apartment Homes
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS83 Dwy south of Lakeshore.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 70000 7 12:00 2 10000 21
0:15 10000 1 12:15 1 50000 15
0:30 10000 1 12:30 2 01000 21
0:45 00000 0 12:45 1 41000 15
1:00 10000 1 13:00 1 50000 15
1:15 30000 3 13:15 1 60000 16
1:30 20000 2 13:30 2 21000 23
1:45 20000 2 13:45 2 41000 25
2:00 20000 2 14:00 2 30000 23
2:15 00000 0 14:15 1 50000 15
2:30 00000 0 14:30 2 51000 26
2:45 10000 1 14:45 2 61000 27
3:00 20000 2 15:00 1 81000 19
3:15 50000 5 15:15 3 10000 31
3:30 30000 3 15:30 2 30000 23
3:45 60000 6 15:45 3 11000 32
4:00 30000 3 16:00 1 50000 15
4:15 90000 9 16:15 2 30000 23
4:30 90000 9 16:30 2 50000 25
4:45 1 70000 17 16:45 2 70000 27
5:00 70000 7 17:00 3 20000 32
5:15 1 30000 13 17:15 2 50000 25
5:30 1 51000 16 17:30 1 80000 18
5:45 1 30000 13 17:45 2 00000 20
6:00 1 21000 13 18:00 1 80000 18
6:15 1 90000 19 18:15 2 40000 24
6:30 2 30000 23 18:30 2 51000 26
6:45 1 61000 17 18:45 1 60000 16
7:00 1 32000 15 19:00 90000 9
7:15 3 50000 35 19:15 1 10000 11
7:30 5 50000 55 19:30 1 10000 11
7:45 4 00000 40 19:45 1 50000 15
8:00 3 50000 35 20:00 90000 9
8:15 2 00000 20 20:15 1 30000 13
8:30 1 70000 17 20:30 1 51000 16
8:45 1 80000 18 20:45 1 30000 13
9:00 2 10000 21 21:00 1 20000 12
9:15 2 80000 28 21:15 70000 7
9:30 2 41000 25 21:30 61000 7
9:45 1 30000 13 21:45 70000 7
10:00 2 12000 23 22:00 70000 7
10:15 2 63000 29 22:15 60000 6
10:30 1 62000 18 22:30 50000 5
10:45 1 63000 19 22:45 70000 7
11:00 1 50000 15 23:00 60000 6
11:15 1 41000 15 23:15 30000 3
11:30 2 10000 21 23:30 40000 4
11:45 1 61000 17 23:45 20000 2
TOTAL 656 18 0 0 0 674 TOTAL 775 11 0 0 0 786
AM PEAK HOUR 7:15 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 165 AM PEAK VOLUME 109
CLASS 1 CARS TOTAL: AM+PM 1,431 29 0 0 0 1,460
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.0% 2.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 165 0 0 0 0 165
CLASS 4 4-AXLE TRUCKS 109 0 0 0 0 109
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 7 - River's Edge Apartment Homes
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS90 Western Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 30000 3
0:15 10000 1 12:15 1 20000 12
0:30 20000 2 12:30 60000 6
0:45 00000 0 12:45 30000 3
1:00 10000 1 13:00 10000 1
1:15 30000 3 13:15 1 00010 11
1:30 00000 0 13:30 90000 9
1:45 10000 1 13:45 60000 6
2:00 00000 0 14:00 1 00000 10
2:15 30000 3 14:15 80000 8
2:30 20000 2 14:30 1 20000 12
2:45 00000 0 14:45 1 80000 18
3:00 40000 4 15:00 1 30000 13
3:15 10000 1 15:15 70000 7
3:30 30000 3 15:30 1 71000 18
3:45 10000 1 15:45 1 70000 17
4:00 00000 0 16:00 60000 6
4:15 00000 0 16:15 80000 8
4:30 00000 0 16:30 90000 9
4:45 20000 2 16:45 1 50000 15
5:00 00000 0 17:00 90000 9
5:15 20000 2 17:15 1 00000 10
5:30 00000 0 17:30 1 40000 14
5:45 00000 0 17:45 1 10000 11
6:00 30000 3 18:00 81000 9
6:15 50000 5 18:15 1 20000 12
6:30 60000 6 18:30 90000 9
6:45 00000 0 18:45 81000 9
7:00 20000 2 19:00 40000 4
7:15 50000 5 19:15 90000 9
7:30 1 20000 12 19:30 80000 8
7:45 30000 3 19:45 70000 7
8:00 40000 4 20:00 80000 8
8:15 70000 7 20:15 20000 2
8:30 1
10000 11 20:30 90000 9
8:45 10000 1 20:45 50000 5
9:00 50000 5 21:00 70000 7
9:15 30000 3 21:15 30000 3
9:30 20000 2 21:30 10000 1
9:45 40000 4 21:45 20000 2
10:00 50000 5 22:00 20000 2
10:15 22000 4 22:15 20000 2
10:30 50000 5 22:30 30000 3
10:45 30000 3 22:45 40000 4
11:00 50000 5 23:00 30000 3
11:15 60000 6 23:15 50000 5
11:30 60000 6 23:30 40000 4
11:45 30000 3 23:45 10000 1
TOTAL 1 3 52000 1 3 7 TOTAL 3 6 03010 3 6 4
AM PEAK HOUR 7:30 AM AM PEAK HOUR 2:45 PM
AM PEAK VOLUME 26 AM PEAK VOLUME 56
CLASS 1 CARS TOTAL: AM+PM 4 9 5 5010 5 0 1
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.0% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 26 0 0 0 0 26
CLASS 4 4-AXLE TRUCKS 44 0 0 0 0 44
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 8 - Mayberry Colony Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS90 Western Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 1 10000 11
0:15 10000 1 12:15 1 10000 11
0:30 00000 0 12:30 90000 9
0:45 10000 1 12:45 80000 8
1:00 00000 0 13:00 60000 6
1:15 10000 1 13:15 60000 6
1:30 00000 0 13:30 30000 3
1:45 20000 2 13:45 70000 7
2:00 00000 0 14:00 1 20000 12
2:15 00000 0 14:15 1 40000 14
2:30 00000 0 14:30 1 00000 10
2:45 30000 3 14:45 1 10000 11
3:00 20000 2 15:00 1 00000 10
3:15 50000 5 15:15 90000 9
3:30 50000 5 15:30 80000 8
3:45 40000 4 15:45 70000 7
4:00 00000 0 16:00 1
10000 11
4:15 50000 5 16:15 1 00000 10
4:30 70000 7 16:30 1 00000 10
4:45 30000 3 16:45 80000 8
5:00 80000 8 17:00 1 60000 16
5:15 00000 0 17:15 1 31000 14
5:30 20000 2 17:30 1 20000 12
5:45 60000 6 17:45 1 30000 13
6:00 40000 4 18:00 1 10000 11
6:15 30000 3 18:15 50000 5
6:30 90000 9 18:30 70000 7
6:45 80000 8 18:45 1 20000 12
7:00 70000 7 19:00 80000 8
7:15 2 10000 21 19:15 50000 5
7:30 40000 4 19:30 70000 7
7:45 70000 7 19:45 60000 6
8:00 2
10000 21 20:00 50000 5
8:15 1 00000 10 20:15 70000 7
8:30 80010 9 20:30 60000 6
8:45 70000 7 20:45 30000 3
9:00 90000 9 21:00 10000 1
9:15 50000 5 21:15 50000 5
9:30 30000 3 21:30 30000 3
9:45 20000 2 21:45 50000 5
10:00 91000 10 22:00 10000 1
10:15 43000 7 22:15 10000 1
10:30 21000 3 22:30 00000 0
10:45 90000 9 22:45 20000 2
11:00 1 10000 11 23:00 20000 2
11:15 20000 2 23:15 40000 4
11:30 50000 5 23:30 50000 5
11:45 80000 8 23:45 20000 2
TOTAL 2 3 35010 2 3 9 TOTAL 3 4 81000 3 4 9
AM PEAK HOUR 7:15 AM AM PEAK HOUR 5:00 PM
AM PEAK VOLUME 53 AM PEAK VOLUME 55
CLASS 1 CARS TOTAL: AM+PM 5 8 1 6010 5 8 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.0% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 53 0 0 0 0 53
CLASS 4 4-AXLE TRUCKS 54 1 0 0 0 55
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 8 - Mayberry Colony Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS91 Eastern Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 30000 3 12:00 80000 8
0:15 30000 3 12:15 80000 8
0:30 10000 1 12:30 30000 3
0:45 10000 1 12:45 50000 5
1:00 00000 0 13:00 70000 7
1:15 40000 4 13:15 40000 4
1:30 00000 0 13:30 70000 7
1:45 10000 1 13:45 20000 2
2:00 10000 1 14:00 90000 9
2:15 10000 1 14:15 1 40000 14
2:30 00000 0 14:30 1 40000 14
2:45 10000 1 14:45 80000 8
3:00 00000 0 15:00 20000 2
3:15 00000 0 15:15 10000 1
3:30 30000 3 15:30 30000 3
3:45 00000 0 15:45 30000 3
4:00 00000 0 16:00 90000 9
4:15 10000 1 16:15 90000 9
4:30 10000 1 16:30 70000 7
4:45 00000 0 16:45 1
30000 13
5:00 00000 0 17:00 81000 9
5:15 00000 0 17:15 1 20000 12
5:30 30000 3 17:30 70000 7
5:45 30000 3 17:45 1 10000 11
6:00 00000 0 18:00 1 40000 14
6:15 00000 0 18:15 60000 6
6:30 20000 2 18:30 30000 3
6:45 00000 0 18:45 1 30000 13
7:00 1 20000 12 19:00 1 40000 14
7:15 70000 7 19:15 1 00000 10
7:30 40000 4 19:30 20000 2
7:45 80000 8 19:45 80000 8
8:00 30000 3 20:00 30000 3
8:15 60000 6 20:15 40000 4
8:30 60010 7 20:30 40000 4
8:45 70000 7 20:45 70000 7
9:00 50000 5 21:00 20000 2
9:15 30000 3 21:15 30000 3
9:30 50000 5 21:30 30000 3
9:45 32000 5 21:45 30000 3
10:00 20000 2 22:00 20000 2
10:15 32000 5 22:15 20000 2
10:30 50000 5 22:30 60000 6
10:45 40000 4 22:45 20000 2
11:00 20000 2 23:00 10000 1
11:15 30000 3 23:15 10000 1
11:30 70000 7 23:30 30000 3
11:45 30000 3 23:45 20000 2
TOTAL 1 2 74010 1 3 2 TOTAL 2 9 21000 2 9 3
AM PEAK HOUR 7:00 AM AM PEAK HOUR 2:00 PM
AM PEAK VOLUME 31 AM PEAK VOLUME 45
CLASS 1 CARS TOTAL: AM+PM 4 1 9 5010 4 2 5
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.6% 1.2% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 31 0 0 0 0 31
CLASS 4 4-AXLE TRUCKS 40 1 0 0 0 41
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 8 - Mayberry Colony Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS91 Eastern Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 70000 7
0:15 00000 0 12:15 50000 5
0:30 10000 1 12:30 30000 3
0:45 00000 0 12:45 30000 3
1:00 00000 0 13:00 40000 4
1:15 00000 0 13:15 90000 9
1:30 10000 1 13:30 40010 5
1:45 00000 0 13:45 50000 5
2:00 00000 0 14:00 1 10000 11
2:15 00000 0 14:15 80000 8
2:30 20000 2 14:30 20000 2
2:45 10000 1 14:45 40000 4
3:00 10000 1 15:00 70000 7
3:15 00000 0 15:15 50000 5
3:30 00000 0 15:30 71000 8
3:45 00000 0 15:45 1
10000 11
4:00 10000 1 16:00 50000 5
4:15 10000 1 16:15 1 00000 10
4:30 10000 1 16:30 70000 7
4:45 30000 3 16:45 30000 3
5:00 10000 1 17:00 20000 2
5:15 30000 3 17:15 40000 4
5:30 30000 3 17:30 50000 5
5:45 70000 7 17:45 70000 7
6:00 20000 2 18:00 30000 3
6:15 20000 2 18:15 40000 4
6:30 30000 3 18:30 30000 3
6:45 90000 9 18:45 50000 5
7:00 1 10000 11 19:00 20000 2
7:15 90000 9 19:15 40000 4
7:30 1 00000 10 19:30 00000 0
7:45 60000 6 19:45 00000 0
8:00 10000 1 20:00 20000 2
8:15 30000 3 20:15 20000 2
8:30 1
10000 11 20:30 20000 2
8:45 1 30000 13 20:45 10000 1
9:00 20000 2 21:00 10000 1
9:15 20000 2 21:15 10000 1
9:30 40000 4 21:30 00000 0
9:45 40000 4 21:45 00000 0
10:00 10000 1 22:00 20000 2
10:15 71000 8 22:15 20000 2
10:30 50000 5 22:30 10000 1
10:45 50000 5 22:45 40000 4
11:00 10000 1 23:00 20000 2
11:15 30000 3 23:15 00000 0
11:30 40000 4 23:30 20000 2
11:45 30000 3 23:45 00000 0
TOTAL 1 4 71000 1 4 8 TOTAL 1 8 11010 1 8 3
AM PEAK HOUR 6:45 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 39 AM PEAK VOLUME 34
CLASS 1 CARS TOTAL: AM+PM 3 2 8 2010 3 3 1
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.6% 0.0% 0.3% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 36 0 0 0 0 36
CLASS 4 4-AXLE TRUCKS 25 0 0 0 0 25
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 8 - Mayberry Colony Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS92 DWY west of Hathaway.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 100001 12:00 900009
0:15 100001 12:15 601007
0:30 200002 12:30 700007
0:45 200002 12:45 500005
1:00 200002 13:00 400004
1:15 100001 13:15 300003
1:30 000000 13:30 800008
1:45 000000 13:45 710008
2:00 100001 14:00 1 01000 11
2:15 000000 14:15 500005
2:30 000000 14:30 1 10000 11
2:45 000000 14:45 400004
3:00 100001 15:00 500005
3:15 100001 15:15 600006
3:30 000000 15:30 1 30000 13
3:45 100001 15:45 1 20000 12
4:00 000000 16:00 1 30000 13
4:15 100001 16:15 700007
4:30 300003 16:30 900009
4:45 200002 16:45 300003
5:00 000000 17:00 700007
5:15 100001 17:15 800008
5:30 100001 17:30 700007
5:45 100001 17:45 700007
6:00 000000 18:00 800008
6:15 101002 18:15 500005
6:30 100001 18:30 900009
6:45 200002 18:45 700007
7:00 300003 19:00 410005
7:15 200002 19:15 700007
7:30 200002 19:30 900009
7:45 40000 4 19:45 600006
8:00 500005 20:00 1
00000 10
8:15 700007 20:15 700007
8:30 300003 20:30 600006
8:45 700007 20:45 400004
9:00 200002 21:00 800008
9:15 400004 21:15 500005
9:30 400004 21:30 500005
9:45 310004 21:45 500005
10:00 700007 22:00 400004
10:15 200002 22:15 1 20000 12
10:30 200002 22:30 400004
10:45 300003 22:45 500005
11:00 100001 23:00 400004
11:15 700007 23:15 100001
11:30 410005 23:30 100001
11:45 300003 23:45 000000
TOTAL 1 0 12100 1 0 4 TOTAL 3 1 23100 3 1 6
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 22 AM PEAK VOLUME 45
CLASS 1 CARS TOTAL: AM+PM 4 1 3 5200 4 2 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.3% 1.2% 0.5% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 22 0 0 0 0 22
CLASS 4 4-AXLE TRUCKS 32 0 0 0 0 32
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 9 - Summit Ridge Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS92 DWY west of Hathaway.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 000000 12:00 301004
0:15 000000 12:15 900009
0:30 100001 12:30 900009
0:45 000000 12:45 300003
1:00 000000 13:00 600006
1:15 000000 13:15 310004
1:30 000000 13:30 900009
1:45 000000 13:45 300003
2:00 000000 14:00 810009
2:15 100001 14:15 700007
2:30 100001 14:30 900009
2:45 000000 14:45 100001
3:00 000000 15:00 600006
3:15 100001 15:15 800008
3:30 300003 15:30 1 00000 10
3:45 000000 15:45 91000 10
4:00 200002 16:00 800008
4:15 000000 16:15 400004
4:30 100001 16:30 600006
4:45 000000 16:45 200002
5:00 200002 17:00 410005
5:15 100001 17:15 800008
5:30 200002 17:30 900009
5:45 1 00000 10 17:45 600006
6:00 200002 18:00 300003
6:15 700007 18:15 500005
6:30 000000 18:30 400004
6:45 401005 18:45 300003
7:00 300003 19:00 500005
7:15 400004 19:15 410005
7:30 300003 19:30 400004
7:45 80000 8 19:45 200002
8:00 900009 20:00 500005
8:15 900009 20:15 300003
8:30 300003 20:30 200002
8:45 800008 20:45 200002
9:00 800008 21:00 400004
9:15 400004 21:15 100001
9:30 700007 21:30 500005
9:45 100001 21:45 500005
10:00 400004 22:00 300003
10:15 300003 22:15 100001
10:30 200002 22:30 100001
10:45 200002 22:45 400004
11:00 500005 23:00 000000
11:15 400004 23:15 100001
11:30 300003 23:30 000000
11:45 600006 23:45 200002
TOTAL 1 3 40100 1 3 5 TOTAL 2 1 95100 2 2 5
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 29 AM PEAK VOLUME 36
CLASS 1 CARS TOTAL: AM+PM 3 5 3 5200 3 6 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.1% 1.4% 0.6% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 29 0 0 0 0 29
CLASS 4 4-AXLE TRUCKS 27 1 0 0 0 28
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 9 - Summit Ridge Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS93 DWY north of George.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 200002 12:00 1 20100 13
0:15 200002 12:15 1 01000 11
0:30 000000 12:30 900009
0:45 000000 12:45 1 20000 12
1:00 100001 13:00 2 10000 21
1:15 100001 13:15 1 01000 11
1:30 000000 13:30 800008
1:45 000000 13:45 1 30000 13
2:00 300003 14:00 1 30000 13
2:15 110002 14:15 800008
2:30 100001 14:30 1 80000 18
2:45 000000 14:45 900009
3:00 200002 15:00 900009
3:15 100001 15:15 2 40000 24
3:30 000000 15:30 1 91000 20
3:45 000000 15:45 1 90000 19
4:00 100001 16:00 1 30000 13
4:15 000000 16:15 800008
4:30 000000 16:30 2 20000 22
4:45 000000 16:45 1 30000 13
5:00 300003 17:00 1 51000 16
5:15 400004 17:15 1 20000 12
5:30 000000 17:30 1 50000 15
5:45 100001 17:45 1 80000 18
6:00 300003 18:00 2 30000 23
6:15 300003 18:15 1 20000 12
6:30 200002 18:30 1 00000 10
6:45 200002 18:45 1 20000 12
7:00 100001 19:00 1 60000 16
7:15 600006 19:15 1 30000 13
7:30 1 50000 15 19:30 700007
7:45 70000 7 19:45 700007
8:00 1
10000 11 20:00 1 40000 14
8:15 1 30000 13 20:15 700007
8:30 1 60000 16 20:30 800008
8:45 1 50000 15 20:45 1 00000 10
9:00 1 00000 10 21:00 1 00000 10
9:15 800008 21:15 600006
9:30 1 20000 12 21:30 200002
9:45 500005 21:45 600006
10:00 400004 22:00 700007
10:15 500005 22:15 500005
10:30 200002 22:30 200002
10:45 1 70000 17 22:45 500005
11:00 500005 23:00 900009
11:15 1 11000 12 23:15 100001
11:30 1 20000 12 23:30 100001
11:45 500005 23:45 400004
TOTAL 2 1 32000 2 1 5 TOTAL 5 2 74100 5 3 2
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 55 AM PEAK VOLUME 76
CLASS 1 CARS TOTAL: AM+PM 7 4 0 6100 7 4 7
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.8% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 55 0 0 0 0 55
CLASS 4 4-AXLE TRUCKS 62 1 0 0 0 63
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 9 - Summit Ridge Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS93 DWY north of George.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 100001 12:00 900009
0:15 100001 12:15 1 20000 12
0:30 000000 12:30 1 21100 14
0:45 300003 12:45 2 00000 20
1:00 000000 13:00 1 60000 16
1:15 000000 13:15 1 40000 14
1:30 000000 13:30 1 70000 17
1:45 000000 13:45 91000 10
2:00 100001 14:00 1 80000 18
2:15 100001 14:15 1 10000 11
2:30 110002 14:30 1 00000 10
2:45 100001 14:45 1 40000 14
3:00 000000 15:00 1 90000 19
3:15 000000 15:15 1 50000 15
3:30 000000 15:30 1 10000 11
3:45 000000 15:45 900009
4:00 000000 16:00 1 70000 17
4:15 100001 16:15 900009
4:30 300003 16:30 800008
4:45 100001 16:45 1 30000 13
5:00 500005 17:00 500005
5:15 100001 17:15 2 00000 20
5:30 600006 17:30 1 30000 13
5:45 200002 17:45 1 30000 13
6:00 400004 18:00 1 20000 12
6:15 600006 18:15 1 00000 10
6:30 600006 18:30 1 10000 11
6:45 700007 18:45 1 20000 12
7:00 900009 19:00 1 00000 10
7:15 1 80000 18 19:15 500005
7:30 2 00000 20 19:30 800008
7:45 3 10000 31 19:45 1 10000 11
8:00 2 50000 25 20:00 700007
8:15 1 60000 16 20:15 1 00000 10
8:30 1 50000 15 20:30 900009
8:45 1 40000 14 20:45 700007
9:00 1 00000 10 21:00 500005
9:15 1 50000 15 21:15 400004
9:30 1 10000 11 21:30 600006
9:45 900009 21:45 200002
10:00 91000 10 22:00 500005
10:15 1 00000 10 22:15 400004
10:30 700007 22:30 400004
10:45 1 20000 12 22:45 300003
11:00 1 10000 11 23:00 600006
11:15 810009 23:15 000000
11:30 900009 23:30 000000
11:45 1 91000 20 23:45 300003
TOTAL 3 2 94000 3 3 3 TOTAL 4 6 82100 4 7 1
AM PEAK HOUR 7:15 AM AM PEAK HOUR 12:45 PM
AM PEAK VOLUME 94 AM PEAK VOLUME 67
CLASS 1 CARS TOTAL: AM+PM 7 9 7 6100 8 0 4
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 94 0 0 0 0 94
CLASS 4 4-AXLE TRUCKS 51 0 0 0 0 51
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 9 - Summit Ridge Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS87 Dwy north of Thornton.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 30000 3
0:15 00000 0 12:15 21000 3
0:30 30000 3 12:30 31000 4
0:45 20000 2 12:45 20000 2
1:00 10000 1 13:00 30000 3
1:15 00000 0 13:15 40000 4
1:30 00000 0 13:30 30000 3
1:45 00000 0 13:45 30000 3
2:00 00000 0 14:00 50000 5
2:15 00000 0 14:15 80000 8
2:30 00000 0 14:30 60000 6
2:45 20000 2 14:45 20000 2
3:00 10000 1 15:00 50000 5
3:15 00000 0 15:15 50000 5
3:30 00000 0 15:30 90000 9
3:45 00000 0 15:45 30000 3
4:00 00000 0 16:00 90000 9
4:15 00000 0 16:15 90000 9
4:30 00000 0 16:30 50000 5
4:45 20000 2 16:45 70000 7
5:00 00000 0 17:00 60000 6
5:15 00000 0 17:15 20000 2
5:30 10000 1 17:30 90000 9
5:45 00000 0 17:45 90000 9
6:00 00000 0 18:00 1
20000 12
6:15 00000 0 18:15 50000 5
6:30 10000 1 18:30 90000 9
6:45 30000 3 18:45 50000 5
7:00 10000 1 19:00 50000 5
7:15 1 00000 10 19:15 30000 3
7:30 20000 2 19:30 80000 8
7:45 10000 1 19:45 30000 3
8:00 30000 3 20:00 70000 7
8:15 40000 4 20:15 50000 5
8:30 50000 5 20:30 80000 8
8:45 21000 3 20:45 20000 2
9:00 1
00000 10 21:00 10000 1
9:15 10000 1 21:15 30000 3
9:30 30000 3 21:30 20000 2
9:45 70000 7 21:45 20000 2
10:00 20000 2 22:00 70000 7
10:15 00000 0 22:15 30000 3
10:30 10000 1 22:30 10000 1
10:45 41000 5 22:45 30000 3
11:00 50000 5 23:00 10000 1
11:15 30000 3 23:15 50000 5
11:30 41000 5 23:30 10000 1
11:45 50000 5 23:45 10000 1
TOTAL 8 93000 9 2 TOTAL 2 2 42000 2 2 6
AM PEAK HOUR 8:15 AM AM PEAK HOUR 5:45 PM
AM PEAK VOLUME 22 AM PEAK VOLUME 35
CLASS 1 CARS TOTAL: AM+PM 3 1 3 5000 3 1 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.4% 1.6% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 16 0 0 0 0 16
CLASS 4 4-AXLE TRUCKS 30 0 0 0 0 30
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 10 - Riverdale Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS87 Dwy north of Thornton.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 30000 3
0:15 00000 0 12:15 60000 6
0:30 20000 2 12:30 01000 1
0:45 10000 1 12:45 50000 5
1:00 10000 1 13:00 30000 3
1:15 00000 0 13:15 50000 5
1:30 10000 1 13:30 10000 1
1:45 10000 1 13:45 50000 5
2:00 00000 0 14:00 50000 5
2:15 00000 0 14:15 60000 6
2:30 00000 0 14:30 70000 7
2:45 10000 1 14:45 40000 4
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 20000 2
3:30 10000 1 15:30 1 10000 11
3:45 00000 0 15:45 30000 3
4:00 10000 1 16:00 50000 5
4:15 10000 1 16:15 1 20000 12
4:30 00000 0 16:30 50000 5
4:45 00000 0 16:45 70000 7
5:00 10000 1 17:00 50000 5
5:15 00000 0 17:15 60000 6
5:30 10000 1 17:30 10000 1
5:45 10000 1 17:45 40000 4
6:00 10000 1 18:00 70000 7
6:15 30000 3 18:15 70000 7
6:30 60000 6 18:30 70000 7
6:45 30000 3 18:45 40000 4
7:00 1 30000 13 19:00 50000 5
7:15 1 40000 14 19:15 20000 2
7:30 30000 3 19:30 40000 4
7:45 70000 7 19:45 40000 4
8:00 60000 6 20:00 50000 5
8:15 30000 3 20:15 40000 4
8:30 1
10000 11 20:30 40000 4
8:45 51000 6 20:45 10000 1
9:00 60000 6 21:00 20000 2
9:15 10000 1 21:15 00000 0
9:30 40000 4 21:30 20000 2
9:45 60000 6 21:45 00000 0
10:00 40000 4 22:00 50000 5
10:15 00000 0 22:15 30000 3
10:30 20000 2 22:30 10000 1
10:45 10000 1 22:45 30000 3
11:00 30000 3 23:00 10000 1
11:15 40000 4 23:15 50000 5
11:30 50000 5 23:30 10000 1
11:45 41000 5 23:45 00000 0
TOTAL 1 2 82000 1 3 0 TOTAL 1 9 41000 1 9 5
AM PEAK HOUR 7:00 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 37 AM PEAK VOLUME 31
CLASS 1 CARS TOTAL: AM+PM 3 2 2 3000 3 2 5
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.9% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 37 0 0 0 0 37
CLASS 4 4-AXLE TRUCKS 29 0 0 0 0 29
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 10 - Riverdale Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS88 Southern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 60000 6
0:15 20000 2 12:15 1 20000 12
0:30 30000 3 12:30 90000 9
0:45 10000 1 12:45 30000 3
1:00 10000 1 13:00 40000 4
1:15 20000 2 13:15 1 30000 13
1:30 00000 0 13:30 1 10000 11
1:45 30000 3 13:45 30000 3
2:00 00000 0 14:00 40000 4
2:15 10000 1 14:15 1 10000 11
2:30 00000 0 14:30 80000 8
2:45 10000 1 14:45 1 10000 11
3:00 00000 0 15:00 1 40000 14
3:15 10000 1 15:15 60000 6
3:30 00000 0 15:30 90000 9
3:45 00000 0 15:45 1
20000 12
4:00 00000 0 16:00 70000 7
4:15 00000 0 16:15 1 30000 13
4:30 10000 1 16:30 60000 6
4:45 00000 0 16:45 1 60000 16
5:00 50000 5 17:00 1 60000 16
5:15 20000 2 17:15 70000 7
5:30 30000 3 17:30 1 30000 13
5:45 20000 2 17:45 1 00000 10
6:00 10000 1 18:00 60000 6
6:15 00000 0 18:15 1 00000 10
6:30 30000 3 18:30 1 00000 10
6:45 40000 4 18:45 1 00000 10
7:00 1 20000 12 19:00 1 00000 10
7:15 1 10000 11 19:15 70000 7
7:30 1 00000 10 19:30 80000 8
7:45 50000 5 19:45 40000 4
8:00 60000 6 20:00 40000 4
8:15 20000 2 20:15 30000 3
8:30 90000 9 20:30 40000 4
8:45 90000 9 20:45 20000 2
9:00 30000 3 21:00 40000 4
9:15 30000 3 21:15 60000 6
9:30 40000 4 21:30 60000 6
9:45 20000 2 21:45 20000 2
10:00 30000 3 22:00 40000 4
10:15 20000 2 22:15 50000 5
10:30 51000 6 22:30 50000 5
10:45 40000 4 22:45 30000 3
11:00 60000 6 23:00 00000 0
11:15 50000 5 23:15 10000 1
11:30 60000 6 23:30 10000 1
11:45 11000 2 23:45 10000 1
TOTAL 1 4 52000 1 4 7 TOTAL 3 4 00000 3 4 0
AM PEAK HOUR 7:00 AM AM PEAK HOUR 4:45 PM
AM PEAK VOLUME 38 AM PEAK VOLUME 52
CLASS 1 CARS TOTAL: AM+PM 4 8 5 2000 4 8 7
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.6% 0.4% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 38 0 0 0 0 38
CLASS 4 4-AXLE TRUCKS 52 0 0 0 0 52
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 10 - Riverdale Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS88 Southern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 40000 4
0:15 10000 1 12:15 80000 8
0:30 20000 2 12:30 72000 9
0:45 20000 2 12:45 70000 7
1:00 00000 0 13:00 80000 8
1:15 10000 1 13:15 90000 9
1:30 00000 0 13:30 1 30000 13
1:45 00000 0 13:45 70000 7
2:00 00000 0 14:00 1 40000 14
2:15 00000 0 14:15 1 30000 13
2:30 00000 0 14:30 40000 4
2:45 00000 0 14:45 60000 6
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 80000 8
3:30 00000 0 15:30 90000 9
3:45 30000 3 15:45 1
10000 11
4:00 10000 1 16:00 80000 8
4:15 10000 1 16:15 60000 6
4:30 00000 0 16:30 40000 4
4:45 00000 0 16:45 70000 7
5:00 20000 2 17:00 1 20000 12
5:15 10000 1 17:15 60000 6
5:30 20000 2 17:30 1 10000 11
5:45 10000 1 17:45 60000 6
6:00 60000 6 18:00 30000 3
6:15 30000 3 18:15 30000 3
6:30 30000 3 18:30 80000 8
6:45 1 40000 14 18:45 80000 8
7:00 2 00000 20 19:00 40000 4
7:15 1 80000 18 19:15 40000 4
7:30 2 60000 26 19:30 40000 4
7:45 1 10000 11 19:45 30000 3
8:00 60000 6 20:00 50000 5
8:15 50000 5 20:15 50000 5
8:30 80000 8 20:30 50000 5
8:45 80000 8 20:45 30000 3
9:00 50000 5 21:00 50000 5
9:15 20000 2 21:15 50000 5
9:30 50000 5 21:30 40000 4
9:45 60000 6 21:45 20000 2
10:00 50000 5 22:00 10000 1
10:15 00000 0 22:15 20000 2
10:30 30000 3 22:30 40000 4
10:45 71000 8 22:45 10000 1
11:00 81000 9 23:00 00000 0
11:15 50000 5 23:15 70000 7
11:30 40000 4 23:30 10000 1
11:45 51000 6 23:45 10000 1
TOTAL 2 0 13000 2 0 4 TOTAL 2 8 22000 2 8 4
AM PEAK HOUR 6:45 AM AM PEAK HOUR 1:30 PM
AM PEAK VOLUME 78 AM PEAK VOLUME 47
CLASS 1 CARS TOTAL: AM+PM 4 8 3 5000 4 8 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.0% 1.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 75 0 0 0 0 75
CLASS 4 4-AXLE TRUCKS 36 0 0 0 0 36
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 10 - Riverdale Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS89 Northern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 40000 4
0:15 00000 0 12:15 30000 3
0:30 00000 0 12:30 30000 3
0:45 10000 1 12:45 10000 1
1:00 00000 0 13:00 50000 5
1:15 00000 0 13:15 10000 1
1:30 10000 1 13:30 40000 4
1:45 00000 0 13:45 40000 4
2:00 10000 1 14:00 71000 8
2:15 00000 0 14:15 50000 5
2:30 00000 0 14:30 40000 4
2:45 00000 0 14:45 40000 4
3:00 00000 0 15:00 40000 4
3:15 00000 0 15:15 50100 6
3:30 00000 0 15:30 30000 3
3:45 00000 0 15:45 20000 2
4:00 20000 2 16:00 70000 7
4:15 50000 5 16:15 60000 6
4:30 00000 0 16:30 80000 8
4:45 00000 0 16:45 1
00000 10
5:00 00000 0 17:00 80000 8
5:15 00000 0 17:15 40000 4
5:30 00000 0 17:30 30000 3
5:45 10000 1 17:45 40000 4
6:00 10000 1 18:00 50000 5
6:15 20000 2 18:15 60000 6
6:30 10000 1 18:30 80000 8
6:45 00000 0 18:45 40000 4
7:00 20000 2 19:00 50000 5
7:15 10000 1 19:15 40000 4
7:30 50000 5 19:30 40000 4
7:45 20000 2 19:45 50000 5
8:00 00000 0 20:00 30000 3
8:15 10000 1 20:15 70000 7
8:30 30000 3 20:30 40000 4
8:45 50000 5 20:45 1
20000 12
9:00 51000 6 21:00 40000 4
9:15 30000 3 21:15 50000 5
9:30 10000 1 21:30 40000 4
9:45 50000 5 21:45 60000 6
10:00 30000 3 22:00 20000 2
10:15 20000 2 22:15 40000 4
10:30 20000 2 22:30 30000 3
10:45 40000 4 22:45 30000 3
11:00 50000 5 23:00 60000 6
11:15 10000 1 23:15 70000 7
11:30 30000 3 23:30 60000 6
11:45 31000 4 23:45 50000 5
TOTAL 7 32000 7 5 TOTAL 2 3 11100 2 3 3
AM PEAK HOUR 8:30 AM AM PEAK HOUR 4:15 PM
AM PEAK VOLUME 17 AM PEAK VOLUME 32
CLASS 1 CARS TOTAL: AM+PM 3 0 4 3100 3 0 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.7% 1.0% 0.3% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 10 0 0 0 0 10
CLASS 4 4-AXLE TRUCKS 32 0 0 0 0 32
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 10 - Riverdale Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS89 Northern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 60000 6
0:15 00000 0 12:15 90000 9
0:30 30000 3 12:30 60000 6
0:45 10000 1 12:45 40000 4
1:00 00000 0 13:00 50000 5
1:15 00000 0 13:15 40000 4
1:30 00000 0 13:30 50000 5
1:45 00000 0 13:45 40000 4
2:00 00000 0 14:00 30000 3
2:15 00000 0 14:15 80000 8
2:30 00000 0 14:30 60000 6
2:45 20000 2 14:45 50000 5
3:00 10000 1 15:00 60000 6
3:15 00000 0 15:15 90000 9
3:30 30000 3 15:30 50100 6
3:45 00000 0 15:45 70000 7
4:00 00000 0 16:00 20000 2
4:15 40000 4 16:15 60000 6
4:30 00000 0 16:30 60000 6
4:45 10000 1 16:45 50000 5
5:00 00000 0 17:00 60000 6
5:15 00000 0 17:15 30000 3
5:30 20000 2 17:30 40000 4
5:45 20000 2 17:45 30000 3
6:00 50000 5 18:00 60000 6
6:15 30000 3 18:15 50000 5
6:30 20000 2 18:30 30000 3
6:45 50000 5 18:45 30000 3
7:00 70000 7 19:00 60000 6
7:15 70000 7 19:15 20000 2
7:30 50000 5 19:30 20000 2
7:45 20000 2 19:45 30000 3
8:00 40000 4 20:00 30000 3
8:15 30000 3 20:15 10000 1
8:30 60000 6 20:30 10000 1
8:45 40000 4 20:45 20000 2
9:00 20000 2 21:00 10000 1
9:15 20000 2 21:15 50000 5
9:30 30000 3 21:30 20000 2
9:45 80000 8 21:45 20000 2
10:00 10000 1 22:00 10000 1
10:15 30000 3 22:15 10000 1
10:30 20000 2 22:30 30000 3
10:45 30000 3 22:45 20000 2
11:00 20000 2 23:00 10000 1
11:15 20000 2 23:15 00000 0
11:30 30000 3 23:30 10000 1
11:45 11000 2 23:45 00000 0
TOTAL 1 0 41000 1 0 5 TOTAL 1 8 30100 1 8 4
AM PEAK HOUR 6:45 AM AM PEAK HOUR 3:00 PM
AM PEAK VOLUME 24 AM PEAK VOLUME 28
CLASS 1 CARS TOTAL: AM+PM 2 8 7 1100 2 8 9
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.3% 0.3% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 21 0 0 0 0 21
CLASS 4 4-AXLE TRUCKS 23 0 0 0 0 23
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 10 - Riverdale Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS70 Dwy east of E Parkridge.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 90000 9
0:15 20000 2 12:15 1 00000 10
0:30 80000 8 12:30 1 60000 16
0:45 20000 2 12:45 1 31000 14
1:00 20000 2 13:00 2 02000 22
1:15 20000 2 13:15 1 02000 12
1:30 10000 1 13:30 1 81000 19
1:45 10000 1 13:45 1 80000 18
2:00 10000 1 14:00 1 92000 21
2:15 10000 1 14:15 2 11000 22
2:30 10000 1 14:30 3 71000 38
2:45 10000 1 14:45 3 20000 32
3:00 40000 4 15:00 1 50000 15
3:15 50000 5 15:15 2 22000 24
3:30 10000 1 15:30 2 00000 20
3:45 40000 4 15:45 1 70000 17
4:00 70000 7 16:00 2 63000 29
4:15 00000 0 16:15 2 10000 21
4:30 20000 2 16:30 2 60000 26
4:45 40000 4 16:45 2 50000 25
5:00 30000 3 17:00 2 30000 23
5:15 50000 5 17:15 2 50000 25
5:30 10000 1 17:30 1 90000 19
5:45 50000 5 17:45 3 00000 30
6:00 40000 4 18:00 1 30000 13
6:15 60000 6 18:15 2 81000 29
6:30 32000 5 18:30 1 41000 15
6:45 81000 9 18:45 2 60000 26
7:00 62000 8 19:00 1 80000 18
7:15 73000 10 19:15 90000 9
7:30 2 00100 21 19:30 1 80000 18
7:45 1 10000 11 19:45 2 00000 20
8:00 1 10100 12 20:00 1 40000 14
8:15 1 51000 16 20:15 70000 7
8:30 1 11000 12 20:30 1 80000 18
8:45 82000 10 20:45 1 40000 14
9:00 1 10000 11 21:00 90000 9
9:15 50000 5 21:15 1 50000 15
9:30 92000 11 21:30 1 10000 11
9:45 80000 8 21:45 1 20000 12
10:00 1 30000 13 22:00 1 10000 11
10:15 31000 4 22:15 60000 6
10:30 91000 10 22:30 1 20000 12
10:45 1 50000 15 22:45 50000 5
11:00 1 00000 10 23:00 70000 7
11:15 71000 8 23:15 30000 3
11:30 1 10000 11 23:30 60000 6
11:45 80000 8 23:45 20000 2
TOTAL 284 17 2 0 0 303 TOTAL 790 17 0 0 0 807
AM PEAK HOUR 7:30 AM AM PEAK HOUR 2:00 PM
AM PEAK VOLUME 60 AM PEAK VOLUME 113
CLASS 1 CARS TOTAL: AM+PM 1,074 34 2 0 0 1,110
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.8% 3.1% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 57 1 2 0 0 60
CLASS 4 4-AXLE TRUCKS 98 3 0 0 0 101
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 11 - Parkridge Meadows Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS70 Dwy east of E Parkridge.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 80000 8
0:15 30000 3 12:15 1 21000 13
0:30 40000 4 12:30 1 20000 12
0:45 30000 3 12:45 1 00000 10
1:00 20000 2 13:00 1 62000 18
1:15 10000 1 13:15 1 52000 17
1:30 10000 1 13:30 1 40000 14
1:45 00000 0 13:45 1 80000 18
2:00 00000 0 14:00 1 63000 19
2:15 00000 0 14:15 2 02000 22
2:30 10000 1 14:30 1 70000 17
2:45 00000 0 14:45 1 40000 14
3:00 10000 1 15:00 1 61000 17
3:15 00000 0 15:15 2 92000 31
3:30 10000 1 15:30 2 40000 24
3:45 20000 2 15:45 2 10000 21
4:00 1 00000 10 16:00 1 53000 18
4:15 1 40000 14 16:15 1 70000 17
4:30 1 60000 16 16:30 1 20000 12
4:45 1 10000 11 16:45 90000 9
5:00 60000 6 17:00 1 80000 18
5:15 1 90000 19 17:15 1 50000 15
5:30 1 30000 13 17:30 1 50000 15
5:45 1 60000 16 17:45 1 20000 12
6:00 1 00000 10 18:00 1 10000 11
6:15 1 10000 11 18:15 1 20000 12
6:30 1 80000 18 18:30 1 53000 18
6:45 2 83000 31 18:45 1 20000 12
7:00 1 21000 13 19:00 1 41000 15
7:15 3 54000 39 19:15 1 10000 11
7:30 2 60000 26 19:30 1 30000 13
7:45 2 60100 27 19:45 70000 7
8:00 2
30000 23 20:00 1 60000 16
8:15 1 00100 11 20:15 1 00000 10
8:30 1 41000 15 20:30 1 90000 19
8:45 2 03000 23 20:45 70000 7
9:00 1 50000 15 21:00 70000 7
9:15 1 60000 16 21:15 40000 4
9:30 91000 10 21:30 60000 6
9:45 1 61000 17 21:45 60000 6
10:00 1 00000 10 22:00 10000 1
10:15 1 70000 17 22:15 40000 4
10:30 81000 9 22:30 70000 7
10:45 1 70000 17 22:45 30000 3
11:00 1 00000 10 23:00 80000 8
11:15 50000 5 23:15 00000 0
11:30 1 21000 13 23:30 30000 3
11:45 1 70000 17 23:45 10000 1
TOTAL 511 16 2 0 0 529 TOTAL 572 20 0 0 0 592
AM PEAK HOUR 7:15 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 115 AM PEAK VOLUME 94
CLASS 1 CARS TOTAL: AM+PM 1,083 36 2 0 0 1,121
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.6% 3.2% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 110 4 1 0 0 115
CLASS 4 4-AXLE TRUCKS 60 0 0 0 0 60
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 11 - Parkridge Meadows Apartments
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS81 Dwy west of Goetz.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 1 10000 11 12:00 2 91000 30
0:15 70000 7 12:15 3 40000 34
0:30 90000 9 12:30 2 80000 28
0:45 60000 6 12:45 3 21000 33
1:00 30000 3 13:00 2 02000 22
1:15 60000 6 13:15 4 02000 42
1:30 30000 3 13:30 3 70000 37
1:45 70000 7 13:45 2 90000 29
2:00 20000 2 14:00 2 80000 28
2:15 50000 5 14:15 4 81000 49
2:30 50000 5 14:30 4 50000 45
2:45 80000 8 14:45 3 31000 34
3:00 50000 5 15:00 3 31000 34
3:15 20000 2 15:15 5 10000 51
3:30 20000 2 15:30 4 80100 49
3:45 80000 8 15:45 6 20000 62
4:00 00000 0 16:00 5 61000 57
4:15 30000 3 16:15 4 20000 42
4:30 10000 1 16:30 4 90000 49
4:45 1 00000 10 16:45 3 90000 39
5:00 50000 5 17:00 5 90000 59
5:15 80000 8 17:15 4 30000 43
5:30 60000 6 17:30 4 00000 40
5:45 50000 5 17:45 5 01000 51
6:00 60000 6 18:00 3 81000 39
6:15 30000 3 18:15 3 30000 33
6:30 80000 8 18:30 4 40000 44
6:45 90000 9 18:45 3 51000 36
7:00 90000 9 19:00 3 30000 33
7:15 1 40000 14 19:15 2 90000 29
7:30 1 50000 15 19:30 2 70000 27
7:45 3 40000 34 19:45 2 01000 21
8:00 4 41000 45 20:00 2 90000 29
8:15 4 72100 50 20:15 2 50000 25
8:30 2 30000 23 20:30 3 30000 33
8:45 3 70000 37 20:45 2 90000 29
9:00 1 40000 14 21:00 2 90000 29
9:15 1 30000 13 21:15 2 10000 21
9:30 1 60000 16 21:30 3 20000 32
9:45 1 01000 11 21:45 1 00000 10
10:00 1 11000 12 22:00 1 50000 15
10:15 1 62000 18 22:15 1 80000 18
10:30 1 90000 19 22:30 2 10000 21
10:45 2 00000 20 22:45 1 90000 19
11:00 1 41100 16 23:00 1 10000 11
11:15 2 00000 20 23:15 2 10000 21
11:30 1 70000 17 23:30 1 00000 10
11:45 1 90000 19 23:45 1 40000 14
TOTAL 5 6 58200 5 7 5 TOTAL 1,571 14 1 0 0 1,586
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 155 AM PEAK VOLUME 219
CLASS 1 CARS TOTAL: AM+PM 2,136 22 3 0 0 2,161
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.0% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 151 3 1 0 0 155
CLASS 4 4-AXLE TRUCKS 192 1 0 0 0 193
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 12 - Hunt Club Apartments
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS81 Dwy west of Goetz.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 50000 5 12:00 2 71000 28
0:15 40000 4 12:15 1 70000 17
0:30 60000 6 12:30 4 21000 43
0:45 10000 1 12:45 2 91000 30
1:00 20000 2 13:00 3 12000 33
1:15 50000 5 13:15 2 40000 24
1:30 40000 4 13:30 3 93000 42
1:45 10000 1 13:45 4 01000 41
2:00 20000 2 14:00 5 30000 53
2:15 40000 4 14:15 3 80000 38
2:30 20000 2 14:30 3 20000 32
2:45 40000 4 14:45 2 50000 25
3:00 40000 4 15:00 3 81000 39
3:15 80000 8 15:15 3 91000 40
3:30 1 20000 12 15:30 3 80100 39
3:45 1 50000 15 15:45 3 90000 39
4:00 1 30000 13 16:00 2 80000 28
4:15 1 10000 11 16:15 3 21000 33
4:30 2 30000 23 16:30 3 30000 33
4:45 1 70000 17 16:45 2 30000 23
5:00 1 00000 10 17:00 2 80000 28
5:15 1 80000 18 17:15 3 90000 39
5:30 2 10000 21 17:30 3 10000 31
5:45 2 80000 28 17:45 2 70000 27
6:00 1 40000 14 18:00 1 70000 17
6:15 2 51000 26 18:15 2 40000 24
6:30 3 70000 37 18:30 1 90000 19
6:45 3 00000 30 18:45 2 40000 24
7:00 4 71000 48 19:00 2 01000 21
7:15 6 50000 65 19:15 1 70000 17
7:30 7 20000 72 19:30 1 30000 13
7:45 8 70000 87 19:45 1 70000 17
8:00 5 30000 53 20:00 1 00000 10
8:15 3 01000 31 20:15 1 82000 20
8:30 1 62100 19 20:30 1 80000 18
8:45 1 70000 17 20:45 1 60000 16
9:00 3 00000 30 21:00 90000 9
9:15 1 40000 14 21:15 80000 8
9:30 2 30000 23 21:30 1 60000 16
9:45 2 00000 20 21:45 80000 8
10:00 2 51000 26 22:00 50000 5
10:15 2 70000 27 22:15 40000 4
10:30 1 71000 18 22:30 1 10000 11
10:45 3 10000 31 22:45 1 00000 10
11:00 2 40000 24 23:00 70000 7
11:15 2 51000 26 23:15 60000 6
11:30 2 20000 22 23:30 20000 2
11:45 1 60100 17 23:45 10000 1
TOTAL 9 8 78200 9 9 7 TOTAL 1,092 15 1 0 0 1,108
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:30 PM
AM PEAK VOLUME 277 AM PEAK VOLUME 174
CLASS 1 CARS TOTAL: AM+PM 2,079 23 3 0 0 2,105
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.1% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 277 0 0 0 0 277
CLASS 4 4-AXLE TRUCKS 125 0 0 0 0 125
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 12 - Hunt Club Apartments
Christopher Gray and Chris Tzeng, WRCOG
May 2, 2023

Page 12 of 13 ends

Appendix B: Apartment
Characteristics

Appendix B: Apartment Characteristics
Studio One
Bedroom
Two
Bedrooms
Three
Bedrooms
Four
Bedrooms
Total # of
DUs
Total # of
Bedrooms
Average #
Bedrooms
per DU
Studio One
Bedroom
Two
Bedrooms
Three
Bedrooms
Four
Bedrooms
Average
Size of
Unit per
Complex
Sum of
Area of All
Dus
Average
Square
Footage
per DU
(Sq. Ft.)
1 Central Zone Oakwood Apartments
15170 Perris Blvd,
Moreno Valley, CA
92551
+1 951-243-0800 N/A - - 80 93 68 241 711 3.0 - - 832 1,042 1,282 1,052 250,642 1040.01 2 Northwest Zone Springbrook Park
Apartments
1066 Orange St,
Riverside, CA 92501 +1 951-682-9774 N/A - 40 32 40 - 112 224 2.0 - 800 967 1,100 - 956 106,944 954.86 3 Central Zone Vista Springs
Apartments
21550 Box Springs Rd,
Moreno Valley, CA
92557
+1 951-276-0334 N/A - 108 104 - - 212 316 1.5 - 690 960 - - 825 174,360 822.45 4 Northwest Zone Vesada Apartment
Homes
3390 Country Village
Road, Riverside, CA
92509
+1 951-462-2198 california.weidner.com 18 72 153 18 - 261 450 1.7 629 782 1,021 1,168 - 900 244,863 938.17 5 Southwest Zone Morning Ridge
Apartments
30660 Milky Way Dr,
Temecula, CA 92592 +1 951-699-0886 morningridgeapts.com - 74 126 - - 200 326 1.6 680 950 - - 815 170,020 850.10 6 Northwest Zone Stonegate Apartments 6506 Doolittle Ave, Riverside, CA 92503 (951) 351-9445 stonegateriverside.com 1 79 80 - - 160 240 1.5 300 705 905 - - 637 128, 395 802.47 7 Southwest Zone River's Edge Apartment
Homes
2088 E Lakeshore Dr,
Lake Elsinore, CA 92530 +1 951-678-8553 riversedgeapartmentlivi ng.com - 96 88 - - 184 272 1.5 - 762 1,089 - - 926 168,984 918.39 8 Hemet/San Jacinto
Zone
Mayberry Colony
Apartments
40389 Mayberry Ave #
A1, Hemet, CA 92544 +1 951-929-3380 www.mayberrycolony.co m - 34 55 - - 89 144 1.6 - 790 962 - - 876 79,770 896.29 9 Pass Zone Summit Ridge
Apartments
555 N Hathaway St #
1101, Banning, CA
92220
+1 951-849-3001 www.summitridgebanni
ng.com - - 40 40 - 80 200 2.5 - 850 1,058 - - 954 42,320 529.00 10 Hemet/San Jacinto
Zone Riverdale Apartments 1250 S Cawston Ave,
Hemet, CA 92545 +1 951-766-5672 www.rentriverdaleapts.c om - - 36 60 - 96 252 2.6 - - 984 1,033 - 1,009 97,404 1014.63 11 Northwest Zone Parkridge Meadows
Apartments
219 E Parkridge Ave,
Corona, CA 92879 +1 951-736-8681 www.allenproperties.net - - 87 1 - 88 177 2.0 - - 780 - - 780 67,860 771.14 12 Central Zone Hunt Club Apartments 1355 S Perris Blvd, Perris, CA 92570 +1 951-657-0228 www.huntclubperris.co
m - - 203 - - 203 406 2.0 - - 962 - - 962 195,286 962.00 NameStudy Site
# TUMF Zone Address Phone # Apartment Website
# of Apartment Style Apartment Size (Sq. Ft.)
&----------------
Christopher Gray and Chris Tzeng, WRCOG
May 2, 2023

Page 13 of 13 ends

Appendix C: Correlation Plots
Appendix C: Correlation Plots
Daily Trip Generation by Average Size of Dwelling UnitDaily Trip Generation by # of Dwelling Units in Complex Daily Trip Generation by Average # of Bedrooms Per Dwelling Unit
AM Peak Trip Generation by # of Dwelling Units in Complex PM Peak Trip Generation by # of Dwelling Units in Complex AM Peak Trip Generation by Average # of Bedrooms Per
Dwelling Unit
PM Peak Trip Generation by Average # of Bedrooms Per Dwelling Unit
AM Peak Trip Generation by Average Size of Dwelling Unit PM Peak Trip Generation by Average Size of Dwelling Unit y = 249.92x + 601.26
R² = 0.0813
0 500
1,000
1,500
2,000
2,500

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
Daily Trips Generated (Veh)
Average # of Bedrooms per DU
Average # of Bedrooms per DU
y = 20.854x + 50.612
R² = 0.0758
0 20
40 60
80 100
120
140
160
180

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
AM Peak Trips Generated (Veh)
Average # of Bedrooms per DU
Average # of Bedrooms per DU
y = 19.26x + 50.489
R² = 0.0769
0 20
40 60
80 100
120
140
160
180

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
PM Peak Trips Generated (Veh)
Average # of Bedrooms per DU
Average # of Bedrooms per DU
y = 1.4463x ‐ 174.18
R² = 0.2107
0 500
1,000
1,500
2,000
2,500
0 200 400 600 800 1,000 1,200
Daily Trips Generated (Veh)
Average DU Size (Sq. Ft.)
Average DU Size (Sq. Ft.)
y = 0.1258x ‐ 18.538
R² = 0.2131
0 20
40 60
80 100
120
140
160
180
0 200 400 600 800 1,000 1,200
AM Peak Trips Generated (Veh)
Average DU Size (Sq. Ft.)
Average DU Size (Sq. Ft.)
y = 0.1319x ‐ 27.14
R² = 0.2789
0 20
40 60
80 100
120
140
160
180
0 200 400 600 800 1,000 1,200
PM Peak Trips Generated (Veh)
Average DU Size (Sq. Ft.)
Average DU Size (Sq. Ft.)
y = 5.7897x + 162
R² = 0.7617
0 500
1,000
1,500
2,000
2,500
0 50 100 150 200 250 300
Daily Trips Generated (Veh)
Total # of Dwelling Units
Total # of Dwelling Units
y = 0.4893x + 12.967
R² = 0.7277
0 20
40 60
80 100
120
140
160
180
0 50 100 150 200 250 300
AM Peak Trips Generated (Veh)
Total # of Dwelling Units
Total # of Dwelling Units
y = 0.4552x + 15.198
R² = 0.7495
0 20
40 60
80 100
120
140
160
180
0 50 100 150 200 250 300
PM Peak Trips Generated (Veh)
Total # of Dwelling Units
Total # of Dwelling Units
•
•
+
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+ +
t
+
t
+
+
+
+
+
+
+
• • 1 .. ! ... •·····;·························· +
: .. • + +
•
• . . .............. .
~ ... •·········!···········
. : .. • t
•
•
;..~·········~·············~·········
• • • • • ,-
+
t
t
t
t
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+
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WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 L-1
Appendix L - Non-Residential Fee Calculation

The non-residential fee was calculated by multiplying the estimated Regional System of Highways and Arterials improvements cost attributable to new development ( Section

4.0) by the proportion of all regional trips that are generated by non-residential land uses (Section 5.3), and dividing this number by the projected increase in non-residential land use between 2018 and 2045 ( Table 2.3, Section 2.0) and the proportional share of new employees in each sector.

In preparation for the fee calculation, SCAG 2020 RTP/SCS employment data by sector was first converted to land use as square feet of gross floor area (SF GFA). Non- residential employee to gross floor area conversion factors were derived from four sources. These sources are:
 Cordoba Corporation/Parsons Brinckerhoff Quade and Douglas, Inc. (PBQD), Land Use Density Conversion Factors For The Long-Range Corridor Study San Bernardino and Riverside Counties, August 20, 1990. Table 8.  Orange County Transportation Authority (OCTA), Orange County Subarea Modeling Guidelines Manual, June 2001. Appendix C.
 Southern California Association of Governments (SCAG), Employment Density Study, October 31, 2001, Table IIB
 County of Riverside, General Plan, As Amended December 15, 2015, Appendix E:

Socioeconomic Build-Out Projections Assumptions & Methodology, Table E-5

The employment conversion factors developed for use in the calculation of the non- residential fee are tabulated in Exhibits L-1 through L-4. The relevant sections of these respective publications are included in this Appendix as Exhibits L-5 through L-8.

To account for the difference in trip generation rates between the various employment sectors, the non-residential fee value for each sector was normalized by multiplying by the respective median trip generation rate for the range of associated land use types as published in the Institute of Traffic Engineers Trip Generation Manual, Eleventh Edition, 2021. The respective fee values are presented in Section 6.2. The table detailing the calculation of the non-residential fee (and residential fee) is included in Appendix K as Exhibit K-1.

EXHIBIT L-1 Employment Conversion Factors
Employment Sector Employees Gross Floor Area (TSF) Conversion Rate (Employees/TSF)
Land Use Category
(2)
Minimum Range
Conversion Rate
(Employees/TSF)
Land Use Category
(3)
SF per Employee
based on Average
Employees per Acre
and Average FAR
(Riverside County)
Employees/TSF Land Use Category (4) SF per Employee Employees/TSF TUMF Median
Employment
Conversion Factors
(Employees/TSF)
6,379 5,117 1.25 R&D/LI/BP 2.50 R&D/Flex Space 867 Light Industrial 1030 11,603 6,103 1.90 Heavy Industry 2.00 Light Manufacturing 1548 Heavy Industry 1500 8,624 3,962 2.18 Warehouse 1.00 Warehouse 1195
5,559 3,038 1.83
954 411 2.32
6,120 4,140 1.48
119 279 0.43
1,023 917 1.12

1.65 Median 2.00 Median 1195.0 0.84 Median 1265.0 0.79
34,821 20,125 1.73 Regional Retail 268 Commercial Retail 500 3,452 1,590 2.17 Other Retail/Service 629
1,080 453 2.38
12,978 17,023 0.76

1.95 Median 448.5 2.23 Median 500.0 2.00
7,738 1,095 7.07 Office 3.00 Low-Rise Office 481 Commercial Office 300 3,945 548 7.20 Medical/PO/Bank 3.50 Hotel/Motel 3476 Business Park 600 5,470 1,529 3.58 Hospital 2.50
6,680 1,966 3.40 Restaurant 3.00
8,900 3,886 2.29
9,006 3,201 2.81
23,345 4,061 5.75

3.58 Median 3.00 Median 1978.5 0.51 Median 450.0 2.22
Government/Civic 3.00 Government Offices 208
Library 1.50
Median 2.25 Median 208.0 4.81
Notes:

3.53 General Offices

2.61 (3) SCAG, Employment Density Study, October 31, 2001, Table IIB Service
(2) OCTA, Orange County Subarea Model Guidelines Manual, June 2001. Appendix C. (1) Cordoba Corporation/PBQD, Land Use Density Conversion Factors For Long Range Corridor Study San Bernardino and Riverside Counties, August 20, 1990. Table 8. - TUMF Median Employment Conversion Factor is the median of (1) through (4) Conversion Rates - OCTA Typical Employment Conversion Factors for Commercial excluded as it potentially covers uses in both Retail and Service categories; Hotel/Motel, Schools, Golf Course, Developed Park, Park and Agricultural were excluded as they are calculated from units other than TSF.

Government/Public Sector
Professional Services
Medical Services
Median
(4) County of Riverside, General Plan, As Amended December 15, 2015, Appendix E: Socioeconomic Build-Out Projections Assumptions & Methodology, Table E-5 Retail

1.25 2.00
Equipment Rental
Retail Trade
Median
Personnal, Rental and Repair
General Commercial
Light Manufacturing
Manufacturing, Small Module
Wholesale, Trade Industry
- Business by Land Use Categories Wholesale Trade Commercial and Automotive Repair were excluded as there is inconsistencies between the Land Use Density Conversion Factors For Long Range Corridor Study San Bernardino and Riverside Counties categorization, and the NAICS Major Group categorization.

Business by Land Use Category (1)
Industrial High Tech/Research
Median
Heavy Manufacturing
General Manufacturing
Warehousing
General Industry
Financial/Insurance/Real Estate
Small Office
Restaurant
Business Services
EXHIBIT L-2 Population and Employment Estimates
Sector 2018 2045 Change Employee Conversion
Factor / TSF Change in SF of GFA
Population 1,905,440 2,533,876 628,436 Households
Single-Family 397,407 564,898 167,491 Multi-Family 157,166 247,501 90,335 Totals 554,573 812,399 257,826 Employees
Industrial 169,334 245,915 76,581 1.25 61,489,565 Retail 73,814 86,929 13,115 2.00 6,557,500 Service 308,703 482,958 174,255 2.61 66,735,957 Government/Public Sector 18,569 30,640 12,071 3.53 3,420,665 Totals 570,420 846,442 276,022 138,203,688 Source: SCAG 2020 RTP/SCS; RivCOM
EXHIBIT L-3 Trip Generation Rate Comparison
Non-Residential
Employee Growth SF Growth
ITE Median PM
Peak Hour Trips
Per Employee
ITE Median PM Peak
Hour Trips per TSF
Trip Growth
(SFGrowth *
ITEMedian)
Calculated PM
Peak Hour Trips per
Employee
Weighted Median
PM Peak Hour Trips
Per Employee
Median Share PM
Peak Period Pass By
Trips (Retail and
Service Uses)
Adjusted PM Peak
Hour Trips Per
Employee
Industrial 76,581 61,489,565 0.7 0.6 36,894 0.5 0.6 0.6 Retail 13,115 6,557,500 3.3 5.0 32,788 2.5 2.9 37% 1.8 Service 174,255 66,735,957 2.2 5.7 380,395 2.2 2.2 44% 1.2 Government/Public Sector 12,071 3,420,665 3.3 3.2 10,946 0.9 2.1 2.1 276,022 138,203,688 461,022 EXHIBIT L-4 Representative ITE Weekday PM Peak Hour Trip Generation Rates

RESIDENTIAL
PM Peak Hour PM Peak Hour
Land Use Category ITE Reference Trip Ends per DU Trip Ends per Residents Single Family Residential
Single Family Detached Housing 210 0.99 0.28
Multi Family
Single-Family Attached Housing 215 0.61 0.44
Multifamily Housing (Low-Rise) Not Close to Rail Transit 220 0.57 0.27 Multifamily Housing (Mid-Rise) Not Close to Rail Transit 221 0.39 0.23 Multifamily Housing (High-Rise) Not Close to Rail Transit 222 0.40 Affordable Housing - Income Limits 223 0.50 0.14
Average 0.49 0.27
Median 0.50 0.25

NON-RESIDENTIAL
PM Peak Hour PM Peak Hour PM Peak Period
Land Use Category ITE Reference Trip Ends per TSF* Trip Ends per Employee*Pass by Trips** Industrial
Intermodal Truck Terminal 30 1.89 0.72
General Light Industry 110 0.80 0.69
Industrial Park 130 0.40 0.42
Manufacturing 140 0.80 0.40
Warehousing 150 0.23 0.68
High-Cube Transload and Short-Term Storage 154 0.17
High-Cube Fulfillment Center Warehouse - Non-Sort 155 0.27 High-Cube Parcel Hib Warehouse 156 0.71
Average 0.66 0.58
Median 0.56 0.68
Retail
Building Materials and Lumber 812 2.65 3.30
Free-Standing Discount Superstore 813 4.39 1.75 29%
Variety Store 814 7.42 12.65 34%
Free-Standing Discount Store 815 5.42 2.36 20%
Hardware/Paint Store 816 1.10 3.77 26%
Nursery (Garden Center) 817 8.37 2.55
Nursery (Wholesale) 818 5.01 0.59
Shopping Center 820 4.09 1.91
Shopping Center (150K to 300K) 820 29%
Shopping Center (300K to 900 K) 820 19%
Shopping Plaza with Supermarket 821 9.72
Shopping Plaza without Supermarket 821 5.40 1.80
Shopping Plaza 821 40%
Strip Retail Plaza 822 13.24 10.15
Factory Outlet Center 823 1.94
Automobile Sales (New) 840 2.65 1.10
Automobile Sales (Used) 841 4.92 2.27
Automobile Parts Sales 843 5.88 4.27 43%
Tire Store 848 3.72 3.05 25%
Supermarket 850 9.19 3.37 24%
Convenience Store 851 53.51 34.33
Convenience Market with Gasoline Pumps 853
Discount Supermarket 854
Discount Club 857 4.62 3.49 34%
Sporting Goods Superstore 861 2.58 0.93
Home Improvement Superstore 862 3.21 42%
Electronics Superstore 863 4.48 40%
Pet Supply Superstore 866 2.19
Book Superstore 868 14.00
Department Store 875 2.81
Apparel Store 876 4.20
Pharmacy/Drugstore without Drive Through Window 880 8.62 53% Pharmacy/Drugstore with Drive Through Window 881 11.23 7.79 49% Marijuana Dispensary 882 24.57
Furniture Store 890 0.70 1.01 53%
Liquor Store 899 17.00 5.98
Gasoline/Service Station 944 28.39 57%
Convenience Store/Gas Station (none) 945 21.31
Convenience Store/Gas Station (9 - 15 vehicle fueling positions) 945 56.38 75% Average 9.54 6.87 38%
Median 4.97 3.30 37%
Service
Data Center 160 0.13
Specialty Trade Contractor 180 2.18 0.80
Movie Theatre 445 14.06 9.56
Health/Fitness Club 492 3.92
Day Care Center 565 11.82 4.66 44%
Hospital 610 0.98 0.33
Nursing Home 620 0.82 0.45
Clinic 630 4.22 2.49
Animal Hospital/Veterinary Clinic 640 3.83 2.26
Free Standing Emergency Room 650 2.24
Small Office Building 712 3.15 1.90
Medical-Dentist Office Building (Stand-Alone) 720 4.79 1.26 Medical-Dentist Office Building (Within/Near Hospital Campus) 720 3.78 1.03 Walk-in Bank 911 26.40 6.18
Drive-in Bank 912 20.92 4.36 35%
Hair Salon 918 1.94
Copy, Print and Express Ship Store 920 12.30 6.63
Fast Casual Restaurant 930 18.57
Fine Dining Restaurant 931 8.28 1.79 44%
High Turnover (Sit-Down) Restaurant 932 16.35 3.66 43%
Fast Food Restaurant with Drive Through 934 50.94 5.45 55% Fast Food Restaurant with Drive Through No Seating 935 31% Coffee/Donut Shop with Drive Through 937 43.65
Coffee/Donut Shop with Drive Through No Seating 938 98% Quick Lube Vehicle Shop 941 9.42 2.17
Automobile Care Center 942 3.51 1.43
Automobile Parts and Service Center 943 2.61 1.80
Wine Tasting Room 970 6.60
Brewery Tap Room 971 10.93
Drinking Place 975 15.53
Average 10.85 3.06 50%
Median 5.70 2.17 44%
Government/Public Sector
Recreational Community Center 495 2.53 2.71
Elementary School 520 4.60
Middle/Junior High School 522 4.83
High School 525 3.32
School District Office 528 2.37 0.84
Private School (K-8) 530 5.72
Private School (K-12) 532 2.82
Private High School 534 2.49
Charter Elementary School 536 10.64
Charter School (K-12) 538 10.66
Junior/Community College 540 1.63
University/College 550 0.81
Adult Detention Facility 571 0.94 0.51
Library 590 8.53 6.81
Government Office Building 730 3.19 0.91
State Motor Vehicles Department 731 7.68 4.27
Post Office 732 15.11 3.29
Average 5.76 3.93
Median 3.19 3.29
Notes:
* - Average weekday PM peak hour of generator trip end data derived from ITE Trip Generation Manual (11th Edition), September 2021 ** - Average weekday PM peak pass-by trip rates derived from ITE Trip Generation Manual (11th Edition), September 2021

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-5
Land Use Density Conversion Factors for the Long-Range Corridor Study San Bernardino and Riverside Counties, Table 8
Cordoba Corporation/Parsons Brinckerhoff Quade and Douglas, Inc. (PBQD), August 20, 1990.

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-6
Orange County Subarea Modeling Guidelines Manual, Appendix C Orange County Transportation Authority (OCTA)
June 2001

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-7
Employment Density Study, Table IIB
Southern California, October 31, 2001

THE NATELSON COMPANY, INC.

Summary Report - Page 4
Employment Density Study
Table II-A
Derivation of Square Feet per Employee Based on:
--MEDIAN EMPLOYEES PER ACRE
--MEDIAN FAR
Land Use Category
Los
An
geles Oran ge Riverside
San
Bernardino Ventura Im perial Re gion
Regional Retail -- 2,322 165 1,392 990 -- 1,023
Other Retail/Svc. 730 450 1,148 432 412 796 585
Low-Rise Office 471 352 598 1,014 659 415 466
High-Rise Office 377 235 -- -- -- -- 300
Hotel/Motel 1,179 -- 5,273 1,747 -- 808 1,804
R & D/Flex Space 1,717 511 1,121 1,833 277 -- 527
Light Manufacturing 1,214 786 2,221 1,538 202 2,230 924 Heavy Manufacuring -- -- -- -- -- -- --
Warehouse 1,518 1,350 819 2,111 149 3,257 1,225
Government Offices 2,182 408 1,475 851 120 407 672
Table II-B
Derivation of Square Feet per Employee Based on:
--AVERAGE EMPLOYEES PER ACRE
--AVERAGE FAR
Land Use Category
Los
An
geles Oran ge Riverside
San
Bernardino Ventura Im perial Re gion
Regional Retail -- 704 268 1,009 1,165 -- 857
Other Retail/Svc. 424 325 629 124 271 255 344
Low-Rise Office 319 287 481 697 389 632 288
High-Rise Office 440 218 -- -- -- -- 311
Hotel/Motel -- -- 3,476 2,544 -- 311 1,152
R & D/Flex Space 1,796 466 867 834 269 -- 344
Light Manufacturing 829 558 1,548 705 189 994 439
Heavy Manufacuring -- -- -- -- -- -- --
Warehouse 1,518 979 581 1,195 131 450 814
Government Offices 1,442 206 208 188 94 322 261
Notes:
"--" = Data not available.

S
quare Feet per Employee
Square Feet per Employee

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-8
General Plan, As Amended December 15, 2015.

Appendix E: Socioeconomic Build-Out Projections Assumptions & Methodology, Table E-5
County of Riverside, 2015

County of Riverside General Plan
Socioeconomic Build-out Assumptions and Methodology
Appendix E-1 Page 3
December 8, 2015 County of Riverside General Plan
Table E-3: Net Parcel Acre Factors
Land Use Designation Net Parcel Area
Commercial Retail (CR) 0.75
Commercial Tourist (CT) 0.75
Commercial Office (CO) 0.75
Light Industrial (LI) 0.80
Heavy Industrial (HI) 0.75
Business Park (BP) 0.75
Net Parcel Square Feet: To convert net acres to net square feet, net acres are multiplied by 43,560 feet per acre.

For example, 50 net acres of Commercial Office (66.66 gross acres) equals 2,178,000 net square feet.

Floor Area Ratio (FAR): Floor Area Ratio, or FAR, indicates the ratio of gross building square footage permitted on a parcel to net square footage of the parcel. FAR's for Commercial, Industrial and Business Park land uses are identified, in Table E-4, below. See General Plan Glossary for full definition of FAR.

Table E-4: Development FAR Factors
Land Use Designation
FAR
Minimum Probable* Maximum
Commercial Retail (CR) 0.20 0.23 0.35
Commercial Tourist (CT) 0.20 0.25 0.35
Commercial Office (CO) 0.25 0.35 1.00
Light Industrial (LI) 0.25 0.38 0.60
Heavy Industrial (HI) 0.15 0.40 0.50
Business Park (BP) 0.25 0.30 0.60
*Factor used for theoretical planning estimates.

Building Square Footage: Building square footage for the land use designations listed in the table above are calculated by multiplying the Net Square Feet of each land use designation by the corresponding FAR. For instance, 20,000 square feet of Commercial Retail with an FAR of 0.23 would yield 4,600 square feet of building space.

Square Feet (SF)/Employee Factor: This factor indicates the number of employees typically associated with a given amount of square feet of building space per employee . It is used to estimate the number of jobs resulting for a given land use designation. These factors for the commercial land use designations are listed in Table E- 5 below.

Table E-5: Commercial Employment Factors
Land Use Designation SF/Employee
Commercial Retail (CR)* 500
Commercial Tourist (CT) 500
Commercial Office (CO) 300
Light Industrial (LI) 1,030
Heavy Industrial (HI) 1,500
Business Park (BP) 600
*It is assumed that CR designated lands will build out at 40% CR and 60% MDR.

Employment: Employment for commercial, industrial, and business park land uses is calculated by dividing the total number of building square feet by the SF/Employee factor. For example, 300,000 square feet of commercial office building space would yield 1,000 employees.

Page | 1

STAFF REPORT
DAT
E: JANUARY 16, 2025
TO: HO

NORABLE MAYOR AND CITY COUNCIL
FR
OM: ROD BUTLER, CITY MANAGER
BY: PAUL TOOR, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
SUBJ
ECT: AGENDA ITEM NO. 17.B
PUBL
IC HEARING TO CONSIDER CALLING A SPECIAL ELECTION;
DECLARING THE RESULTS OF THE ELECTION; AND APPROVING

FORMATION AND LEVY OF SPECIAL TAXES FOR CITY OF
JURUPA VALLEY COMMUNITY FACILITIES DISTRICT NO. 202 3-
001 ( SEQUANOTA HEIGHTS ) GENERALY LOCATED AT THE

SOUTHEAST CORNER OF CANAL STREET AND OPAL STREET

RECOMMENDATION
1) Requested Action: That the City Council open the public hearing and take testimony, if any.
2) Following the public hearing, staff recommends that the City Council adopt Resolution No. 2025-06, entitled:

A RESOLUTION OF FORMATION OF THE CITY COUNCIL OF THE CITY OF

JURUPA VALLEY, CALIFORNIA, TO ESTABLISH CITY OF JURUPA
VALLEY COMMUNITY FACILITEIS DISTRICT NO. 2023-001 (SEQUANOTA

HEIGHTS), TO ESTABLISH AN APPROPRIATIONS LIMIT THEREFORE, TO

AUTHORIZE THE LEVY OF A SPECIAL TAX THEREIN, AND TO SUBMIT

THE ESTABLISHMENT OF AN APPROPRIATIONS LIMIT AND THE LEVY OF SPECIAL TAXES TO THE QUALIFIED ELECTORS THEREOF; AND 3) That the City Council adopt Resolution No. 2025-07, entitled:

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF JURUPA

VALLEY, CALIFORNIA, CALLING A SPECIAL ELECTION AND

SUBMITTING TO THE QUALIFIED ELECTORS OF CITY OF JURUPA
VALLEY COMMUNITY FACILITEIS DISTRICT NO. 2023-001 (SEQUANOTA

HEIGHTS) PROPOSITIONS REGARDING THE ESTABLISHMENT OF AN

APPROPRIATIONS LIMIT AND THE ANNUAL LEVY OF A SPECIAL TAX WITHIN THE COMMUNITY FACILITIES DISTRICT; AND

RETURN TO AGENDA
Page | 2

4) T hat the City Council adopt Resolution No. 2025-08, entitled:

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF JURUPA

VALLEY, CALIFORNIA, DECLARING THE RESULTS OF A SPECIAL

ELECTION IN CITY OF JURUPA VALLEY COMMUNITY FACILITEIS
DISTRICT NO. 2023 -001 (SEQUANOTA HEIGHTS) AND DIRECTING THE RECORDING OF A NOTICE OF SPECIAL TAX LIEN; AND
5) T hat the City Council conduct a first reading and introduce Ordinance No. 2025- 02, entitled:

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF JURUPA

VALLEY, CALIFORNIA, ACTING IN ITS CAPACITY AS THE LEGISLATIVE

BODY OF CITY OF JURUPA VALLEY COMMUNITY FACILITEIS DISTRICT NO. 2023 -001 (SEQUANOTA HEIGHTS) AUTHORIZING THE LEVY OF A

SPECIAL TAX THEREIN

BACKGROUND
On November 21, 2024, the City Council took the first step in the process of forming CFD No. 2023-001 ( Sequanota Heights ) ("CFD"), composed of a residential project area known as Sequanota with forty-eight (48) Single Family Residences subject to the special tax and two (2) exempt drainage basin parcels at build-out. The CFD is comprised of approximately 7.08 net taxable acres. At that time the City Council approved a Resolution of Intention, Resolution No. 202 4-119, to form the CFD and to authorize the levy of a special tax. At that meeting, the City Council set January 16, 2025 as the date for the public hearing.

The Rate and Method of Apportionment (RMA) approved in Resolution of Intention No. 2024-119 included the erroneous definition “Base Year means the Fiscal Year ending June 30, 2024”. The Base Year definition is corrected in the attached Amended Rate and Method of Apportionment to be “Base Year means the Fiscal Year ending June 30, 2025”.

All other references to the Base Year and the terms of escalation are correct as approved in the original RMA.

The State legislature enacted the Mello- Roos Act of 1982 (the "Act") to assist public agencies in financing certain public services. The legal property owner, NWB Jurupa Valley, requested that the City assist them in forming a district in order to cover the costs associated with providing law enforcement protection services.

The CFD will set up a special tax to generally cover costs associated with the maintenance of public improvements, including but not limited to:
• The maintenance of s treetlights including energy charges, operation, maintenance, and administrative costs of streetlights; and Page | 3

• Landscape maintenance in the City right-of-way, basins & BMP’s, or easement, to be financed, including streetscape, slopes, and open space areas. Landscape maintenance may include, but is not limited, to all landscaping materials such as turf, ground cover, shrub, trees, plants, irrigation, fencing and drainage systems, weed control and other abatements, electricity, repair/replacement and inspection.

Inspection is inclusive of scheduling, travel time, visual inspection process and procedures, GPS location recording, reporting by device, annual reporting; visual inspection for functionality, vegetated as designed, irrigation is complete and in working order, noting any of the following: deficiencies, erosion, trash, silt, sediment, structural deficiencies. Maintenance is inclusive of repair or replacing any of the items noted as deficient or needing to be corrected to not be deficient.

Administration is inclusive of quality assurance and control of inspection and maintenance, general contract administration, including phone calls and procurement of goods and services; and

• Stormwater facilities, including basins and BMPs. Basin and BMP maintenance means maintenance, administration and inspection of the stormwater facilities and BMPs including open space areas, and any other NPDES/WQMP/BMP related devices; and;

• L itter and graffiti removal on walls and other amenities, plus normal painting as required;

• A ll other services necessary or useful for, or in connection with, the authorized services listed above, including, but not limited to, building a reserve fund for replacement.

ANALYSIS
The proposed CFD will have a Maximum Special Tax for base fiscal year 2024-2025 of:

SPECIAL TAX
Single Family Residential Property (D/U) $1,343.00
Condominium Residential Property (D/U) $940.00
Accessory Dwelling Unit Residential Property (D/U) $940.00 Multifamily Residential Property (Acre) $9,576.00
Non-Residential Property (Acre) $9,576.00
Page | 4

These rates will increase based on the percentage increase in the Consumer Price Index, for Riverside-San Bernardino-Ontario area, with a maximum annual increase of 6% and a minimum annual increase of 2% of the Maximum Special Tax in effect in the previous fiscal year. The owners have filed a petition representing their willingness to move forward.

OTHER INFORMATION
City Council initiated proceedings for the formation on November 21, 202 4. (Resolution No. 2024-119.

FINANCIAL IMPACT
The individual property owners are responsible for the annual payments of special taxes.

The City will work with the County concerning the filing of the annual special tax to the County Auditor-Controller. At base year the estimated maximum annual assessment for the CFD is expected to be $64,464.00 as summarized below:

Number of Single Family
Residence Lots
Rate per Single
Family Residence
FY 2024-25
Assessment
48 $1,343.00 $64,464.00
The property owner has posted a deposit with their application to form the CFD, in order to cover City costs incurred in connection with the formation. Approval of the actions set forth in this staff report do not in any way commit the City to any financial contribution or liability by the CFD. The City's cost to administer the CFD annually will be reimbursed through the special taxes charged to property owners.

The revenue and expenses will be part of the City's FY 2025-2026 Adopted Budget, and there are no additional fiscal impacts.

ALTERNATIVES

1. T ake no action.

2. Provide alternative direction to staff.

************************** SIGNATURES ON FOLLOWING PAGE **************************

Page | 1

STAFF REPORT
DATE: JANUARY 16, 2025
TO: M

AYOR AND MEMBERS OF THE CITY COUNCIL
FR
OM: ROD BUTLER, CITY MANAGER
BY: JOE PEREZ, ASSISTANT CITY MANAGER/COMMUNITY

DEVELOPMENT DIRECTOR
SUBJ
ECT: AGENDA ITEM NO. 17.C
PUBL

IC HEARING TO CONSIDER APPEAL OF PLANNING
COMMISSION’S DENIAL OF MASTER APPLICATION (MA) NO. 23357:

DENSITY BONUS APPLICATION (DB) NO. 24001, TENTATIVE TRACT MAP (TTM) NO. 38888 , AND SITE DEVELOPMENT PERMIT (SDP) NO. 23172, AND ADDENDUM TO MITIGATED NEGATIVE DECLARATION
FOR A SUBDIVISION OF 6.92 ACRES OF LAND INTO 67 LOTS FOR SINGLE-FAMILY DETACHED HOMES; LOCATION: 7586 JURUPA ROAD (APN:183-030-014; (APPLICANT: WARMINGTON RESIDENTIAL)
RECO

MMENDATION
That the City Council provide direction to staff to bring back a resolution:
1) Rescinding the Planning Commission’s denial of the project and approving the project and adopting Addendum to Mitigated Negative Declaration; or 2) Rescinding the Planning Commission’s denial of the project and approving the project but denying the waivers regarding the one story and landscape requirements set forth in Jurupa Valley Municipal Code Section 9.240.550(E)(3) and Section

9.240.550(E)(13), and adopting Addendum to Mitigated Negative Declaration; or 3) Rescinding the Planning Commission’s denial of the project and approving the project but denying the waivers regarding the landscape requirement s set forth in Section

9.240.550(E)(13), and adopting Addendum to Mitigated Negative Declaration; or 4) Upholding the Planning Commission’s denial of the project.

PROJECT DESCRIPTION
The proposed project is a subdivision of 6.92 acres of land into sixty-seven (67) lots for single-family detached homes. The average lot size is approximately 3,036 square feet.

The proposed single -family homes would be two-story and range from 1,735 to 2,039 square feet in floor area. The proposed development would also include the following site improvements:

RETURN TO AGENDA
Page | 2

1. R esidential amenities including open play areas, playground, covered BBQ area, dog park;

2. P rivate street improvements individual lot and streetscape landscaping; and

3. Decorative walls and fencing.

The proposed project will require approval of the following entitlements:

1. Tentative Tract Map (TTM) No. 38888: To subdivide the 6.92 acres site into sixty- seven (67) lots for single-family detached homes, common areas, and private streets.

2. Site Development Permit (SDP) No. 23172 : For detached single-family residential subdivisions that exceed a density of two (2) units per acre.

3. Density Bonus: To allow a 20% bonus in density from fifty-six (56) units to sixty-seven (67) units, one incentive/concession, and approval of waiver of development standards.

EXHIBIT A: PROJECT LOCATION

STATE DENSITY BONUS LAW (CALIFORNIA GOVERNMENT CODE SECTIONS 65915-65918)
Per State Density Bonus Law (SDBL) found in Government Code Section 65915-65918, residential projects that provide on- site affordable housing qualify for an increase to the maximum density allowed by local law. In addition to an increase in density, these projects qualify for waivers, reductions in parking requirements, and incentives and concessions.

Page | 3

The project proposes to offer three (3) homes for sale at a rate affordable to very low - income households. Per SDBL, these three (3) homes make up more than five (5) percent of the base units, which make the project eligible for a twenty (20) percent increase in density, one (1) concession or incentive, and an unlimited number of waivers.

The project site is 6.92 acres in size and is allowed a maximum of eight dwelling units per acre, which results in a maximum of 55.36 dwelling units under local law. This is referred to as “base density.” Per SDBL, this base density calculation can be rounded up to the nearest whole number resulting in a base density of fifty-six (56) base units for this project.

Three (3) of those fifty-six (56) units will be offered at a very low-income affordability rate which results in 5.3% very low income affordable units. Per SDBL, this project qualifies for a twenty percent density bonus. A twenty percent increase from the base 56 units, results in 67.2 units. Again, per SDBL this number can be rounded up to the nearest whole number resulting in a total unit count of sixty -eight (68) units that are allowed to be constructed on this site per SDBL. Although sixty-eight (68) units are allowed on the site, only sixty-seven (67) units are proposed.

Per SDBL, the proposed project ’s five (5) percent very low income homes also entitles the project to receive one (1) incentive or concession and an unlimited number of waivers.

Applicable to this project, incentives and concessions are defined as (1) a reduction in site development standards or a modification of zoning code requirements or architectural design requirements that exceed the minimum building standards approved by the California Building Standards Commission, including, but not limited to, a reduction in setback and square footage requirements and in the ratio of vehicular parking spaces that would otherwise be required that results in identifiable and actual cost reductions, to provide for affordable housing costs, and (2) other regulatory incentives or concessions proposed by the developer or the City, that result in identifiable and actual cost reductions to provide for affordable housing costs. The proposed project has formally applied the only allowed concession/incentive to offsite improvements requested by the City.

If any City development standard would physically prevent the project from being built at the permitted density and with the granted concession/incentive, the developer may utilize a waiver to have the development standard waived or reduced. The City is not permitted to apply any development standard, which physically precludes the project from being built at the permitted increased (bonus) density. The proposed project deviates from many of the development standards applicable to the project per Chapter 9.100. (R-4 Zone) and Section 9.240.550. (Traditional Neighborhood Design) because implementation and adherence to said development standards would preclude the proposed project from being built at the target sixty-seven (67) units.

SINGLE-S

TORY HOMES
Specifically, Jurupa Valley Municipal Code Section 9.240.550(E)(3) provides that “(a) The number of lots within the subdivision with two (2) story dwellings shall not exceed twenty- five (25) percent; (b) No two (2) story dwelling may be located on a lot adjacent to another two (2) story dwelling; and (c) No two (2) story dwellings may be located on a corner lot.

The imposition of these standards would not preclude the construction of 67 units on the project site. The applicant could still construct 67 units on the project site, it would just Page | 4

need to have 75% of those lots be one story, with no two -story homes located next to each other or on corner lots.

LANDSCAPING
Jurupa Valley Municipal Code Section 9.240.550(E)(13) provides that “(b) The front yard setback area shall be landscaped and include a minimum of one (1) thirty -six-inch box canopy tree. The rear yard setback shall be landscaped. Ninety (90) percent of the required lot open space shall be landscaped. ” The imposition of these standards would not preclude the construction of 67 units on the project site. The applicant could still construct 67 units that comply with the required tree size, rear yard setback landscaping, and ninety (90) percent required landscaping.

PROJECT LOCATION AND SURROUNDING AREA
The project site is located on the southwest corner of Jurupa Road and Camino Real at 7586 Jurupa Road. The site is surrounded by single-family homes to the north, northeast, southwest and southeast. Patriot High School is located to the northwest, and Camino Real Elementary School is located to the south. To the east is Centennial Park . Table 1 outlines the General Plan land use designation, zone classifications, and current uses that surround the project site. Exhibit A (page 2) shows the project location.

Table 1: Project Information and Surrounding Land Uses
Location Current
Land Use
General Plan
Land Use Designation Zoning
Project Site Vacant land MHDR (Medium High Density
Residential)
R-4 (Planned
Residential)
North
 Single Family
Residential
 Patriot High School

• MDR (Medium Density Residential)
• PF (Public Facility/Institutional)
• R-1 (Single
Family
Detached)
• R-A (Residential
Agricultural)
South
 Single Family
Residential
 Camino Real
Elementary School
LDR (Low Density Residential)
 A-1 (Light
Agriculture)
 R-A (Residential
Agricultural)
 R-1 (Single
Family
Detached)
East
 Single Family
Residential
 Open Space
 Centennial Park
 OS-R (Open Space, Recreation
 CR (Commercial Retail)
 MDR (Medium Density Residential)
 A-1 (Light
Agriculture)
 R-A (Residential
Agricultural)
West Single Family
Residential LDR (Low Density Residential)
 A-1 (Light
Agriculture)
 R-A (Residential
Agricultural)

Page | 5

PROJECT DESIGN AND SITE LAYOUT
Overall Plan.

The proposed project is a sixty-seven (67) unit single-family subdivision of two (2) story single-family detached homes with lot sizes ranging from 1,735 to 2,039 square feet in area, with an average lot size of 3,036 square feet. See Exhibit B, page 5, for proposed Site Plan.

Single-F amily Home Design . All sixty-seven (67) homes are proposed to be two-story.

The homes would be available in three (3) floor plans ranging in size, and number of bedrooms. The three (3) plans are summarized below. Table 3 , page 5, provides additional information regarding the three (3) proposed floor plans. • Plan 1 i s a three (3) bed, two and a half (2.5) bath home with option for a f ourth bedroom. The home is two (2) stories and 1,735 square feet in size. This plan includes a two (2) car garage, front porch, loft, laundry room, and master suite with a walk -in closet.
• Plan 2 i s a four (4) bed, two and a half (2.5) bath, two (2) story home of 2, 028 square feet in size. This plan includes a two (2) car garage, front porch, walk -in pantry, loft, laundry room, and master suite with a walk-in closet.
• Plan 3 is a three (3) bed, two and a half (2.5) bath, two (2) story home with option for a fourth and fifth bedroom, and an option for three (3) full bathrooms. This plan includes a two (2) car garage, walk-in pantry, bedroom and half bathroom on the first floor. Second floor amenities include two (2) loft areas (depending on bedroom option), laundry room, and master suite with walk-in closet.

EXHIBIT B: PROPOSED SITE PLAN

Page | 6

Table 3: Home Plan Summary
Plan
No.

Storie
s
Floor
Area
Bed/Bath Height Lots Total
1 2 1,735 SF 3 Bed/2.5
Bath 25.5 ft
2,4,9,11,13,18,21,27,30,33
,36,39,41,45,48,51,54,58,6
1,64,67
21 2 2 2,028 SF 4 Bed/2.5
Bath 25 ft
3,5,8,10,12,15,17,19,22,25
,28,31,34,37,40,42,46,49,5
2,55,57,60,63,66
24 3 2 2,039 SF 3 Bed/2.5
Bath 28.5 ft
1,6,7,14,16,20,23,24,26,29
,32,35,38,43,44,47,50,53,5
6,59,62,65
22 Open Space and Recreational Amenities. T he proposed project includes 14,541 square feet of common recreation and open space area. Exhibit C presents the three common recreation areas that are located throughout the project site. These three open space areas include the following amenities:
• Open space play area that accommodates passive play opportunities and small-scale activities.
• Barbecue areas with covered picnic tables, freestanding bar becues, hot coal containers, and trash containers. Exhibit D presents these amenities. • Tot Lot with rubber surfacing and play structures and equipment for various age groups. See Exhibit E for the proposed play structures and equipment. • Dog park with artificial turf and dog waste station.

EXHIBIT C: OPEN SPACE/RECREATIONAL AREAS
Open Space A

Page | 7

Open Space B

Open Space C

EXHIBIT D: OPEN SPACE/RECREATIONAL AREA AMENITIES/EQUIPMENT

EXHIBIT E: PROPOSED TOT LOT EQUIPMENT

Page | 8

Access, Circulation, and Parking. T he development is proposed to have one access point from Camino Real to internal private Street “A.” All internal streets are private and would be maintained by the homeowner’s association. Street “A” provides access into an interior loop of streets (Streets B, C, D, and E) that provides internal circulation. These internal streets provide pedestrian and vehicular access to three (3) private alleys (Alleys A, B, and C). The internal loop of streets and alleys provides access to all single-family home lots.

The main pr oject entrance where Street “A” meets Camino Real, would include decorative stamped asphalt paving, decorative block walls, three (3) rail vinyl fencing, wall mounted identification sign, and abundant landscaping. All private interior streets would be publicly accessible. This is not a gated community. The interior private streets range between thirty-six (36) and fifty-six (56) feet in width. Street A is fifty-six (56) feet wide with six (6) sidewalks and four (4) foot landscape strips on both sides. Street B, C, D, and E are thirty- six (36) feet wide with five (5) foot-wide sidewalks on either side. All alleys are twenty-six (26) feet wide. Decorative streetlighting would be placed throughout the community and along the project frontage on Camino Real. Further details of right-of-way improvements are described in the Right-of-Way Improvements subsection further below.

All homes would incorporate driveways leading up to two -car att ached garages. In addition, seventeen (17) parking spaces inclusive of one (1) ADA parking spaces are provided adjacent to the northern open space lot for guest , deliveries, and users of the open space lot.

Pedestrian circulation elements include six (6) foot wide sidewalks at the project entry and five (5) foot wide sidewalks throughout the project site. These sidewalks connect the single-family homes to all open space/recreational areas. Sidewalk access would also connect to a new offsite public multipurpose trail with landscaping along Camino Real to connect residents to nearby schools, parks , and other community amenities. The proposed sidewalks for the interior block of homes creates the opportunity for recreation by also serving as a walking l oop that is located adjacent to front yards and through the open space/recreational area that’s located at the project entrance.

Landscaping. Lan dscaping would be installed throughout the proposed project. The plan includes twenty-five (25) trees ranging from sixty (60) inch box to twenty -four (24) inch box that are dispersed throughout the three (3) proposed open space/recreational areas.

Page | 9

Along the interior streets and alleys , s eventy-three ( 73) 2 4-inch box trees would be provided, many of which would also serve as front yard trees for the proposed homes.

Along Camino Real, eight (8 ) thirty-six (36) inch box Coast Live Oak trees would be provided as part of the project frontage, which are part of a landscaped front entry feature that is proposed to include decorative shrubs and ground cover plants that range from one (1) to five (5) gallons in size.

Architecture a
nd Building Design . The project proposes three (3) architectural styles.

They are California Bungalow, American Farmhouse, and California Ranch . Exhibit G illustrates the three (3) proposed architectural styles. The proposed project includes the following architectural standards.
• T hree (3) different floor plans each with three ( 3) different architectural styles that incorporate defining architectural features to create variety and interest in the neighborhood.
• Streets that incorporate multiple architectural styles and are diverse as to form, massing, features, windows, front doors, materials, and colors. • Design articulation that includes articulation of building facades, variation of rooflines, balance of ro of form, and changes in vertical and horizontal plane to create visual interest and avoid monotonous patterns.
• Varying roof materials, colors, and pitches of adjacent homes to create a variety of silhouettes and ridge heights.
• Garages are designed to de-emphasize the storage of vehicles and achieves an attractive street scene by incorporating varying architectural treatments that include trellises, corbels, windows, and arches.
• Window treatments would be applied to all sides of the home and include decorative trim and accent shutters in certain architectural styles. • A mixture of colors, textures, and building materials that are representative of the architectural style and are distinctive from adjacent homes to promote variation. • Exterior walls that incorporate accent materials appropriate to their architectural style.

Page | 10

EXHIBIT G: PROPOSED ELEVATIONS
PLAN 1 WITH CALIFORNIA BUNGALOW STYLE

PLAN 1 WITH AMERICAN FARMHOUSE STYLE

Page | 11

PLAN 1 WITH CALIFORNIA RANCH STYLE

Walls and Fences. The wall and fences for the development would be made of decorative materials to be compatible with the overall architectural character of the development and surrounding neighborhoods. Details on the walls and fences are contained in the Development Plan (Attachment 3). A summary of the proposed fences and walls is as follows:
• S
ite Perimeter – 6-feet high single-sided split-faced block wall with split-face wall cap and twelve (12) inch pilasters.
• Camino Real:
o 6- feet high single-sided split-faced block wall with split-face wall cap and twelve (12) inch pilasters.
o 4- foot high three (3) rail vinyl fence.
• Y ard Fence
o Visible from public right-of-way – 6-feet high single-sided split-faced block wall with split-face wall cap and twelve (12) inch pilasters. o Not visible from public right-of-way – six (6) foot high vinyl fence. o Six-foot high, three-foot wide vinyl gate for each home. • O pen Space/Recreation Area: 6-feet high double- sided split -faced block wall with split-face wall cap and twelve (12) inch pilasters.
• Dog Park: 4 -foot-high tubular steel fence.

Because the project site sits about six (6) feet higher than the adjacent property to the south, the eastern portion of the six (6) foot high single- sided split face block wall proposed on the southern property line of the project site is proposed to be mounted on

Page | 12

top of a six (6) foot, seven (7) inch high retaining wall. Exhibit F below illustrates the proposed grades, and the retaining wall proposed at this location. The six (6) foot high freestanding block wall is a standard wall height for residential projects. The six (6) foot, seven (7) inch difference in grade is required to effectively manage drainage of the community. Collectively, the retaining/freestanding wall would be twelve (12) foot, seven (7) inches high and would face the northern area of the adjacent Camino Real Elementary School. This area of the school campus contains a driveway, walking path, and open space.

EXHIBIT F: SOUTHEAST RETAINING WALL

ANALYSIS
I. BACKGROUND OF MADONE COLLECTION PROJECT . In 2022, the City Council approved Master Application No. 21143 (MA21143) for General Plan Amendment (GPA) No. 21003, Change of Zone (CZ) No. 21004, Tentative Tract Map (TTM) No. 3815, and Site Development Permit (SDP) No. 22089 for a single- family home s ubdivision known as the Madone Collection Planned Residential Development. The approved project consisted of the subdivision of 6.92 acres of land into thirty -five (35) lots for single- family detached homes. The community included single and two- story homes, open play areas, walking trails, exercise stations, tot lot, gazebo, barbeque area, picnic benches and seating areas, private street improvements individual lot and streetscape landscaping, retention basin, and walls and fencing. The following entitlements were approved as part of this project. Exhibit H provides the approved Site Plan.

A. The approved General Plan Amendment (GPA) changed the General Plan Land Use Designation from Country Neighborhood (LDR) which allows two (2) dwelling units per acre to Medium High Density Residential (MHDR) which allows for eight (8) dwelling units per acre or more.

Page | 13

B. The approved Change of Zone (CZ) changed the zoning designation from Light Agriculture (A-1) to Planned Development (R-4).

C. The approved Site Development Permit (SDP) was to allow thirty -five-unit single-family homes subject to the Traditional Neighborhood Design Standards.

D. The approved Tentative Tract Map (TTM) was to subdivide 6.92 acres into thirty-five (35) lots for single -family detached homes, common areas, and private streets.

Construction of the approved project was not pursued, and the site remains vacant and undisturbed.

EXHIBIT H: MA21143 APPROVED SITE PLAN

II. ENVIRONMENTAL REVIEW. A Mitigated Negative Declaration (MND) was adopted along with the approval of Master Application No. 21143 (MA21143). The MND was supported by an Initial Study that evaluated potential environmental effects of the Project. The MND determined that the proposed project could have a significant effect on the environment. However, mitigation measures contained in the Mitigation Monitoring and Reporting Program (MMRP) and revisions to the project were imposed to mitigate the impacts and reduce the project ’s environmental effect to less than significant. A copy of the MA21143 MMRP is provided as Attachment 4.

The City determined that there are no substantial changes to the Madone Collection project approved as MA21143 or the circumstances under which the proposed project, MA23357, will be undertaken that will require major revisions to the previous Mitigated Negative Declaration (MND) approved as part of MA21143.

Therefore, the previously adopted MND is adequate upon completion of an Addendum.

Page | 14

Under CEQA, the lead agency or a responsible agency shall prepare an addendum to a previously certified Mitigated Negative Declaration if some changes or additions are necessary to the prior MND, but none of the conditions calling for preparation of a subsequent or supplemental MND have occurred (Public Resources Code Section 21166; CEQA Guidelines Sections 15162 and 15164).

Once a MND has been certified, no supplement or subsequent MND shall be prepared unless the lead agency or responsible agency determines that a specific condition has been met as required by CEQA Guidelines Section 15162(a)(1), (2), and (3).

An addendum to the adopted MND was completed for this project and is as attached as Attachment 1A. As a recommended Condition of Approval for this project, the mitigation measures provided in the addendum shall be implemented and adhered to. A copy of the MMRP is provided as Attachment 1A.

III. GENERAL PLAN. The project is consistent with the General Plan.

A. Land Use Designation. The project site has a General Plan land use designation of Medium High Density Residential (MHDR). MHDR allows for a maximum density of eight (8) dwelling units per acre . Because of the proposed twenty (20) percent density increase allotted for this project, the proposed project has a proposed density of 9. 68 dwelling units per acre.

Although the proposed density is higher than the maximum eight (8) dwelling units per acre allowed in the MHDR land use, the density proposed is a result of the twenty (20) percent increase of dwelling units afforded to this project under the State Density Bonus Law. Without the implementation of State Density Bonus Law, the proposed project ’s base density of 55.36 dwelling units (rounded up to 56) is consistent with the MHDR land use designation. The proposed project is also consistent with the General Plan’s encouragement of smaller lot, single- family dwellings. The project demonstrates consistency with the residential section of the Land Use Element of the General Plan including the following policies:
• LUE 2.2 Higher Density Residential. Accommodate higher density residential development in walkable, pedestrian oriented areas near major transportation corridors, concentrated employment areas, and community and town centers, and promote the development of high- quality apartments and condominiums that will encourage local investment and pride of ownership.

The proposed project is for a higher density residential development in a pedestrian oriented area near an elementary school ( Camino Real Elementary School) and would provide a high-quality residential project that would create pride of ownership and can encourage local investment.
• LUE 2.3 Infrastructure. Ensure that circulation facilities, water resources, sewer and storm drainage facilities, and other utilities available or provided by the developer are adequate to meet the Page | 15

demands of a proposed residential land use in addition to those services and resources required to serve existing resident s and businesses.

All street improvements, drainage infrastructure, and other utilities are found to be adequate to meet the demands of a proposed residential land use in addition to those services and resources required to serve existing residents.
• LUE 2. 4 Housing Quality and Variety. Accommodate the development of a variety of highest quality housing types, styles and densities that are accessible to and meet the needs of a range of lifestyles, physical abilities, and income levels.

The project introduces a varied high quality housing type that allows for diverse housing styles and a higher density to meet the needs of people with distinct lifestyles and income levels.
• LUE 2.5 Connectivity. Integrate residential development with a continuous network of parks, open space, public areas, bicycle trails, equestrian trails, public transit routes, and pedestrian paths to connect neighborhoods and communities with key nodes. Key nodes include parks and recreation facilities, schools, town and neighborhood centers, and other in- city communities and surrounding cities and points of interest.

The project provides open space, public areas, and improves a pedestrian path near an existing elementary school (Camino Real Elementary School).
• LUE 2.9 Design Compatibility. Ensure that the new residential developments are designed to be compatible with their surroundings and to enhance visually the appearance of neighborhoods and adjacent structures.

The proposed project successfully incorporates California Bungalow, American Farmhouse, and California Ranch architectural styles that are compatible with the surrounding area.
• LUE 10.9 Promote Unique Community Character. Use community plans to promote the development and preservation of unique communities in which each community exhibits a special sense of place and quality of design.

The proposed project would provide a unique community that exhibits a special sense of place with high quality design. • LUE 11.1 Small Town Character. Protect and enhance Jurupa Valley’s small- town character, maintain or improve walkability, provide bike and equestrian trails, and social connectivity and “sense of place.”
Page | 16

The project would improve walkability along Camino Real and introduces an area for social connectivity all while creating a sense of place in the neighborhood.
• LUE 13.1 Fair Share Infrastructure Funding. Require that new development contribute its fair share to fund infrastructure and public facilities, such as police and fire facilities, parks, streets, a nd trail improvements.

The applicant would be required to contribute over $490 ,000 in Development Impact Fees (DIFs) which would be allocated to fund fire services, roads, parks, schools, libraries, and other public facilities.

IV. Title 7 – SUBDIVISIONS. The proposed Tentative Tract Map (TTM) No. 38888 complies with all applicable provisions of Title 7 and the Subdivision Map Act. The Engineering Department has reviewed the project for required travel lanes, access, circulation, traffic impacts, grading, and d rainage. The recommended conditions address areas such as subdivision, circulation, access, grading, drainage, and water quality.

A. Improvement Plans. The applicant shall be responsible for on-site and off- site improvements including street improvements, storm drain/drainage improvements, signing, striping and pavement markings, streetlights, landscape and irrigation systems, water systems, and sanitary sewer systems.

Right-of-Way Improvements.
• Camino Real. Camino Real is designated as a Secondary Highway in the City ’s General Plan Mobility Corridors Map. Camino Real is proposed to be improved with full width pavement improvements from the proposed gutter lip to the existing AC Dike. Signing and Striping will be required along the pr oject frontage. The applicant would be required to improve the eighteen (18) foot westerly parkway to include a two (2) foot wide landscaping strip adjacent to the sites six (6) foot high decorative block wall, a six (6) foot wide decomposed granite multipurpose trail, a five (5) foot wide sidewalk, and a three (3) foot wide landscaping planter adjacent to curb. Exhibit I illustrates the proposed street. Additionally, the project would include the following improvements:

1. A Class III Bike Route shall be provided along the project frontage to the satisfaction of the City Engineer.

2. Improvements shall provide appropriate transitions from Camino Real Elementary School’s driveways to the proposed infrastructure. Design of transition shall be reviewed and approved by the City Engineer.

Page | 17

EXHIBIT I: CAMINO REAL CROSS-SECTION

• Kirby Driveway (Private Road). Kirby Driveway shall be improved with stabilized decomposed granite to the satisfaction of the City Engineer along the project’s frontage.
• Interior Private Streets.

1. Street “A”. Street A would have a fifty-six (56) foot-wide right of way width with one eighteen (18) foot wide travel lane in each direction with a six (6) foot sidewalk adjacent to curb and four (4) foot wide landscape planter. On- street parking is not permitted on either side of the street. Exhibit J illustrates the proposed street.

EXHIBIT J: STREET “A”

2. Streets “B”, “C”, “D”, and “E”. Streets B through E w ould have a thirty -six (36) foot wide right of way width with one thirteen (13) floor wide travel lane in each direction with a five- foot (5) wide sidewalk adjacent to curb. No landscaping is incorporated as a part of the right-of-way. On-street parking is not permitted on either side of the street. Exhibits K illustrates the proposed streets.

Page | 18

EXHIBIT K: PRIVATE STREETS “B”, “C”, “D”, & “E” CROSS-SECTION

• Interior Private Alleys. Interior Alleys “A ” through “C” have an ultimate right-of-way width of twenty-six (26) feet with twelve (12) foot drive aisles. No parking is permitted in alleys. Exhibit L illustrated the proposed alleys.

EXHIBIT L: PRIVATE ALLEYS “A”, “B”, & “C” CROSS-SECTION

V. Title 9 – Zoning Ordinance.

A. Chapter 9.100. R-4 Zone (Planned Residential). The Planned Residential (R-4) Zone allows for single- family detached and multifamily projects that include open areas for recreation purposes and/or preservation of the rural character of the area.

The proposed project meets the land use regulations of the R -4 zone with the exception of minimum lot size, lot width, lot depth, front yard setback,

Page | 19

side yard, and rear yard setback. Table 4 outlines all R-4 zone requirements that the project does not comply with.

Per State Density Bonus Law, the proposed project may qualify for an unlimited number o f waivers if the imposition of a development standard would have the effect of physically precluding the construction of the project at the density proposed or with the incentive/concession. Said waivers may allow deviations from R-4 development standards listed above.

Per Chapter 9.100, the proposed project requires the concurrent processing and approval of a Development Plan. The Development Plan for the proposed project outlines the overall project design and provides details on floor plans, architecture, walls, fences, and open space.

Table 4: Compliance With Section 9.100.040 (R-4 Zone Land Use Regulations)
Land Use Regulation Compliance Waiver Request
The minimum overall area for
each dwelling unit, exclusive of
the area used for commercial
purposes and area set aside for
street rights-of-way, but including
recreation and service areas
shall be six thousand (6,000)
square feet.

No. Lots range from
2,498 square feet to
5,044 square feet.

The average lot size
is 3,036 square feet.

Waiver
requested per
SDBL.

The minimum lot area for the
individual lots used as a
residential building site shall be
three thousand, five hundred
(3,500) square feet.

No. Only six (6) of
the sixty-seven (67)
lots are larger than
3,500 square feet.

The remaining lots
range from 2,498
square feet to 3,436
square feet.

Waiver
requested per
SDBL.

The minimum width of each lot
shall be forty (40) feet
No. Although two (2)
of the sixty-seven
(67) are wider than
forty (40) feet, the
remaining lots range
from approximately
thirty (30) feet to
thirty-eight and a
half (38.5) feet wide.

Waiver
requested per
SDBL.

The minimum depth shall be
eighty (80) feet.

No. Four (4) of the
sixty-seven (67) lots
Waiver
requested per
SDBL.

Page | 20

are less than eighty
(80) feet in depth.

Table 4: Compliance With Section 9.100.040 (R-4 Zone Land Use Regulations)
Land Use Regulation Compliance Waiver Request
One (1) family residences shall
not exceed forty (40) feet in
height. No other building or
structure shall exceed fifty (50)
feet in height, unless a greater
height is approved pursuant
to Section 9. 240.370. In no
event, however, shall a building
or structure exceed seventy-five
(75) feet in height, unless a
variance is approved pursuant
to Section 9. 240.270.

Yes. The tallest
home is twenty-
eight and a half
(28.5) feet high.

None.

The front yard shall be not less
than twenty (20) feet, measured
from the existing right-of-way as
shown on any Specific Plan of
Highways, whichever is nearer
the proposed structure.

No. With the
exception of one lot,
front yard setbacks
range from fifteen
(15) feet to eighteen
(18) feet, eight (8)
inches.

Waiver
requested per
SDBL.

Side yards on interior and
through lots shall be not less
than a width of five (5) feet. Side
yard on corner and reversed
corner lots shall be not less than
ten (10) feet from the existing
right-of-way or from any future
right-of-way as shown on any
Specific Plan of Highways,
whichever is nearer the
proposed structure.

No. Most lots
provide four (4) foot
side yards.

Waiver
requested per
SDBL.

The rear yard shall not be less
than ten (10) feet.

No. Three (3) of the
sixty-seven (67) lots
are less than ten
(10) feet.

Waiver
requested per
SDBL.

Page | 21

No structural encroachments
shall be permitted in the front,
side or rear yard except as
provided for
in Section 9. 240.180
No. The homes
encroach into the
required setbacks.

Waiver
requested per
SDBL.

Off-street parking shall be
provided as set forth in Section

9.240.120.

Yes. Each home
provides two (2)
parking spaces
within a garage.

None.

Individual sewage disposal
systems shall not be permitted
on lots containing an area of less
than one-half (½) acre unless a
report has been received by the
Planning Commission from the
Riverside County Department of
Environmental Health stating
that such a system will be
acceptable.

Yes. There is no
individual sewage
disposal system
being proposed.

None.

Table 4: Compliance With Section 9.100.040 (R-4 Zone Land Use Regulations)
Land Use Regulation Compliance Waiver Request
The recreation areas shall be of
a size, based on the particular
use, adequate to meet the needs
of the anticipated population,
and shall be arranged so as to
be readily accessible to the
residents of the subdivision.

Yes. Recreational
areas are provided
throughout the
community.

None.

Adequate and permanent
access from a public street to
each family dwelling shall be
provided for pedestrians and
emergency vehicles.

Yes. Permanent
access from Camino
Real to all homes is
provided.

None.

B. Section 9.240.550 (Traditional Neighborhood Design). Traditional Neighborhood Design is intended to establish design and development standards for new single-family residential subdivisions that have a density greater than two dwelling units per acre to create traditional neighborhoods that preserve the small -town character of the community. As such, the proposed project is subject to the Traditional Neighborhood Design requirements as set forth in Section 9.240.550 of the Municipal Code.

Page | 22

The proposed project does not meet all the requirements of Section

9.240.550 (Traditional Neighborhood Design) of the Municipal Code.

Compliance with many of the Development Standards required per Section

9.240.550 would result in a project that provides less than the sixty-seven (67) units allotted on the site. Per the SDBL, the applicant may use a waiver to deviate from a development standard if adherence to such development standard would result in a project that provides less than the target number of units. The proposed project qualifies for unlimited waivers per the SDBL.

Table 5 outlines all Traditional Neighborhood Design Development Standards that the project does not comply with. Adherence to the majority of the development standards set for th below would reduce the number of units on the site. However, the applicant could still construct a project with 67 units and comply with the requirement that no more than 25% of the homes be two story, and that no two story lots be located next to each other or on a corner lot . The applicant could also construct the 67 units with the required thirty-six (36) inch box tree in the front yard, the required rear yard landscaping, and provide ninety (90) percent landscaping in the open space.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Land Use Regulation Compliance Waiver Request
Lot area. The minimum lot area
is as required under the
applicable zone classification for
the subject property(s).

No. The minimum
lot size requirement
in the R-4 is 3,500
square feet. Only six
(6) of the sixty-
seven (67) lots are
larger than 3,500
square feet. The
remaining 61 lots
range from 2,498
square feet to 3,436
square feet.

Waiver
requested per
SDBL.

Building height. Single-family
residence shall not exceed thirty-
five (35) feet in height and more
than two (2) stories pursuant to
the following:

Yes. Homes do not
exceed thirty-five
(35) feet in height.

None.
(a) The number of lots within the
subdivision with two (2) story
dwellings shall not exceed
twenty-five (25) percent;
No. All sixty-seven
(67) homes are
proposed at two (2)
stories.

Waiver
requested per
SDBL.

Page | 23

(b) No two (2) story dwelling may
be located on a lot adjacent to
another two (2) story dwelling;
and
No. All two (2) story
homes are adjacent
to one another.

Waiver
requested per
SDBL.
(c) No two (2) story dwellings
may be located on a corner lot.

No. All corner lots
have two (2) story
home.

Waiver
requested per
SDBL.

Floor area ratio. The maximum
FAR for a one (1) story dwelling,
including the garage, shall not
exceed 0.40.

N/A. All homes are
two (2) story.

N/A
The maximum FAR for the
ground floor of a two (2) story
dwelling, including the garage,
shall not exceed 0.25.

No. All lots have a
1st story FAR of
more than .25.

Average FAR for the
1st story is .42.

Waiver
requested per
SDBL.

The maximum FAR for the
second floor of a two (2) story
dwelling shall not exceed 0.15.

No. All lots have a
second story FAR of
more than .15.

Average FAR for
second story is .39.

Waiver
requested per
SDBL.

Open space. Not less than fifty
(50) percent of the lot area shall
be permeable open space.

No. Only fourteen
(14) homes have
more than fifty (50)
percent permeable
open space.

Waiver
requested per
SDBL.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Land Use Regulation Compliance Waiver Request

Not less than ninety (90) percent
of the required open space area
shall be landscaped.

No. The applicant
proposes to
landscape only the
front yard of each
lot.

Waiver
requested per
SDBL. .

Driveways to garages located in
the rear half (½) of the lot shall
not be included in the permeable
open space calculation.

N/A. All garages are
proposed on the
front half of the lot.

N/A
Page | 24

Setbacks. Provide useable open
space areas with generous
street side setbacks that
enhance the visual appearance
of the street parkway pursuant to
the following:
(a) Front yard. Minimum twenty
(20) foot front year setback.

Front yard setbacks are required
to vary in length, it is encouraged
that there be an average front
yard setback of twenty-five (25)
for the entire subdivision.

No. With the
exception of one lot,
front yard setbacks
range from fifteen
(15) feet to eighteen
(18) feet, eight (8)
inches.

Waiver
requested per
SDBL.
(b) Front yard covered
porches. Minimum fifteen (15)
foot setback for front yard
covered porches that are a depth
of eight (8) feet or more and one
hundred (100) square feet or
greater in area.

Yes. All porches are
set back more than
fifteen (15) feet.

None.
(c) Side yard, interior. Minimum
six (6) foot or not less than ten
(10) percent of the lot width,
whichever is the greater setback.

No. Most side yards
are proposed to be
four (4) feet.

Waiver
requested per
SDBL.
(d) Side yard, street
facing. Minimum ten (10) foot
setback.

No. Only one (1)
street facing side
yard is more than
ten (10) feet wide.

Waiver
requested per
SDBL.
(e) Rear yard. Minimum of a
twenty (20) foot setback.

No. Only eight (8)
lots have rear yards
that are a minimum
of twenty (20) feet.

Waiver
requested per
SDBL.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Land Use Regulation Compliance Waiver Request
(f) Garage attached. Street
facing garages shall be a
minimum ten (10) foot setback
from the front building line of the
dwelling and shall be side facing
No. All garages are
not set back ten (10)
feet from the front
building line.

Waiver
requested per
SDBL.

Page | 25

in the front half of the lot. Side
entry garages minimum of
twenty-foot front yard setback.
(g) Garage, detached. Zero (0)
interior side and rear yard
setbacks. Minimum five (5) foot
rear yard setback for a garage
that faces an alley.

N/A. No detached
garages are
proposed.

N/A
Garages. Garages attached or
detached shall be a secondary
feature of the home. Garages
facing the street shall be located
in the rear half (½) of the lot.

No. All garages are
located within the
front half of the lot.

Waiver
requested per
SDBL.

Corner lot garages shall not face
the street side yard.

Yes. Corner lot
garages do not face
side yard.

None.

Off-street parking and
driveways.
(a) A minimum of two (2)
covered garage spaces per
dwelling unit.

Yes. Two (2)
covered spaces are
provided per
dwelling unit.

None.
(b) Minimum forty-five (45) feet
between driveway curb cuts to
accommodate two (2) on-street
parking spaces between
driveways.

No. Less than forty-
five (45) feet is
being proposed in
between driveways.

The space between
driveways ranges
from approximately
thirteen (13) feet to
approximately
twenty-two (22) feet.

Waiver
requested per
SDBL.

One (1) driveway curb cut per
lot. At the discretion of the Public
Works and Community
Development Directors, shorter
distances between driveway cuts
on cul-de-sacs can be approved.

Yes. One (1)
driveway curb cut is
proposed per lot.

None.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Page | 26

Land Use Regulation Compliance Waiver Request
Streets.
(a) Street layout. Interior streets
shall connect to the internal
streets of existing, adjacent
neighborhoods, schools,
commercial centers, civic
buildings, and parks.

No. The internal
streets of the
proposed project do
not connect to
internal streets of
any adjacent site.

Waiver
requested per
SDBL.
(b) Street stub outs. Street stub
outs shall be provided to connect
to future subdivisions.

No. Street stub outs
are not proposed.

Waiver
requested per
SDBL.
(c) Block length. Maximum six
hundred sixty (660) foot blocks,
provided however, that for infill
development, Public Works and
Community. Development
Directors may approve a longer
block length.

Yes. The longest
block proposed is
approximately six
hundred and fifty-
five (655) feet long.

None.
(d) Rights-of-way. Minimum fifty-
six (56) foot local street width.

Minimum sixty (60) foot collector
street width.

No. The project
proposes internal
streets at thirty-six
(36) feet wide which
is less than the fifty-
six (56) foot
minimum.

Waiver
requested per
SDBL.
(e) Roadway width. Maximum
thirty-six (36) foot local street
width. Maximum forty (40) foot
collector street width.

No. The project
proposes twenty-six
(26) foot wide
roadway widths
which is less than
the thirty-six (36)
foot minimum.

Waiver
requested per
SDBL.

Page | 27

(f) Alley width. Maximum twenty
(20) foot alley width.

No. Alleys are
proposed to be
twenty-six (26) feet
wide.

Waiver
requested per
SDBL.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Land Use Regulation Compliance Waiver Request
(g) Parkway. For local streets
minimum ten (10) foot parkway
width. The parkway shall include
a five (5) foot wide sidewalk and
the area between the sidewalk
and the curb shall be landscaped
unless obstructed by public
signage, fire hydrants or other
safety equipment, or utility
equipment. For non-local streets,
the minimum parkway width is
fifteen (15) feet. At the discretion
of the Public Works and
Community Development
Directors parkway widths can be
modified.

No. Parkways are
less than the ten
(10) foot wide
requirement, as the
parkways are
proposed at five (5)
feet and do not
include landscape
planters.

Waiver
requested per
SDBL.
(h)Traffic calming
features. Subdivisions shall
include traffic-calming features
such as traffic circles, bulb-outs,
center islands, chicanes, speed
humps, bicycle lanes/shared
lane markings (sharrows), or
other traffic calming devices
designed to minimize conflicts
between vehicles and
pedestrians, equestrians, and
bicycles.

Yes. The project
proposes narrow
streets that per their
narrow design act
as traffic calming
measures.

Additionally, the
street improvements
required on Camino
Real will narrow the
street which is also
a traffic calming
measure.

None.

Page | 28

Street lighting.
(a) Street lighting shall be
provided along all streets.

Yes. Street lighting
is proposed
throughout the
community.

None.
(b) Exterior lighting shall be
directed downward in order to
reduce glare onto adjacent
properties.

Yes. Street lighting
is conditioned to be
further reviewed to
ensure compliance
with this
requirement.

None.

Equestrian and pedestrian trails
and bicycle lane
connections. Equestrian and
pedestrian trails and bicycle lane
connectivity through or adjacent
to the single-family residential
subdivision shall be provided.

The pedestrian trails and bicycle
lane connections shall be
consistent with the circulation
master plan for bicyclists and
pedestrians.

Yes. A multipurpose
trail is being
provided along the
west side of Camino
Real.

None.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Land Use Regulation Compliance Waiver Request
Architecture. Architectural styles
shall be consistent with the
Architectural Styles Sheet of the
Community Development
Department, which includes
Craftsmen, Victorian, California
Bungalow, American
Farmhouse, and California
Ranch. The architectural styles
within the subdivision shall:
(a) Be applied to new homes
and future additions to homes,
including detached accessory
buildings; and
Yes. The project is
proposing California
Bungalow, American
Farmhouse, and
California Ranch
Architectural Styles.

None.
(b) Continue architectural
features and fenestration on all
sides of dwelling units.

Yes. Architectural
features and
fenestration are
None.

Page | 29

provided on all sides
of dwelling.

Landscaping and
walls/fences. The composition
and location of landscaping shall
comply with the provisions
of Chapter 9. 283 o f this Code
and the following standards:
(a) Street trees. A minimum of
one (1) canopy tree per lot or
forty (40) feet of street frontage
when permissible. Street trees
shall be a minimum of two (2)
inch caliper measured six (6)
feet above the ground. A tree
landscaped area shall be
provided and be of an
appropriate size to
accommodate the mature size
and height of the tree. Trees
shall be located between the
sidewalk and the curb.

No. The project
does not propose
street trees as the
proposed parkways
do not include a
landscape planter.

Waiver
requested per
SDBL.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Land Use Regulation Compliance Waiver Request
(b) Landscaping area. The front
yard setback area shall be
landscaped and include a
minimum of one (1) thirty-six-
inch box canopy tree.

No. The project
proposes front yard
trees for sixty-five
(65) of the sixty-
seven (67) lots. The
proposed trees will
be twenty-four (24)
inch box which do
not meet the
minimum
requirement of
thirty-six (36) box.

Waiver
requested per
SDBL.

Page | 30

The rear yard setback shall be
landscaped.

No. The project
does not propose to
landscape the rear
yard setback.

Waiver
requested per
SDBL.

Ninety (90) percent of the
required lot open space shall be
landscaped.

No. Only the front
yards are proposed
to be landscaped.

Waiver
requested per
SDBL. .
(c) Natural features. Single-
family residential subdivisions
shall protect and preserve
natural features such as, without
limitation, unique natural terrain,
rock outcroppings, streams
(perennial, intermittent,
ephemeral), mature trees, and
native habitat.

No. The proposed
project does not
protect or preserve
natural features.

Waiver
requested per
SDBL.
(d) Walls and fences.
(i) Decorative masonry, wrought
iron, wood, tubular steel, stone
or river, rock or vinyl fencings
with a natural wood appearance
are permitted.

Yes. The project
proposes block,
vinyl, and tubular
steel fencing.

None.
(ii) Maximum six (6) foot high
walls or fences. When walls or
fences are located within a
required front yard or street side
setback, the walls or fences shall
be a maximum of forty-two (42)
inches in height.

Yes. Six (6) foot
high walls are
proposed.

None.

Table 5: Compliance to Section 9.240.550(E) (Traditional Neighborhood Design Development Standards)
Land Use Regulation Compliance Waiver Request
(iii) Chain-link, chicken wire,
razor, serpentine barbed wire,
electrified, and similar type
fencing are prohibited.

Yes. The project
does not propose
any of the
unpermitted fencing
types.

None.

Page | 31

Affordability. Single-family
residential subdivisions subject
to this section shall be consistent
with the affordable housing
requirements of the housing
element for the Jurupa Valley
General Plan.

Yes. This project
provides three (3)
units that are
affordable to very
low income
households which
meets the City’s
inclusionary housing
ordinance’s
requirement for
affordable homes.

None.

VI. FINDINGS FOR APPROVAL OF A SITE DEVELOPMENT PERMIT (SDP) Per Zoning Code Section 9.240.330(3) Requirements for Approval, no Site Development Permit shall be approved unless it complies with the following standards:

A. The proposed use must conform to all the requirements of the City of Jurupa Valley General Plan and with all applicable requirements of State law and the ordinance of the City of Jurupa Valley.

B. The overall development of the land shall be designed for the protection of the public health, safety, and general welfare; to conform to the logical development of the land and to be compatible with the present and logical development of the surrounding property. The plan shall consider the location and need for dedication and improvement of necessary streets and sidewalks, including the avoidance of traffic congestion; and shall take into account topographical and drainage conditions, including the need for dedication and improvements of necessary structures as a part thereof.

C. All site development permits which permit the construction of more than one structure on a single legally divided parcel shall, in addition to all other requirements, be subject to a condition which prohibits the sale of any existing or subsequently constructed structures on the parcel until the parcel is divided and a final map recorded in accordance with Title 7 in such a manner that each building is located on a separate legally divided parcel.

VII. FINDINGS FOR APPROVAL OF A TENTATIVE LAND DIVISION MAP.

Per Section 7.15.180 of the Jurupa Valley Municipal Code, “ A tentative map shall be denied if it does not meet all requirements of this ordinance, or if any of the following findings are made:”
1) That the proposed land division is not consistent with applicable general and specific plans;
Page | 32

2) That the design or improvement of the proposed land division is not consistent with applicable general and specific plans;
3) That the site of the proposed land division is not physically suitable for the type of development;
4) That the site of the proposed land division is not physically suitable for the proposed density of the development;
5) That the design of the proposed land division or proposed improvements are likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat;
6) That the design of the proposed land division or the type of improvements are likely to cause serious public health problems;
7) That the design of the proposed land division or the type of improvements will conflict with easements, acquired by the public at large, for access through, or use of, property within the proposed land division. A land division may be approved if it is found that alternative easements for access or for use will be provided and that they will be substantially equivalent to ones previously acquired by the public. This subsection shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction; and
8) Notwithstanding subsection (5) of this section, a tentative map may be approved if an environmental impact report was prepared with respect to the project and a finding was made, pursuant to the California Environmental Quality Act (Pub. Resources Code Section 21000 e t seq. ), that specific economic, social, or other considerations make infeasible the mitigation measures or project alternatives identified in the environmental impact report.

VIII. FINDINGS FOR APPROVAL OF DENSITY BONUS
Jurupa Valley Municipal Code Section 9.3 00.050(D) provides that under Density Bonus Law, t he C ity shall approve a waiver or reduction of a development standard, unless it makes one (1) or more of the following findings:
1) The application of the development standard does not have the effect of physically precluding the construction of a housing development at the density allowed by the density bonus and with the incentives or concessions granted to the applicant;
2) The waiver or reduction of the development standard would have a specific, adverse impact, as defined in Government Code Section 65589.5(d)(2) upon health, safety, or the physical environment, and for which there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact;
3) The waiver or reduction of the development standard would have an adverse impact on any real property that is listed in the California Register of Historical Resources; or
Page | 33

4) The waiver or reduction of the development standard would be contrary to state or federal law.

The developer seeks to waive and/or reduce a number of development standards.

The imposition of the standards pertaining to minimum lot size, lot width, lot depth, front yard setback, side yard, and rear yard setback would have the effect of physically precluding the construction of the development at the density proposed.

The imposition of the requirements set forth in Jurupa Valley Municipal Code section 9.240.540(E)(3) that only 25% of the homes may be two story, that two story homes may not be adjacent to each other and that two-story homes may not be on corner lots would not physically preclude the construction of 67 homes.

Additionally, the imposition of the requirements set forth in Jurupa Valley Municipal Code section 9.240.540(E)(13) that require thirty-six (36) inch box trees in the front yard, rear yard setback landscaping, and ninety (90) percent landscaping of open space would not physically preclude the construction of 67 homes. The developer could still construct the requested number of units, they would just be small er in size.

The developer contends that under SDBL the City must grant all waivers requested if it would require the developer to redesign its project.

PLANNING COMMISSION RECOMMENDATION
On October 9, 2024, the Planning Commission held a public hearing for the proposed project, at which time all persons interested in the proposed project had the opportunity to address the Planning Commission. At the public hearing , Planning Commissioners asked questions about the horse trail on Jurupa Road, the Madone Collection residential project, Regional Housing Needs Allocation (RHNA), and traffic on Camino Real.

The applicant, Warmington Residential, clarified the following points:

1. The proposed project site does not front on Jurupa Road and street improvements along Jurupa Road were not required.

2. Street improvements along Camino Real would be provided in the form of a multi - purpose trail.

3. The applicant was not involved with the Madone Collection project ; the applicant purchased the property after the original owner(s) determined that the project was not financially feasible.

With respect to RHNA, the proposed project would provide a total of sixty-seven (67) units on a site that was identified in the Housing Element as having the potential to provide a maximum of fifty-five (55) units at the moderate income level. Three (3) of the sixty-seven (67) units are proposed to be made affordable to very low income households. Because the project site was expected to provide only fifty-five (55) moderate income level homes and the project is proposing to provide three (3) very low income level homes and sixty - four (64) moderate income level homes, the proposed homes would result in a surplus of nine (9) moderate units, and three (3) low income units.

Regarding Camino Real, it was determined that traffic conditions along Camino Real would stay relatively similar to existing conditions. Although staff recommended street Page | 34

improvements to alleviate traffic in this area, per State Density Bonus Law, the applicant qualified for one (1) incentive/concession which they used to deviate from staff’s request for street widening.

Letter from Warmington’s attorney
The staff report for the Planning Commission meeting recommended that the Planning Commission approve the Project, but not approve six waivers, some related to landscaping and most related to the City’s one-story requirements (e.g., no more than 25 percent of the homes must have two stories). On October 7, 2024, the City received a letter from Warmington ’s legal counsel explaining how the conditional approval of the Project, without approving the waiver of the one- story and landscape requirements, was tantamount to a denial of the Project in violation of SDBL. The letter claims that the City would be in violation of the State Density Bonus Law (California Government Code Sections 65915-65918) if the waivers to allow 100% two- story homes are denied. The letter states that the City cannot deny a waiver because the project can be redesigned and that “a city may not apply any development standard that would physically preclude construction of the project as designed.” See Attachment 5.

The Planning Commission opened the public hearing and continued the item to October 23, 2024 to allow staff additional time to analyze the letter. The October 23, 2024 Planning Commission meeting was cancelled due to lack of quorum.

Letter from California Department of Housing and Community Development (HCD) On October 16, 2024, the City received an email from the Department of Housing and Community Development (HCD) informing the City that HCD had received a request for technical assistance regarding the proposed project. On October 29, 2024, the City met with HCD staff to discuss the project. HCD asked for the City ’s perspective on the requested waivers and for a description of the project in general.

On November 12, 2024, the City received a Notice of Potential Violation from the C
alifornia Department of Housing and Community Development (“HCD”). See Attachment 6. The notice explained that the City could not deny the waivers on the basis that it “ could theoretically be redesigned to achieve the same density without the requested waivers.” Instead, the City had to make specific findings, to deny the waivers.

Specifically, the City was required to find that (1) the waiver or reduction of the development standard would have a specific, adverse impact, as defined in Government Code Section 65589.5(d)(2) upon health, safety, or the physical environment, and for which there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact; (2) the waiver or reduction of the development standard would have an adverse impact on any real property that is listed in the California Register of Historical Resources; or (3) the waiver or reduction of the development standard would be contrary to state or federal law.

The notice reminded the City that HCD has enforcement authority over SDBL and t hat
HCD may notify the California Attorney General that the City has violated state law if the Project is not approved with the waivers requested.

Page | 35

November 13, 2024 Planning Commission hearing
On November 13, 2024, the Planning Commission held a public hearing regarding the Project. The Planning Commission expressed concern about public health and safety issues, primarily because the perimeter wall proposed to be constructed on the northwest corner of the Project would obstruct the view of residents exiting from Kirby Drive. A resident spoke at the hearing about how the perimeter wall proposed to be located along Kirby Drive would endanger the public health and safety of the residents who live adjacent to the Project site. The Project is located adjacent to Kirby Drive and the north side of the Project site runs parallel to Jurupa Road. The Project is designed to have a six-foot-high perimeter wall constructed parallel to Jurupa Road. There are six residential homes directly adjacent to the Project that use Kirby Drive as their only access point and these residents need to cross railroad tracks to access Jurupa Road. The construction of a six- foot high wall parallel to Jurupa Road will obstruct the line of sight of the drivers who are traveling along Kirby Drive and would prevent drivers from being able to see if a train is coming before they enter Jurupa Road. Residents would be forced to pull out past the perimeter wall to see if a train is traveling along Jurupa Road. This could create a significant public safety issue as they would be very close to the train before they see it.

In addition, the Planning Commissioners were concerned that the Project had a singular access point from Camino Real Drive and this could impact the ability of residents of the Project to safely evacuate in case of an emergency. Some Planning Commissioners also expressed concern about the density of the Project, but since the Project is entitled to a density bonus as discussed in the prior memorandum, this issue will not be addressed in this memorandum.

At the conclusion of the Planning Commission meeting, the Planning Commission voted unanimously to deny the Project and requested that staff bring back a resolution of denial.

On December 11, 2024, the Planning Commission voted unanimously to adopt the resolution of denial.

PERIMETER WALL
The Engineering Department has evaluated the line of sight issue that was raised at the Planning Commission meeting. The Engineering Department has determined that the proposed walls that are located parallel to Jurupa Road can have corner cuts outs that will address the line of sight issue. The Engineering Department has prepared a condition of approval, should the project be approved that reads as follows:
“The proposed walls along Lot 6 and 68 shall ensure a clear sight distance in accordance with the FHWA’s ‘Railroad Highway Grade Crossing Handbook ’, Section IV, Table 41. In addition, signage shall comply with the California MUTCD Part 8: Traffic Control for Railroad and Light Rail Transit Grade Crossings. Final details must be coordinated with the railroad, or a conservative approach shall be taken by using a 2,000-foot clear sight distance set 15 feet from the closest railroad track from Kirby Drive or provide 15’ clearance from behind the northwest corner of Lot 6 that extends to the northwest corner of Lot 7, whichever is greater. This sight line must be shown on the plans submitted for entitlement.”

Page | 36

ADDITIONAL LETTERS IN SUPPORT OF THE PROJECT
On November 27, 2024, YIMBY Law sent a letter to the City threatening legal action if the City denies the Project, or if it approves the Project but denies any of the requested waivers. See Attachment 7.

On December 5, 2024, the Housing Defense Fund sent a letter to the City advising that the City may not apply any development standard that would physically preclude construction of the project as designed. The letter further states that “if the City persist in its denial, and face a lawsuit, it will be liable for attorney’s fees and costs of suit pursuant to Government Code, section 65915, subdivision (e)(1). If the City is found to have violated the HAA in addition to wrongly denying requested waivers under the DBL, additional penalties apply. (See Gov. C ode, § 65589.5, subd. (k)(1)(B).) The liability for violating state housing law can be severe. As an example, the City of Berkeley was recently forced to pay $4 million after wrongfully denying a housing development project.” See Attachment 8.

On December 12, 2024, Warmington’s attorney sent a letter to the City advising that a denial of the project was not supported by substantial evidence. The letter noted that the City had previously approved the location of the wall when it approved the Madone Collection project and that the public safety concerns were a pretense to support the denial of the project. The letter explains that the City cannot deny the project without making a finding that the project would have a specific, adverse impact upon the public health or safety unless the project is disapproved or approved upon the condition that the project be developed at a lower density; and that there is no feasible method to satisfactorily mitigate or avoid the adverse impact, other than the disapproval of th e housing development project or the approval of the project upon the condition that it be developed at a lower density. The letter explains that the City did not identify a specific standard that the project does not comply with and that the City could condition the project to mitigate any line of sight issues. See Attachment 9.

On December 19, 2024, Housing Action Coalition sent a letter to the City advising that a project denial would violate the Housing Accountability Act and denial of the waivers would violate both the Housing Accountability Act and SDBL. The letter explained that HCD has taken the position that if a project qualifies under SDBL, and if waivers are needed to physically allow that project as designed to go forward with the incentives and concessions granted, the waivers must be granted. See Attachment 10.

CITY COMPLIANCE WITH HOUSING ELEMENT LAW
The City’s Housing Element was certified on April 22, 2022. The City was the first city in Riverside County to have its Housing Element certified. The Housing Element identified that the City has a regional housing needs allocation (“RHNA”) of 4,497 new housing units for the 2021-2029 planning period. The RHNA income category breakdown is as follows:
1,207 extremely low/very low income units, 749 low income units, 731 moderate income units, and 1,810 above moderate income units. In an effort to meet its RHNA obligation, the City has approved a number of housing development projects that required General Plan Amendments and zone changes. As of December 2024, the City has approved housing development projects and other General Plan amendments and zone changes that would allow for the potential development of 2,308 extremely low/very low income

Page | 38

4. MA21143 Mitigated Monitoring and Reporting Program (MMRP)

5. First letter from attorney for Developer dated October 7, 2024

6. Letter from State of California Housing and Community Development Department dated November 12, 2024

7. Letter from YMBY Law dated November 27, 2024

8. Letter from California Housing Defense Fund dated December 5, 2024

9. Second letter from attorney for Developer dated December 12, 2024

10. Letter from Housing Action Coalition dated December 19, 2024 ATTACHMENT NO. 1
Adopted Planning Commission Resolution No. PC-2024-20

Chair Newman, Chair Pro Tem Newman, Commissioners
De La Torre, Jackson, and Shultz

ATTACHMENT NO. 2
Project Plan Set (Architectural, Civil, and Landscape Plans)

STOP STOP
TURF
TR
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TURF
TURF
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TURF
TURF
STOP
STOP

STOP STOP
JURUPA RD.

CAMINO REAL
MISSIONBLVD.

Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
A0.00 NTS

JURUPA ROAD

JURUPA, CALIFORNIA

DEVELOPER INFORMATION
3090 PULLMAN STREET
COSTA MESA, CA 92626
CONTACT: BRET ILICH
PHONE: (909) 489-2113
EMAIL: [email protected]

CONSULTANT INFORMATION

KTGY ARCHITECTURE & PLANNING
17911 VON KARMAN AVENUE, SUITE 200
IRVINE, CA 92614
CONTACT: ALAN SCALES
PHONE: (949) 221-6256
EMAIL: [email protected]
ARCHITECTURE:

ADKIN ENGINEERS
6879 AIRPORT DR.

RIVERSIDE, CA 92504
CONTACT: MITCH ADKISON
PHONE: (951) 688-0241
EMAIL: [email protected]
CIVIL:

SHEET INDEX - ARCHITECTURE

BMLA LANDSCAPE ARCHITECTURE
310 NORTH JOY STREET
CORONA, CA 92879
CONTACT: JEFF TROJANOWSKI
PHONE: (951) 737-1124 x. 128
EMAIL: [email protected]
LANDSCAPE:

A0.00 COVER
A1.00 PLAN 1 - FRONT ELEVATIONS
A1.10 PLAN 1 - 'A' CALIFORNIA BUNGALOW ELEVATIONS
A1.20 PLAN 1 - 'B' AMERICAN FARMHOUSE ELEVATIONS
A1.30 PLAN 1 - 'C' CALIFORNIA RANCH ELEVATIONS
A1.40 PLAN 1 - UNIT PLAN
A1.50 PLAN 1 - ROOF PLANS
A2.00 PLAN 2- FRONT ELEVATIONS
A2.10 PLAN 2- 'A' CALIFORNIA BUNGALOW ELEVATIONS
A2.20 PLAN 2- 'B' AMERICAN FARMHOUSE ELEVATIONS
A2.30 PLAN 2- 'C' CALIFORNIA RANCH ELEVATIONS
A2.40 PLAN 2 UNIT PLAN
A2.50 PLAN 2- ROOF PLANS
A3.00 PLAN 3- FRONT ELEVATIONS
A3.10 PLAN 3- 'A' CALIFORNIA BUNGALOW ELEVATIONS
A3.20 PLAN 3- 'B' AMERICAN FARMHOUSE ELEVATIONS
A3.30 PLAN 3- 'C' CALIFORNIA RANCH ELEVATIONS
A3.40 PLAN 3- UNIT PLAN
A3.50 PLAN 3 ROOF PLANS
C.10 COLOR BOARD - CALIFORNIA BUNGALOW
C.20 COLOR BOARD - AMERICAN FARMHOUSE
C.30 COLOR BOARD - CALIFORNIA RANCH
WARMINGTON RESIDENTIAL | SOUTHERN CALIFORNIA DIVISION
COVER

T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-6"

FINISH GRADE
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
A1.00 0 2 48
'A' CALIFORNIA BUNGALOW'B' AMERICAN FARMHOUSE
'C' CALIFORNIA RANCH
PLAN 1 FRONT ELEVATIONS
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'A' LEGEND (CALIFORNIA BUNGALOW)
Stucco, 16/20
Concrete "S" Profile Roof Tile
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Light & Address
Metal Sectional Garage Door
Stucco o/ Foam Eave
Decorative Stucco Vent
Stucco Arched Soffit
Stucco Slope Sill
Stucco o/ Foam Scalloped Arched Corbel
Downspout
Not Used
Decorative Muntins
1 2
3 4
6 7
8 9
10 11
12 5
13 14
15 16
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023PLAN 1 'A' CALIFORNIA BUNGALOW ELEVATIONSA1.10 0 2 48

FRONT LEFT

REAR RIGHT
5 87
2 161 410 69
11 12
14 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'B' LEGEND (AMERICAN FARMHOUSE
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Light & Address
Metal Sectional Garage Door
Stucco o/ Foam Surround
Decorative Stucco Vents
Stucco Arched Soffit
Stucco Head & Sill Trim
Wood Barge Board
Wood Eave Board
Stucco o/ Foam Trim Band
Decorative Shelf
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
17 18
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
PLAN 1 'B' AMERICAN FARMHOUSE
ELEVATIONSA1.20 0 2 48
5 8
2 171 4 10 6
11 12 1314 9
7 18
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-6"

FINISH GRADE
'C' LEGEND (CALIFORNIA RANCH)
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Lights
Metal Sectional Garage Door
Stucco Head & Sill Trim
Decorative Stucco Vents
Stucco Column
Stucco o/ Foam Trim Band
Stucco o/ Foam Bay Window
Stucco o/ Foam Corbel
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
A1.30
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 8
21 4109
11 6
7 0 2 48
15 12
PLAN 1 'C' CALIFORNIA RANCH

ELEVATIONS
16 50'-0"
25'-0"
A/C
ENTRY
GARAGE
20'-2" x 19'-11"
LIVING
11'-6" x 17'-11"
DINING
12'-11" x 8'-7"
PDR.

DW
STOVE
REF

KITCHEN
12'-11" x 9'-9"
SINK
COAT
R
T
O
PORCH
PANTRY
UP
17R
DN
17R
25'-0"

PRIMARY SUITE
13'-11" x 14'-5"SUITE BATH
W.I.C.

LAUNDRY
7'-10" x 5'-8"
BED 3
10'-2" x 10'-0"
BED 2
11'-8" x 11'-4"
LINEN
BATH 2
LOFT
10'-2" x 10'-0"
46'-0"

GROSS SF
1ST FLOOR702 SQ. FT.
2ND FLOOR1032 SQ. FT.

TOTAL LIVING1735 SQ. FT.

GARAGE435 SQ. FT.

PORCH/PATIO53 SQ. FT.

A1.40
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
0 2 48
3 BEDS + LOFT (OPT. 4BD) / 2.5 BATH

FIRST FLOOR SECOND FLOOR
PLAN 1 UNIT PLAN

CALIFORNIA BUNGALOW 'A'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 0" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

AMERICAN FARMHOUSE 'B'
PITCH:4:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

CALIFORNIA RANCH 'C'
PITCH:4:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS
RIDGE
RIDGE
3:12
4:12
4:12
4:12
HIP
HIP
HIP
HIP
VALLEY
4:12
4:12
D.S.

D.S. D.S.

D.S.

RIDGE
RIDGE
3:12
4:12
4:12
4:12
D.S.

D.S.

RIDGE
4:12
VALLEY
RIDGE
4:12
3:12
2'-0"
4:12
VALLEY
D.S. D.S.

D.S.

A1.50
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
0 2 48
PLAN 1 ROOF PLANS
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±26'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±26'-6"

FINISH GRADE
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
A2.00 0 2 48
PLAN 2 FRONT ELEVATIONS
'A' CALIFORNIA BUNGALOW'B' AMERICAN FARMHOUSE
'C' CALIFORNIA RANCH
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±26'-0"

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 87
2 161 410 9
11 12
PLAN 2 'A' CALIFORNIA BUNGALOW
ELEVATIONSA2.10 0 2 48
6 13 14
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'B' LEGEND (AMERICAN FARMHOUSE
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Light & Address
Metal Sectional Garage Door
Stucco o/ Foam Surround
Decorative Stucco Vents
Stucco Arched Soffit
Stucco Head & Sill Trim
Wood Barge Board
Wood Eave Board
Stucco o/ Foam Trim Band
Decorative Shelf
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
17 18
A2.20
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 8
61 1710
11 1213 149
7 15
0 2 48
4 2
PLAN 2 'B' AMERICAN FARMHOUSE

ELEVATIONS
18 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±26'-6"

FINISH GRADE
'C' LEGEND (CALIFORNIA RANCH)
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Lights
Metal Sectional Garage Door
Stucco Head & Sill Trim
Decorative Stucco Vents
Stucco Column
Stucco o/ Foam Trim Band
Stucco o/ Foam Bay Window
Stucco o/ Foam Corbel
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
PLAN 2 'C' CALIFORNIA RANCH
ELEVATIONSA2.30
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 8
61 4 10 9
11 6
7 15
0 2 48
2 12 16
UP
17R
50'-0"
25'-6"
A/C
ENTRY
GARAGE
20'-6" x 20'-2"
DINING
12'-3" x 14'-1"
PDR.

DW
STOVE
REF

KITCHEN
14'-8" x 9'-2"
SINK
PORCH
COAT
R
T
O
PANTRY
LIVING
12'-8" x 14'-1"
DN
17R
52'-6"
25'-6"

PRIMARY SUITE
14'-5" x 14'-0"
SUITE
BATH
W.I.C.

BATH 2
BED 3
10'-3" x 10'-2"
BED 2
10'-6" x 10'-8"
LOFT
10'-6" x 13'-6"

LAUNDRY
6'-7" x 7'-4"
LIN.BED 4
10'-6" x 10'-8"

GROSS SF
1ST FLOOR794 SQ. FT.
2ND FLOOR1233 SQ. FT.

TOTAL LIVING2028 SQ. FT.

GARAGE440 SQ. FT.

PORCH/PATIO58 SQ. FT.

A2.40
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FIRST FLOOR
0 2 48
4 BEDS + LOFT / 2.5 BATH

SECOND FLOOR
PLAN 2 UNIT PLAN

CALIFORNIA BUNGALOW 'A'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 0" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

AMERICAN FARMHOUSE 'B'
PITCH:4:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

CALIFORNIA RANCH 'C'
PITCH:3:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS
RIDGE
VALLEY
RIDGE

RIDGE VALLEY
4:12
4:12
4:12
4:12
4:12
4:124:12
2'-0"
2'-0"
D.S.

D.S.

HIP
RIDGE
4:12
HIPHIP
VALLEY
HIP
RIDGE
4:12
4:12
4:12
4:12 4:12
D.S.

D.S.

RIDGE
3:12VALLEY
RIDGE
3:12
3:12 3:12
3'-0"
3:12
D.S.

D.S.

A2.50
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
0 2 48
PLAN 2 ROOF PLANS
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±28'-6"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023PLAN 3 FRONT ELEVATIONS
A3.00 0 2 48
'A' CALIFORNIA BUNGALOW'B' AMERICAN FARMHOUSE
'C' CALIFORNIA RANCH
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±28'-6"

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
87 2 161 410 912
A3.10 0 2 48
5 6
11 PLAN 3 'A' CALIFORNIA BUNGALOW

ELEVATIONS
14 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'B' LEGEND (AMERICAN FARMHOUSE
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Light & Address
Metal Sectional Garage Door
Stucco o/ Foam Surround
Decorative Stucco Vents
Stucco Arched Soffit
Stucco Head & Sill Trim
Wood Barge Board
Wood Eave Board
Stucco o/ Foam Trim Band
Decorative Shelf
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
17 18
A3.20
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
8 21 17101213149
7 17
57 0 2 48
4 6
PLAN 3 'B' AMERICAN FARMHOUSE

ELEVATIONS
18 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'C' LEGEND (CALIFORNIA RANCH)
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Lights
Metal Sectional Garage Door
Stucco Head & Sill Trim
Decorative Stucco Vents
Stucco Column
Stucco o/ Foam Trim Band
Stucco o/ Foam Bay Window
Stucco o/ Foam Corbel
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
A3.30
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
8 1 41096
7 2
5 15
0 2 48
117 14
PLAN 3 'C' CALIFORNIA RANCH

ELEVATIONS
16 UP
17R
ENTRY
GARAGE
20'-11" x 20'-4"
LIVING
13'-7" x 17'-7"
DINING
12'-5" x 7'-0"
PDR.

DW
STOVE
REF

KITCHEN
12'-4" x 10'-9"
SINK
26'-6"
50'-2"
A/C
PANTRY
R
T
O
COAT
FLEX / OFFICE / OPT. BED 5
12'-11" x 10'-7"
DN
17R

PRIMARY SUITE
14'-0" x 16'-0"
SUITE
BATH
W.I.C.

BATH 2
26'-6"
50'-2"
BED 3
11'-7" x 10'-2"

LAUNDRY
8'-11" x 6'-3"
LINEN
LOFT / OPT. BED 4
10'-5" x 14'-5"
BED 2
11'-7" x 10'-6"
LOFT

GROSS SF
1ST FLOOR796 SQ. FT.
2ND FLOOR1242 SQ. FT.

TOTAL LIVING2039 SQ. FT.

GARAGE495 SQ. FT.

PORCH/PATIO##########
UP
17R
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
A3.40 0 2 48

FIRST FLOOR SECOND FLOOR
5 BEDS + LOFT/ 3 BATH
PLAN 3 UNIT PLAN
4 BEDS + LOFT + FLEX/ 2.5 BATH
3 BEDS + LOFTS + FLEX/ 2.5 BATH
OPT. BED 5 / BATH 3

CALIFORNIA BUNGALOW 'A'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 0" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

AMERICAN FARMHOUSE 'B'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

CALIFORNIA RANCH 'C'
PITCH: 3:12 UNO
EAVE: 12" UNO
RAKE: 3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS
RIDGE
2'-0"
4:12
4:12
RIDGE
4:12
4:12
VALLEY
VALLEY
D.S.

D.S. D.S.

RIDGE
4:12
4:12
VALLEY
HIP
4:12
HIP
RIDGE
4:12
4:12
4:12
RIDGE
4:12
HIP
HIP

VALLEYVALLEY
D.S.

D.S.

D.S. D.S.

D.S.
3:12
RIDGE
RIDGE
3:12
3:12
D.S.D.S.

D.S.

A3.50
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023PLAN 3 ROOF PLANS
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date: 12.12.2023
1st Submittal Date: 12.18.2023
COVER
A0.00NTS

05.30.2024

COLOR BOARDCOLOR SCHEMES INDICATE TYPICAL COLOR AND MATERIAL APPLICATION

ALL PAINT TO BE SHERWIN WILLIAMS OR EQUAL

ALL ROOFING TO BE EAGLE ROOFING OR EQUAL
(DUE TO VARIATIONS IN COLOR PRINTERS, SEE PAINT CHIPS FOR ACTUAL COLORS) C.10CALIFORNIA BUNGALOW
SW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACK

ALL METALSALL METALSALL METALS
COLOR SCHEME 1

CALIFORNIA BUNGALOW
SW7030 ANEW GRAY
SW6202 CAST IRON
SW6202 CAST IRON
THERMA-TRU SMOOTH STAR S205
SW7505 MANOR HOUSE

WESTLAKE ROYAL ROOFING SOLUTIONS

BARCELONA - SANTA CATARINA BLEND
(1BCCS6036)
STUCCO BODY | FOAM TRIM

SHUTTERS

ENTRY DOOR GARAGE DOOR

S-TILE ROOFING
SW7505 MANOR HOUSE
FASCIA
COLOR SCHEME 2

CALIFORNIA BUNGALOW
SW6154 NACRE
SW7705 WHEAT PENNY

SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SW7705 WHEAT PENNY
THERMA-TRU SMOOTH STAR S205
SW6152 SUPERIOR BRONZE

WESTLAKE ROYAL ROOFING SOLUTIONS
BARCELONA - VERONA CLAY (1BCCS7330)
STUCCO BODY | FOAM TRIM

SHUTTERS

GUTTER GUTTER GUTTER

ENTRY DOOR GARAGE DOOR

S-TILE ROOFING
SW6152 SUPERIOR BRONZE
FASCIA
SW6141 SOFTER TAN
SW6223 STILL WATER
SW6223 STILL WATER
THERMA-TRU SMOOTH STAR S205
SW7520 PLANTATION BROWN

WESTLAKE ROYAL ROOFING SOLUTIONS
BARCELONA - CHARLESTON (1BCCS6070)
STUCCO BODY | FOAM TRIM

SHUTTERS

ENTRY DOOR GARAGE DOOR

S-TILE ROOFING
SW7520 PLANTATION BROWN
TRIMS|FASCIA
COLOR SCHEME 3

CALIFORNIA BUNGALOW

Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date: 12.12.2023
1st Submittal Date: 12.18.2023
COVER
A0.00NTS

05.30.2024

COLOR BOARDCOLOR SCHEMES INDICATE TYPICAL COLOR AND MATERIAL APPLICATION

ALL PAINT TO BE SHERWIN WILLIAMS OR EQUAL

ALL ROOFING TO BE EAGLE ROOFING OR EQUAL
(DUE TO VARIATIONS IN COLOR PRINTERS, SEE PAINT CHIPS FOR ACTUAL COLORS) C.20AMERICAN FARMHOUSE
COLOR SCHEME 4

AMERICAN FARMHOUSE
SW9162 AFRICAN GRAY
SW6103 TEA CHEST
SW6103 TEA CHEST
THERMA-TRU SMOOTH STAR S600
SW7009 PEARLY WHITE

STUCCO BODY
SHUTTERS | GABLE END

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7009 PEARLY WHITE
TRIMS|FASCIA
COLOR SCHEME 5

AMERICAN FARMHOUSE
SW7067 CITYSCAPE
SW7069 IRON ORE
SW7069 IRON ORE
THERMA-TRU SMOOTH STAR S600
SW7069 IRON ORE

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - CHARCOAL BLEND

STUCCO BODY
SHUTTERS | GABLE END

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7014 EIDER WHITE
TRIMS|FASCIA
SW7008 ALABASTER
SW7048 URBANE BRONZE
SW6384 CUT THE MUSTARD
THERMA-TRU SMOOTH STAR S600
SW7048 URBANE BRONZE

STUCCO BODY
SHUTTERS | GABLE END

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7008 ALABASTER
TRIMS|FASCIA
COLOR SCHEME 6

AMERICAN FARMHOUSE
SW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACK

ALL METALSALL METALSALL METALS

SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN

GUTTER GUTTER GUTTER

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - COBBLESTONE

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - CHARCOAL BLEND
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date: 12.12.2023
1st Submittal Date: 12.18.2023
COVER
A0.00NTS

05.30.2024

COLOR BOARDCOLOR SCHEMES INDICATE TYPICAL COLOR AND MATERIAL APPLICATION

ALL PAINT TO BE SHERWIN WILLIAMS OR EQUAL

ALL ROOFING TO BE EAGLE ROOFING OR EQUAL
(DUE TO VARIATIONS IN COLOR PRINTERS, SEE PAINT CHIPS FOR ACTUAL COLORS) C.30CALIFORNIA RANCH
COLOR SCHEME 7

CALIFORNIA RANCH
SW7011 NATURAL CHOICE
SW7675 SEALSKIN
SW7675 SEALSKIN
THERMA-TRU SMOOTH STAR S93
SW9172 STUDIO CLAY

STUCCO BODY

SHUTTERS

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW9172 STUDIO CLAY
TRIMS|FASCIA
COLOR SCHEME 8

CALIFORNIA RANCH
SW7548 PORTICO
SW7749 LAUREL WOODS
SW7749 LAUREL WOODS
THERMA-TRU SMOOTH STAR S93
SW9183 DARK CLOVE

STUCCO BODY

SHUTTERS

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW9183 DARK CLOVE
TRIMS|FASCIA
SW9173 SHIITAKE
SW7674 PEPPERCORN
SW7674 PEPPERCORN
THERMA-TRU SMOOTH STAR S93
SW7039 VIRTUAL TAUPE

STUCCO BODY

SHUTTERS

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7039 VIRTUAL TAUPE
TRIMS|FASCIA
COLOR SCHEME 9

CALIFORNIA RANCH
SW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACK

ALL METALSALL METALSALL METALS

SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN

GUTTER GUTTER GUTTER

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - BUCKSKIN

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - TAHOE BLEND

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - BUCKSKIN

STOP STOP
STOP
STOP

STOP STOP
JURUPA RD.

CAMINO REAL
MISSIONBLVD.

STOP
STOP
STOP
STOP
STOP
STOP
JURUPA RD.

CAMINO REAL
MISSIONBLVD.

STOP
STOP
T R
T
R
T
R
T
R

STOPSTOP
STOP
STOP

TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY

KOELREUTERIA PANICULATA

GOLDEN RAIN TREE
24"BOX L 22

LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ'

NATCHEZ CRAPE MYRTLE - STANDARD
24"BOX M 4

LAGERSTROEMIA INDICA X FAURIEI 'TUSCARORA'

TUSCARORA CRAPE MYRTLE - STANDARD
36"BOX M 10
MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD'
D.D BLANCHARD SOUTHERN MAGNOLIA
24"BOX
________
48"BOX
M 9
_____
2 PLATANUS RACEMOSA

CALIFORNIA SYCAMORE - STANDARD
24"BOX
________
60"BOX
M 7
_____
1 PODOCARPUS GRACILIOR

FERN PINE
24"BOX M 51

QUERCUS AGRIFOLIA

COAST LIVE OAK
36"BOX L 8

PLANT SCHEDULE

SHRUBS/VINES BOTANICAL / COMMON NAME SIZE WUCOLS

AGAVE ATTENUATA

FOXTAIL AGAVE
5 GAL L
ANIGOZANTHOS X `KANGA YELLOW`

KANGA YELLOW KANGAROO PAW
5 GAL L
CALLISTEMON VIMINALIS `LITTLE JOHN`

DWARF WEEPING BOTTLEBRUSH
5 GAL L
DIANELLA REVOLUTA `LITTLE REV`

LITTLE REV FLAX LILY
5 GAL L
DIANELLA TASMANICA `VARIEGATA`

FLAX LILY
5 GAL L

DIETES VEGETA

AFRICAN IRIS
5 GAL M

HESPERALOE PARVIFLORA

RED YUCCA
5 GAL L
LANTANA CAMARA `NEW GOLD`

NEW GOLD LANTANA
5 GAL L

LANTANA MONTEVIDENSIS PURPLE

PURPLE TRAILING LANTANA
1 GAL L
LEUCOPHYLLUM F. 'GREEN CLOUD'

GREEN CLOUD TEXAS RANGER
5 GAL L
LOMANDRA LONGIFOLIA `BREEZE`

DWARF MAT RUSH
5 GAL M
MUHLENBERGIA CAPILLARIS `REGAL MIST`

REGAL MIST PINK MUHLY
5 GAL L

PARTHENOCISSUS TRICUSPIDATA

BOSTON IVY
1 GAL M

PITTOSPORUM TOBIRA

MOCK ORANGE
5 GAL M
RHAPHIOLEPIS INDICA `BALLERINA`

BALLERINA INDIAN HAWTHORN
5 GAL M

RHAMNUS CALIFORNICA

CALIFORNIA COFFEEBERRYRN
5 GAL L
ROSA FLORIBUNDA `ICEBERG`

ICEBERG ROSE
5 GAL M
ROSA X `NOARE`

FLOWER CARPET RED GROUNDCOVER ROSE
2 GAL M
ROSA X `NOASCHNEE`

FLOWER CARPET WHITE GROUNDCOVER ROSE
2 GAL M
ROSMARINUS OFFICINALIS `PROSTRATUS`

DWARF ROSEMARY
1 GAL L
ROSMARINUS OFFICINALIS `TUSCAN BLUE`

TUSCAN BLUE ROSEMARY
5 GAL L

SALVIA GREGGII

AUTUMN SAGE
5 GAL L

SALVIA LEUCANTHA

MEXICAN BUSH SAGE
5 GAL L

WESTRINGIA FRUTICOSA

COAST ROSEMARY
5 GAL L

GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS

SEASHORE PASPALUM

PASPALUM GRASS
SOD H

TFY PLANT PALETTE
SEE SHEET 2 FOR PROPOSED TFY PLANTING LEGEND AND

ENLARGEMENT

PRIVATELY REAR YARD MAINTAINED SLOPES -

NOT A PART OF WATER CALCULATION

STOPSTOP
STOP
STOP
W
W
W
W
W

W W W W W
W
W
WWWWW
W
S
S S
S

SS S S S
S
S S
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL

TEL TEL
TEL
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV
CATV

STREET 'A'

STREET 'C'

STREET 'E'

STREET 'D'

STREET 'B'

CAMINO REAL

KIRBY DRIVE

JURUPA ROAD
T R
T
R
T
R
T
R

PREPARED FOR WARMINGTON RESIDENTIAL
3090 PULLMAN STREET , COSTA MESA, CA 92626
Sheet List Table
Sheet Number Sheet Title
1 OVERALL SITE PLAN
2 TFY ENLARGEMENTS
3 PARK ENLARGEMENTS & AMENITIES
4 WALL AND FENCE PLAN
NORTH
06/25/24
TTM 38888 JURUPA ROAD-CAMINO REAL
7486 JURUPA ROAD,
JURUPA VALLEY, CA 92509
0' 40' 80' 120'
1 IRRIGATION CONCEPT NOTE:

THE IRRIGATION DESIGN WILL INCORPORATE THE LATEST IN SMART IRRIGATION TECHNOLOGIES. ALL NEW LANDSCAPE AREAS WILL INCLUDE HIGH EFFICIENCY, LOW WATER USE IRRIGATION EQUIPMENT AND METHODS. A SMART IRRIGATION CONTROLLER WITH A RAIN SHUT OFF DEVICE WILL ALSO BE INCORPORATED. BARK

MULCH WILL BE USED TO RETAIN MOISTURE AND REDUCE EVAPORATION AND AN IRRIGATION SCHEDULE WILL BE PROVIDED TO PROGRAM THE CONTROLLER. TWO

IRRIGATION SCHEDULES SHALL BE PREPARED, ONE FOR PLANT ESTABLISHMENT AND ONE FOR MAINTENANCE. ALL NEW IRRIGATION SYSTEMS WILL COMPLY WITH ALL CURRENT LANDSCAPE GUIDELINES.

LANDSCAPE CONCEPT NOTE:

THIS LANDSCAPE WILL CONSIST OF CALIFORNIA-FRIENDLY, LOW AND MEDIUM WATER USE PLANT MATERIAL. ALL PLANTS HAVE BEEN CHOSEN FROM THE LOW OR MEDIUM WATER USE CATEGORY ACCORDING TO WUCOLS. PLANTS HAVE BEEN CHOSEN TO

CREATE A UNIFORM THEME ACROSS THE SITE CONSISTING OF MEDITERRANEAN AND CALIFORNIA FRIENDLY PLANT MATERIAL. MAINTENANCE AND LONGEVITY OF PLANT MATERIAL HAS BEEN TAKEN INTO CONSIDERATION. ROOT PANELS AND BARRIERS

WILL BE UTILIZED ON ALL TREES NECESSARY, CONSISTENT WITH ALL STANDARDS AND SPECIFICATIONS. A 3" LAYER OF BARK MULCH WILL BE USED IN ALL SHRUB AREAS; 1 1/2" THICK MULCH LAYER FOR GROUND COVER FROM ROOTED CUTTINGS.

ALL LANDSCAPE AREAS WILL CONFORM TO ALL CURRENT LANDSCAPE GUIDELINES. LANDSCAPE AREA SUMMARY:

TOTAL IRRIGATED SITE AREA= 43,410 SF.

TURF IRRIGATED AREAS= 6,322 SF.

PLANS TO BE IN CONFORMANCE WITH THE CITY OF

JURUPA VALLEY STANDARDS FOR LANDSCAPE
DEVELOPMENT AND CITY ORDINANCE 2015-17 WATER

EFFICIENT LANDSCAPE FOR DESIGN REQUIREMENTS,

SUBMITTAL, AND INSPECTION
REQUIREMENTS. THE CITY HAS ADOPTED THE

RIVERSIDE COUNTY GUIDE TO CALIFORNIA FRIENDLY
LANDSCAPING.

OVERALL SITE PLAN
LIMONITE AVE.

ETIWANDA
AVE.

BAIN ST.

PEDLEY RD.

CAMINO REAL
BELLEGRAVE AVE.

VAN BUREN
BLVD. MISSION BLVD.
15 60
JURUPA
RD.

LIMONITE AVE.

MISSION BLVD.

PYRITE
ST.

PROJECT
SITE

VICINITY MAP NTS

REFER TO

ENLARGEMENT - A

REFER TO ENLARGEMENT - B

REFER TO

ENLARGEMENT - C
8' WIDE

DECOMPOSED

GRANITE HORSE
TRAIL
(1) 60" BOX

PLATANUS

RACEMOSA
VINES @ 15' O.C.

ALONG STREET

FACING SIDE OF
WALLS-TYP.

NO TREES HERE

DUE TO LINE OF
SIGHT

NO TREES HERE

DUE TO LINE OF
SIGHT
8' WIDE

DECOMPOSED

GRANITE HORSE
TRAIL

DECORATIVE

STAMPED

ASPHALT PAVING

DECORATIVE

STAMPED

ASPHALT PAVING
8' WIDE

DECOMPOSED

GRANITE HORSE
TRAIL

FRONT YARD SHRUB LEGEND

ELEVATION STYLE SCIENTIFIC NAME COMMON NAME SIZE / SPACING WUCOLS

BACKGROUND SHRUBS
Farmhouse Pittosporum tobira Mock Orange 5 Gal @ 48"
O.C. M
California Ranch Rosmarinus o. 'Tuscan
Blue' Tuscan Blue Rosemary 5 Gal @ 48"
O.C. L
Spanish Ligustrum japonicum
'Texanum' Waxleaf Privet 5 Gal @ 48"
O.C. M
Prairie Lavatera maritima Tree Mallow 5 Gal @ 48"
O.C. M

MID-GROUND SHRUBS
Farmhouse Salvia greggii Frumans Red Furmans Red Texas Salvia 5 Gal @ 36" O.C. L
California Ranch Agave Attenuata Fox Tail Agave 5 Gal @ 36" O.C. L
Spanish Lavandula stoechas Spanish Lavender 5 Gal @ 36" O.C. L
Prairie Cistus hybridus White Rockrose 5 Gal @ 36"
O.C. L

MID GROUND LOW SPREADING SHRUB
Farmhouse Carissa m. 'Green Carpet' Natal Plum 1 Gal @ 60" O.C. M
California Ranch Baccharis Pigeon Point Dwarf Coyote Brush 1 Gal @ 60" O.C. L
Spanish Westringia Mundi Mundi Westringia 1 Gal @ 60"
O.C. L
Prairie Juniperus s. 'Buffalo' Buffalo Juniper 1 Gal @ 60" O.C. M
ACCENT UPRIGHT COLUMN - TO BE SPOTTED IN THE FIELD PRIOR TO PLANTING BY LANDSCAPE ARCHITECT 2 PER LOT Farmhouse Podocarpus e. 'Monmal' Blue Ice Yellow wood 5 Gal M California Ranch Juniperus Scopulorum Juniperus Skyrocket 5 Gal M Spanish Laurus Nobilis Sweet Bay (Column Form) 5 Gal L
Prairie Prunus c. 'Bright n Tight' Bright n Tight 5 Gal M

GROUNDCOVERS
Farmhouse Convulvulus maritanicus Blue ROck Bindweed Flats @ 18" O.C. L California Ranch Myoporum Parvifolium Pink Pink myoporum Flats @ 18" O.C. L Spanish Rosmarinus officinalis
prostratus Creeping Rosemary Flats @ 18" O.C. L
Prairie Senecio mandraliscae Blue Chalksticks Flats @ 18" O.C. L 64 Gal.

31.25"L X

24.25"W X

41.75"H
64 Gal.

31.25"L X

24.25"W X

41.75"H
64 Gal.

31.25"L X

24.25"W X

41.75"H

S S S S S
W W W
PLAN 3 PLAN 1 PLAN 2

TYPICAL STREET
GENERAL PLANTING NOTES:

1. ALL TREES STANDARD UNLESS OTHERWISE INDICATED IN LEGEND.

2. ALL TREES WITHIN 6' OF HARDSCAPE TO BE INSTALLED WITH ROOT BARRIERS. ROOT BARRIERS SHALL NOT ENCIRCLE THE TREE

ROOTBALL BUT SHALL BE LOCATED AT EDGE OF HARDSCAPE AND
EXTEND BEYOND CENTER OF TREE A MINIMUM OF 5 FT IN EACH
DIRECTION.

3. 3" LAYER OF BARK MULCH WILL BE USED IN ALL SHRUB AREAS; 1 1/2" THICK MULCH LAYER FOR GROUND COVER FROM ROOTED CUTTINGS.

4. ORDINANCES 348 & 460 - TREES STAKED WITH 2-3 STAKES AND SIX TREE TIES (RUBBER CINCH TIES - NO WIRE). USE A TRIPLE STAKING WITH 3" DIAMETER STAKED IN HIGH WIND AREAS.

5. STREE TREES TO BE LOCATED CLEAR OF UTILITY LINES, EQUIPMENT & STREET LIGHTS IDENTIFIED IN ON-SITE REVIEW PER LOT.

6. STREET TREES ARE TO BE 20' AWAY FROM STREET LIGHTS.

7. THERE ARE NO STORMWATER BMP'S PROVIDED ON THESE PLANS.

8. ALL ABOVE-GROUND UTILITIES TO BE SCREENED WITH PLANT MATERIAL.

9. THERE IS NO SPECIAL LANDSCAPING PER ORDINANCE 859.3 SECTION 3 ON THESE PLANS.

10. WUCOLS ZONE IS ZONE 4.

11. TURFGRASS IS NOT ALLOWED

FRONT YARD QUANTITY CALCULATIONS
50% OF FRONT LANDSCAPE AREA TO MEET FOLLOWING PARAMETERS:
1 SHRUB PER 25 SQUARE FEET OF PLANTING AREA
60% 5 GALLON SHRUBS OR PER 100 SQUARE FEET
40% 1 GALLON SHRUBS
1 - 15 GALLON TREE, 2 - 15 GALLON TREE PER CORNER LOT

TYPICAL STREET

FLAG LOT

PREPARED FOR WARMINGTON RESIDENTIAL
3090 PULLMAN STREET , COSTA MESA, CA 92626
06/25/24
TTM 38888 JURUPA ROAD-CAMINO REAL
7486 JURUPA ROAD,
JURUPA VALLEY, CA 92509
2TFY ENLARGEMENTS

PAVED DRIVEWAY

AREA PER CIVIL

CONCRETE WALKWAY

TO FRONT DOOR

TELEPHONE
64 Gal.

31.25"L X

24.25"W X

41.75"H
64 Gal.

31.25"L X

24.25"W X

41.75"H
64 Gal.

31.25"L X

24.25"W X

41.75"H
STOP
STOP
STOP
W
W
W
W
W
W
W
WW
S
S S
S
S
TEL
CATV
CATV

STREET 'A'

STREET 'B'
T
R
W W W
T
R

W W W W W W

S S S S S

STREET 'C'
T R
T
R
4 876
53 21

RECREATION AREA ENLARGEMENT - A

OPEN SPACE AREA ENLARGEMENT - B

OPEN SPACE AREA ENLARGEMENT - C
LEGEND

1. TURF

2. TRASH & RECYCLE RECEPTACLE

3. BENCH SEATING

4. PICNIC SEATING

5. CHARCOAL GRILL ON POST

6. HOT COAL RECEPTACLE

7. SHADE STRUCTURE W/ PICNIC SEATING

8. PLAYGROUND AREA WITH RUBBER SURFACING AND 12"

CONCRETE MOW CURB

9. DOG PARK W/ ARTIFICIAL TURF

10. 6'H TUBULAR STEEL FENCE (REFER TO CONCEPTUAL

WALL AND FENCE PLAN)

11. CONCRETE WALKWAY

12. PARKING STALLS W/ ADA PARKING SPACES PER CIVIL

13. UNDERGROUND DRAIN CHAMBERS PER CIVIL

14. DOGI-POT

15. DECORATIVE STAMPED ASPHALT ENTRY AND

CROSSWALKS

CAMINO REAL

TYPICAL CAMINO REAL FRONTAGE

PLANTING
0' 20' 40' 60'NORTH

PREPARED FOR WARMINGTON RESIDENTIAL
3090 PULLMAN STREET , COSTA MESA, CA 92626
06/25/24
TTM 38888 JURUPA ROAD-CAMINO REAL
7486 JURUPA ROAD,
JURUPA VALLEY, CA 92509
3 PARK ENLARGEMENTS & AMENITIES

PICNIC TABLE - ADA PICNIC TABLE

SHADE STRUCTURE TOT LOT EQUIPMENT

CHARCOAL GRILL ON POSTBENCH

HOT COAL RECEPTACLE

WASTE & RECYCLE RECEPTACLES
QCP - QR-42FC3-ADA QCP - QR-42FC
ALUMASHADE-16X24 GAMETIME - SENSORY DOME® - MEDIUM MODEL PILOT ROCK - N-20QCP - Q4-YS72B
OUTDOOR CREATIONS INC - 300CR
QCP - QR-CAL2436W-A19
23 9
5 8
10 6 7
12 1
1 1
2 2
3 3
4 4
1 11
11 2
11 13
14 14
14 15
15 15
15 NAME HERENAME HERE

SPLIT FACE BLOCK WALL
AND PILASTER N.T.S.
6'-0" TALL VINYL FENCE N.T.S.3'-0" WIDE VINYL GATE N.T.S.

ENTRY MONUMENT N.T.S.

NOTE: MONUMENT MOUNTED TO WALL.

FINAL LOGO AND GRAPHIC TO BE DETERMINED.

PIN SET METAL LETTERS
4'-0" TALL TUBULAR STEEL FENCE N.T.S.

WHITE WASHED WALL

BETWEEN COLUMNS
4'-0" VINYL 3 RAIL HORSE TRAIL FENCE N.T.S.
6'-6" 6'
8'-0"
6'-0"
3'-0"
6'-0"
4'-0"
8'-0"
4'-0"

SYMBOL DESCRIPTION COLOR/FINISH MANUFACTURER
6`-0" HIGH 8X6X18 SINGLE-SIDED SPLIT FACE
BLOCK WALL WITH 8X2X16 SPLIT FACE WALL CAP

TAN / SPLIT

FACE FOR
STREET

FACING,

PRECISION FOR

INTERIOR

FACING WALLS

ORCO BLOCK OR PROTO II
6`-0" HIGH 8X6X18 DOUBLE-SIDED SPLIT FACE
BLOCK WALL WITH 8X2X16 SPLIT FACE WALL CAP

TAN/SPLIT FACE ORCO BLOCK OR PROTO II

ENTRY SIGNAGE PIN-SET METAL

LETTERS
6`-6" HIGH 12X8X12 SPLITFACE PILASTER WITH
CAP

TAN ORCO BLOCK OR PROTO II

RETAINING WALLS PER CIVIL PLAN
4`-0" HIGH TUBE STEEL FENCE PAINTED BLACK
6`-0" HIGH VINYL FENCE TAN
6`-0" HIGH, 3`-0" WIDE VINYL GATE TAN
4'-0" HIGH 3 RAIL VINYL TRAIL FENCE TAN

WALL SCHEDULE

STOPSTOP
STOP
STOP

STREET 'A'

STREET 'C'

STREET 'E'

STREET 'D'

STREET 'B'

CAMINO REAL

KIRBY DRIVE

JURUPA ROAD
T R
T
R
T
R
T
R

PREPARED FOR WARMINGTON RESIDENTIAL
3090 PULLMAN STREET , COSTA MESA, CA 92626
NORTH
06/25/24
TTM 38888 JURUPA ROAD-CAMINO REAL
7486 JURUPA ROAD,
JURUPA VALLEY, CA 92509
0' 40' 80' 120'
4WALL AND FENCE PLAN
ATTACHMENT NO. 3
Development Plan
Development Plan
Jurupa 67
Tentative Tract Map No. 38888

Prepared for:

City of Jurupa Valley
8930 Limonite Avenue
Jurupa Valley, CA 92509
951.332.6464
Point of Contact: Miguel Del Rio, Senior Planner
[email protected]

Developed by:

Warmington Residential
(Applicant: Brian Taylor)
[email protected]

Prepared by:

Taylor & Clark Consulting LLC
1968 S. Coast Hwy, Suite 3043
Laguna Beach, CA 92651
[email protected]

In Consultation With:

KTGY - Architecture
BLMA - Landscape Architecture
Adkan Engineers- Civil Engineering

Jurupa 67 TTM 38888 Development Plan

A. INTRODUCTION
Pursuant to the City of Jurupa Valley Zoning Ordinance a Development Plan must be prepared in order to apply the R-4 Zone to a property. The Development Plan must contain the following minimum information:

1. Location of each existing and proposed structure in the development area, the uses or uses to be contained therein. Typical plans indicating use on a lot may be used.

2. Location of all pedestrian walks, malls, recreation and other open areas for the use of occupants and members of the public.

3. Location and height of all walls, fences and screen planting, including a plan for the landscaping of the development, types of surfacing, such as paving, turfing, or other landscaping to be used at various locations.

4. Plans and elevations of typical structures to indicate architectural type and construction standards.

This document serves as the development plan for Tentative Tract Map 38888 (Marketing name “JURUPA 67”), which shall be enforced by the City of Jurupa Valley via conditions of approval placed on TTM 38888. Development in JURUPA 67 community is required to substantially conform to the physical characteristics and design concepts set forth in this document. The City has the discretion to determine if implementing actions substantially conform to the Development Plan. If an implementing action does not substantially conform, a formal modification to this Development Plan may be required.

The Site Planning and Design Standards set forth minimum requirements that must be adhered to when plotting a home on a residential lot within the JURUPA 67 community. The photographs, illustrated sketches, and other graphic representations provide in the Architectural Design Guidelines and Landscape Design Guidelines are to be used as visual aids in understanding the basic intent of JURUPA 67’s design theme and its key implementing elements. The guidelines are provided as a palette of character, materials, and other defining elements that should be reflected in future design proposals to construct the JURUPA 67 community.

B. PROJECT LOCATION
The JURUPA 67 community is located on 6.92 acres in the City of Jurupa Valley, Riverside County, California. Specifically, JURUPA 67 is located on the west side of Camino Real, bounded by a railroad to the north and the Camino Real Elementary School to the south with existing single- family homes to the west. The location of JURUPA 67 is graphically depicted on Figure I- 1, Vicinity Map.

C. SUMMARY OF PROJECT APPROVALS
Jurupa 67 TTM 38888 Development Plan

Approvals granted by the City of Jurupa Valley to implement the JURUPA 67 project include a Site Development Permit and Tentative Tract Map 38888. TTM 38888 divided the property into 67 – single family residential lots, roadways, a WQMP basin lot, and two landscape lots along Mission Boulevard.

D. COMMUNITY THEME
Historically, Jurupa Valley’s landscape was dotted with ranches, farms and dairies. The field crops and pasture lands introduced lush color and pattern into an otherwise arid inland valley landscape. The community theme for JURUPA 67 draws its inspiration from the rural, agricultural heritage of the Jurupa Valley area. The residential neighborhood for JURUPA 67 has a cohesive blend of architectural styles and housing products that complement surrounding suburban development but also tie back to the rural roots of Jurupa Valley. The landscape concept for Jurupa 67 features a theme that incorporates elements of the area’s historic uses and identity, including informal masses of evergreen and deciduous shade trees, drought tolerant materials, and accent design features such as stone and exposed wood.

Jurupa 67 TTM 38888 Development Plan

Figure I-1, Vicinity Map

JURUPA RD.

CAMINO REAL
MISSIONBLVD.

TYROLITE ST

SOTO AVE
Jurupa 67 TTM 38888 Development Plan

SITE PLANNING AND DESIGN
Quality residential subdivisions function as neighborhoods, encourage social interaction, promote waling and healthful activities, and incorporate best practices in sustainable development planning. This section provides development standards for the planning and design of homes withing the project to accomplish these goals and provide for a visually appealing, pedestrian friendly neighborhood environment which avoids a repetitive, repetitive appearance.

A. DEVELOPMENT STANDARDS
Residential development within the JURUPA 67 community shall comply with the development standards listed below:

Table 1 Residential Development Standards
Minimum Lot Requirements
Lot Area: 2,400 square feet
Lot Width: 23.5 feet
Lot Depth: 74.8 feet
Minimum Building Setback Requirements
Front Elevation 15 feet
Side Elevation: 4 feet
Rear Elevation: 8.4 feet

The Project is utilizing the State Density Bonus Law (SDBL), which qualifies the Project for a density bonus, incentives and concessions, waivers, and parking rations based on the number of affordable units. The Project is utilizing waivers for any development standard that would have the effect of physically precluding the construction of the development at the proposed density.

Absent development standard waivers, the Project could not fit as many residential units on the Property, thereby precluding construction of the proposed housing development project at the permitted density.

B. PLOTTING GUIDELINES
The JURUPA 67 community provides for a range of home sizes, home styles and floor plans.

Figure II-1 Site Plan, shows the overall design of the JURUPA 67 community. The JURUPA 67 community is comprised of a single neighborhood with a minimum lot size of 2,400 sf.

Single family homes within JURUPA 67 shall creatively use varied setbacks, “architecture forward” designs, varied garage treatments, landscaping, and other innovative neighborhood Jurupa 67 TTM 38888 Development Plan

design techniques to create a visually interesting street scene and identifiable neighborhood character. To encourage a diverse and visually interesting street scene, the neighborhood within the JURUPA 67 community shall comply with the following guidelines:

1. A minimum of three (3) architectural elevations and three (3) floor plans are required for the community.

2. The same elevation style shall be plotted next to itself.

3. All setbacks shall meet the minimum requirement listed in Table 1.

Jurupa 67 TTM 38888 Development Plan

Figure II-1, Site Plan

STOP STOP
TURF
TR
T R
TURF
TURF
T
R
T
R
TURF
TURF
STOP
STOP

STOP STOP
JURUPA RD.

CAMINO REAL
MISSIONBLVD.

Jurupa 67 TTM 38888 Development Plan

ARCHITECTURAL DESIGN GUIDELINES
A. ARCHITECTURAL DESIGN
These Architectural Design Guidelines convey the JURUPA 67 community’s architectural design theme. It is not the intent of these Guidelines to mandate that all the identified design components and elements described herein be incorporated into the actual building designs.

Rather, these Guidelines serve as a “palette” of character-defining exterior elements that should be used in home design. It is expected that builders and their architects will prepare architectural building plans that substantially conform to these guidelines, while also applying creativity and innovation in response to housing design trends, homebuyer expectations, and other market conditions.

1. Design Principles
While these Architectural Design Guidelines do not expressly limit architectural styles, the styles employed in JURUPA 67 should be complementary and compatible with the styles described in this document. The defining features of the selected architectural styles must be consistently implemented across the community to visually identify and differentiate each style. These Guidelines allow for both traditional/historical styles and contemporary interpretations of these styles, provided that the style’s defining features can be visually identified, consistently applied, and differentiated from the character defining features of other styles implemented in the community.

The selection of architectural styles should be compatible with the massing of their floor plans; as such, a certain style should not be forced onto every floor plan if it is not compatible. By emphasizing the use of distinct and identifiable styles, these guidelines discourage monotony.

Street scenes shall incorporate multiple architectural styles and should be divers as to form, massing, features, windows, front doors, materials, and colors.

2. Form and Massing
Building mass and scale are two primary design components that affect how a building is perceived. The created use of design articulation of the building’s visible facades, variation of rooflines, balance of roof forms, and changes in vertical and horizontal plans reduces the perceived mass of a building.

3. Roofs
The roofline is a dominant visual element of a home. A roof’s composition should allow for a clean interface with the building and the building façade. A roof’s form and composition should reflect the appropriate roof pitch, characteristics, and materials that are consistent with and Jurupa 67 TTM 38888 Development Plan

true to the selected architectural style and shall also not be overbearing nor give the appearance of being disjointed.

I. Rooflines of adjacent homes should vary to create a variety of silhouettes and ridge heights.

II. Roof pitches and colors should vary from one house to the next, when appropriate for the architectural styles.

III. Roof materials and colors selected for an architectural style must reflect the elements that are typically used in that style.

IV. Roofing Materials shall be non-combustible.

V. Solar panels, if used, should be integrated into the roof design as an unobstructive element.

4. Garage Location and Design
To achieve attractive street scenes throughout the JURUPA 67 community, particular attention must be given to the design and placement of garages.

I. Garage door style, color and design shall reflect the architectural character of the home and shall vary between adjacent homes, when appropriate. Acceptable garage door styles include, but are not limited to raised panel, recessed panel, flush panel in both roll-up and carriage swing door designs.

II. Window may be incorporated into the garage door design. Where provided, garage door window styles shall correspond to the window forms of the house.

III. Architectural features, such as varied rooflines (including height and pitch) and second story setbacks, shall be incorporated into the garage design to reduce building mass and sale and create a visually interesting street scene, when appropriate for the selected architectural style.

IV. Landscaping can be introduced to soften the visual impact of the garage door and accent the garage facade.

5. Windows and Doors
Window and door details are architectural components that carry a strong visual impact through their placement and design.

I. Front door details shall be consistent with the architectural style.

II. Feature window shapes shall be consistent with the architectural style.

III. Accent shutters are not required; however, when used, shutter size shall be proportional to the window and shall reflect the architectural style.

IV. Window trim details used on the front elevation should also be applied to the sides and rear of the house for continuity.

V. Windows and/or doors with silver or gold frames or reflective glass are prohibited.

Jurupa 67 TTM 38888 Development Plan

6. Building Materials and Colors
A complementary mixture of colors, textures, and building materials is encouraged throughout the JURUPA 67 community. Building material and color selection are integral components in the definition of a specific architectural style and provide a varied streetscape design. Material breaks, transitions and termination should produce complementary and clear definition of separation while maintaining a prescribed color and material palette. A variety of exterior accent materials should be used as an integral feature in home construction to convey the selected architectural styles.

I. Color schemes shall be simple, tasteful, and consistent with architectural styles.

II. A scheme of color values on all exterior elements shall be distinct from one house to the next, with deeper tones encouraged to promote variations. This avoids a monotonous appearance of multiple buildings of the same colors and tones.

Site Lighting
Lighting standards throughout JURUPA 67 shall be similar in style, color and materials, embracing a natural and minimal lighting approach.

All outdoor lighting shall incorporate, to the extent feasible and permissible under City standards, measures to aid in reducing light pollution. Such measure include: wattage reduction, directing lighting downward, shielding lights (or using “cut-0ff lights” that only illuminate the side or underside of a fixture, rather than shining skyward) and lowering the height of light poles to reduce the illumination radius.

All outdoor lighting fixtures shall be focused, directed, and arranged to minimize glare and illumination of public streets and adjoining property.

Mechanical Equipment
Mechanical equipment such as air conditioners, heaters, evaporative coolers, and other such devices shall not be mounted on any roof and must be located behind privacy walls or landscaping.

Jurupa 67 TTM 38888 Development Plan

Figure III-1, Floor Plans & Elevations

Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
A0.00 NTS

JURUPA ROAD

JURUPA, CALIFORNIA

DEVELOPER INFORMATION
3090 PULLMAN STREET
COSTA MESA, CA 92626
CONTACT: BRET ILICH
PHONE: (909) 489-2113
EMAIL: [email protected]

CONSULTANT INFORMATION

KTGY ARCHITECTURE & PLANNING
17911 VON KARMAN AVENUE, SUITE 200
IRVINE, CA 92614
CONTACT: ALAN SCALES
PHONE: (949) 221-6256
EMAIL: [email protected]
ARCHITECTURE:

ADKIN ENGINEERS
6879 AIRPORT DR.

RIVERSIDE, CA 92504
CONTACT: MITCH ADKISON
PHONE: (951) 688-0241
EMAIL: [email protected]
CIVIL:

SHEET INDEX - ARCHITECTURE

BMLA LANDSCAPE ARCHITECTURE
310 NORTH JOY STREET
CORONA, CA 92879
CONTACT: JEFF TROJANOWSKI
PHONE: (951) 737-1124 x. 128
EMAIL: [email protected]
LANDSCAPE:

T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-6"

FINISH GRADE
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023PLAN 1 'A' CALIFORNIA BUNGALOW ELEVATIONSA1.10 0 2 48

FRONT LEFT

REAR RIGHT
5 87
2 161 410 69
11 12
14 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
PLAN 1 'B' AMERICAN FARMHOUSE
ELEVATIONSA1.20 0 2 48
5 8
2 171 4 10 6
11 12 1314 9
7 18
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-6"

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 8
21 4109
11 6
7 0 2 48
15 12
PLAN 1 'C' CALIFORNIA RANCH

ELEVATIONS
16 50'-0"
25'-0"
A/C
ENTRY
GARAGE
20'-2" x 19'-11"
LIVING
11'-6" x 17'-11"
DINING
12'-11" x 8'-7"
PDR.

DW
STOVE
REF

KITCHEN
12'-11" x 9'-9"
SINK
COAT
R
T
O
PORCH
PANTRY
UP
17R
DN
17R
25'-0"

PRIMARY SUITE
13'-11" x 14'-5"SUITE BATH
W.I.C.

LAUNDRY
7'-10" x 5'-8"
BED 3
10'-2" x 10'-0"
BED 2
11'-8" x 11'-4"
LINEN
BATH 2
LOFT
10'-2" x 10'-0"
46'-0"

GROSS SF
1ST FLOOR702 SQ. FT.
2ND FLOOR1032 SQ. FT.

TOTAL LIVING1735 SQ. FT.

GARAGE435 SQ. FT.

PORCH/PATIO53 SQ. FT.

A1.40
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
0 2 48
3 BEDS + LOFT (OPT. 4BD) / 2.5 BATH

FIRST FLOOR SECOND FLOOR
PLAN 1 UNIT PLAN

CALIFORNIA BUNGALOW 'A'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 0" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

AMERICAN FARMHOUSE 'B'
PITCH:4:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

CALIFORNIA RANCH 'C'
PITCH:4:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS
RIDGE
RIDGE
3:12
4:12
4:12
4:12
HIP
HIP
HIP
HIP
VALLEY
4:12
4:12
D.S.

D.S. D.S.

D.S.

RIDGE
RIDGE
3:12
4:12
4:12
4:12
D.S.

D.S.

RIDGE
4:12
VALLEY
RIDGE
4:12
3:12
2'-0"
4:12
VALLEY
D.S. D.S.

D.S.

A1.50
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
0 2 48
PLAN 1 ROOF PLANS
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±26'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±26'-6"

FINISH GRADE
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

PLATE
FF
FF
9'-1" 9'-1"
±26'-0"

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 87
2 161 410 9
11 12
PLAN 2 'A' CALIFORNIA BUNGALOW
ELEVATIONSA2.10 0 2 48
6 13 14
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'B' LEGEND (AMERICAN FARMHOUSE
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Light & Address
Metal Sectional Garage Door
Stucco o/ Foam Surround
Decorative Stucco Vents
Stucco Arched Soffit
Stucco Head & Sill Trim
Wood Barge Board
Wood Eave Board
Stucco o/ Foam Trim Band
Decorative Shelf
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
17 18
A2.20
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 8
61 1710
11 1213 149
7 15
0 2 48
4 2
PLAN 2 'B' AMERICAN FARMHOUSE

ELEVATIONS
18 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±26'-6"

FINISH GRADE
'C' LEGEND (CALIFORNIA RANCH)
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Lights
Metal Sectional Garage Door
Stucco Head & Sill Trim
Decorative Stucco Vents
Stucco Column
Stucco o/ Foam Trim Band
Stucco o/ Foam Bay Window
Stucco o/ Foam Corbel
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
PLAN 2 'C' CALIFORNIA RANCH
ELEVATIONSA2.30
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
5 8
61 4 10 9
11 6
7 15
0 2 48
2 12 16
UP
17R
50'-0"
25'-6"
A/C
ENTRY
GARAGE
20'-6" x 20'-2"
DINING
12'-3" x 14'-1"
PDR.

DW
STOVE
REF

KITCHEN
14'-8" x 9'-2"
SINK
PORCH
COAT
R
T
O
PANTRY
LIVING
12'-8" x 14'-1"
DN
17R
52'-6"
25'-6"

PRIMARY SUITE
14'-5" x 14'-0"
SUITE
BATH
W.I.C.

BATH 2
BED 3
10'-3" x 10'-2"
BED 2
10'-6" x 10'-8"
LOFT
10'-6" x 13'-6"

LAUNDRY
6'-7" x 7'-4"
LIN.BED 4
10'-6" x 10'-8"

GROSS SF
1ST FLOOR794 SQ. FT.
2ND FLOOR1233 SQ. FT.

TOTAL LIVING2028 SQ. FT.

GARAGE440 SQ. FT.

PORCH/PATIO58 SQ. FT.

A2.40
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FIRST FLOOR
0 2 48
4 BEDS + LOFT / 2.5 BATH

SECOND FLOOR
PLAN 2 UNIT PLAN

CALIFORNIA BUNGALOW 'A'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 0" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

AMERICAN FARMHOUSE 'B'
PITCH:4:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

CALIFORNIA RANCH 'C'
PITCH:3:12 UNO
EAVE:12" UNO
RAKE:3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS
RIDGE
VALLEY
RIDGE

RIDGE VALLEY
4:12
4:12
4:12
4:12
4:12
4:124:12
2'-0"
2'-0"
D.S.

D.S.

HIP
RIDGE
4:12
HIPHIP
VALLEY
HIP
RIDGE
4:12
4:12
4:12
4:12 4:12
D.S.

D.S.

RIDGE
3:12VALLEY
RIDGE
3:12
3:12 3:12
3'-0"
3:12
D.S.

D.S.

A2.50
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
0 2 48
PLAN 2 ROOF PLANS
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±28'-6"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

PLATE
FF
FF
9'-1" 9'-1"
±28'-6"

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
87 2 161 410 912
A3.10 0 2 48
5 6
11 PLAN 3 'A' CALIFORNIA BUNGALOW

ELEVATIONS
14 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'B' LEGEND (AMERICAN FARMHOUSE
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Light & Address
Metal Sectional Garage Door
Stucco o/ Foam Surround
Decorative Stucco Vents
Stucco Arched Soffit
Stucco Head & Sill Trim
Wood Barge Board
Wood Eave Board
Stucco o/ Foam Trim Band
Decorative Shelf
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
17 18
A3.20
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
8 21 17101213149
7 17
57 0 2 48
4 6
PLAN 3 'B' AMERICAN FARMHOUSE

ELEVATIONS
18 T.O.

PLATE
FF
FF
9'-1" 9'-1"
±25'-0"

FINISH GRADE
'C' LEGEND (CALIFORNIA RANCH)
Stucco, 16/20
Flat Concrete Tile Roof
Stucco Recess
Vinyl Windows
Fiberglass Entry Doors
Decorative Shutters (Stucco o/ Foam)
Decorative Exterior Lights
Metal Sectional Garage Door
Stucco Head & Sill Trim
Decorative Stucco Vents
Stucco Column
Stucco o/ Foam Trim Band
Stucco o/ Foam Bay Window
Stucco o/ Foam Corbel
Decorative Muntins
Downspout
1 2
3 4
6 7
8 9
10 11
12 13
5 14
15 16
A3.30
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023

FRONT LEFT

REAR RIGHT
8 1 41096
7 2
5 15
0 2 48
117 14
PLAN 3 'C' CALIFORNIA RANCH

ELEVATIONS
16 UP
17R
ENTRY
GARAGE
20'-11" x 20'-4"
LIVING
13'-7" x 17'-7"
DINING
12'-5" x 7'-0"
PDR.

DW
STOVE
REF

KITCHEN
12'-4" x 10'-9"
SINK
26'-6"
50'-2"
A/C
PANTRY
R
T
O
COAT
FLEX / OFFICE / OPT. BED 5
12'-11" x 10'-7"
DN
17R

PRIMARY SUITE
14'-0" x 16'-0"
SUITE
BATH
W.I.C.

BATH 2
26'-6"
50'-2"
BED 3
11'-7" x 10'-2"

LAUNDRY
8'-11" x 6'-3"
LINEN
LOFT / OPT. BED 4
10'-5" x 14'-5"
BED 2
11'-7" x 10'-6"
LOFT

GROSS SF
1ST FLOOR796 SQ. FT.
2ND FLOOR1242 SQ. FT.

TOTAL LIVING2039 SQ. FT.

GARAGE495 SQ. FT.

PORCH/PATIO##########
UP
17R
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date:05.30.2023
1st Submittal Date:12.18.2023
2nd Submittal Date:05.30.2023
A3.40 0 2 48

FIRST FLOOR SECOND FLOOR
5 BEDS + LOFT/ 3 BATH
PLAN 3 UNIT PLAN
4 BEDS + LOFT + FLEX/ 2.5 BATH
3 BEDS + LOFTS + FLEX/ 2.5 BATH
OPT. BED 5 / BATH 3

CALIFORNIA BUNGALOW 'A'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 0" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

AMERICAN FARMHOUSE 'B'
PITCH: 4:12 UNO
EAVE: 12" UNO
RAKE: 3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS

CALIFORNIA RANCH 'C'
PITCH: 3:12 UNO
EAVE: 12" UNO
RAKE: 3" UNO

NO ROOF MOUNTED EQUIPMENT EXCEPT SOLAR PANELS
RIDGE
2'-0"
4:12
4:12
RIDGE
4:12
4:12
VALLEY
VALLEY
D.S.

D.S. D.S.

RIDGE
4:12
4:12
VALLEY
HIP
4:12
HIP
RIDGE
4:12
4:12
4:12
RIDGE
4:12
HIP
HIP

VALLEYVALLEY
D.S.

D.S.

D.S. D.S.

D.S.
3:12
RIDGE
RIDGE
3:12
3:12
D.S.D.S.

D.S.

A3.50
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date: 12.12.2023
1st Submittal Date: 12.18.2023
COVER
A0.00NTS

05.30.2024

COLOR BOARDCOLOR SCHEMES INDICATE TYPICAL COLOR AND MATERIAL APPLICATION

ALL PAINT TO BE SHERWIN WILLIAMS OR EQUAL

ALL METALSALL METALSALL METALS
COLOR SCHEME 1

CALIFORNIA BUNGALOW
SW7030 ANEW GRAY
SW6202 CAST IRON
SW6202 CAST IRON
THERMA-TRU SMOOTH STAR S205
SW7505 MANOR HOUSE

WESTLAKE ROYAL ROOFING SOLUTIONS

BARCELONA - SANTA CATARINA BLEND
(1BCCS6036)
STUCCO BODY | FOAM TRIM

SHUTTERS

ENTRY DOOR GARAGE DOOR

S-TILE ROOFING
SW7505 MANOR HOUSE
FASCIA
COLOR SCHEME 2

CALIFORNIA BUNGALOW
SW6154 NACRE
SW7705 WHEAT PENNY

SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SW7705 WHEAT PENNY
THERMA-TRU SMOOTH STAR S205
SW6152 SUPERIOR BRONZE

WESTLAKE ROYAL ROOFING SOLUTIONS
BARCELONA - VERONA CLAY (1BCCS7330)
STUCCO BODY | FOAM TRIM

SHUTTERS

GUTTER GUTTER GUTTER

ENTRY DOOR GARAGE DOOR

S-TILE ROOFING
SW6152 SUPERIOR BRONZE
FASCIA
SW6141 SOFTER TAN
SW6223 STILL WATER
SW6223 STILL WATER
THERMA-TRU SMOOTH STAR S205
SW7520 PLANTATION BROWN

WESTLAKE ROYAL ROOFING SOLUTIONS
BARCELONA - CHARLESTON (1BCCS6070)
STUCCO BODY | FOAM TRIM

SHUTTERS

ENTRY DOOR GARAGE DOOR

S-TILE ROOFING
SW7520 PLANTATION BROWN
TRIMS|FASCIA
COLOR SCHEME 3

CALIFORNIA BUNGALOW

Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date: 12.12.2023
1st Submittal Date: 12.18.2023
COVER
A0.00NTS

05.30.2024

COLOR BOARDCOLOR SCHEMES INDICATE TYPICAL COLOR AND MATERIAL APPLICATION

ALL PAINT TO BE SHERWIN WILLIAMS OR EQUAL

ALL ROOFING TO BE EAGLE ROOFING OR EQUAL
(DUE TO VARIATIONS IN COLOR PRINTERS, SEE PAINT CHIPS FOR ACTUAL COLORS) C.20AMERICAN FARMHOUSE
COLOR SCHEME 4

AMERICAN FARMHOUSE
SW9162 AFRICAN GRAY
SW6103 TEA CHEST
SW6103 TEA CHEST
THERMA-TRU SMOOTH STAR S600
SW7009 PEARLY WHITE

STUCCO BODY
SHUTTERS | GABLE END

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7009 PEARLY WHITE
TRIMS|FASCIA
COLOR SCHEME 5

AMERICAN FARMHOUSE
SW7067 CITYSCAPE
SW7069 IRON ORE
SW7069 IRON ORE
THERMA-TRU SMOOTH STAR S600
SW7069 IRON ORE

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - CHARCOAL BLEND

STUCCO BODY
SHUTTERS | GABLE END

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7014 EIDER WHITE
TRIMS|FASCIA
SW7008 ALABASTER
SW7048 URBANE BRONZE
SW6384 CUT THE MUSTARD
THERMA-TRU SMOOTH STAR S600
SW7048 URBANE BRONZE

STUCCO BODY
SHUTTERS | GABLE END

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7008 ALABASTER
TRIMS|FASCIA
COLOR SCHEME 6

AMERICAN FARMHOUSE
SW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACK

ALL METALSALL METALSALL METALS

SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN

GUTTER GUTTER GUTTER

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - COBBLESTONE

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - CHARCOAL BLEND
Architecture + Planning
17911 Von Karman Ave,
Suite 200
Irvine, CA 92614
949.851.2133
ktgy.com
#

JURUPA ROAD
JURUPA, CA 2023-0375
Plot Date: 12.12.2023
1st Submittal Date: 12.18.2023
COVER
A0.00NTS

05.30.2024

COLOR BOARDCOLOR SCHEMES INDICATE TYPICAL COLOR AND MATERIAL APPLICATION

ALL PAINT TO BE SHERWIN WILLIAMS OR EQUAL

ALL ROOFING TO BE EAGLE ROOFING OR EQUAL
(DUE TO VARIATIONS IN COLOR PRINTERS, SEE PAINT CHIPS FOR ACTUAL COLORS) C.30CALIFORNIA RANCH
COLOR SCHEME 7

CALIFORNIA RANCH
SW7011 NATURAL CHOICE
SW7675 SEALSKIN
SW7675 SEALSKIN
THERMA-TRU SMOOTH STAR S93
SW9172 STUDIO CLAY

STUCCO BODY

SHUTTERS

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW9172 STUDIO CLAY
TRIMS|FASCIA
COLOR SCHEME 8

CALIFORNIA RANCH
SW7548 PORTICO
SW7749 LAUREL WOODS
SW7749 LAUREL WOODS
THERMA-TRU SMOOTH STAR S93
SW9183 DARK CLOVE

STUCCO BODY

SHUTTERS

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW9183 DARK CLOVE
TRIMS|FASCIA
SW9173 SHIITAKE
SW7674 PEPPERCORN
SW7674 PEPPERCORN
THERMA-TRU SMOOTH STAR S93
SW7039 VIRTUAL TAUPE

STUCCO BODY

SHUTTERS

ENTRY DOOR GARAGE DOOR

CONCRETE FLAT TILE ROOF
SW7039 VIRTUAL TAUPE
TRIMS|FASCIA
COLOR SCHEME 9

CALIFORNIA RANCH
SW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACKSW 6988 BOHEMIAN BLACK

ALL METALSALL METALSALL METALS

SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN SERVICE PARTNERS - HARVEST BROWN

GUTTER GUTTER GUTTER

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - BUCKSKIN

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - TAHOE BLEND

WESTLAKE ROYAL ROOFING SOLUTIONS
DURALITE 600 SLATE - BUCKSKIN
Jurupa 67 TTM 38888 Development Plan

LANDSCAPE DESIGN GUIDELINES
These Landscape Design Guidelines articulate the various landscape design components of JURUPA 67’s thematic identity. The community’s landscape theme draws from the rural, agricultural heritage of the Jurupa Valley area.

As demonstrated by Figure IV-1, Conceptual Landscape Plan, the landscape concept is intended to create a sense of community identity that links together JURUPA 67’s residential land uses.

Furthermore, the recommended plant palette is designed to reinforce and emphasize the community’s landscape theme at major focal points.

Although a great deal of specific design information is provided in these Landscape Design Guidelines, these Guidelines are not intended to establish a set of rigid landscaping requirements for the JURUPA 67 community. Instead, these Guidelines provide landscape principals and standards to ensure that plant materials, streetscapes community wall and fences are compatible with the community’s design theme. These Guidelines are intended to be a living document and, as such, are subject to modification over time to allow for creative and innovative responses to unanticipated conditions, such as changes in housing design trends or community desires.

A. PLANT PALETTE
The plant palette for JURUPA 67 complements and enhances the community’s setting, while also reducing irrigation needs and conserving water resources. The plant palette includes colorful plant materials along with trees appropriate for the property’s climatic conditions. The plant palette also emphasizes other design elements in the community, such as the recommend architectural styles, monumentation sign, walls and fences, etc. Many of the plant materials are water efficient species native to Southern California or naturalized to the arid Southern California climate.

The plant palette provides a list of the plant materials approved for use in the JURUPA 67’s community. The plans listed in the plant palette provide a base palette for the community’s landscape design. Other similar plant materials may be substituted provided the selected plant materials are water-efficient and complement the JUURPA 67 community theme. Plant selection for specific areas of the community shall have similar watering requirements so that the irrigation systems can be designed to minimize water us and plant materials can thrive under optimal conditions.

WALLS AND FENCES
The conceptual Wall and Fence Plan for the JURUPA 67 community is illustrated on Figure IV-1.

As shown, a variety of walls and fences are provided throughout the community to minimize roadway noise, increase privacy within each residential lot, and increase safety along Camino Jurupa 67 TTM 38888 Development Plan

Real and the railroad. Community walls and fences are designed as an integral component and extension for the building designed and surrounding landscape. Gates should be complementary in style and color to its fence or wall.

Masonry Block Wall. Masonry block walls are located between roadways and the rear and side yards of residential lots to maximize privacy and provide noise attenuation. The masonry block wall shall be up to six feet (6’) tall (from the resident’s yard finish grade elevation).

Privacy fences are provided in the side yards of residential lots and the rear yards of residential lots that do not have masonry walls. These privacy fences are vinyl. A minimum of five feet (5’) tall and up to six feet (6’) tall.

Jurupa 67 TTM 38888 Development Plan

Figure IV-1, Conceptual Landscape Plan

ATTACHMENT NO. 4
MA21143 Mitigated Monitoring and Reporting Program (MMRP)

Page M-1

MITIGATION MONITORING REPORTING PROGRAM

Red text is text added and Red Text Strike-thru is text removed as a result of MA23357 Amendment to TTM 38151, and Addendum No. 1 to the Adopted Mitigated Negative Declaration (MA21143).

PROJECT NAME: MA 21143 Madone Collections Residential Project (Tentative Tract Map No. 38151) MA 23357 Amendment to TTM 38151 Addendum No. 1 to the Adopted Mitigated Negative Declaration (MA21143)

DATE: September 08, 2022, July 31, 2024

PROJECT MANAGER: Thomas Gorham, Principal Planner Miguel Del Rio, Senior Planner

PROJECT DESCRIPTION: The Project proposes a General Plan Amendment to change the land use designation from LDR (Country Neighborhood) to MDR (Medium Density Residential), a change of zone (CZ) from A-1 (Light Agriculture) to R-4 (Planned Development) and a tentative tract map to subdivide 6.92 acres into 35 lots for single -family detached houses. The Project will include recreational area park, dog park, walking trails, exercise stations, tot lot, Gazebo and BBQ areas, and sitting areas. The R-4 zone allows for lot sizes of a minimum overall site area of 6,000 square- feet for each dwelling unit and a minimum lot area of 3,500 square-feet.

The Modified Project proposes modifications to the approved TTM and increase the number of lots to 67 lots for single -family detached houses. The Project is requesting the density increase per the State Density Bonus Law which would provide for a density b onus of 20 percent. 1 The Project’s density of 67 residential units represents a density bonus of 16 percent. The approved GPA and CZ will not be changed by the modified Project.

The proposed Project will include recreational area park, dog park, tot lot, Gazebo and BBQ areas, and sitting areas. The proposed Project lot sizes of a minimum overall site area of 2,498 square - feet and a maximum of 5,044 square-feet with an average of 2,974.6 square-feet.

PROJECT LOCATION: The Project is located on the south of Jurupa Road, east of Kirby Street, west of Camino Real and north Camino Real Elementary School. Assessor’s Parcel No. 183-030-014.

1 State Density Bonus Law Request Letter for 7586 Jurupa Road Project dated June 30, 2023, included as Appendix A.

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Throughout this Mitigation Monitoring and Reporting Program , reference is made to the following:

• Plans, Policies, or Programs (PPP) − These include existing regulatory requirements such as plans, policies, or programs applied to the Project based on the basis of federal, state, or local law currently in place which effectively reduce environmental impacts. • Mitigation Measures (MM) − These measures include requirements that are imposed where the impact analysis determines that implementation of the proposed Project would result in significant impacts; mitigation measures are proposed in accordance with the requirements of CEQA.

Any applicable Plans, Policies, or Programs (PPP) were assumed and accounted for in the assessment of impacts for each issue area. Mitigation Measures were formulated only for those issue areas where the results of the impact analysis identified significant impacts. All three types of measures described above will be required to be implemented as part of the Project.

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:

AESTHETICS
PPP 4.1 -1 As required by Jurupa Valley Municipal
Code section 9.100.050, development plan (called
R-4 Development Plan) that includes, but is not
limited to, development standards for structures,
pedestrian walks, recreation and other open areas,
walls, landscaping, and plans and elevations of
typical structures to indicate architectural type and
construction standards.

Planning
Department
Prior to the
issuance of building
permits

PPP 4.1 -2 As required by Jurupa Valley Municipal
Code section 7.50.010, all utilities serving and
within the Project site shall be placed underground
unless exempted by this section.

Planning
Department
Prior to the
issuance of
occupancy permits

PPP 4.1-3 All outdoor lighting shall be designed and
installed to comply with California Green Building
Standard Code Section 5.106 or with a local
ordinance lawfully enacted pursuant to California
Green Building Standard Code Section 101.7,
whichever is more stringent.

Planning
Department
Prior to the
issuance of building
permits

AIR QUALITY
PPP 4.3-1 The Project is required to comply with the
provisions of South Coast Air Quality Management
District Rule 403, “Fugitive Dust.” Rule 403 requires
implementation of best available dust control
measures during construction activities that
generate fugitive dust, such as earth moving and
stockpiling activities, grading, and equipment travel
on unpaved roads.

Public Works and
Engineering
Department
During grading
PPP 4.3-2 The Project is required to comply with the
provisions of South Coast Air Quality Management
District Rule 1186 “PM10 Emissions from Paved and
Unpaved Roads and Livestock Operations” and Rule
1186.1, “Less‐Polluting Street Sweepers.”
Adherence to Rules 118 6 and 1186.1 reduces the
release of criteria pollutant emissions into the
atmosphere during construction.

Building & Safety
Department
During construction
PPP 4.3-3 The Project is required to comply with the
provisions of South Coast Air Quality Management
District Rule 402 “ Nuisance.” Adherence to Rule
402 reduces the release of odorous emissions into
the atmosphere.

Building & Safety
Department
Engineering
Department
Planning
Department
During construction
and on-going

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:

PPP 4.3-4 The Project is required to comply with the
provisions of South Coast Air Quality Management
District Rule 402 “ Nuisance.” Adherence to Rule
402 reduces the release of odorous emissions into
the atmosphere.

Planning
Department
On-going

BIOLOGICAL RESOURCES
PPP 4.4-1 The Project is required to pay mitigation
fees pursuant to the Western Riverside County
Multiple Species Habitat Conservation Plan
(MHSCP) as required by Municipal Code Chapter

3.80. Planning
Department
Prior to the
issuance of a
grading permit

MM- BIO-1: Pre -Construction Burrowing Owl
Survey / Burrowing Owl Protection . A 30-day pre-
construction survey for burrowing owls is required
prior to future ground -disturbing activities (e.g.,
vegetation clearing, clearing and grubbing, tree
removal, site watering, equipment staging, etc.) to
ensure that no owls have colonized the site in the
days or weeks preceding the ground -disturbing
activities. If burrowing owls have colonized the
project site prior to the initiation of ground -
disturbing activities, the pr oject proponent will
immediately inform the RCA and the Wildlife
Agencies and will need to coordinate in the future
with the RCA and the Wildlife Agencies, including
the possibility of preparing a Burrowing Owl
Protection and Relocation Plan, prior to init iating
ground disturbance. If ground -disturbing activities
occur, but the site is left undisturbed for more than
30 days, a pre -construction survey will again be
necessary to ensure that burrowing owl have not
colonized the site since it was last disturbed . If
burrowing owls are found, the same coordination
described in MM-BIO-1 will be necessary.

Planning
Department
Prior to the
issuance of a
grading permit

MM- BIO-2: Nesting Bird Protection. As feasible,
vegetation clearing should be conducted outside of
the nesting season, which is generally identified as
February 1 through August 31. If avoidance of the
nesting season is not feasible, then a qualified
biologist shall conduct a nesting bird survey within
three days prior to any disturbance of t he site,
including disking, vegetation grubbing, and grading.

If active nests are identified, the biologist shall
establish suitable buffers around the nests, and the
buffer areas shall be avoided until the nests are no
longer occupied and the juvenile bir ds can survive
independently from the nests.

Planning
Department
Prior to the
issuance of a
grading permit

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:

COS 1.2 Protection of Significant Trees. Protect and
preserve significant trees, as determined by the City
Council upon the recommendation of the Planning
Commission. Significant trees are those trees that
make substantial contributions to natural habitat or
to the urban landscape due to their s pecies, size, or
rarity. In particular, California native trees should be protected. mature native and non-native trees, and
other features of ecological, aesthetic, and
conservation value.

• Open Space Policy 9.3 - Maintain and
conserve superior examples of native
trees, natural vegetation, stands of
established trees, and other features for
ecosystem, aesthetic, and water
conservation purposes.
• Open Space Policy 9.4 - Conserve the oak
tree resources within in the County (i.e.

City).

These policies are meant to preserve the, continued
viability of habitat communities within the City. The
single coast live oak ( Quercus agrifolia) tree onsite
is a California native tree species endemic to
Southern California.

The County of Riverside has published Oak Tree
Management Guidelines, March 2, 1993 which the
City has adopted upon incorporation and apply to
oak woodlands. Although the tree is not considered
an oak woodland, the guidance provided in the
Guidelines can be used as a basis for mitigating
impacts to the tree even though it is not considered
oak woodlands because impacts to individual trees
are discussed in the Guidelines.

Planning
Department
Prior to the
issuance of a tree
removal or grading
permit

MM-BIO-3.Dedication of Open Space Lot and Tree
Maintenance. If the tree is to be preserved, prior to
the recordation of the Final Map, a lettered or
numbered lot shall be provided for the tree to be
preserved. This lot shall be dedicated to the City in
order to allow for continued maintenance of the
tree(s) the City or approved maintenance entity as
follows:
• Construction of a wrought iron fence is
necessary positioned just outside of the
dripline around the tree to reduce the risk
of injury in the event of failure.

Planning
Department
Prior to the
issuance of a tree
removal or grading
permit

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:
• Landscape design must integrate the
existing oak tree on site in a way that
diverts excess water runoff or irrigation
from accumulating and pooling within the
tree's dripline. This final design must be
reviewed by a certified landscape architect
and approved by the Planning Manager.
• Strategic crown thinning to reduce loading
on the stem. Heavier pruning of coast live
oaks should occur during July -August and
not more than 25% of the crown can be
removed during any single year. All
pruning should be performed or directed
by an Internati onal Society of
Arboriculture (ISA) Certified Arborist or
Tree Worker in accordance with the Best
Management Practices for Pruning by the
International Society of Arboriculture,
2002 and adhere to the most recent
editions of the American National
Standards Institute (ANSI) for Tree Care
Operations Z133.1 and Pruning A300. Any
oak tree maintenance activity onsite
should be done at the direction of an ISA
Certified Arborist or American Society of
Consulting Arborists (ASCA) Registered
Consulting Arborist.
• Oak tree pruning must be kept to a
minimum (except initially as described in
Item 4 above); it typically involves
removing dead or diseased wood,
hazardous branches, or limb structures
and providing clearance.
• Pruning should be done early during
branch development to avoid cuts greater
than 4 inches in diameter. The smaller
wound size will reduce the chance of
infection.
• Excessive and injurious pruning is defined
as the removal of more than 25 percent of
the functioning leaf, stem, or root system
of a tree in any 24-month period.
• Disinfected pruning tools must be used at
all times and in between trees to reduce

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:
the spread of sudden oak death and other
contagious diseases.
• Annual surveys by a certified arborist are
recommended once the development is
completed.

MM-BIO-4. Oak Tree Replacement: Prior to the
issuance of any tree removal or the issuance of a
grading permit, the oak tree shall be replaced as
follows:
• Coast Live Oak Tree: Replacement by
five, 15-gallon trees (5:1 ratio) of the
same species at the discretion of the
City's Planning Manager.

Planning
Department
Prior to the
issuance of a tree
removal or grading
permit

CULTURAL RESOURCES
PPP 4.5-1 The project is required to comply with the
applicable provisions of California Health and Safety
Code §7050.5 as well as Public Resources Code
§5097 et. seq.

Public Works and
Engineering
Department
Prior to the issuance
of grading permits
and during
construction

MM- CR-1: Archaeological Monitoring. Prior to
issuance of grading permits, the Permit Applicant
shall provide evidence to the City of Jurupa Valley
Community Development Department that a
qualified professional archaeologist (Professional
Archaeologist) that is listed on the City of Jurupa
Valley Cultural Resources Consultant List or the
Cultural Resource Consultant List maintained by the
County of Riverside Planning Department, has been
contracted to implement Archaeological Monitoring
for the area of impact for the Project. Monitoring
shall be conducted in coordination with the
Consulting Tribe(s), defined as a Tribe that initiated
the tribal consultation process for the Project as
provided for in Public Resources Code §21080.3.1(b)
(“AB52”) and has not opted out of the AB 52
consultation process, and has completed AB 52
consultation with the City. Monitoring shall address
the details of all ground -disturbing activities and
provides procedures that must be followed to avoid
or reduce potential impacts on cultural,
archaeological, and tribal cultural resources to a
level that is less than significant.

A fully executed copy of the Archaeological
Monitoring Agreement shall be provided to the City
of Jurupa Valley Planning Department to ensure
Planning
Department
Prior to the issuance
of a grading permit,
additionally, the
complete text of
MM CR -1 shall be
placed on the
grading plan.

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:
compliance with this measure. If the resource is
significant, Mitigation Measure CR‐2 shall apply.

MM- CR-2: Archaeological Inadvertent Discovery .

The Project Archaeologist shall prepare and
implement a treatment plan to protect the
identified archaeological resource(s) from damage
and destruction. The treatment plan shall be per
CEQA Guidelines Section 15064.5(f) for historical
resources and Public Resources Code § 21083.2(b)
for unique archaeological resources. Preservation
in place (i.e., avoidance) is the preferred manner of
treatment. If preservation in place is not feasible,
treatment may include implementing
archaeological data recovery excavations to
remove the resource and subsequent laboratory
processing and analysis. If historic Native American
tribal cultural resources are involved, the
Treatment Plan shall be coordinated wit h the
Consulting Native American Tribe(s) as described in
Mitigation Measure TCR -1 through TCR -3 of the
Initial Study/Mitigated Negative Declaration for
MA21143 and Addendum #1 to the MND MA23357.

Public Works and
Engineering
Department
Planning
Department
Prior to the issuance
of a grading permit,
the complete text of
MM CR -2 shall be
placed on the
grading plan.

MM- CR-3: Final Report : A final report containing
the significance and treatment findings shall be
prepared by the Project Archaeologist and
submitted to the City of Jurupa Valley Community
Development Department and the Eastern
Information Center, University of California,
Riverside. If a historic tribal cultural resource is
involved, a copy shall be provided to the Consulting
Native American Tribe(s) as described in Mitigation
Measure TCR -1 through 3 of the Initial
Study/Mitigated Negative Declaration for MA21143
and Addendum #1 to the MND MA23357.

Public Works and
Engineering
Department
Planning
Department
Prior to the issuance
of a grading permit,
the complete text of
MM CR -3 shall be
placed on the
grading plan.

GEOLOGY AND SOILS
PPP 4.7 -1 As required by Municipal Code Section

8.05.010, the Project is required to comply with the
most recent edition of the California Building Code
to preclude significant adverse effects associated
with seismic hazards.

Building & Safety
Department
Prior to the
issuance of building
permits

PPP’s 4.10 -1 through PPP 4.10 -3 in Section 4.10,
Hydrology and Water Quality shall apply.

Engineering
Department
Prior to the
issuance of a
grading permit and
during operation

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:

MM-GEO-1: Paleontological Monitoring.

Prior to the issuance of grading permits, a qualified
Paleontologist shall be retained to conduct
monitoring as necessary during ground -disturbing
activities such as vegetation removal, grading, and
other excavations related to the project. The
Paleontologist shall be present at the pre -grade
conference and shall establish a schedule for
paleontological resource surveillance based on the
nature of planned activities. The Paleontologist
shall establish, in cooperation with the lead agency,
procedures for tem porarily halting or redirecting
work, if any is ongoing, to permit the sampling,
identification, and evaluation of cultural resources
as appropriate. If the paleontological resources are
found to be significant, the Paleontologist/Monitor
shall determine appropriate actions, in cooperation
with the lead agency, for exploration and/or
salvage. Significant sites that cannot be avoided will
require data recovery measures and shall be
completed upon approval of a Data Recovery Plan.

Panning
Department
Prior to the issuance
of a grading permit,
the complete text of
MM GEO -1 shall be
placed on the
grading plan.

MM-GEO-2: Paleontological Treatment Plan Prior
to the issuance of grading permits, a qualified
paleontologist shall be retained to observe ground-
disturbing activities and recover fossil resources as
necessary when construction activities will impact
the older Quaternary Alluvium. The Paleontolo gist
will attend the pre -grade conference and establish
procedures and protocols for paleontological
monitoring and to temporarily halt ground -
disturbing activities to permit sampling, evaluation,
and recovery of any discovery. Substantial
excavations belo w the uppermost layers (more
than 3 feet below surface) should be monitored.

Sediment samples should be recovered to
determine the small-fossil potential of the site. If a
discovery is determined to be significant, additional
excavations and salvage of the fossil may be
necessary to ensure that any impacts to it are
mitigated to a less than significant level.

Public Works and
Engineering
Department
Planning
Department
Prior to the issuance
of a grading permit,
the complete text of
MM GEO -2 shall be
placed on the
grading plan.

GREENHOUSE GAS EMISSIONS
PPP 4.8-1 Prior to issuance of a building permit, the
Project Applicant shall submit plans showing that
the Project will be constructed in compliance with
the most recently adopted edition of the applicable
California Energy Code, (Part 6 of Title 24 of the
California Code of Regulations) and the California
Building & Safety
Department
Prior to the
issuance of building
permits

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MITIGATION MEASURE (MM)

PLANS, POLICIES, OR PROGRAMS (PPP)

RESPONSIBILITY
FOR

IMPLEMENTATION
TIME

FRAME/MILESTONE

VERIFIED
BY:

Green Building Standards Code, 2019 Edition (Part
11 of Title 24 of the California Code of
Regulations).

PPP 4.8 -2 As required by Municipal Code Section

9.283.010, Water Efficient Landscape Design
Requirements, prior to the approval of landscaping
plans, the Project proponent shall prepare and
submit landscape plans that demonstrate
compliance with this section.

Building & Safety
Department
Prior to the
issuance of building
permits

HYDROLOGY AND WATER QUALITY
PPP 4.10 -1 As required by Municipal Code Chapter

6.05.050, Storm Water/Urban Runoff Management and
Discharge Controls, Section B (1), any person performing construction work in the city shall comply with the
provisions of this chapter, and shall control storm water runoff so as to prevent any likelihood of adversely
affecting human health or the environment. The City
Engineer shall ident ify the BMPs that may be
implemented to prevent such deterioration and shall
identify the manner of implementation. Documentation
on the effectiveness of BMPs implemented to reduce
the discharge of pollutants to the MS4 shall be required when requested by the City Engineer.

Public Works and
Engineering
Department
Prior to the
issuance of
grading permits

PPP 4.10 -2 As required by Municipal Code Chapter

6.05.050, Storm Water/Urban Runoff Management and
Discharge Controls, Section B (2), any person performing construction work in the city shall be regulated by the State Water Resources Control Board in a manner
pursuant to and consistent with applicable
requirements contained in the General Permit No.

CAS000002, State Water Resources Control Board Order
Number 2009-0009-DWQ. The city may notify the State
Board of any person performing construction work that
has a non -compliant construction site per the General
Permit.

Public Works and
Engineering
Department
Prior to the
issuance of
grading permits
and during
construction

PPP 4.10 -3 As required by Municipal Code Chapter

6.05.050, Storm Water/Urban Runoff Management and
Discharge Controls , Section C , n ew development, or
redevelopment projects shall control storm water
runoff so as to prevent any deterioration of water
quality that would impair subsequent or competing uses
of the water. The City Engineer shall identify the BMPs that may be implemented to prevent such deterioration
and shall identify the manner of implementation.

Public Works and
Engineering
Department
Prior to the
issuance of
grading permits
and during
operation

Page M-11

Documentation on the effectiveness of BMPs
implemented to reduce the discharge of pollutants to
the MS4 shall be required when requested by the City
Engineer. The BMPs may include, but are not limited to, the following and may, among other things, require new
developments or redevelopments to do any of the
following:
(1) Increase permeable areas by leaving highly porous
soil and low-lying area undisturbed by:
(a) Incorporating landscaping, green roofs and open
space into the project design;
(b) Using porous materials for or near driveways,
drive aisles, parking stalls and low volume
roads and walkways; and
(c) Incorporating detention ponds and infiltration
pits into the project design.
(2) Direct runoff to permeable areas by
orienting it away from impermeable areas to
swales, berms, green strip filters, gravel beds,
rain gardens, pervious pavement or other
approved green infrastructure and French
drains by:
(a) Installing rain -gutters oriented towards
permeable areas;
(b) Modifying the grade of the property to
divert flow to permeable areas and minimize
the amount of storm water runoff leaving the
property; and
(c) Designing curbs, berms, or other structures
such that they do not isolate permeable or
landscaped areas.
(3) Maximize storm water storage for reuse by
using retention structures, subsurface areas,
cisterns, or other structures to store storm
water runoff for reuse or slow release.
(4) Rain gardens may be proposed in -lieu of a
water quality basin when applicable and
approved by the City Engineer.

NOISE
MM - NOI-1-Construction Noise Mitigation. Prior to the
issuance of a grading permit, the following notes be
included on grading plans and building plans. Project
contractors shall be required to ensure compliance with the notes and permit periodic inspection of the
Planning
Department
Prior to the
issuance of a
grading permit

Page M-12

construction site by City of Jurupa Valley staff or its designee to confirm compliance. These notes also shall
be specified in bid documents issued to prospective
construction contractors.
a) Haul truck deliveries shall be limited to between the hours of 6:00am to 6:00pm during the months of June
through September and 7:00am to 6:00pm during the
months of October through May.
b) Construction contractors shall equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturers’
standards.
c) All stationary construction equipment shall be placed in such a manner so that emitted noise is directed away from any sensitive receptors adjacent to the Project site. d) Construction equipment staging areas shall be
located the greatest distance between the staging area
and the nearest sensitive receptors.”

PUBLIC SERVICES
PPP 4.15-1 The Project applicant shall comply with all
applicable Riverside County Fire Department codes,
ordinances, and standard conditions regarding fire
prevention and suppression measures relating to water
improvement plans, fire hydrants, automatic fire
extinguishing systems, fire access, access gates,
combustible construction, water availability, and fire
sprinkler systems.

Fire Department Prior to issuance
of a building
permit or
occupancy
permit as
determined by
the Fire
Department

PPP 4.15-2 As required by Municipal Code Chapter 3.75,
the Project is required to pay a Development Impact Fee that the City can use to improve public facilities and/or, to offset the incremental increase in the demand for
public services that would be created by the Project.

Building & Safety
Department
Per Municipal
Code Chapter

3.75 PPP45.15-3 Prior to the issuance of any building permit, the Project Applicant shall pay required development
impact fees to the Jurupa Unified School District
following protocol for impact fee collection.

Building & Safety
Department
Prior to the
issuance of
building permits

PPP 4.15-4 & 4.16-1 Prior to the issuance of any building permit, the Project Applicant shall pay required park
development impact fees to the Jurupa Area Recreation
and Park District pursuant to District Ordinance No. 01 - 2007 and 02-2008.

Page M-13

RECREATION
PPP 4.16-1 Prior to the issuance of any building permit, the Project Applicant shall pay required park
development impact fees to the Jurupa Area Recreation
and Park District pursuant to District Ordinance No. 01 - 2007 and 02-2008.

Building & Safety
Department
Prior to the
issuance of
building permits

TRANSPORTATION
MM-VMT-1: Electrical Vehicle Charging: Prior to the
issuance of a building permit, construction
drawings/plans shall include Level 2 electric vehicle
charging plugs in at least 50% of the proposed 35 units.

Public Works and
Engineering
Department
Prior to the
issuance of
grading permits
and during
operation

MM-VMT-2: Sidewalk Connections: Prior to the
issuance of a building permit, street improvement plans shall show sidewalks within the development that
connect to the existing sidewalk to the south on Camino Real and to the existing crosswalks at Jurupa Road.

Public Works and
Engineering
Department
Prior to the
issuance of
grading permits
and during
operation

VMT-3: High Destination Accessibility: Benefit to
walking distance to area schools and Mission Boulevard
transit corridor
Public Works and
Engineering
Department
Prior to the
issuance of
grading permits
and during
operation

VMT-4: Traffic Calming and Safety Measures: Provide
for the placement/refreshing of high -visibility
crosswalks at 5 locations determined by the City.

Public Works and
Engineering
Department
Prior to the
issuance of
grading permits
and during
operation

VMT-5: Improve Transit (Bus Shelter): Provide one (1)
bus shelter along Mission Boulevard. Location to be
determined by City and RTA.

Public Works and
Engineering
Department
Prior to the
issuance of
grading permits
and during
operation

TRIBAL CULTURAL RESOURCES
MM- TCR-1: Native American Monitoring Agreement .

Prior to the issuance of a grading permit, the Permit
Applicant shall enter into a Monitoring Agreement with
the Consulting Tribe(s) for Native American Monitor(s)
to be onsite during ground disturbing activities allowed by the grading permit. A Consulting Tribe is defined as a tribe that initiated the AB 52 tribal consultation process for the Project, has not opted out of the AB 52
consultation process, and has completed AB 52
consultation with the City as provided for in Pub lic
Resources Code §21080.3.1(b). Ground disturbing
activities and include excavation of each portion of the project site including clearing, grubbing, tree removals, grading and trenching.

Planning Department

Prior to the
issuance of a
grading permit,
additionally, the
complete text of
MM CR-1 shall
be placed on the
grading plan.

Page M-14

The Monitoring Agreement shall include, but is
not limited to, the following provisions:
a) Provide a minimum of 30 days
advance notice to the Consulting
Tribe(s) of all ground disturbing
activities.
b) In conjunction with the
Archaeological Monitor(s) required
by Mitigation Measure CR -1 under
Section 4.5, Cultural Resources, of
the Initial Study/Mitigated Negative
Declaration for MA21347 and
Addendum #1 to the MND
MA23357, the Native American
Monitor(s) shall have the authority
to temporarily divert, redirect, or
halt the ground disturbance
activities to allow identification,
evaluation, and potential recovery
of cultural resources.
c) The onsite monitoring shall end
when all ground -disturbing
activities on the Project Site are
completed, or when the Native
American Tribal Monitor(s) have
indicated that all upcoming ground
disturbing activities at the Project
Site have little to no po tential for
impacting Tribal Cultural
Resources.

The Project Proponent shall submit a fully
executed copy of the Monitoring Agreement to
the City of Jurupa Valley Planning Department
to ensure compliance with this mitigation
measure. If there are multiple Consulting
Tribes involved, a separate Monitorin g
Agreement is required for each. The
Monitoring Agreement shall not modify any
condition of approval or mitigation measure.

MM-TCR-2: Unanticipated Discovery: The Permit
Applicant or any successor in interest shall comply with the following for the life of the grading permit. If, during ground disturbance activities, unanticipated cultural
resources are discovered, the following procedures
shall be followed:
a) Ground disturbing activities shall cease in the
immediate vicinity of the find (not less than the
surrounding 100 feet) until the find can be
Planning Department
Engineering
Department
Prior to the
issuance of a
grading permit,
the complete
text of MM TCR-
2 shall be placed
on the grading
plan.

Page M-15

assessed. Ground disturbing activities are
allowed on the remainder of the Project Site.
b) The Consulting Tribe(s), the Project
Archaeologist (retained by the Permit
Applicant under Mitigation Measure CR -1,
Retain Professional Archaeologist, of this
Initial Study/Mitigated Negative Declaration
document for MA21143 and Addendum #1 to
the MND MA23357 ), and the City of Jurupa
Valley Community Development Department
shall meet and confer, and discuss the find with
respect to the following:

1. Determine if the resource is a Tribal
Cultural Resource as defined by Public
Resources Code §21074, if so:

2. Determine if the resource is listed or
eligible for listing in the California Register
on a “Local register of historical or
resources” pursuant to Public Resources
Code §5020.1 (k); or

3. Pursuant to Public Resources Code §
5024.1 (c) as it pertains to the Consulting
Tribe(s): (1) Is associated with events that
have made a significant contribution to the
broad patterns of California’s history and
cultural heritage, (2) Is associated with the
lives of persons important in our past, (3)
Embodies the distinctive characteristics of
a type, period, region, or method of
construction, or represents the work of an
important creative individual, or possesses
high artistic values, or (4) Has yielded, or
may be likely to yield, information
important in prehistory or history.

c) If the resource(s) are Native American in origin
[and not a historical resource as defined by
Public Resources Code §5020.1 (k) or §5024.1
(c)], the Consulting Tribe will retain it/them in
the form and/or manner the Consulting Tribe
(s) deems appropriate, for educational,
cultural and/or historic purposes. If multiple
Consulting Tribes (s) are involved, and a
mutual agreement cannot be reached as to
the form and manner of disposition of the
resource(s), the City shall request input from
the Native American Heritage Commission
and render a final decision.

Page M-16

d) If the resource(s) is both a tribal cultural
resource and a historic resource, the Project
Archaeologist, the Consulting Tribe (s), and
the City of Jurupa Valley Planning Department
shall meet and confer and discuss the
appropriate treatment (documentation,
recovery, avoidance, etc.) for the cultural and
historic resource. Treatment, at a minimum,
shall be consistent with Public Resources Code
§ 21084.3 (b). The appropriate treatment shall
be prepared in conjunction with the
Archaeological Treatment plan required by
Mitigation Measure CR-2 of the Initial
Study/Mitigated Negative Declaration for
MA21143 and Addendum #1 to the MND
MA23357. Further ground disturbance shall
not resume within the area of the discovery
until the appropriate treatment has been
accomplished.

MM - TCR-3: Final Report: If a Tribal cultural resource is also a historic resource defined above, the resource
shall be included in the Final Report required by
Mitigation Measure CR -2 of the Initial Study/Mitigated Negative Declaration for MA21143 and Addendum #1
to the MND MA23357.

Planning Department

Prior to the
issuance of a
grading permit,
the complete
text of MM TCR-
3 shall be placed
on the grading
plan.

UTILITY AND SERVICE SYSTEMS
PPP 4.19-1 The Project shall comply with Section 4.408
of the 2013 California Green Building Code Standards,
which requires new development projects to submit
and implement a construction waste management plan
in order to reduce the amount of construction waste
transported to landfills.

Building & Safety
Department
Prior to the
issuance of
building permits

ATTACHMENT NO. 5
First letter from attorney for Developer dated October 7, 2024

www.coxcastle.com Los Angeles | Orange County | San Francisco Cox, Castle & Nicholson LLP
50 California Street, Suite 3200
San Francisco, California 94111-4710
P: 415.262.5100 F: 415.262.5199
Linda C. Klein
415.262.5130
[email protected]
File No. 105186
October 7, 2024

VIA E-MAIL
Ms. Maricela Marroquín
Assistant City Attorney
City of Jurupa Valley
350 South Grand Avenue
37th Floor
Los Angeles, CA 90071
Re: 7586 Jurupa Road (APN: 183-030-014)
Dear Ms. Marroquín:

We write on behalf of our client, Warmington Residential (“Warmington”), concerning its proposed 67-lot subdivision (“Project”) at 7586 Jurupa Road (“Property”) in the City of Jurupa Valley (“City”). Specifically, we are concerned that the City is about to violate State Density Bonus Law (“SDBL”) by denying the requested waiver for all Project homes to be two stories, which would be tantamount to denying the Project despite the protection afforded by the Housing Accountability Act (“HAA”).

1. Waivers Can Vary Height And Floor Limits
As documented though correspondence between Warmington and the City, as well as the Planning Commission staff report for the October 9 hearing (“Staff Report”), the Project qualifies for SDBL benefits because it includes the required number of affordable housing units.

Among other SDBL benefits, the Project is entitled to waivers or reductions of any “development standard that will have the effect of physically precluding the construction” of the Project. (See Gov. Code, § 65915, subd. (e)(1) [a city may not “apply any development standard that will have the effect of physically precluding the construction of a development meeting the criteria of subdivision (b) at the densities or with the concessions or incentives permitted”].) The SDBL defines “development standard” to include any “site or construction condition, including, but not limited to, a height limitation, a setback requirement, a floor area ratio, an onsite open- space requirement, a minimum lot area per unit requirement, or a parking ratio.” (Id., subd. (o)(2) [emphasis added].) The limitation on the number of allowed two story structures is a development standard under the SDBL.

Ms. Maricela Marroquín
October 7, 2024

Page 2 ends

Jurupa Valley City CouncilJanuary 16, 2025

Jurupa Valley City Council
January 16, 2025