06. Adpt Ord No 24-1514 Approving Zone Change at 11531 Downey Ave — Downey City Council, October 22, 2024 (part 2 of 2)

15985-01 TG Memo
EXHIBIT 1: PRELIMINARY SITE PLAN
Attachment I.E
Agenda Page 333
Attachment B

Nicole Morse, T&B Planning, Inc.

April 25, 2024

Page 3 of 5 ends

15985-01 TG Memo

TRIP GENERATION
Trip generation represents the amount of traffic which is both attracted to, and produced by, a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to, and produced by, the specific land uses being proposed for a given development.

EXISTING USE
As noted previously, the existing structures were previously occupied by a YMCA, but are currently vacant. As such, empirical data was collected at two other existing YMCA facilities in order to develop a unique rate that could be used to calculate trip generation for the prior existing use. The weighted average traffic counts from the empirical data were used to calculate a trip rate per thousand square feet. Table 1 summarizes the count data collected at the Montebello facility (actual driveway counts are included in Attachment A), while Table 2 summarizes the counts collected at the Maywood facility (actual driveway counts included in Attachment B). The Montebello site generates a total of 562 two-way trip-ends per day with 39 AM peak hour trips and 57 PM peak hour trips whereas the Maywood site generates a total of 753 two-way trips per day with 73 AM peak hour trips and 68 PM peak hour trips.

Passenger car equivalent (PCE) factors were applied to the trip generation rates for heavy trucks (large 2-axles, 3-axles, 4+-axles). PCEs allow the typical “real-world” mix of vehicle types to be represented as a single, standardized unit, such as the passenger car, to be used for the purposes of capacity and level of service analyses. The PCE factors are consistent with the recommended PCE factors found in the County Guidelines. Any peak hour intersection operations analysis would be based on the PCE volumes. The Montebello site is approximately 25,000 square feet while the Maywood site is 33,000 square feet.

TABLE 1: SUMMARY OF EMPIRICAL DATA MONTEBELLO SITE
Existing Surveyed Site In Out Total In Out To tal Daily 2000 W. Beverly Bl., Montebello, CA1
Passenger Cars: 21 18 39 27 30 57 560
2-3 axle Trucks: 0 0 1 0 0 0 2
Average Total Trips (Actual Vehicles)21 18 39 27 30 57 562 1 Data presented based on driveway counts conducted on April 2nd through 4th, 2024.

AM Peak Hour PM Peak Hour
Attachment I.E
Agenda Page 334
Attachment B

Nicole Morse, T&B Planning, Inc.

April 25, 2024

Page 4 of 5 ends

15985-01 TG Memo
TABLE 2: SUMMARY OF EMPIRICAL DATA MAYWOOD SITE

Table 3 shows the weighted average trip generation rates calculated based on the existing facilities and which has been calculated by dividing the total trips shown in Tables 1 and 2 by the total building square footage of both facilities. The existing site would generate a total of 1,398 two-way trip-ends per day with 119 AM peak hour trips and 133 PM peak hour trips.

TABLE 3: EXISTING TRIP GENERATION SUMMARY

PROPOSED PROJECT
The proposed Project includes the redevelopment of the site to accommodate a new 27,408- square-foot YMCA facility. Trip generation estimates for the proposed Project have been developed using data from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) for Recreational Community Center (ITE Land Use Code 495). It should be noted that the trip generation rates for ITE Land Use Code 495 are slightly more conservative than the rates collected at the existing facilities.

Table 4 summarizes the ITE trip generation rates and the resulting Project trip generation. The proposed Project is anticipated to generate 790 two-way trips per day with 53 AM peak hour trips and 68 PM peak hour trips.

Existing Surveyed Site In Out Total In Out Total Daily
4801 E. 58th St., Maywood, CA1
Passenger Cars: 46 27 73 40 28 68 748
2-3 axle Trucks: 0 0 0 0 0 0 5
Average Total Trips (Actual Vehicles)46 27 73 40 28 68 753 1 Data presented based on driveway counts conducted on April 2nd through 4th, 2024.

AM Peak Hour PM Peak Hour
Land Use Units In Out Total In Out Total Daily
YMCA Facilities1 TSF
Passenger Cars: 1.161 0.764 1.925 1.161 0.994 2.155 22.511 2-3 axle Trucks: 0.006 0.006 0.011 0.000 0.000 0.000 0.121 1 Weighted average trip generation rate developed from empirical data summarized on Table 1 & Table 2.

Land Use Quantity Units1 In Out Total In Out Total Daily Existing YMCA 61.756 TSF
Passenger Cars: 72 47 119 72 61 133 1,390
2-3 axle Trucks: 0 0 0 0 0 0 8
Total Existing Trips 72 47 119 72 61 133 1,398
1 TSF = Thousand Square Feet
AM Peak Hour PM Peak Hour
AM Peak Hour PM Peak Hour
Attachment I.E
Agenda Page 335
Attachment B

Nicole Morse, T&B Planning, Inc.

April 25, 2024

Page 5 of 5 ends

15985-01 TG Memo
TABLE 4: PROPOSED PROJECT TRIP GENERATION SUMMARY

TRIP GENERATION COMPARISON
The trip generation for the proposed Project and the net change in trips as compared to the prior YMCA use are summarized in Table 5. As shown in Table 5, the proposed Project is anticipated to result in a net reduction in daily trips of 608 two-way trips per day with 66 fewer AM peak hour trips and 65 fewer PM peak hour trips as compared to the prior existing YMCA facility.

TABLE 5: TRIP GENERATION COMPARISON

FINDINGS
The County Guidelines indicate that any development project which can demonstrate a net increase in the daily trip generation of less than 110 two-way trips per day would not require the preparation of a Transportation Impact Analysis. The Project is anticipated to generate fewer than 110 net new daily trips (see Table 5). As such, additional traffic analysis is not required for this Project based on the County Guidelines. The County reserves the right to require additional traffic analysis in the event there are safety concerns, a project is located in a sensitive area, access/operational issues, presence of nearby substandard intersection or roadway segment, and/or request from an affected agency.

If you have any questions or comments, I can be reached at [email protected].

ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Recreational Community Center TSF 495 1.26 0.65 1.91 1.18 1.33 2.50 28.82 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = Thousand Square Feet
Land Use Quantity Units1 In Out Total In Out Total Daily YMCA 27.408 TSF 35 18 53 32 36 68 790
1 TSF = Thousand Square Feet
Daily
AM Peak Hour PM Peak Hour
Quantity Units1 In Out Total In Out Total Daily
Existing (Prior) Use 61.756 TSF 72 47 119 72 61 133 1,398 Proposed Project 27.408 TSF 35 18 53 32 36 68 790
Net Change in Trips -37 -29 -66 -40 -25 -65 -608
1 TSF = Thousand Square Feet
AM Peak Hour PM Peak Hour
Attachment I.E
Agenda Page 336
Attachment B

15985-01 TG Memo
ATTACHMENT A: DRIVEWAY COUNTS FOR 2000 W. BEVERLY

BOULEVARD (MONTEBELLO, CA)

Attachment I.E
Agenda Page 337
Attachment B

15985-01 TG Memo
TABLE A-1: SUMMARY OF EXISTING TRIP GENERATION BY DAY

Land Use In Out Total In Out Total Daily
Tuesday, April 2, 2024
Passenger Cars: 22 18 40 21 22 43 519
2-3 axle Trucks: 0 0 0 0 0 0 2
Tuesday Total Trips 22 18 40 21 22 43 521
Wednesday, April 3, 2024
Passenger Cars: 24 20 44 30 33 63 655
2-3 axle Trucks: 1 1 2 0 0 0 4
Wednesday Project Trips 25 21 46 30 33 63 659
Thursday, April 4, 2024
Passenger Cars: 17 15 32 31 35 66 504
2-3 axle Trucks: 0 0 0 0 0 0 0
Thursday Project Trips 17 15 32 31 35 66 504
AM Peak Hour PM Peak Hour
Attachment I.E
Agenda Page 338
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0000000
0:1500000 0:1500000
0:3000000 0:3010001
0:4500000 0:4500000
1:0000000 1:0000000
1:1500000 1:1500000
1:3000000 1:3000000
1:4500000 1:4500000
2:0000000 2:0000000
2:1500000 2:1500000
2:3000000 2:3000000
2:4500000 2:4500000
3:0000000 3:0000000
3:1500000 3:1500000
3:3000000 3:3000000
3:4500000 3:4500000
4:0000000 4:0000000
4:1500000 4:1500000
4:3000000 4:3000000
4:4500000 4:4500000
5:0000000 5:0000000
5:1510001 5:1500000
5:3010001 5:3000000
5:4540004 5:4500000
6:0050005 6:0000000
6:1540004 6:1500000
6:3040004 6:3010001
6:4570007 6:4530003
7:0030003 7:0030003
7:1520002 7:1520002
7:3080008 7:3000000
7:4531004 7:4550005
8:0040004 8:0050005
8:1590009 8:1510001
8:3040004 8:3040004
8:4550005 8:4580008
9:0030003 9:0051006
9:1550005 9:1570007
9:3070007 9:3060006
9:451000010 9:4550005
10:0030003 10:0010001
10:1530003 10:1540004
10:3020002 10:3020002
10:4530003 10:4550005
11:0030003 11:0050005
11:1530003 11:1570007
11:3040004 11:3040004
11:4560006 11:4510001
Exiting
Montebello
YMCA, 2000 W. Beverly Blvd - TOTAL
Tuesday, April 2, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 339
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Montebello
YMCA, 2000 W. Beverly Blvd - TOTAL
Tuesday, April 2, 2024
Classified Driveway Count
Entering
12:0030003 12:0030003
12:1520002 12:1540004
12:3030003 12:3030003
12:4520002 12:4560006
13:0020002 13:0040004
13:1520002 13:1520002
13:3020002 13:3020002
13:4530003 13:4520002
14:0020002 14:0060006
14:1560006 14:1540004
14:3040004 14:3030003
14:4540004 14:4550005
15:0060006 15:0040004
15:1560006 15:1540004
15:3040004 15:3080008
15:4550005 15:4530003
16:0040004 16:0070007
16:1570007 16:1560006
16:3040004 16:3070007
16:4560006 16:4520002
17:0030003 17:0060006
17:1540004 17:1550005
17:3070007 17:3040004
17:4570007 17:4540004
18:0030003 18:0050005
18:1580008 18:1520002
18:3060006 18:3070007
18:4510001 18:4550005
19:0040004 19:0070007
19:1520002 19:151000010
19:3060006 19:3080008
19:4550005 19:4540004
20:0030003 20:0030003
20:1530003 20:1520002
20:3000000 20:3080008
20:4500000 20:4530003
21:0010001 21:0070007
21:1500000 21:1510001
21:3010001 21:3000000
21:4500000 21:4500000
22:0000000 22:0000000
22:1500000 22:1500000
22:3000000 22:3000000
22:4500000 22:4500000
23:0000000 23:0000000
23:1500000 23:1500000
23:3000000 23:3000000
23:4510001 23:4500000
TOTAL 258 1 0 0 259 261 1 0 0 262
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 340
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0010001
0:1500000 0:1500000
0:3000000 0:3000000
0:4500000 0:4500000
1:0000000 1:0000000
1:1500000 1:1500000
1:3000000 1:3000000
1:4500000 1:4500000
2:0000000 2:0000000
2:1500000 2:1500000
2:3000000 2:3000000
2:4500000 2:4500000
3:0000000 3:0000000
3:1500000 3:1500000
3:3000000 3:3000000
3:4500000 3:4500000
4:0000000 4:0000000
4:1500000 4:1500000
4:3000000 4:3000000
4:4500000 4:4500000
5:0000000 5:0000000
5:1510001 5:1500000
5:3040004 5:3000000
5:451000010 5:4500000
6:0090009 6:0000000
6:1540004 6:1500000
6:3050005 6:3000000
6:4540004 6:4560006
7:0050005 7:0060006
7:1580008 7:1540004
7:3030003 7:3050005
7:4570007 7:4570007
8:0060006 8:0030003
8:1530003 8:1550005
8:3061007 8:3040004
8:4590009 8:4581009
9:001600016 9:0030003
9:1530003 9:1540004
9:3060006 9:3090009
9:4510001 9:4570007
10:0040004 10:0070007
10:1570007 10:1560006
10:3060006 10:3080008
10:4530003 10:4570007
11:0040004 11:0040004
11:1520002 11:1540004
11:3050005 11:3050005
11:451000010 11:4550005
Exiting
Montebello
YMCA, 2000 W. Beverly Blvd - TOTAL
Wednesday, April 3, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 341
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Montebello
YMCA, 2000 W. Beverly Blvd - TOTAL
Wednesday, April 3, 2024
Classified Driveway Count
Entering
12:0080008 12:0040004
12:1510001 12:1530003
12:3020002 12:3040004
12:4520002 12:4540004
13:0010001 13:0040004
13:1510001 13:1520002
13:3050005 13:3050005
13:4510001 13:4540004
14:0000000 14:0050005
14:1520002 14:1520002
14:301001011 14:3060107
14:4550005 14:4520002
15:0040004 15:0000000
15:1550005 15:1550005
15:3040004 15:3020002
15:4580008 15:4530003
16:0090009 16:0080008
16:1550005 16:1550005
16:3050005 16:3060006
16:4570007 16:4590009
17:0070007 17:0070007
17:1570007 17:151100011
17:3090009 17:3060006
17:4580008 17:4550005
18:0050005 18:001200012
18:1580008 18:1520002
18:301200012 18:3070007
18:451200012 18:4580008
19:0030003 19:001000010
19:1520002 19:1570007
19:3040004 19:3090009
19:4520002 19:451100011
20:0020002 20:001100011
20:1510001 20:1510001
20:3010001 20:3040004
20:4510001 20:4550005
21:0030003 21:001000010
21:1500000 21:1500000
21:3000000 21:3000000
21:4500000 21:4500000
22:0000000 22:0000000
22:1500000 22:1500000
22:3010001 22:3010001
22:4500000 22:4500000
23:0020002 23:0010001
23:1500000 23:1500000
23:3000000 23:3000000
23:4500000 23:4500000
TOTAL 326 1 1 0 328 329 1 1 0 331
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 342
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0000000
0:1500000 0:1500000
0:3000000 0:3000000
0:4500000 0:4500000
1:0000000 1:0000000
1:1500000 1:1500000
1:3000000 1:3000000
1:4500000 1:4500000
2:0000000 2:0000000
2:1500000 2:1500000
2:3000000 2:3000000
2:4500000 2:4500000
3:0000000 3:0000000
3:1510001 3:1500000
3:3000000 3:3000000
3:4500000 3:4510001
4:0000000 4:0000000
4:1500000 4:1500000
4:3000000 4:3000000
4:4500000 4:4500000
5:0000000 5:0000000
5:1500000 5:1500000
5:3030003 5:3000000
5:4570007 5:4500000
6:0050005 6:0000000
6:1520002 6:1500000
6:3040004 6:3020002
6:4540004 6:4510001
7:0040004 7:0030003
7:1510001 7:1520002
7:3040004 7:3020002
7:4550005 7:4550005
8:0040004 8:0030003
8:1540004 8:1550005
8:3000000 8:3050005
8:4530003 8:4560006
9:0000000 9:0040004
9:1510001 9:1530003
9:3070007 9:3030003
9:451000010 9:4530003
10:0080008 10:0050005
10:1540004 10:1520002
10:3010001 10:3030003
10:4540004 10:4530003
11:0050005 11:001200012
11:1520002 11:1520002
11:3010001 11:3040004
11:4560006 11:4550005
Exiting
Montebello
YMCA, 2000 W. Beverly Blvd - TOTAL
Thursday, April 4, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 343
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Montebello
YMCA, 2000 W. Beverly Blvd - TOTAL
Thursday, April 4, 2024
Classified Driveway Count
Entering
12:0030003 12:0030003
12:1520002 12:1550005
12:3010001 12:3040004
12:4530003 12:4520002
13:0030003 13:0030003
13:1510001 13:1540004
13:3030003 13:3000000
13:4530003 13:4520002
14:0030003 14:0040004
14:1510001 14:1530003
14:3020002 14:3020002
14:4580008 14:4530003
15:0020002 15:0020002
15:1570007 15:1540004
15:3050005 15:3010001
15:4550005 15:4510001
16:0060006 16:0070007
16:1590009 16:1570007
16:3080008 16:3050005
16:4570007 16:4520002
17:00 11 0 0 0 11 17:00 10 0 0 0 10
17:151000010 17:1590009
17:3040004 17:3060006
17:4560006 17:451000010
18:00 10 0 0 0 10 18:00 12 0 0 0 12
18:1540004 18:1540004
18:3040004 18:3040004
18:4510001 18:4520002
19:0040004 19:0060006
19:1510001 19:1540004
19:3040004 19:301100011
19:4530003 19:4550005
20:0020002 20:0030003
20:1530003 20:1510001
20:3010001 20:3030003
20:4510001 20:4550005
21:0000000 21:0060006
21:1500000 21:1500000
21:3010001 21:3000000
21:4500000 21:4500000
22:0000000 22:0000000
22:1510001 22:1500000
22:3000000 22:3000000
22:4500000 22:4500000
23:0000000 23:0000000
23:1510001 23:1510001
23:3000000 23:3000000
23:4500000 23:4500000
TOTAL 254 0 0 0 254 250 0 0 0 250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 344
Attachment B

15985-01 TG Memo
ATTACHMENT B: DRIVEWAY COUNTS FOR 4801 E. 58TH STREET
(MAYWOOD, CA)

Attachment I.E
Agenda Page 345
Attachment B

15985-01 TG Memo
TABLE B-1: SUMMARY OF EXISTING TRIP GENERATION BY DAY

Land Use In Out Total In Out Total Daily
Tuesday, April 2, 2024
Passenger Cars: 49 25 74 42 28 70 723
2-3 axle Trucks: 0 0 0 0 0 0 4
Tuesday Total Trips 49 25 74 42 28 70 727
Wednesday, April 3, 2024
Passenger Cars: 48 33 81 41 38 79 847
2-3 axle Trucks: 0 0 0 0 0 0 9
Wednesday Project Trips 48 33 81 41 38 79 856
Thursday, April 4, 2024
Passenger Cars: 42 22 64 37 17 54 669
2-3 axle Trucks: 0 0 0 0 0 0 2
Thursday Project Trips 42 22 64 37 17 54 671
AM Peak Hour PM Peak Hour
Attachment I.E
Agenda Page 346
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0010001
0:1500000 0:1500000
0:3000000 0:3000000
0:4500000 0:4500000
1:0000000 1:0000000
1:1500000 1:1500000
1:3010001 1:3010001
1:4510001 1:4500000
2:0000000 2:0010001
2:1500000 2:1500000
2:3000000 2:3000000
2:4500000 2:4500000
3:0000000 3:0000000
3:1500000 3:1500000
3:3000000 3:3000000
3:4500000 3:4500000
4:0000000 4:0000000
4:1500000 4:1500000
4:3000000 4:3000000
4:4500000 4:4500000
5:0000000 5:0000000
5:1510001 5:1500000
5:3000000 5:3000000
5:4500000 5:4500000
6:0000000 6:0000000
6:1500000 6:1500000
6:3000000 6:3000000
6:4520002 6:4500000
7:0000000 7:0000000
7:1550005 7:1500000
7:3010001 7:3010001
7:451900019 7:4500000
8:00 18 0 0 0 18 8:00 21 0 0 0 21
8:1560006 8:1530003
8:3060006 8:3010001
8:4540004 8:4540004
9:0040004 9:0060006
9:1560006 9:1540004
9:3081009 9:3020002
9:4580008 9:4531004
10:0060006 10:0010001
10:1510001 10:1530003
10:3070007 10:3020002
10:45 14 0 0 0 14 10:45 10 0 0 0 10
11:0070007 11:001700017
11:1530003 11:1580008
11:3020002 11:3020002
11:4510001 11:451100011
Exiting
Maywood
YMCA, 4801 E. 58th St - TOTAL
Tuesday, April 2, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 347
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Maywood
YMCA, 4801 E. 58th St - TOTAL
Tuesday, April 2, 2024
Classified Driveway Count
Entering
12:0080008 12:001800018
12:1510001 12:1590009
12:3030003 12:3020002
12:4520002 12:4540004
13:0000000 13:0010001
13:1500000 13:1520002
13:3011002 13:3010001
13:4530003 13:4511002
14:0030003 14:0030003
14:1570007 14:1510001
14:3040004 14:3060006
14:4570007 14:4540004
15:0080008 15:001000010
15:1540004 15:1530003
15:3040004 15:3030003
15:4550005 15:4540004
16:001200012 16:0080008
16:151400014 16:1550005
16:3090009 16:3040004
16:451400014 16:4520002
17:0060006 17:0030003
17:151000010 17:1550005
17:30 14 0 0 0 14 17:30 12 0 0 0 12
17:451200012 17:4580008
18:00 13 0 0 0 13 18:00 12 0 0 0 12
18:151700017 18:1560006
18:30 14 0 0 0 14 18:30 14 0 0 0 14
18:4550005 18:4570007
19:0050005 19:0080008
19:1550005 19:1560006
19:3050005 19:301800018
19:4560006 19:4590009
20:0030003 20:002500025
20:1510001 20:1520002
20:3000000 20:302000020
20:4510001 20:4510001
21:0000000 21:0030003
21:1510001 21:1530003
21:3010001 21:3010001
21:4500000 21:4510001
22:0000000 22:0000000
22:1510001 22:1510001
22:3010001 22:3010001
22:4510001 22:4500000
23:0000000 23:0000000
23:1500000 23:1510001
23:3000000 23:3000000
23:4500000 23:4510001
TOTAL 362 2 0 0 364 361 2 0 0 363
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 348
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0000000
0:1510001 0:1510001
0:3000000 0:3000000
0:4500000 0:4500000
1:0000000 1:0000000
1:1500000 1:1500000
1:3010001 1:3000000
1:4500000 1:4510001
2:0000000 2:0000000
2:1500000 2:1500000
2:3000000 2:3000000
2:4500000 2:4500000
3:0000000 3:0000000
3:1500000 3:1500000
3:3010001 3:3010001
3:4500000 3:4500000
4:0000000 4:0000000
4:1500000 4:1500000
4:3000000 4:3000000
4:4500000 4:4500000
5:0000000 5:0000000
5:1500000 5:1500000
5:3000000 5:3000000
5:4500000 5:4500000
6:0010001 6:0000000
6:1500000 6:1500000
6:3030003 6:3010001
6:4500000 6:4500000
7:0020002 7:0000000
7:1531004 7:1510001
7:3010001 7:3001001
7:451400014 7:4510001
8:00 21 0 0 0 21 8:00 23 0 0 0 23
8:1560006 8:1550005
8:3070007 8:3040004
8:4540004 8:4520002
9:0060006 9:0030003
9:152000020 9:1561007
9:3071008 9:3011002
9:4590009 9:4520002
10:0030003 10:0010001
10:1540004 10:1540004
10:3040004 10:3050005
10:451700017 10:4560006
11:00 11 0 0 0 11 11:00 22 0 0 0 22
11:1570007 11:151600016
11:3070007 11:3080008
11:4510001 11:451100011
Exiting
Maywood
YMCA, 4801 E. 58th St - TOTAL
Wednesday, April 3, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 349
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Maywood
YMCA, 4801 E. 58th St - TOTAL
Wednesday, April 3, 2024
Classified Driveway Count
Entering
12:00 12 0 0 0 12 12:00 17 0 0 0 17
12:1511002 12:1521003
12:3020002 12:3020002
12:4550005 12:4510001
13:0070007 13:0030003
13:1541005 13:1530003
13:3020002 13:3051006
13:4520002 13:4590009
14:0070007 14:0070007
14:1500000 14:1530003
14:3020002 14:3010001
14:451000010 14:4510001
15:00 13 0 0 0 13 15:00 10 0 0 0 10
15:1590009 15:1540004
15:3080008 15:3060006
15:4580008 15:4560006
16:001400014 16:0060006
16:1570007 16:1560006
16:301300013 16:3090009
16:451300013 16:4570007
17:0070007 17:001400014
17:1580008 17:1580008
17:3070007 17:3080008
17:451200012 17:4540004
18:00 21 0 0 0 21 18:00 11 0 0 0 11
18:151100011 18:1580008
18:30 12 0 0 0 12 18:30 10 0 0 0 10
18:45 11 0 0 0 11 18:45 13 0 0 0 13
19:0060006 19:001100011
19:1570007 19:1590009
19:3040004 19:3090009
19:4560006 19:451800018
20:0030003 20:001500015
20:1540004 20:151200012
20:3020002 20:302600026
20:4530003 20:4540004
21:0000000 21:0030003
21:1500000 21:1500000
21:3000000 21:3030003
21:4500000 21:4500000
22:0010001 22:0000000
22:1500000 22:1500000
22:3000000 22:3000000
22:4500000 22:4500000
23:0000000 23:0000000
23:1500000 23:1520002
23:3000000 23:3000000
23:4500000 23:4510001
TOTAL 425 4 0 0 429 422 5 0 0 427
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 350
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0000000
0:1500000 0:1500000
0:3000000 0:3000000
0:4500000 0:4500000
1:0010001 1:0010001
1:1500000 1:1500000
1:3000000 1:3000000
1:4510001 1:4510001
2:0000000 2:0000000
2:1500000 2:1500000
2:3000000 2:3000000
2:4500000 2:4500000
3:0000000 3:0000000
3:1500000 3:1500000
3:3000000 3:3000000
3:4500000 3:4500000
4:0000000 4:0000000
4:1500000 4:1500000
4:3000000 4:3000000
4:4500000 4:4500000
5:0000000 5:0000000
5:1500000 5:1500000
5:3000000 5:3000000
5:4500000 5:4500000
6:0000000 6:0000000
6:1500000 6:1500000
6:3020002 6:3010001
6:4500000 6:4500000
7:0010001 7:0000000
7:1560006 7:1510001
7:3010001 7:3010001
7:451400014 7:4510001
8:00 17 0 0 0 17 8:00 15 0 0 0 15
8:1550005 8:1540004
8:3060006 8:3020002
8:4580008 8:4520002
9:0080008 9:0050005
9:1590009 9:1520002
9:3060006 9:3030003
9:4570007 9:4520002
10:0080008 10:0020002
10:151000010 10:1560006
10:3061007 10:3051006
10:451100011 10:4580008
11:0090009 11:001700017
11:1540004 11:151500015
11:3050005 11:3090009
11:4530003 11:451000010
Exiting
Maywood
YMCA, 4801 E. 58th St - TOTAL
Thursday, April 4, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 351
Attachment B

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Maywood
YMCA, 4801 E. 58th St - TOTAL
Thursday, April 4, 2024
Classified Driveway Count
Entering
12:0060006 12:001700017
12:1540004 12:1550005
12:3020002 12:3030003
12:4530003 12:4530003
13:0030003 13:0010001
13:1540004 13:1560006
13:3000000 13:3030003
13:4520002 13:4520002
14:0010001 14:0010001
14:1500000 14:1500000
14:3060006 14:3060006
14:4580008 14:4530003
15:0040004 15:0080008
15:1510001 15:1510001
15:3030003 15:3040004
15:4590009 15:4540004
16:0080008 16:0060006
16:151000010 16:1540004
16:301200012 16:3010001
16:4570007 16:4560006
17:0040004 17:0030003
17:1540004 17:1510001
17:3070007 17:3080008
17:4590009 17:451100011
18:001800018 18:0030003
18:1580008 18:1560006
18:3090009 18:301400014
18:4580008 18:4590009
19:0060006 19:0050005
19:1550005 19:151000010
19:3020002 19:3090009
19:4510001 19:451200012
20:0020002 20:0070007
20:1510001 20:1520002
20:3020002 20:302200022
20:4500000 20:4520002
21:0010001 21:0030003
21:1500000 21:1510001
21:3000000 21:3020002
21:4510001 21:4500000
22:0020002 22:0010001
22:1500000 22:1520002
22:3010001 22:3000000
22:4520002 22:4510001
23:0000000 23:0020002
23:1500000 23:1500000
23:3000000 23:3000000
23:4510001 23:4510001
TOTAL 335 1 0 0 336 334 1 0 0 335
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.E
Agenda Page 352
Attachment B

DATE: April 30, 2024
TO: Nicole Morse, T&B Planning, Inc.

FROM: Alex So, Urban Crossroads, Inc.

JOB NO: 15985-01 VMT

YMCA DOWNEY VEHICLE MILES TRAVELED (VMT) SCREENING

EVALUATION
Urban Crossroads, Inc. has completed the following Vehicle Miles Traveled (VMT) Screening Evaluation for the YMCA Downey (Project) The Project site is located at 11531 Downey Avenue, which is northwest of Downey Avenue, south of Firestone Boulevard, and east of Paramount Boulevard (Assessor’s Parcel Numbers [APNs] 6255-013-032, -033, and -034), in the City of Downey.

PROJECT OVERVIEW
The site is currently developed with 3 structures totaling 61,756 square feet (3,254- square-foot building at 11525 Downey Avenue, 57,673-square-foot building at 11531 Downey Avenue, and 829-square-foot building at 8268 Arnett Street). The site was previously occupied by a YMCA which is not currently operational. The Project includes demolition of the existing structures on-site and developing an 18,808-square-foot gymnasium, 975-square-foot lobby/restrooms, and retrofitting of an approximate 7,625-square-foot existing gymnasium (total of 27,408 square feet). A preliminary Project site plan is shown in Attachment A.

BACKGROUND
The California Environmental Quality Act (CEQA) requires all lead agencies to adopt VMT as the measure for identifying transportation impacts for land use projects.

To comply with CEQA, local agencies have adopted VMT guidelines to establish analysis methodologies and impact thresholds for their respective jurisdictions. It is our understanding that the City of Downey utilizes the County of Los Angeles Transportation Impact Analysis Guidelines (July 23, 2020) (County Guidelines) (1) to conduct VMT assessments in their City. The County Guidelines were used to determine if the proposed Project can be screened from further VMT analysis.

Attachment I.F
Agenda Page 353
Attachment B

Nicole Morse, T&B Planning, Inc.

April 30, 2024

Page 2 of 5 ends

15985-01 VMT

VMT SCREENING
The County Guidelines provide details on screening criteria that are used to identify when a proposed land use project is anticipated to result in a less than significant transportation impact.

The screening criteria identified within the County Guidelines are listed below and those shown in bold will be evaluated further based on their applicability to the Project. • Non-Retail Project Trip Generation Screening
• Retail Project Site Plan Screening
• Proximity to Transit Based Screening
• Residential Land Use Based Screening
A land use project needs only meet one of the above screening criteria to be excused from further VMT analysis.

NON-RETAIL PROJECT TRIP GENERATION SCREENING
The County Guidelines state that development projects generating a net increase of fewer than 110 daily vehicle trips are presumed to have a less than significant impact absent substantial evidence to the contrary.

Trip generation represents the amount of traffic which is both attracted to, and produced by, a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to, and produced by, the specific land uses being proposed for a given development.

EXISTING USE
As noted previously, the existing structures were previously occupied by a YMCA, but are currently vacant. As such, empirical data was collected at two other existing YMCA facilities in order to develop a unique rate that could be used to calculate trip generation for the prior existing use. The weighted average traffic counts from the empirical data were used to calculate a trip rate per thousand square feet. Table 1 summarizes the count data collected at the Montebello facility (actual driveway counts are included in Attachment B), while Table 2 summarizes the counts collected at the Maywood facility (actual driveway counts included in Attachment C). The Montebello site generates a total of 562 two-way trip-ends per day whereas the Maywood site generates a total of 753 two-way trips per day.

TABLE 1: SUMMARY OF EMPIRICAL DATA MONTEBELLO SITE

Existing Surveyed Site In Out Total In Out Total Daily
2000 W. Beverly Bl., Montebello, CA1
Passenger Cars: 21 18 39 27 30 57 560
2-3 axle Trucks: 0 0 1 0 0 0 2
Average Total Trips (Actual Vehicles)21 18 39 27 30 57 562 1 Data presented based on driveway counts conducted on April 2nd through 4th, 2024.

AM Peak Hour PM Peak Hour
Attachment I.F
Agenda Page 354
Attachment B

Nicole Morse, T&B Planning, Inc.

April 30, 2024

Page 3 of 5 ends

15985-01 VMT
TABLE 2: SUMMARY OF EMPIRICAL DATA MAYWOOD SITE

TABLE 3: EXISTING TRIP GENERATION SUMMARY

Table 4 summarizes the ITE trip generation rates and the resulting Project trip generation. The proposed Project is anticipated to generate 790 two-way trips per day.

Nicole Morse, T&B Planning, Inc.

April 30, 2024

Page 4 of 5 ends

15985-01 VMT
TABLE 4: PROPOSED PROJECT TRIP GENERATION SUMMARY

TABLE 5: TRIP GENERATION COMPARISON

The Project is estimated to generate a net reduction of 608 average daily vehicle trips and does not exceed the 110 net new daily vehicle trip threshold.

Non-Retail Project Trip Generation Screening criteria is met.

PROXIMITY TO TRANSIT BASED SCREENING
The County Guidelines state that projects located within a one-half mile radius of a major transit stop or an existing stop along a high-quality transit corridor may be presumed to have a less than significant transportation impact. However, the presumption may not be appropriate if a project:
• Has a Floor Area Ratio (FAR) of less than 0.75;
• Includes more parking than required by the County Code; • Is inconsistent with the applicable SCAG RTP/SCS; or
• Replaces affordable residential units with a smaller number of market-rate residential units.

The Project does not meet the sub-criteria of having a FAR of greater than 0.75. So irrespective of the Project’s proximity to transit, the Project does not meet this criteria.

Proximity to Transit Based Screening criteria is not met.

Nicole Morse, T&B Planning, Inc.

April 30, 2024

Page 5 of 5 ends

15985-01 VMT

CONCLUSION
In summary, the Project was found to meet the Non-Retail Project Trip Generation Screening criteria. The Project is presumed to have a less than significant VMT impact; no further VMT analysis required.

If you have any questions, please contact me directly at [email protected].

Attachment I.F
Agenda Page 357
Attachment B

15985-01 VMT

REFERENCES

1. Los Angeles County Public Works. Transportation Impact Analysis Guidelines. Los Angeles :

Public Works, 2020.

Attachment I.F
Agenda Page 358
Attachment B

15985-01 VMT

ATTACHMENT A

PRELIMINARY SITE PLAN

Attachment I.F
Agenda Page 359
Attachment B

15985-01 VMT

Attachment I.F
Agenda Page 360
Attachment B

15985-01 VMT

ATTACHMENT B
DRIVEWAY COUNTS FOR 2000 W. BEVERLY BOULEVARD
(MONTEBELLO, CA)

Attachment I.F
Agenda Page 361
Attachment B

15985-01 VMT
TABLE B-1: SUMMARY OF EXISTING TRIP GENERATION BY DAY

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 363
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 364
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 365
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 366
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 367
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 368
Attachment B

15985-01 VMT

ATTACHMENT C
DRIVEWAY COUNTS FOR 4801 E. 58TH STREET (MAYWOOD, CA)

Attachment I.F
Agenda Page 369
Attachment B

15985-01 VMT
TABLE C-1: SUMMARY OF EXISTING TRIP GENERATION BY DAY

City:

Location:

Date:

Count Type:

Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0010001
0:1500000 0:1500000
0:3000000 0:3000000
0:4500000 0:4500000
1:0000000 1:0000000
1:1500000 1:1500000
1:3010001 1:3010001
1:4510001 1:4500000
2:0000000 2:0010001
2:1500000 2:1500000
2:3000000 2:3000000
2:4500000 2:4500000
3:0000000 3:0000000
3:1500000 3:1500000
3:3000000 3:3000000
3:4500000 3:4500000
4:0000000 4:0000000
4:1500000 4:1500000
4:3000000 4:3000000
4:4500000 4:4500000
5:0000000 5:0000000
5:1510001 5:1500000
5:3000000 5:3000000
5:4500000 5:4500000
6:0000000 6:0000000
6:1500000 6:1500000
6:3000000 6:3000000
6:4520002 6:4500000
7:0000000 7:0000000
7:1550005 7:1500000
7:3010001 7:3010001
7:451900019 7:4500000
8:00 18 0 0 0 18 8:00 21 0 0 0 21
8:1560006 8:1530003
8:3060006 8:3010001
8:4540004 8:4540004
9:0040004 9:0060006
9:1560006 9:1540004
9:3081009 9:3020002
9:4580008 9:4531004
10:0060006 10:0010001
10:1510001 10:1530003
10:3070007 10:3020002
10:45 14 0 0 0 14 10:45 10 0 0 0 10
11:0070007 11:001700017
11:1530003 11:1580008
11:3020002 11:3020002
11:4510001 11:451100011
Exiting
Maywood
YMCA, 4801 E. 58th St - TOTAL
Tuesday, April 2, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 371
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 372
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 373
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 374
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 375
Attachment B

City:

Location:

Date:

Count Type:

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment I.F
Agenda Page 376
Attachment B

Date:

To:

From:

Subject:

CityofDowne_y MEMORANDUM

DEPARTMENT OF PUBLIC WORKS
July 10, 2024
Irma Huitron, Director of Community Development
Matthew Baumgardner, Director of Public Works/City Engineer P'"' YMCA Downey Trip Generation Assessment and Vehicle Miles Traveled (VMT} Screening Evaluation
The YMCA Downey Trip Generation Assessment references empirical data from existing YMCA facilities in Montebello and Maywood to provide a baseline trip generation rate for the prior existing use. For the proposed project, the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021} was used to determine trip generation rates. The assessment shows that the existing YMCA facilities generated a total of 1,398 daily trips, including 119 AM peak hour trips and 133 PM peak hour trips. In contrast, the proposed project is expected to generate 790 daily trips, with 53 AM peak hour trips and 68 PM peak hour trips. This results in a significant net reduction of 608 daily trips, 66 AM peak hour trips, and 65 PM peak hour trips.

According to the Los Angeles County Transportation Impact Analysis Guidelines dated July 23, 2020, any development project demonstrating a net increase in daily trip generation of fewer than 110 two-way trips per day does not require a Transportation Impact Analysis. Since the proposed project shows a net decrease in trips, it meets this guideline threshold, indicating that a Traffic Impact Analysis is not required. The assessment is consistent with the County Guidelines, and the net decrease in trips confirms that the project will not adversely affect traffic operations and does not necessitate further detailed analysis.

Based on the "YMCA Downey Vehicle Miles Traveled (VMT} Screening Evaluation" document and Los Angeles County's Transportation Impact Analysis Guidelines (County Guidelines) dated July 23, 2020, no further VMT analysis is required for the YMCA Downey project. The County Guidelines state that development projects generating a net increase of fewer than 11 O daily vehicle trips are presumed to have a less than significant impact. The proposed project is anticipated to generate a total of 790 two-way trips per day, whereas the previous YMCA facility generated 1,398 two way trips per day. The proposed project is estimated to result in a net reduction of 608 average daily vehicle trips compared to the prior existing YMCA facility. Therefore, the project meets the Non-Retail Project Trip Generation Screening criteria and is presumed to have a less than significant VMT impact.

Attachment J
Agenda Page 377
Attachment B

Regarding the Proximity to Transit Based VMT Screening, the project does not meet the criteria of having a Floor Area Ratio (FAR) of greater than 0.75, among other criteria.

Therefore, this screening criterion is not applicable. Since the project meets the Non Retail Project Trip Generation Screening criteria with a net reduction in daily vehicle trips, the project is screened out from requiring further analysis according to the County Guidelines.

Attachment J
Agenda Page 378
Attachment B

Date: July 22, 2024
To: Alfonso S. Hernandez, City of Downey
From: Lindsay Ortega, AICP, Sagecrest Planning + Environmental SUBJECT: YMCA Downey CEQA Recommendation
Background
The City of Downey has received an entitlement request for the development of a new YMCA campus which would replace the existing YMCA property located at 11531 Downey Avenue. At the request of the City of Downey (City), Sagecrest Planning + Environmental (Sagecrest) has prepared the following analysis for project compliance with the California Environmental Quality Act (CEQA). The Property is approximately 2.1-acres in size. The Proposed Project would consist of the demolition of the existing 2-story, 57,673 sf YMCA building, a 2-story 3,254 sf accessory structure, and 1-story 829 sf single family home with detached garage, in order to construct a new YMCA campus with a new 1-story, 18,718 square-foot YMCA fitness facility and 978 sf restroom/lobby. The existing 1-story gymnasium to the north west of the property would be remodeled.

The Subject Site is comprised of three parcels. The larger of the three is zoned O- S (Open Space) and the two parcels fronting Arnett Street are zoned C-P (Commercial). All three parcels have a General Plan Land Use Designation of Office. The use is classified as a Parks and Recreational Facilities use which is permitted by right in the Open Space zone (DMC §9322.04, Table 9.3.13) and permitted with a Conditional Use Permit in the C-P zone (DMC §9314.04, Table

9.3.5). The request would require a conditional use permit to permit the expansion of the use of the two smaller parcels fronting Arnett Street. This memorandum summarizes our analysis of potential exemptions from environmental review under the California Environmental Quality Act (Pub.

Resources Code §§ 21000 et seq.) (“CEQA”) that may apply to the Project. .

Attachment J
Agenda Page 379
Attachment B

CEQA Analysis
The CEQA Guidelines include several categorical exemptions for projects that the Natural Resources Agency has determined to not have a significant environmental impact. (Pub. Res. Code, §§ 21080(b)(9), 21084; CEQA Guidelines, § 15300.) Section 15332 exempts qualifying “in-fill development projects” from CEQA, qualifying projects must: (1) be consistent with the applicable general plan designation, general plan policies, and zoning; (2) be on a site of no greater than five acres surrounded by urban uses; (3) be on a site with no habitat for endangered species; (4) not result in significant traffic, noise, air quality, or water quality impacts; and (5) be on a site served by required utilities and public services. (CEQA Guidelines, § 15332.) Based on our preliminary review of the Proposed Project the proposed YMCA development would meet the requirements for exemption from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15332, Class 32 – In-Fill Development Projects of the CEQA Guidelines. To qualify under this classification, the following conditions must be met:
(a) The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations.

The proposed project zoning and General Plan Land Use designations permit the proposed use at the Subject Site. The C-P zoning is the corresponding zone for the existing General Plan Land Use Designation of the site, which is designated for Office use. This zone change aligns with and implements the property's Office General Plan land use designation. (b) The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses.

The subject site is located within the city limits and is surrounded by urbanized uses. According to surveys provided by the applicant, the site is approximately 2.1 acres in size.
(c) The project site has no value as habitat for endangered, rare or threatened species.

The project site is currently developed with recreational uses and a single- family home. The Subject Site has no habitat value for endangered, rare, Attachment J
Agenda Page 380
Attachment B

or threatened species. Therefore, no impact on the habitat for endangered, rare or threatened species is anticipated.
(d) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.

The applicant is required to provide the following technical studies in order to analyze whether the project would result in any significant impacts: traffic, noise, air quality, and water quality technical studies.

Additionally, a historic building evaluation may be necessary due to the age of the building. Preliminary review via Google Street View suggests that the building does not appear to have historic significance, but a thorough review is recommended given the building’s age. (e) The site can be adequately served by all required utilities and public services.

The project site is located in a built-out, urban setting and is served by various utility service providers. There are likely no significant service or system upgrades required to serve the proposed development. Any increase in demand for these services is anticipated to be less than significant.

Trip Generation and VMT Screening Memorandum
Sagecrest reviewed the Trip Generation and VMT Screening Memorandum (Trip Generation Memo) prepared by Urban Crossroads, for content and use in the preparation of a Class 32, In-fill Exemption. Sagecrest reviewed the methodology used in determining trip counts for the previous YMCA use. The existing YMCA facility is not currently in operation and thus existing YMCA trips were calculated by taking trip counts for YMCA facilities located in Maywood (25,000 sf) and Montebello (30,000 sf). The use of collecting trip counts from other similar facilities is a standard practice in traffic analysis when comparing uses.

Attachment J
Agenda Page 381
Attachment B

Conclusion
In conclusion, preliminary review of the Proposed Project indicates that the Proposed Project may meet the criteria for a Categorical Exemption pursuant to Section 15332, Class 32 – In-Fill Development Projects of the CEQA Guidelines if the technical studies demonstrate that the Proposed Project would not result in any significant impacts. Therefore, the proposed project may qualify for a Categorical Exemption from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15332, Class 32 – In-Fill Development Projects of the CEQA Guidelines.

Attachment J
Agenda Page 382
Attachment B

\. ,, Q,(;2-CAJ(D 0r O (/vJ'/lt~;A-v-e. . l_xr e� t � e.>--<c:J , rav'"t Y)<_,-ed siD Y).L <....�e.A.d<, 1 ¥ V 0 CA b \, t. +7 v-1� -\--vv, I� Vlif � c.,.v,. iV o (}.N�---< AJ.e--r f � AcV)"l,r+.
�(pc, lt,¼� S--S-&,, �
Attachment K
Agenda Page 383
Attachment B

STAFF REPORT

PLANNING DIVISION
DATE: AUGUST 21, 2024
TO: PLANNING COMMISSION

SUBMITTED/
REVIEWED BY: IRMA HUITRON, COMMUNITY DEVELOPMENT DIRECTOR PREPARED BY: ALFONSO HERNANDEZ, PRINCIPAL PLANNER
SUBJECT: PLN-23-00168 (ZONE CHANGE, SITE PLAN REVIEW, CONDITIONAL USE PERMIT, VARIANCE, AND LOT MERGER) – A REQUEST FOR: (1) A SITE PLAN REVIEW TO CONSTRUCT A NEW 18,718 SQUARE FOOT YMCA FACILITY ; (2) CONDITIONAL USE PERMIT TO OPERATE A PRIVATE PARKS AND RECREATION FACILITY; (3) VARIANCE

PROPOSING TO MAINTAIN A NON-CONFORMING REAR SETBACK
AND HEIGHT FOR AN EXISTING GYMNASIUM BUILDING; (4) ZONE CHANGE TO MODIFY 11531 DOWNEY AVENUE (APN: 6255-013-032)

FROM THE OPEN SPACE (O-S) ZONE TO THE COMMERCIAL OFFICE (C-P) ZONE AND; (5) LOT MERGER TO CONSOLIDATE THREE (3)

SEPARATE LOTS INTO ONE NEW LOT AT THE PROPERTY IS
LOCATED AT 11521 DOWNEY AVENUE AND 8268 ARNETT STREET (C- P ZONE), AND AT 11531 DOWNEY AVENUE (O-S ZONE)(APNs: 6255- 013-032, 6255-013-033, AND 6255-013-034)
LOCATION: 11521 DOW NEY AVENUE, 11531 DOWNEY AVENUE, AND 8268 ARNETT STREET
ZONING: COMMERCIAL OFFICE (C-P) AND OPEN SPACE (O-S)

REPORT SUMMARY
This application includes five entitlement requests: a Zone Change, Site Plan Review, Conditional Use Permit, Variance, and Lot Merger. A zone change is proposed for the property located at 11531 Downey Avenue, changing the zoning designation from the Open Space (OS) zone to the Professional Office (CP). A Site Plan Review (SPR) is required to allow the construction of a new 18,718 square foot YMCA facility, and retain an existing 7,625 square foot gymnasium building.

A Conditional Use Permit (CUP) is proposed in order to allow the operation of a recreational use facility. A Variance is proposed to maintain an existing 13.33’ (foot) rear setback and height of 25’ (feet) 10” (inches) for the existing gymnasium. A Lot Merger is required to consolidate five separate lots into one lot.

Based on the analysis contained in this report, Staff is recommending the Planning Commission adopt the resolutions listed below.

Attachment L
Agenda Page 384
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 2

1. ADOPT PLANNING COMMISSION RESOLUTION NO. 24-4035

RECOMMENDING THAT THE CITY COUNCIL APPROVE A ZONE CHANGE FOR 11531 DOWNEY AVENUE, THEREBY CHANGING THE ZONING

DESIGNATION FROM THE OPEN SPACE (OS) ZONE TO THE
COMMERCIAL OFFICE (CP) ZONE (APN: 6255-013-032).

2. ADOPT PLANNING COMMISSION RESOLUTION NO. 24-4036

RECOMMENDING THAT THE CITY COUNCIL APPROVE A SITE PLAN

REVIEW, CONDITIONAL USE PERMIT, AND VARIANCE, THEREBY
ALLOWING THE CONSTRUCTION OF A 18,718 SQUARE FOOT YMCA
RECREATION USE FACILITY. A VARIANCE REQUEST IS INCLUDED TO DEVIATE FROM DOWNEY MUNICIPAL CODE SECTION 9410.12(C)
MAINTAINING A REAR SETBACK OF 13’ 4” AND HEIGHT OF 25’ 10” FOR AN EXISITNG GYMNASIUM BUILDING.

3. ADOPT PLANNING COMMISSION RESOLUTION NO. 24-4037

RECOMMENDING THAT THE CITY COUNCIL APPROVE A LOT MERGER FOR THE CONSOLIDATION OF THREE SEPARATE PARCELS (APNs:
6255-013-032, 6255-013-033, AND 6255-013-034), LOCATED AT 11521 DOWNEY AVENUE, 11531 DOWNEY AVENUE, AND 8268 ARNETT
STREET.

APPROVAL AUTHORITY

1. Zone Change: Government Code Sections 65356 through 65355 and Section 65854 requires the Planning Commission to hold at least one (1) public hearing before a recommendation on a Zone Change (ZC) to the City Council. Downey Municipal Code (DMC) Section 9830 authorizes the City Council to consider a ZC upon recommendation of the Planning Commission.

2. Site Plan Review: Downey Municipal Code (DMC) Section 9820 requires all new structures and site improvements to be processed and heard by the Planning Commission. Final action is forwarded to the City Council for concurrent consideration as required, per DMC Section 9802, when any portion of the application is at the discretion of the City Council.

3. Conditional Use Permit: Downey Municipal Code (DMC) Section 9314.04 requires all proposed private Parks and Recreational Facilities to be processed and heard by the Planning Commission. Final action is forwarded to the City Council for concurrent consideration as is required, per DMC Section 9802, when any portion of the application is at the discretion of the City Council.

4. Variance: DMC Section 9826 requires the Planning Commission to deliberate on requests for deviation from development standards. Final action is forwarded to the City Council for concurrent consideration as is required, per DMC Section 9802, when any portion of the application is at the discretion of the City Council.

5. Lot Merger: DMC Section 9960 and Government Code Section 66499.20.3, Subdivision Map Act, allows for the merger of the subject parcels and requires the Planning Commission to deliberate on matters pertaining to such subdivisions. Final action is Attachment L
Agenda Page 385
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 3
forwarded to the City Council for concurrent consideration as is required, per DMC Section 9802, when any portion of the application is at the discretion of the City Council.

BACKGROUND

The subject property is currently owned and previously operated the YMCA of Los Angeles. The site is currently developed with a 60,927 square foot YMCA building, and one single family home.

The site is comprised of five lots, or three parcels (APNs: 6255-013-032, 6255-013-033, and 6255-013-034). Two of the lots (11521 and 11531 Downey Avenue) currently make up the existing YMCA, and the third lot (8268 Arnett Street) is an adjoining single-family parcel purchased to facilitate the development of the new YMCA. The buildings were constructed from 1947 to 1965, and no major renovations have taken place since that time.

Overall, the three parcels are a total 2.16 acres with two street frontages. The site is centrally located within the City, and more specifically located at the southwest corner of the intersection of Downey Avenue and Arnett Street. The parcels are within the City’s General Plan Land Use designation of Office (O), and have a mix of zoning designations. Parcels 11521 and 11531 Downey Avenue are zoned Professional Office (CP) and 8268 Arnett Street is zoned Open Space (OS). A ZC request for 11531 Downey Avenue is proposed as part of this application to correct the inconsistency between the General Plan and Zoning Map.

The properties directly to the north and east are also zoned CP and developed with professional offices, medical offices, legal nonconforming single-family residences, and a parking lot. The properties directly to the west are zoned Single-Family Residential (R-1) and developed with single-family homes. Lastly, the property directly to the south is zoned Multifamily Residential (R- 3) and developed with apartments.

Figure A – Street View of Downey Frontage

Figure B – Street View of Arnett Street Frontage

Attachment L
Agenda Page 386
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 4
Figure C - Aerial and Surrounding Uses

DISCUSSION

The project is comprised of five separate requests as follows:

1) A Zone Change is proposed to change the zoning for parcel APN 6255-013-032 (11531 Downey Avenue) from the OS zone to the CP zone.

2) A Site Plan Review evaluates the proposed site changes, landscaping, circulation, and compliance with the DMC for the construction of a new 18,718 square foot YMCA private parks and recreation facility.

3) A Conditional Use Permit is requested to evaluate the operations of the proposed Parks and Recreational Use Facility.

4) A Variance analyzes the request for deviations to Downey Municipal Code Section 9410.12(c), which would otherwise require an existing rear gymnasium to comply with a 46’ (foot) rear setback and variable height requirement.

5) A Lot Merger is proposed to consolidate five (5) separate lot, made up of three (3) LA County Assessors Parcels. This analysis ensures that consolidation of parcels complies with the DMC and Subdivision Map Act.

Zone Change

The project includes a request to amend the zoning designation for the property located at 11531 Downey Avenue (APN 6255-013-032) from the Open Space (OS) zone to the Professional Office (CP) zone. The request is needed in order to correct inconsistencies between the City’s Zoning Subject Site
Multifamily
Office
Single Family
Single Family
Single Family
Office
Parking Lot
Attachment L
Agenda Page 387
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 5
Map and General Plan Designation Map. The General Plan Designation for all three subject properties is Office (O). The corresponding appropriate land use zoning designation for the General Plan designation of Office is the CP zone. The request is a corrective matter, and does not bestow any special privilege upon the property that would not otherwise be permissible in the currenting zoning designation.

Existing Zoning Proposed Zoning
Figure D – Existing and Proposed Zoning Designation

Site Plan Review

The changes to the existing site include the demolition of 53,302 square feet of the existing building, and preservation of an existing 7,625 square foot gymnasium. The proposed new development would consist of a 18,718 square foot, 27-foot high, YMCA recreational use facility.

The site would be developed with various buildings would be comprised of the following components: office space, swimming pool, fitness center, multipurpose room, basketball gymnasium, restrooms, locker rooms, and storage area.

Major development standards and project components are as follows:

Table 1
Development Standards
Standard Proposed Compliance
Lot Size 6,000 sq. ft.
(Minimum)

2.16 Acres
(94,089.6 sq. ft.)
Yes
Lot Coverage 50% (Maximum) 28% Yes
Floor Area Ratio 2.0 (Maximum) .28 Yes
Setbacks:

Front
Rear
Interior Side
Street Side

10 ft.
46 ft.
5 ft.
10 ft.

10 ft.

13.33 ft. (Variance Request)
185 ft.
10 ft.

Yes
No
Yes
Yes
Building Height 75 ft. 27 ft. Main Structure

30.66 ft. Gymnasium
Yes
Yes
Attachment L
Agenda Page 388
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 6
Parking 93 Spaces
1/300 sq. ft. (Health
Club)
3 per Sports Court
93 Standard
5 Compact
Yes
Landscaping 10% of site 10% of site (9,434 sq. ft.) Yes

Table 2
Additional Project Components
Building
Two Recreational Use Facilities:
1) One 18,718 sq. ft. main YMCA facility
(includes: offices, fitness center,
multipurpose room, and basement)
2) One existing 7,625 sq. ft. basketball
gymnasium
Architectural Style Contemporary
Ingress/Egress Two total driveways: one along Downey
Avenue and one along Arnett Street

Architecture

The proposed design of the building is most closely characterized as contemporary style architecture. The new main building would incorporate a mix of materials, including heavy glazing, metal panels, faux wood tiles, rustic block, and concrete. The entrance of the facility and the primary elevation facing Downey Avenue are shown below as Figure D. The frontage of the proposed building facing Arnett Street is shown below as Figure E. The existing gymnasium to the rear of the property would maintain its existing red brick masonry aesthetic, with accent concrete columns.

Figure D – Rendering of Building Entrance (left) and Downey Street Frontage (right)

Attachment L
Agenda Page 389
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 7
Access, Circulation, and Parking

The site is accessible from two frontages, on Downey Avenue and Arnett Street with one driveway opening on each street frontage. Both driveway openings are 26’ wide. The drive aisle widths surrounding the building and in the parking lot are no less than 26’ wide, which allows for maneuvering throughout the site for emergency vehicles.

The site would accommodate 93 standard parking spaces, and 5 compact spaces. Amongst the parking spaces, there will be handicap accessible spaces and electric vehicle charging spaces.

The parking provided complies with the requirements of the DMC and is detailed in Table 1 of this report.

Off-site traffic distribution in and out of the site is discussed in the Environmental Analysis section of this report.

Conditional Use Permit

A CUP for the YMCA facility is required due to its land use classification as a Parks and Recreational Use. As described by the applicant, proposed activities to occur on site include:

Sports and Teen Leadership programs, Academic Enrichment and Support, Water Safety and Drowning Prevention for children, teens, and adults, healthy lifestyle programs for mind, body, and spirit for all ages. Added activities include pickle-ball and basketball, as well as sporting competitions.

The YMCA facility would have approximately 100 employees to operate the site, and up to 10 employees present at any given time. The hours of operation are noted below in Table 3.

Table 3
Hours of Operation
Monday - Friday 6:00 am – 9:00 pm
Saturday 8:00 am – 4:00 pm
Sunday 12:00 pm – 5:00 pm

Variance

The proposed variance is a request to deviate from Downey Municipal Code Section 9410.12(c).

The variance is requested in order to retain the gymnasium structure in its current legal non- conforming location with a rear setback of 13.33’ (feet) and height of 25.83’ (feet). Strict compliance with the code would otherwise mean that the structure relinquishes all legal nonconforming privileges and requires that a larger portion of the existing structure be demolished to accommodate a required 46’ (foot) rear setback.

A variance request is prompted due to the amount of proposed demolition of the existing structure.

In summary, DMC section 9410.12(c) allows the continuance of legal nonconformities when less than 50% of a structure is being demolished. In this particular case, the project proposes the demolition of 53,302 square feet which constitutes roughly 87.5% of the existing structure.

Therefore, the existing structure is required to comply with all current development standards and may not retain a 13.33’ rear setback.

Attachment L
Agenda Page 390
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 8
The variance is deemed necessary because the existing YMCA facility presents a unique circumstance related to how the site is operated and was constructed. The existing YMCA facility appears to be one structure because all of its separate components are attached. However, the overall facility presents a unique circumstance because various portions of its structure rely on completely independent structural and architectural components. Unlike a traditional structure, the gymnasium is more so built as a separate abutting structure. The gymnasium is completely enclosed and sustained by its own individual walls and foundation. In addition, the gymnasium could remain in place without any support from surrounding structures or retrofitting. Therefore, because the gymnasium can stand independently it is reasonable to determine that it is a separate structure from the rest of the overall YMCA building. In this case, the gymnasiums’ setback may be granted, through a variance, with the same legal nonconforming rights granted to detached standalone structures. If the gymnasium were completely detached then DMC Section 9410.12(c) would not apply and the structure would be able to remain in place by right. Therefore, once again the particular way in which the structure was designed and built presents a unique circumstance that supports the approval of the requested variance.

Lot Merger

The applicant proposes the consolidation of three separate Assessor’s Parcel Numbers (6255- 013-032, 6255-013-033, AND 6255-013-034). The combined size of the lots is 2.16 acres. The parcels are legally established and can be found as Parcels 1, 2, 3, 4 and 5 as recorded in Deed Book 1, Pages 156 and 158. The parcels are also identified as lots 32, 33, and 34 in the assessor’s book number 6255 Page 13 of the County of Los Angeles. The proposed legal description and map are provided in Exhibit F of this report.

The lot merger is one of multiple appropriate procedures outlined in the Subdivision Map Act to facilitate the consolidation of multiple parcels. The properties are required, in this case, to merge the parcels in order to facilitate development across all existing parcels, which would otherwise be prohibited by the California Building Code. Other methods of consolidation include lot ties or a “Parcel Map”. No one method supersedes another concerning the proposed consolidation. The method was selected by the applicant in coordination with the City’s Public Works Department as the most efficient consolidation method for this project.

DEVELOPMENT REVIEW COMMITTEE

The Development Review Committee (DRC) discussed and evaluated the project as it pertains to Planning, Police, Fire, Public Works, and Building and Safety matters. The outside departments expressed no concerns or opposition to the project and issued standard conditions of approval.

Recommended conditions of approval have been included in the attached Project Resolutions, Exhibit B, C, and D.

ENVIRONMENTAL ANALYSIS

Staff has reviewed the proposed application for compliance with the California Environmental Quality Act (CEQA). Upon completion of this review, staff has determined that this request is categorically exempt from CEQA, pursuant to Guideline Section No. 15332 (Class 32 – In-fill Development Projects). Class 32 exemptions consist of projects in urban areas on lots equal to or less than 5 acres and that do not exhibit any potential to produce an environmental impact.

Attachment L
Agenda Page 391
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 9
A series of technical studies were submitted to support the above environmental determination.

The studies include analysis of impacts related to Noise, Air Quality and Greenhouse Gas Emissions, Cultural Resources, and Traffic. A summary of each technical study is provided below.

Noise

Noise levels generated by temporary construction and long-term operations will not exceed the City’s noise ordinance. Construction activity is expected to produce noise at a maximum level of

78.8 dBA. The DMC restricts construction noise to between 7:00 a.m. and 9:00 p.m., with a maximum level of 85 dBA at property boundaries.

Long term operational noise will occur from the pickleball court, rooftop air conditioning units, and vehicle noise from the parking lot. Operational noise levels will peak at 47.8 dBA during the day and 43.0 dBA at night. The DMC restricts noise in proximity to residential zones to a maximum of 55 dBA during the day, and 45 dBA at night. Additionally, in an effort to control noise, the Project will feature a 10-foot Acoustifence around the pickleball court and will close it at night.

Air Quality and Greenhouse Gas Emissions

The proposed Project will not produce emission exceeding thresholds established by the local Air Quality Management District (AQMD) for both short term emissions during construction and long- term emissions from normal operation. In addition, emissions are expected to be lower compared to current uses. Below in Table 4 are the operational Air Quality & Greenhouse Gas Assessment measurements compared to AQMD thresholds.

Table 4
Total Project Regional Operational Emissions
Source VOC NO x CO SO x PM 10 PM 2.5
Mobile Source 2.45 1.59 17.88 0.04 3.69 0.95
Area Source 0.83 0.01 1.19 0.00 0.00 0.00
Energy Source 0.02 0.32 0.26 0.00 0.02 0.02
Total Max Daily
Emissions 3.30 1.92 19.33 0.04 3.71 0.98
AQMD 55 55 550 150 150 55
Threshold
Exceeded?
No No No No No No

Cultural Resources

The Cultural Resources analysis surveyed the subject site and evaluated its potential eligibility for the California Register of Historical Resources. When analyzing the criteria for eligibility it was determined the site was determined not eligible for the State’s historic register. Specifically, the analysis further finds cannot be tied to the historic development of the neighborhood, none of the properties are associated with significant individuals, significant architectural examples, nor are they able to provide more information with regards to the history of the city of Downey.

Although not required, recommended conditions of approval are provided in the cultural analysis related to the discovery of human remains and Native American tribal artifacts.

Attachment L
Agenda Page 392
Attachment B

PLN-23-00168 – 11521 Downey Avenue, 11531 Downey Avenue, and 8268 Arnett Street August 21, 2024 - Page 10
Traffic

A traffic assessment and Vehicles Miles Traveled (VMT) assessment were completed in an effort to determine whether a formal Traffic Impact Analysis and a VMT analysis would be required.

Neither assessment determined that the proposed project would produce environmental impacts, and formal technical studies are not required. The results of the traffic assessment find that the proposed project would generate a gross 790 daily vehicle trips, and a net daily trip count of -608.

A negative net trips is generated because the previous YMCA facility generated 1,398 daily trips, or 608 more trips than the new facility.

The VMT assessment finds that a formal VMT analysis is not required because the project’s net total daily trips do not exceed Los Angeles County guideline thresholds requiring formal analysis.

The VMT assessment conducted for this project is the same that would be conducted for advanced California Environmental Quality Act procedures to determine if additional VMT considerations are required.

PUBLIC OUTREACH & CORRESPONDENCE

On August 8, 2024, the notice of the pending public hearing was published in the Downey Patriot and mailed to all residents and property owners within 500’ of the subject site.

As of the date of that this report was published, staff has received no correspondence in response to the public notice.

CONCLUSION

Based on the analysis contained within this report, staff concludes that the proposed Site Plan Review, Conditional Use Permit, Variance, Zone Change, and Lot Merger (PLN-23- 00168), are consistent with the goals and policies outlined in the General Plan, as well as all development standards within the DMC with the exception of deviation to DMC Section 9410.12(c) (Additions, Enlargement, and Remodels). Furthermore, staff concludes that all findings required for approval can be made in a positive manner.

EXHIBITS

A. Maps
B. Draft Resolution No. 24-4035 (Zone Change)
C. Draft Resolution No. 24-4036 (Site Plan Review, Conditional Use Permit, And Variance) D. Draft Resolution No. 24-4037 (Lot Merger)
E. Letter of Operations
F. Plans
G. Lot Merger
H. CEQA Exemption Technical Studies

1. Categorical Exemption Memo

2. Noise Assessment

3. Air Quality and Greenhouse Gas Assessment

4. Cultural Resources Study

5. Trip Generation Assessment

6. Vehicle Miles Traveled (VMT) Evaluation
I. Staff Memos – Peer Review of Trip Generation Assessment and VMT Evaluation Attachment L
Agenda Page 393
Attachment B

Downey City CouncilOctober 22, 2024

Downey City Council
October 22, 2024