Urban Crossroads determined that the revised Design Review applications would result in the same or fewer/lesser impacts on the environment for the aforementioned topics in comparison to the conclusions presented in the technical studies prepared to support the EIR having SCH No. 2022110389.
Accordingly, no additional analysis is needed and no recirculation of the EIR is required. To supplement the Project record, please see the attached Supplemental Assessment, dated October 19, 2023, from Urban Crossroads.
Sincerely,
T&B PLANNING, INC.
Tracy Zinn
Principal
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DATE: October 19, 2023
TO: Tracy Zinn, T&B Planning, Inc.
FROM: Charlene So, Urban Crossroads, Inc.
JOB NO: 14581-05 Memo
OLEANDER & SANTA ANA WAREHOUSES (PAM22-013)
SUPPLEMENTAL ASSESSMENT
Urban Crossroads, Inc. is pleased to submit this Supplemental Assessment for Oleander & Santa Ana Warehouses development (Project), which is located north of Sant Ana Avenue and on either side of Oleander Avenue as well as the northeast corner of Citrus Avenue at Santa Ana Avenue in the City of Fontana. The purpose of the following supplemental assessment is to determine the effects of the proposed site plan changes shown on Exhibit 1 which include reductions in building square footage and changes to site access. Specifically, determine if there are changes to the conclusions summarized in the following technical studies as a result of the proposed site plan changes:
• Oleander and Santa Ana Vehicle Miles Traveled (VMT) Analysis, dated February 17, 2023
• Oleander & Santa Ana Warehouses Traffic Analysis, dated May 11, 2023 • Oleander & Santa Ana Warehouse Air Quality Impact Analysis, dated December 2, 2022
• Oleander & Santa Ana Warehouse Energy Analysis, dated December 2, 2022
• Oleander & Santa Ana Warehouse Greenhouse Gas Analysis, dated December 2, 2022
• Oleander & Santa Ana Warehouse Mobil Source Health Risk Assessment, dated December 2, 2022
• Oleander & Santa Ana Warehouses Noise and Vibration Analysis, dated December 4, 2022
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EXHIBIT 1: PROPOSED SITE PLAN
PROJECT
PREVIOUSLY EVALUATED
All technical studies prepared previously evaluated a total of 540,849 square feet of warehousing use between 3 buildings:
• Warehouse Building 1: 151,618 square feet
• Warehouse Building 2: 196,336 square feet
• Warehouse Building 3: 192,895 square feet
• Although not a part of the Project, Parcel A (5.03-acre parcel located between Building 1 and Building 2) was also evaluated assuming up to 131,464 square feet of general light industrial use.
The following driveways and access assumptions were evaluated previously (all driveways assuming full access or no left turn restrictions):
• Driveway 1 on Citrus Avenue: passenger cars and truck access (Building 1) • Driveway 2 on Santa Ana Avenue: passenger car access only (Building 1) • Driveway 3 on Santa Ana Avenue: passenger car access only (Building 2) • Driveway 4 on Oleander Avenue: passenger car and truck access (Building 2 and Building 3)
• Driveway 5 on Oleander Avenue: passenger car access only (Building 2 and Building 3) • Driveway 6 on Santa Ana Avenue: passenger car access only (Building 3) 1044
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CURRENTLY PROPOSED
The Project now proposes the development of 522,030 square feet of warehousing use between 3 buildings:
• Warehouse Building 1: 150,990 square feet
• Warehouse Building 2: 186,540 square feet
• Warehouse Building 3: 184,500 square feet
As shown on Exhibit 1, the following driveways and access changes are proposed with the current site plan (all driveways assuming full access or no left turn restrictions):
• Driveway 1 on Citrus Avenue: passenger car (and fire) access only (Building 1) • Driveway 2 on Santa Ana Avenue: passenger car and truck access (Building 1) • Driveway 3 on Santa Ana Avenue: truck access only (Building 2) • Driveway 4 on Oleander Avenue: passenger car (and fire) access only (Building 2 and Building 3)
• Driveway 5 on Oleander Avenue: passenger car access only (Building 2) • Driveway 6 on Santa Ana Avenue: truck access only (Building 3) • Driveway 7 on Santa Ana Avenue: passenger car access only (Building 3) There are no changes proposed to Parcel A as part of this supplemental assessment.
VEHICLE MILES TRAVELED (VMT) ASSESSMENT
In the Oleander and Santa Ana Vehicle Miles Traveled (VMT) Analysis, dated February 17, 2023 (referred to as 2023 VMT Analysis); the VMT analysis evaluated 540,849 square feet of warehousing use between 3 buildings. The VMT analysis concluded that the Project would result in a significant and unavoidable impact. As proposed the Project will now include a total of 522,030 square feet of warehousing use between 3 buildings, a net reduction of 18,819 square feet. The nominal reduction in total building square footage would not result in any new or increased VMT impact. The Project, as proposed to include 522,030 square feet of warehousing use between 3 buildings remains significant and unavoidable.
LEVEL OF SERVICE (LOS) BASED TRAFFIC ASSESSMENT
The Oleander & Santa Ana Warehouses Traffic Analysis, dated May 11, 2023 (referred to as 2023 Traffic Study), evaluated 540,849 square feet of warehousing use between 3 buildings (see Attachment A for excerpts from the 2023 Traffic Study). The proposed site plan changes the proposed trip distribution patterns based on the revised access assumptions. In addition, the latest site plan reduces the overall square footage to 522,030 square feet of warehousing use.
The updated trip generation tables for the proposed Project are included in Attachment B along with the modified Project trip distribution patterns. There are no changes to the assumptions for Parcel A, which lies between Building 1 and Building 2 on Santa Ana Avenue.
In order to determine the potential effects to the peak hour intersection operations as a result of the updated site plan, the site adjacent intersections of Citrus Avenue and Oleander Avenue on Santa Ana Avenue along with all Project driveways have been re-assessed. Results have also been compared to those presented in the 2023 Traffic Study for Horizon Year (20450) traffic conditions 1045
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only (as this scenario reflects the highest volumes and potential deficiencies). Other study area intersections evaluated in the 2023 Traffic Study along Citrus Avenue north of the Project have not been evaluated as part of this assessment since the peak hour intersection operations at those locations would remain the same or would improve from the results presented in the 2023 Traffic Study. As shown on Table 1, the affected study area intersections are anticipated to continue to operate at an acceptable level of service (LOS) consistent with the 2023 Traffic Study.
Intersection operations analysis worksheets for Horizon Year (2040) With Project conditions are provided in Attachment C.
TABLE 1: INTERSECTION ANALYSIS FOR HORIZON YEAR (2040) CONDITIONS Based on the analysis results presented in Table 1, there are no changes to off-site deficiencies or improvement needs due to the latest site plan changes. Similarly, the site access intersection improvements remain consistent with the 2023 Traffic Study with the exception of Driveway 5 on Oleander Avenue which now only serves Building 2 and Driveway 7 on Santa Ana Avenue which is a new driveway. Driveway 7 should be constructed with a stop control for southbound egress traffic and accommodate an eastbound left turn lane within the painted median (two-way-leftturn-lane).
Due to the typical wide turning radius of large trucks, a truck turning template has been overlaid on the site plan at each applicable Project driveway anticipated to be utilized by heavy trucks in order to determine appropriate curb radii and to verify that trucks will have sufficient space to execute turning maneuvers. A WB-67 truck (53-foot trailer) has been utilized for the purposes of this assessment. Truck turns have been shown at Driveway 2, Driveway 3, and Driveway 6 on Santa Ana Avenue. The proposed driveways are anticipated to accommodate the ingress and egress of heavy trucks as currently designed (see Attachment D).
Level of Level of
Service Service
AM PM AM PM AM PM AM PM
4 Citrus Av. & Driveway 1 CSS 13.4 15.9 B C 13.4 15.9 B C 5 Citrus Av. & Santa Ana Av. TS 34.1 30.1 C C 34.1 30.1 C C 6 Driveway 2 & Santa Ana Av. CSS 10.3 10.5 B B 10.3 10.5 B B 7 Driveway 3 & Santa Ana Av. CSS 10.7 11.1 B B 10.7 11.1 B B 9 Oleander Av. & Driveway 4 CSS 11.0 10.0 B B 11.0 10.0 B B 10 Oleander Av. & Driveway 5 CSS 11.0 10.0 B B 10.2 9.4 B A 11 Oleander Av. & Santa Ana Av. TS 18.4 16.6 B B 18.4 16.6 B B 12 Driveway 6 & Santa Ana Av. CSS 11.3 10.8 B B 11.3 10.8 B B * Driveway 7 & Santa Ana Av. CSS 10.6 10.1 B B
1 2 TS = Traffic Signal; CSS = Cross-street Stop; CSS = Improvement Does Not Exist
(secs.)
Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single # Intersection
Traffic
Control2
2023 Traffic Study Updated Project
Delay1 Delay1
(secs.)
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AIR QUALITY, GREENHOUSE GAS, ENERGY, AND HEALTH RISK ASSESSMENT The Oleander & Santa Ana Warehouse Air Quality Impact Analysis, Oleander & Santa Ana Warehouse Greenhouse Gas Analysis, Oleander & Santa Ana Warehouse Energy Analysis, and Oleander & Santa Ana Warehouse Health Risk Assessment dated December 2, 2022 (collectively referred to as 2022 AQ/GHG/EA/HRA Reports), evaluated 540,849 square feet of warehousing use between 3 buildings. The proposed site plan changes the proposed trip distribution patterns based on the revised access assumptions. In addition, the latest site plan reduces the overall square footage to 522,030 square feet of warehousing use. The findings and conclusions contained in the 2022 AQ/GHG/EA/HRA Reports would be unchanged and likely overstate the potential impacts associated with the Project since the previously completed analysis is based on a larger square footage which consequently results in more trips and emissions. Lastly, the modification of trip distribution, specifically for trucks that will now utilize Santa Ana Avenue in lieu of Jurupa Avenue would result in fewer impacts than those identified in the 2022 AQ/GHG/EA/HRA Reports since the revised distribution would result in a shorter route for trucks to travel.
NOISE AND VIBRATION ASSESSMENT
The Oleander & Santa Ana Warehouse Noise Impact Analysis dated December 4, 2022 (referred to as 2022 Noise Report), evaluated 540,849 square feet of warehousing use between 3 buildings. The proposed site plan changes the proposed trip distribution patterns based on the revised access assumptions. In addition, the latest site plan reduces the overall square footage to 522,030 square feet of warehousing use. The findings and conclusions contained in the 2022 Noise Report would be unchanged and likely overstate the potential impacts associated with the Project since the previously completed analysis is based on a larger square footage which consequently results in more trips and additional noise sources. Lastly, the modification of trip distribution, specifically for trucks that will now utilize Santa Ana Avenue in lieu of Jurupa Avenue would result in lower noise levels than those identified in the 2022 Noise Report since the revised distribution would result in trucks traveling shorter distances and where the Project’s contribution to traffic increases would be lower.
If you have any questions or comments, I can be reached at [email protected]. 1047
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ATTACHMENT A: EXCERPTS FROM THE 2023 TRAFFIC STUDY
1048
OLEANDER & SANTA
ANA WAREHOUSES
(PAM22-013)
TRAFFIC ANALYSIS
Reference Number Agency Date
14581-04 TA Report City of Fontana May 11, 2023
PREPARED BY: Charlene So | [email protected]
Connor Paquin | [email protected]
Aric Evatt | [email protected]
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4 EXHIBIT 1-2: PRELIMINARY SITE PLAN
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7 EXHIBIT 1-3: STUDY AREA
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8 TABLE 1-2: SUMMARY OF LOS
1.5.1 EXISTING (2022) CONDITIONS
All of the study area intersections are currently operating at an acceptable LOS during the weekday AM and PM peak hours.
1.5.2 OPENING YEAR CUMULATIVE (2025) CONDITIONS
The study area intersections are anticipated to continue operate at an acceptable LOS under Opening Year Cumulative (2025) Without Project and With Project traffic conditions, with the exception of the following intersections:
• Citrus Avenue & I-10 Eastbound Ramps (#2) – LOS E AM peak hour only • Citrus Avenue & Slover Avenue (#3) – LOS E AM and PM peak hours
1.5.3 HORIZON YEAR (2040) CONDITIONS
The study area intersections are anticipated to continue operate at an acceptable LOS under Horizon Year (2040) Without Project traffic conditions, with the exception of the following intersections:
• Citrus Avenue & I-10 Eastbound Ramps (#2) – LOS E AM peak hour only • Citrus Avenue & Slover Avenue (#3) – LOS F AM and PM peak hours Although the addition of Project traffic is not anticipated to result in any new deficiencies, the intersection of Citrus Avenue and the I-10 Eastbound Ramps would operate at LOS F in the AM peak hour only.
# Intersection AM PM AM PM AM PM AM PM AM PM
1 Citrus Av. & I-10 WB Ramps
2 Citrus Av. & I-10 EB Ramps
3 Citrus Av. & Slover Av.
4 Citrus Av. & Driveway 1 N/A N/A N/A N/A N/A N/A
5 Citrus Av. & Santa Ana Av.
6 Driveway 2 & Santa Ana Av. N/A N/A N/A N/A N/A N/A
7 Driveway 3 & Santa Ana Av. N/A N/A N/A N/A N/A N/A
8 Oleander Av. & Slover Av.
9 Oleander Av. & Driveway 4 N/A N/A N/A N/A N/A N/A
10 Oleander Av. & Driveway 5 N/A N/A N/A N/A N/A N/A
11 Oleander Av. & Santa Ana Av.
12 Driveway 6 & Santa Ana Av. N/A N/A N/A N/A N/A N/A
= A - C = D - E = F
Horizon Year (2040)
Existing With Project
Opening Year
Cumulative
(2025) Without
Project
Opening Year
Cumulative
(2025) With
Project
Horizon Year
(2040) Without
Project
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10 EXHIBIT 1-4: SITE ACCESS RECOMMENDATIONS
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13 TABLE 1-3: SUMMARY OF IMPROVEMENTS AND ROUGH ORDER OF MAGNITUDE COSTS 2025 With Project 2040 With Project
st ated
Cost3,4
2 Citrus Av. & I-10 EB Ramps Caltrans Add EB right turn lane Same Fees Yes $0 -- $0 Total: $0 $0
3 Citrus Av. & Slover Av. Fontana Add SB right turn lane Same Fees Yes $0 -- $0 Modify the traffic signal to
implement overlap phasing for
the SB and WB right turn lanes
Same Fees Yes $0 $0
Total: $0 $0
Total Cost for Improvements $0 $0
Total Project Fair Share Contribution to the City of Ontario (non-DIF/other) 6 Total Project Fair Share Contribution to Caltrans 7
1 Improvements included in regional/City DIF programs have been identified as such. 2 Program improvements constructed by project may be eligible for fee credit. In lieu fee payment is at the discretion of the City. 3 Costs have been estimated using the data provided in Appendix "G" of the CMP (2003 Update) for preliminary construction costs with an application of 1.77 factor to adjust costs to 2022. 4 Total project fair share contribution consists of the improvements which are not already included in a pre-existing fee program. 5 Rough order of magnitude cost estimate.
6 Total project fair share contribution consists of the improvements which are not already included in a fee program for those intersections wholly or partially within the City of Fontana. 7 Total project fair share contribution consists of the improvements which are not already included in a fee program for those intersections under the jurisdiction of Caltrans. $0
$0
# Intersection Location Jurisdiction
Project
Responsibility
Improvements
in DIF1,2 Project Fair
Share
Fair Share
Cost5
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37 4 PROJECTED FUTURE TRAFFIC
This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. The Project is proposed to consist of 540,849 square feet of warehouse use between 3 warehouse buildings:
• Warehouse building 1: 151,618 square feet
• Warehouse building 2: 193,336 square feet
• Warehouse building 3: 192,895 square feet
Vehicular access will be provided via one driveway on Citrus Avenue, three driveways on Santa Ana Avenue, and two driveways on Oleander Avenue (all driveways are full access). Driveways 1 and 4 will provide access for both passenger cars and trucks, while Driveways 2, 3, 5, and 6 will provide access for passenger cars only. Regional access to the Project site is available from the I-10 Freeway via Citrus Avenue.
4.1 PROJECT TRIP GENERATION
4.1.1 PROPOSED PROJECT
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.
In order to develop the traffic characteristics of the proposed Project, trip-generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation. For purposes of this analysis, the following land use code and vehicle mix has been utilized for each building:
• ITE land use code 150 (Warehousing) has been used to derive site specific trip generation estimates for the total square footage of all 3 buildings. A warehouse is primarily devoted to the storage of materials but may also include office and maintenance areas. The vehicle mix has been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%.
Refinements to the raw trip generation estimates have been made to provide a more detailed breakdown of trips between passenger cars and trucks. Trip generation for heavy trucks was further broken down by truck type (or axle type). The total truck percentage is comprised of 3 different truck types: 2-axle, 3-axle, and 4+-axle trucks. 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 in City’s Guidelines.
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38 The Project trip generation rates are provided in Table 4-1. Trip generation summary for the Project in actual vehicles is shown in Table 4-2. As shown in Table 4-2, the Project is anticipated to generate a total of 928 two-way trips per day with 88 AM peak hour trips and 99 PM peak hour trips (actual vehicles). The trip generation summary for the Project in PCE is shown in Table 4-2. For the purposes of the peak hour intersection operations analyses, the PCE trip generation has been utilized.
TABLE 4-1: PROJECT TRIP GENERATION RATES
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars (AM=88.2%, PM=83.3%, Daily=64.9%) 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (AM=1.97%, PM=2.79%, Daily=5.86%) 0.002 0.001 0.003 0.003 0.002 0.005 0.100 3-Axle Trucks (AM=2.44%, PM=3.46%, Daily=7.27%) 0.002 0.002 0.004 0.003 0.003 0.006 0.124 4+-Axle Trucks (AM=7.39%, PM=10.45%, Daily=21.97%) 0.007 0.006 0.013 0.010 0.009 0.019 0.376 Passenger Car Equivalent (PCE) Trip Generation Rates6
Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (PCE = 2.0) 0.004 0.003 0.007 0.006 0.004 0.010 0.200 3-Axle Trucks (PCE = 2.5) 0.005 0.005 0.010 0.008 0.008 0.016 0.311 4+-Axle Trucks (PCE = 3.0) 0.021 0.017 0.038 0.030 0.026 0.056 1.127 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.
Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.
Daily
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39 TABLE 4-2: PROJECT TRIP GENERATION SUMMARY (ACTUAL VEHICLES) Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:
Building 1: Warehousing 151.618 TSF
Passenger Cars: 18 5 23 5 18 23 168
2-axle Trucks: 0 0 0 0 0 0 16
3-axle Trucks: 0 0 0 0 0 0 20
4+-axle Trucks: 1 1 2 2 1 3 58
Total Truck Trips (Actual Vehicles): 1 1 2 2 1 3 94
Total Trips (Actual Vehicles)2 19 6 25 7 19 26 262
Building 2: Warehousing 196.336 TSF
Passenger Cars: 24 6 30 7 23 30 218
2-axle Trucks: 0 0 0 1 0 1 20
3-axle Trucks: 0 0 0 1 1 2 24
4+-axle Trucks: 1 1 2 2 2 4 74
Total Truck Trips (Actual Vehicles): 1 1 2 4 3 7 118
Total Trips (Actual Vehicles)2 25 7 32 11 26 37 336
Building 3: Warehousing 192.895 TSF
Passenger Cars: 23 6 29 7 22 29 214
2-axle Trucks: 0 0 0 1 0 1 20
3-axle Trucks: 0 0 0 1 1 2 24
4+-axle Trucks: 1 1 2 2 2 4 72
Total Truck Trips (Actual Vehicles): 1 1 2 4 3 7 116
Total Trips (Actual Vehicles)2 24 7 31 11 25 36 330
Passenger Cars 65 17 82 19 63 82 600
Trucks 3 3 6 10 7 17 328
Total Trips (Actual Vehicles)2 68 20 88 29 70 99 928
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
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40 TABLE 4-3: PROJECT TRIP GENERATION SUMMARY (PCE)
Land Use Quantity Units1 In Out Total In Out Total Daily Passenger Car Equivalent (PCE):
Building 1: Warehousing 151.618 TSF
Passenger Cars: 18 5 23 5 18 23 168
2-axle Trucks: 1 0 1 1 1 2 30
3-axle Trucks: 1 1 2 1 1 2 48
4+-axle Trucks: 3 3 6 5 4 9 172
Total Truck Trips (PCE): 5 4 9 7 6 13 250
Total Trips (PCE)2 23 9 32 12 24 36 418
Building 2: Warehousing 196.336 TSF
Passenger Cars: 24 6 30 7 23 30 218
2-axle Trucks: 1 1 2 1 1 2 40
3-axle Trucks: 1 1 2 1 2 3 62
4+-axle Trucks: 4 3 7 6 5 11 222
Total Truck Trips (PCE): 6 5 11 8 8 16 0
Total Trips (PCE)2 30 11 41 15 31 46 218
Building 3: Warehousing 192.895 TSF
Passenger Cars: 23 6 29 7 22 29 214
2-axle Trucks: 1 1 2 1 1 2 40
3-axle Trucks: 1 1 2 1 2 3 60
4+-axle Trucks: 4 3 7 6 5 11 218
Total Truck Trips (PCE): 6 5 11 8 8 16 318
Total Trips (PCE)2 29 11 40 15 30 45 532
Passenger Cars 65 17 82 19 63 82 600
Trucks 17 14 31 23 22 45 568
Total Trips (PCE)2 82 31 113 42 85 127 1,168
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
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41 4.1.2 PARCEL A
Although not part of the proposed Project, the 5.03-acre parcel (Parcel A) located between Building 1 and Building 2 has been evaluated as part of this traffic study with the proposed zoning and land use changes and assumes the development of up to 131,464 square feet of general light industrial use (assumes the maximum 0.60 floor-to-area ratio for the 5.03-acre parcel). This underlying land use evaluation has been conducted for Horizon Year (2040) With Project traffic conditions only.
In order to develop the traffic characteristics of the future Parcel A, trip-generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation. For purposes of this analysis, the following land use code and vehicle mix has been used for Parcel A (see also Table 4-4) in an effort to develop the most conservative trip generation for the parcel:
• ITE land use code 110 (General Light Industrial) has been used to derive site specific trip generation estimates for Parcel A (5.03-acre parcel x 0.6 FAR x 43,560 SF/acre). A light industrial facility is a freestanding facility devoted to a single use that has an emphasis on activities other than manufacturing.
Typically, there is minimum office space. The vehicle mix has been obtained from the ITE’s Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%.
TABLE 4-4: PARCEL A TRIP GENERATION RATES
Parcel A is anticipated to generate a total of 640 two-way trips per day on a typical weekday with 97 AM peak hour trips and 84 PM peak hour trips as shown in Table 4-5 (in actual vehicles). For the purposes of the operations analysis, the PCE values shown in Table 4-5 will be used consistent with the City’s Guidelines. These trip generation calculations have been utilized for Parcel A under Horizon Year (2040) With Project traffic conditions only for the purposes of this traffic study.
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
General Light Industrial3 TSF 110 0.651 0.089 0.740 0.091 0.559 0.650 4.870 Passenger Cars 0.645 0.085 0.730 0.086 0.554 0.640 4.620 2-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.042 3-Axle Trucks 0.001 0.001 0.002 0.001 0.001 0.002 0.052 4+-Axle Trucks 0.004 0.002 0.006 0.003 0.003 0.006 0.157 Passenger Car Equivalent (PCE) Trip Generation Rates6
General Light Industrial3 TSF 110 0.651 0.089 0.740 0.091 0.559 0.650 4.870 Passenger Cars 0.645 0.085 0.730 0.086 0.554 0.640 4.620 2-Axle Trucks (PCE = 2.0) 0.002 0.001 0.003 0.002 0.001 0.003 0.084 3-Axle Trucks (PCE = 2.5) 0.003 0.003 0.005 0.003 0.003 0.005 0.129 4+-Axle Trucks (PCE = 3.0) 0.012 0.007 0.019 0.009 0.010 0.019 0.470 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.
Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.
Daily
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42 TABLE 4-5: PARCEL A TRIP GENERATION SUMMARY
4.2 PROJECT TRIP DISTRIBUTION
The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. Trip distribution is the process of identifying the probable destinations, directions or traffic routes that will be utilized by Project traffic. The potential interaction between the planned land uses and surrounding regional access routes are considered, to identify the route where the Project traffic would distribute. Separate distributions have been developed for passenger cars and trucks. Pursuant to discussions with the City of Fontana, trucks from Buildings 2 and 3 will utilize Oleander Avenue to head south to Jurupa Avenue, then head west to Citrus Avenue and north to access the I-10 Freeway. Exhibits 4-1 and 4-2 illustrate the passenger car and truck trip distribution patterns through the study area intersections, respectively. The trip distribution patterns for Parcel A are shown on Exhibit 4-3 (external trip distribution patterns are similar to those shown on Exhibit 4-1 and Exhibit 4-2 for the Project).
4.3 MODAL SPLIT
The potential for Project trips (non-truck) to be reduced by the use of public transit, walking or bicycling have not been included as part of the Project’s estimated trip generation. Essentially, the Project’s traffic projections are "conservative" in that these alternative travel modes would reduce the forecasted traffic volumes.
Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:
General Light Industrial 131.464 TSF
Passenger Cars: 85 11 96 11 73 84 608
2-axle Trucks: 0 0 0 0 0 0 6
3-axle Trucks: 0 0 0 0 0 0 6
4+-axle Trucks: 1 0 1 0 0 0 20
Total Truck Trips (Actual Vehicles): 1 0 1 0 0 0 32
Total Trips (Actual Vehicles)2 86 11 97 11 73 84 640
Passenger Car Equivalent (PCE):
General Light Industrial 131.464 TSF
Passenger Cars: 85 11 96 11 73 84 608
2-axle Trucks: 0 0 0 0 0 0 12
3-axle Trucks: 0 0 1 0 0 1 18
4+-axle Trucks: 2 1 2 1 1 2 62
Total Truck Trips (PCE): 2 1 3 1 1 2 92
Total Trips (PCE)2 87 12 99 12 74 86 700
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
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43 EXHIBIT 4-1: PROJECT (PASSENGER CAR) TRIP DISTRIBUTION 1061
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44 EXHIBIT 4-2: PROJECT (TRUCKS) TRIP DISTRIBUTION
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45 EXHIBIT 4-3: PARCEL A TRIP DISTRIBUTION
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ATTACHMENT B: UPDATED PROJECT TRIP GENERATION AND
DISTRIBUTION PATTERNS
1064
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TABLE B-1: TRIP GENERAITON RATES (CONSISTENT WITH 2023 TRAFFIC STUDY) ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars (AM=88.2%, PM=83.3%, Daily=64.9%) 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (AM=1.97%, PM=2.79%, Daily=5.86%) 0.002 0.001 0.003 0.003 0.002 0.005 0.100 3-Axle Trucks (AM=2.44%, PM=3.46%, Daily=7.27%) 0.002 0.002 0.004 0.003 0.003 0.006 0.124 4+-Axle Trucks (AM=7.39%, PM=10.45%, Daily=21.97%) 0.007 0.006 0.013 0.010 0.009 0.019 0.376 Passenger Car Equivalent (PCE) Trip Generation Rates6
Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (PCE = 2.0) 0.004 0.003 0.007 0.006 0.004 0.010 0.200 3-Axle Trucks (PCE = 2.5) 0.005 0.005 0.010 0.008 0.008 0.016 0.311 4+-Axle Trucks (PCE = 3.0) 0.021 0.017 0.038 0.030 0.026 0.056 1.127 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.
Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.
Daily
1065
14581-05 Memo
TABLE B-2: PROJECT TRIP GENERATION (ACTUAL VEHICLES)
Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:
Building 1: Warehousing 150.990 TSF
Passenger Cars: 18 5 23 5 17 22 168
2-axle Trucks: 0 0 0 0 0 0 16
3-axle Trucks: 0 0 0 0 0 0 20
4+-axle Trucks: 1 1 2 2 1 3 58
Total Truck Trips (Actual Vehicles): 1 1 2 2 1 3 94
Total Trips (Actual Vehicles)2 19 6 25 7 18 25 262
Building 2: Warehousing 186.540 TSF
Passenger Cars: 22 6 28 6 22 28 208
2-axle Trucks: 0 0 0 1 0 1 20
3-axle Trucks: 0 0 0 1 1 2 24
4+-axle Trucks: 1 1 2 2 2 4 70
Total Truck Trips (Actual Vehicles): 1 1 2 4 3 7 114
Total Trips (Actual Vehicles)2 23 7 30 10 25 35 322
Building 3: Warehousing 184.500 TSF
Passenger Cars: 22 6 28 6 21 27 206
2-axle Trucks: 0 0 0 1 0 1 18
3-axle Trucks: 0 0 0 1 1 2 24
4+-axle Trucks: 1 1 2 2 2 4 70
Total Truck Trips (Actual Vehicles): 1 1 2 4 3 7 112
Total Trips (Actual Vehicles)2 23 7 30 10 24 34 318
Passenger Cars 62 17 79 17 60 77 582
Trucks 3 3 6 10 7 17 320
Total Trips (Actual Vehicles)2 65 20 85 27 67 94 902
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
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14581-05 Memo
TABLE B-3: PROJECT TRIP GENERATION (PCE)
Land Use Quantity Units1 In Out Total In Out Total Daily Passenger Car Equivalent (PCE):
Building 1: Warehousing 150.990 TSF
Passenger Cars: 18 5 23 5 17 22 168
2-axle Trucks: 1 0 1 1 1 2 30
3-axle Trucks: 1 1 2 1 1 2 48
4+-axle Trucks: 3 3 6 5 4 9 170
Total Truck Trips (PCE): 5 4 9 7 6 13 248
Total Trips (PCE)2 23 9 32 12 23 35 416
Building 2: Warehousing 186.540 TSF
Passenger Cars: 22 6 28 6 22 28 208
2-axle Trucks: 1 0 1 1 1 2 38
3-axle Trucks: 1 1 2 1 1 2 58
4+-axle Trucks: 4 3 7 6 5 11 210
Total Truck Trips (PCE): 6 4 10 8 7 15 0
Total Trips (PCE)2 28 10 38 14 29 43 208
Building 3: Warehousing 184.500 TSF
Passenger Cars: 22 6 28 6 21 27 206
2-axle Trucks: 1 0 1 1 1 2 38
3-axle Trucks: 1 1 2 1 1 2 58
4+-axle Trucks: 4 3 7 6 5 11 208
Total Truck Trips (PCE): 6 4 10 8 7 15 304
Total Trips (PCE)2 28 10 38 14 28 42 510
Passenger Cars 62 17 79 17 60 77 582
Trucks 17 12 29 23 20 43 552
Total Trips (PCE)2 79 29 108 40 80 120 1,134
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
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EXHIBIT B-1: PROJECT (TRUCK) REVISED TRIP DISTRIBUITON
1068
14581-05 Memo
EXHIBIT B-2: PROJECT (PASSENGER CAR) REVISED TRIP DISTRIBUITON 1069
14581-05 Memo
ATTACHMENT C: HORIZON YEAR (2040) WITH PROJECT
INTERSECTION ANALYSIS WORKSHEETS
1070
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 4: Citrus Av. & Driveway 1 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 2 816 3 6 1189
Future Vol, veh/h 1 2 816 3 6 1189
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 2 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 2 887 3 7 1292
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1549 445 0 0 890 0
Stage 1 889 -----
Stage 2 660 -----
Critical Hdwy 6.8 6.9 - - 4.1 -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 107 566 - - 770 -
Stage 1 367 -----
Stage 2 481 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 106 566 - - 770 -
Mov Cap-2 Maneuver 293 -----
Stage 1 367 -----
Stage 2 477 -----
Approach WB NB SB
HCM Control Delay, s 13.4 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 432 770 -
HCM Lane V/C Ratio - - 0.008 0.008 -
HCM Control Delay (s) - - 13.4 9.7 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0 0 -
1071
Timings Oleander & Santa Ana Warehouses TA (JN:14581)
5: Citrus Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 128 117 37 183 29 537 361 525
Future Volume (vph) 128 117 37 183 29 537 361 525
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 74385216
Permitted Phases
Detector Phase 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 28.4 9.6 28.4 9.6 28.8 9.6 28.8
Total Split (s) 22.0 39.0 15.0 32.0 14.0 46.0 20.0 52.0 Total Split (%) 18.3% 32.5% 12.5% 26.7% 11.7% 38.3% 16.7% 43.3% Yellow Time (s) 3.6 4.4 3.6 4.4 3.6 4.8 3.6 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.4 4.6 5.4 4.6 5.8 4.6 5.8
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 11.4 22.4 6.8 13.1 6.4 26.8 15.9 40.9 Actuated g/C Ratio 0.13 0.25 0.08 0.15 0.07 0.30 0.18 0.46 v/c Ratio 0.59 0.23 0.29 0.57 0.24 0.77 1.19 0.55
Control Delay 49.8 18.5 48.9 23.5 48.6 31.2 148.6 18.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.8 18.5 48.9 23.5 48.6 31.2 148.6 18.2
LOS D B D C D C F B
Approach Delay 30.9 26.0 31.9 57.7
Approach LOS C C C E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 88.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.19
Intersection Signal Delay: 42.4 Intersection LOS: D
Intersection Capacity Utilization 76.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Citrus Av. & Santa Ana Av.
1072
HCM 6th Signalized Intersection Summary Oleander & Santa Ana Warehouses TA (JN:14581) 5: Citrus Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 128 117 77 37 183 154 29 537 237 361 525 304 Future Volume (veh/h) 128 117 77 37 183 154 29 537 237 361 525 304 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 138 126 79 40 197 85 31 577 247 388 565 300 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 175 416 244 68 325 135 57 748 320 365 1080 573 Arrive On Green 0.10 0.19 0.19 0.04 0.13 0.13 0.03 0.30 0.30 0.20 0.47 0.47 Sat Flow, veh/h 1810 2188 1286 1810 2485 1034 1810 2461 1052 1810 2278 1208 Grp Volume(v), veh/h 138 102 103 40 141 141 31 423 401 388 448 417 Grp Sat Flow(s),veh/h/ln 1810 1805 1669 1810 1805 1714 1810 1805 1708 1810 1805 1682 Q Serve(g_s), s 5.7 3.7 4.1 1.7 5.6 5.9 1.3 16.3 16.3 15.4 13.3 13.3 Cycle Q Clear(g_c), s 5.7 3.7 4.1 1.7 5.6 5.9 1.3 16.3 16.3 15.4 13.3 13.3 Prop In Lane 1.00 0.77 1.00 0.60 1.00 0.62 1.00 0.72
Lane Grp Cap(c), veh/h 175 343 317 68 236 224 57 548 519 365 855 797 V/C Ratio(X) 0.79 0.30 0.32 0.59 0.60 0.63 0.54 0.77 0.77 1.06 0.52 0.52 Avail Cap(c_a), veh/h 412 794 734 246 628 597 223 950 899 365 1091 1017 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.7 26.6 26.7 36.2 31.3 31.4 36.5 24.2 24.2 30.5 14.1 14.1 Incr Delay (d2), s/veh 3.0 0.5 0.6 3.0 2.4 2.9 3.0 2.3 2.5 65.1 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 1.5 1.6 0.8 2.5 2.5 0.6 6.5 6.2 12.7 4.6 4.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.7 27.0 27.3 39.2 33.7 34.3 39.4 26.5 26.7 95.6 14.6 14.6 LnGrp LOS DCCDCCDCCFBB
Approach Vol, veh/h 343 322 855 1253
Approach Delay, s/veh 31.0 34.7 27.1 39.7
Approach LOS CCCD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 29.0 7.5 19.9 7.0 42.0 12.0 15.4 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 15.4 40.2 10.4 33.6 9.4 46.2 17.4 26.6 Max Q Clear Time (g_c+I1), s 17.4 18.3 3.7 6.1 3.3 15.3 7.7 7.9 Green Ext Time (p_c), s 0.0 4.9 0.0 1.1 0.0 5.7 0.1 1.4 Intersection Summary
HCM 6th Ctrl Delay 34.1
HCM 6th LOS C
1073
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 6: Santa Ana Av. & Driveway 2 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 8 706 370 2 1 2
Future Vol, veh/h 8 706 370 2 1 2
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 9 767 402 2 1 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 404 0 - 0 805 202
Stage 1 - - - - 403 -
Stage 2 - - - - 402 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1166 - - - 324 811
Stage 1 - - - - 649 -
Stage 2 - - - - 650 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1166 - - - 321 811
Mov Cap-2 Maneuver - - - - 511 -
Stage 1 - - - - 644 -
Stage 2 - - - - 650 -
Approach EB WB SB
HCM Control Delay, s 0.1 0 10.3
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1166 - - - 678
HCM Lane V/C Ratio 0.007 - - - 0.005
HCM Control Delay (s) 8.1 - - - 10.3
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0
1074
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 7: Santa Ana Av. & Driveway 3 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 647 390 2 1 1
Future Vol, veh/h 2 647 390 2 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 703 424 2 1 1
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 426 0 - 0 781 213
Stage 1 - - - - 425 -
Stage 2 - - - - 356 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1144 - - - 336 798
Stage 1 - - - - 633 -
Stage 2 - - - - 686 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1144 - - - 335 798
Mov Cap-2 Maneuver - - - - 521 -
Stage 1 - - - - 632 -
Stage 2 - - - - 686 -
Approach EB WB SB
HCM Control Delay, s 0 0 10.7
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1144 - - - 630
HCM Lane V/C Ratio 0.002 - - - 0.003
HCM Control Delay (s) 8.2 - - - 10.7
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0
1075
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 9: Oleander Av. & Driveway 4 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 2 2 0 1 6 288 6 5 265 5
Future Vol, veh/h 1 0 2 2 0 1 6 288 6 5 265 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 1 0 2 2 0 1 7 313 7 5 288 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 632 635 291 633 634 317 293 0 0 320 0 0 Stage 1 301 301 - 331 331 -------
Stage 2 331 334 - 302 303 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 396 399 753 395 399 728 1280 - - 1251 - - Stage 1 712 669 - 687 649 -------
Stage 2 687 647 - 712 667 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 392 395 753 391 395 728 1280 - - 1251 - - Mov Cap-2 Maneuver 562 537 - 561 537 -------
Stage 1 708 666 - 684 646 -------
Stage 2 682 644 - 707 664 -------
Approach EB WB NB SB
HCM Control Delay, s 10.4 11 0.2 0.1
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1280 - - 676 607 1251 - -
HCM Lane V/C Ratio 0.005 - - 0.005 0.005 0.004 - -
HCM Control Delay (s) 7.8 - - 10.4 11 7.9 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0 0 0 - -
1076
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 10: Oleander Av. & Driveway 5 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 7
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 2 7 297 264 3
Future Vol, veh/h 1 2 7 297 264 3
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 2 8 323 287 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 628 289 290 0 - 0
Stage 1 289 -----
Stage 2 339 -----
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 450 755 1283 - - -
Stage 1 765 -----
Stage 2 726 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 447 755 1283 - - -
Mov Cap-2 Maneuver 611 -----
Stage 1 760 -----
Stage 2 726 -----
Approach EB NB SB
HCM Control Delay, s 10.2 0.2 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1283 - 700 - -
HCM Lane V/C Ratio 0.006 - 0.005 - -
HCM Control Delay (s) 7.8 - 10.2 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0 - -
1077
Timings Oleander & Santa Ana Warehouses TA (JN:14581)
11: Oleander Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 8
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 53 580 24 313 20 127 115 94
Future Volume (vph) 53 580 24 313 20 127 115 94
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 74385216
Permitted Phases
Detector Phase 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 25.4 9.6 22.4 9.6 27.4 9.6 27.4
Total Split (s) 18.0 34.0 14.0 30.0 12.0 39.0 33.0 60.0 Total Split (%) 15.0% 28.3% 11.7% 25.0% 10.0% 32.5% 27.5% 50.0% Yellow Time (s) 3.6 4.4 3.6 4.4 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.4 4.6 5.4 4.6 5.4 4.6 5.4
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 7.5 20.5 6.4 17.6 6.3 14.4 10.0 22.3 Actuated g/C Ratio 0.12 0.33 0.10 0.28 0.10 0.23 0.16 0.36 v/c Ratio 0.27 0.55 0.14 0.48 0.12 0.43 0.43 0.25
Control Delay 35.6 21.3 36.5 21.1 36.7 27.1 34.2 16.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.6 21.3 36.5 21.1 36.7 27.1 34.2 16.4
LOS D C D C D C C B
Approach Delay 22.5 21.9 28.1 24.1
Approach LOS CCCC
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 62
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 23.3 Intersection LOS: C
Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 11: Oleander Av. & Santa Ana Av.
1078
HCM 6th Signalized Intersection Summary Oleander & Santa Ana Warehouses TA (JN:14581) 11: Oleander Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 580 26 24 313 131 20 127 42 115 94 58 Future Volume (veh/h) 53 580 26 24 313 131 20 127 42 115 94 58 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 58 630 24 26 340 101 22 138 39 125 102 49 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 000000000000
Cap, veh/h 100 958 36 55 675 197 48 298 84 164 332 159
Arrive On Green 0.06 0.27 0.27 0.03 0.25 0.25 0.03 0.21 0.21 0.09 0.27 0.27 Sat Flow, veh/h 1810 3546 135 1810 2751 805 1810 1423 402 1810 1211 582 Grp Volume(v), veh/h 58 320 334 26 221 220 22 0 177 125 0 151 Grp Sat Flow(s),veh/h/ln 1810 1805 1876 1810 1805 1751 1810 0 1826 1810 0 1793 Q Serve(g_s), s 1.6 7.9 7.9 0.7 5.3 5.4 0.6 0.0 4.3 3.4 0.0 3.3 Cycle Q Clear(g_c), s 1.6 7.9 7.9 0.7 5.3 5.4 0.6 0.0 4.3 3.4 0.0 3.3 Prop In Lane 1.00 0.07 1.00 0.46 1.00 0.22 1.00 0.32
Lane Grp Cap(c), veh/h 100 488 507 55 443 429 48 0 383 164 0 491 V/C Ratio(X) 0.58 0.66 0.66 0.47 0.50 0.51 0.46 0.00 0.46 0.76 0.00 0.31 Avail Cap(c_a), veh/h 484 1030 1070 339 886 860 267 0 1224 1026 0 1954 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.1 16.2 16.2 23.9 16.3 16.3 24.0 0.0 17.3 22.2 0.0 14.4 Incr Delay (d2), s/veh 2.0 1.5 1.5 2.4 0.9 0.9 2.6 0.0 0.9 2.7 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.9 3.0 0.3 1.9 1.9 0.3 0.0 1.6 1.4 0.0 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.1 17.7 17.7 26.3 17.1 17.3 26.6 0.0 18.2 25.0 0.0 14.8 LnGrp LOS C B B C B B C A B C A B
Approach Vol, veh/h 712 467 199 276
Approach Delay, s/veh 18.3 17.7 19.1 19.4
Approach LOS BBBB
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 15.9 6.1 18.9 5.9 19.1 7.4 17.7 Change Period (Y+Rc), s 4.6 5.4 4.6 5.4 4.6 5.4 4.6 5.4 Max Green Setting (Gmax), s 28.4 33.6 9.4 28.6 7.4 54.6 13.4 24.6 Max Q Clear Time (g_c+I1), s 5.4 6.3 2.7 9.9 2.6 5.3 3.6 7.4 Green Ext Time (p_c), s 0.1 0.9 0.0 3.5 0.0 0.9 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 18.4
HCM 6th LOS B
1079
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 12: Santa Ana Av. & Driveway 6 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 10
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 735 468 2 1 1
Future Vol, veh/h 2 735 468 2 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 50 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 799 509 2 1 1
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 511 0 - 0 914 256
Stage 1 - - - - 510 -
Stage 2 - - - - 404 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1065 - - - 276 749
Stage 1 - - - - 574 -
Stage 2 - - - - 649 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1065 - - - 275 749
Mov Cap-2 Maneuver - - - - 470 -
Stage 1 - - - - 573 -
Stage 2 - - - - 649 -
Approach EB WB SB
HCM Control Delay, s 0 0 11.3
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1065 - - - 578
HCM Lane V/C Ratio 0.002 - - - 0.004
HCM Control Delay (s) 8.4 - - - 11.3
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0
1080
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 13: Santa Ana Av. & Driveway 7 10/19/2023
Horizon Year (2040) Without Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 11
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 11 757 460 2 1 3
Future Vol, veh/h 11 757 460 2 1 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 12 823 500 2 1 3
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 502 0 - 0 937 251
Stage 1 - - - - 501 -
Stage 2 - - - - 436 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1073 - - - 267 755
Stage 1 - - - - 580 -
Stage 2 - - - - 625 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1073 - - - 264 755
Mov Cap-2 Maneuver - - - - 461 -
Stage 1 - - - - 574 -
Stage 2 - - - - 625 -
Approach EB WB SB
HCM Control Delay, s 0.1 0 10.6
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1073 - - - 651
HCM Lane V/C Ratio 0.011 - - - 0.007
HCM Control Delay (s) 8.4 - - - 10.6
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0
1081
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 4: Citrus Av. & Driveway 1 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 3 7 1126 1 4 711
Future Vol, veh/h 3 7 1126 1 4 711
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 2 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 3 8 1224 1 4 773
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1620 613 0 0 1225 0
Stage 1 1225 -----
Stage 2 395 -----
Critical Hdwy 6.8 6.9 - - 4.1 -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 96 440 - - 576 -
Stage 1 245 -----
Stage 2 656 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 95 440 - - 576 -
Mov Cap-2 Maneuver 225 -----
Stage 1 245 -----
Stage 2 651 -----
Approach WB NB SB
HCM Control Delay, s 15.9 0 0.1
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 342 576 -
HCM Lane V/C Ratio - - 0.032 0.008 -
HCM Control Delay (s) - - 15.9 11.3 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.1 0 -
1082
Timings Oleander & Santa Ana Warehouses TA (JN:14581)
5: Citrus Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 280 422 64 162 37 577 174 416
Future Volume (vph) 280 422 64 162 37 577 174 416
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 74385216
Permitted Phases
Detector Phase 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 28.4 9.6 28.4 9.6 28.8 9.6 28.8
Total Split (s) 27.0 45.0 13.0 31.0 13.0 43.0 19.0 49.0 Total Split (%) 22.5% 37.5% 10.8% 25.8% 10.8% 35.8% 15.8% 40.8% Yellow Time (s) 3.6 4.4 3.6 4.4 3.6 4.8 3.6 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.4 4.6 5.4 4.6 5.8 4.6 5.8
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 19.2 27.9 7.2 13.4 6.5 24.1 13.1 35.4 Actuated g/C Ratio 0.21 0.31 0.08 0.15 0.07 0.27 0.14 0.39 v/c Ratio 0.76 0.43 0.46 0.64 0.29 0.74 0.69 0.40
Control Delay 49.9 28.0 55.6 21.0 51.3 35.5 55.1 21.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.9 28.0 55.6 21.0 51.3 35.5 55.1 21.8
LOS D C E C D D E C
Approach Delay 36.3 25.5 36.4 29.9
Approach LOS DCDC
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 90.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 32.6 Intersection LOS: C
Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Citrus Av. & Santa Ana Av.
1083
HCM 6th Signalized Intersection Summary Oleander & Santa Ana Warehouses TA (JN:14581) 5: Citrus Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 422 40 64 162 270 37 577 100 174 416 124 Future Volume (veh/h) 280 422 40 64 162 270 37 577 100 174 416 124 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 289 435 35 66 167 251 38 595 95 179 429 123 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000000000
Cap, veh/h 331 1131 91 86 360 319 64 776 124 217 926 263 Arrive On Green 0.18 0.33 0.33 0.05 0.20 0.20 0.04 0.25 0.25 0.12 0.33 0.33 Sat Flow, veh/h 1810 3381 271 1810 1805 1603 1810 3118 497 1810 2775 788 Grp Volume(v), veh/h 289 231 239 66 167 251 38 344 346 179 278 274 Grp Sat Flow(s),veh/h/ln 1810 1805 1847 1810 1805 1603 1810 1805 1809 1810 1805 1758 Q Serve(g_s), s 12.7 8.0 8.1 3.0 6.7 12.2 1.7 14.5 14.6 7.9 9.9 10.1 Cycle Q Clear(g_c), s 12.7 8.0 8.1 3.0 6.7 12.2 1.7 14.5 14.6 7.9 9.9 10.1 Prop In Lane 1.00 0.15 1.00 1.00 1.00 0.27 1.00 0.45
Lane Grp Cap(c), veh/h 331 604 618 86 360 319 64 449 451 217 602 587 V/C Ratio(X) 0.87 0.38 0.39 0.77 0.46 0.79 0.59 0.77 0.77 0.82 0.46 0.47 Avail Cap(c_a), veh/h 495 872 892 185 564 501 185 819 821 318 952 927 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.6 20.8 20.8 38.6 28.9 31.1 38.9 28.5 28.6 35.2 21.5 21.6 Incr Delay (d2), s/veh 7.8 0.4 0.4 5.3 0.9 4.3 3.3 2.7 2.8 7.0 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.0 3.2 3.3 1.4 2.8 4.8 0.8 6.1 6.1 3.7 3.9 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.4 21.2 21.2 43.9 29.9 35.5 42.2 31.3 31.4 42.2 22.0 22.1 LnGrp LOS DCCDCDDCCDCC
Approach Vol, veh/h 759 484 728 731
Approach Delay, s/veh 28.5 34.7 31.9 27.0
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.4 26.2 8.5 32.8 7.5 33.1 19.6 21.7 Change Period (Y+Rc), s 4.6 5.8 4.6 5.4 4.6 5.8 4.6 5.4 Max Green Setting (Gmax), s 14.4 37.2 8.4 39.6 8.4 43.2 22.4 25.6 Max Q Clear Time (g_c+I1), s 9.9 16.6 5.0 10.1 3.7 12.1 14.7 14.2 Green Ext Time (p_c), s 0.1 3.8 0.0 2.7 0.0 3.2 0.3 1.8 Intersection Summary
HCM 6th Ctrl Delay 30.1
HCM 6th LOS C
1084
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 6: Santa Ana Av. & Driveway 2 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 693 487 1 2 8
Future Vol, veh/h 2 693 487 1 2 8
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 753 529 1 2 9
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 530 0 - 0 911 265
Stage 1 - - - - 530 -
Stage 2 - - - - 381 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1048 - - - 277 739
Stage 1 - - - - 560 -
Stage 2 - - - - 666 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1048 - - - 276 739
Mov Cap-2 Maneuver - - - - 468 -
Stage 1 - - - - 559 -
Stage 2 - - - - 666 -
Approach EB WB SB
HCM Control Delay, s 0 0 10.5
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1048 - - - 662
HCM Lane V/C Ratio 0.002 - - - 0.016
HCM Control Delay (s) 8.4 - - - 10.5
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0.1
1085
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 7: Santa Ana Av. & Driveway 3 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 708 438 1 2 2
Future Vol, veh/h 1 708 438 1 2 2
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 770 476 1 2 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 477 0 - 0 864 239
Stage 1 - - - - 477 -
Stage 2 - - - - 387 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1096 - - - 297 768
Stage 1 - - - - 596 -
Stage 2 - - - - 662 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1096 - - - 297 768
Mov Cap-2 Maneuver - - - - 489 -
Stage 1 - - - - 595 -
Stage 2 - - - - 662 -
Approach EB WB SB
HCM Control Delay, s 0 0 11.1
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1096 - - - 598
HCM Lane V/C Ratio 0.001 - - - 0.007
HCM Control Delay (s) 8.3 - - - 11.1
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0
1086
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 9: Oleander Av. & Driveway 4 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 0 7 7 0 5 5 198 5 2 133 2
Future Vol, veh/h 5 0 7 7 0 5 5 198 5 2 133 2
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 5 0 8 8 0 5 5 215 5 2 145 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 380 380 146 382 379 218 147 0 0 220 0 0 Stage 1 150 150 - 228 228 -------
Stage 2 230 230 - 154 151 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 581 556 906 580 556 827 1447 - - 1361 - - Stage 1 857 777 - 779 719 -------
Stage 2 777 718 - 853 776 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 575 554 906 573 554 827 1447 - - 1361 - - Mov Cap-2 Maneuver 688 642 - 689 643 -------
Stage 1 854 776 - 777 717 -------
Stage 2 769 716 - 845 775 -------
Approach EB WB NB SB
HCM Control Delay, s 9.6 10 0.2 0.1
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1447 - - 800 740 1361 - -
HCM Lane V/C Ratio 0.004 - - 0.016 0.018 0.002 - -
HCM Control Delay (s) 7.5 - - 9.6 10 7.6 - -
HCM Lane LOS A - - A B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - -
1087
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 10: Oleander Av. & Driveway 5 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 7
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 7 2 202 145 1
Future Vol, veh/h 3 7 2 202 145 1
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 3 8 2 220 158 1
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 383 159 159 0 - 0
Stage 1 159 -----
Stage 2 224 -----
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 624 892 1433 - - -
Stage 1 875 -----
Stage 2 818 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 623 892 1433 - - -
Mov Cap-2 Maneuver 729 -----
Stage 1 874 -----
Stage 2 818 -----
Approach EB NB SB
HCM Control Delay, s 9.4 0.1 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1433 - 836 - -
HCM Lane V/C Ratio 0.002 - 0.013 - -
HCM Control Delay (s) 7.5 - 9.4 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0 - -
1088
Timings Oleander & Santa Ana Warehouses TA (JN:14581)
11: Oleander Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 8
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 30 407 34 369 42 143 28 99
Future Volume (vph) 30 407 34 369 42 143 28 99
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 74385216
Permitted Phases
Detector Phase 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 25.4 9.6 22.4 9.6 27.4 9.6 27.4
Total Split (s) 13.0 35.0 19.0 41.0 20.0 52.0 14.0 46.0 Total Split (%) 10.8% 29.2% 15.8% 34.2% 16.7% 43.3% 11.7% 38.3% Yellow Time (s) 3.6 4.4 3.6 4.4 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.4 4.6 5.4 4.6 5.4 4.6 5.4
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 6.6 15.9 6.7 15.9 7.0 16.6 6.5 14.0 Actuated g/C Ratio 0.13 0.31 0.13 0.31 0.14 0.32 0.13 0.27 v/c Ratio 0.14 0.50 0.16 0.40 0.19 0.40 0.13 0.28
Control Delay 30.4 18.7 30.1 17.9 29.7 18.2 30.5 19.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.4 18.7 30.1 17.9 29.7 18.2 30.5 19.8
LOS C B C B C B C B
Approach Delay 19.4 18.9 20.1 21.7
Approach LOS B B C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 51.7
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay: 19.6 Intersection LOS: B
Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 11: Oleander Av. & Santa Ana Av.
1089
HCM 6th Signalized Intersection Summary Oleander & Santa Ana Warehouses TA (JN:14581) 11: Oleander Av. & Santa Ana Av. 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 407 96 34 369 33 42 143 78 28 99 31 Future Volume (veh/h) 30 407 96 34 369 33 42 143 78 28 99 31 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 33 442 90 37 401 33 46 155 67 30 108 33 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 000000000000
Cap, veh/h 68 729 147 74 834 68 88 297 128 63 310 95
Arrive On Green 0.04 0.24 0.24 0.04 0.25 0.25 0.05 0.24 0.24 0.03 0.22 0.22 Sat Flow, veh/h 1810 2990 604 1810 3371 276 1810 1258 544 1810 1396 427 Grp Volume(v), veh/h 33 266 266 37 214 220 46 0 222 30 0 141 Grp Sat Flow(s),veh/h/ln 1810 1805 1790 1810 1805 1842 1810 0 1802 1810 0 1823 Q Serve(g_s), s 0.8 5.9 6.0 0.9 4.6 4.6 1.1 0.0 4.8 0.7 0.0 2.9 Cycle Q Clear(g_c), s 0.8 5.9 6.0 0.9 4.6 4.6 1.1 0.0 4.8 0.7 0.0 2.9 Prop In Lane 1.00 0.34 1.00 0.15 1.00 0.30 1.00 0.23
Lane Grp Cap(c), veh/h 68 440 436 74 446 455 88 0 425 63 0 405 V/C Ratio(X) 0.49 0.60 0.61 0.50 0.48 0.48 0.52 0.00 0.52 0.48 0.00 0.35 Avail Cap(c_a), veh/h 338 1187 1177 579 1428 1457 619 0 1866 378 0 1645 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.2 15.1 15.1 21.1 14.5 14.5 20.9 0.0 15.0 21.3 0.0 14.8 Incr Delay (d2), s/veh 2.0 1.3 1.4 1.9 0.8 0.8 1.8 0.0 1.0 2.1 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 2.1 2.1 0.4 1.6 1.6 0.4 0.0 1.7 0.3 0.0 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.2 16.4 16.5 23.0 15.3 15.3 22.7 0.0 16.0 23.4 0.0 15.3 LnGrp LOS C B B C B B C A B C A B
Approach Vol, veh/h 565 471 268 171
Approach Delay, s/veh 16.9 15.9 17.1 16.7
Approach LOS BBBB
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.2 16.0 6.5 16.4 6.8 15.4 6.3 16.5 Change Period (Y+Rc), s 4.6 5.4 4.6 5.4 4.6 5.4 4.6 5.4 Max Green Setting (Gmax), s 9.4 46.6 14.4 29.6 15.4 40.6 8.4 35.6 Max Q Clear Time (g_c+I1), s 2.7 6.8 2.9 8.0 3.1 4.9 2.8 6.6 Green Ext Time (p_c), s 0.0 1.3 0.0 3.0 0.0 0.8 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 16.6
HCM 6th LOS B
1090
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 12: Santa Ana Av. & Driveway 6 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 10
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 513 434 1 2 2
Future Vol, veh/h 1 513 434 1 2 2
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 50 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 558 472 1 2 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 473 0 - 0 754 237
Stage 1 - - - - 473 -
Stage 2 - - - - 281 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1099 - - - 349 771
Stage 1 - - - - 599 -
Stage 2 - - - - 747 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1099 - - - 349 771
Mov Cap-2 Maneuver - - - - 522 -
Stage 1 - - - - 598 -
Stage 2 - - - - 747 -
Approach EB WB SB
HCM Control Delay, s 0 0 10.8
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1099 - - - 623
HCM Lane V/C Ratio 0.001 - - - 0.007
HCM Control Delay (s) 8.3 - - - 10.8
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0
1091
HCM 6th TWSC Oleander & Santa Ana Warehouses TA (JN:14581) 13: Santa Ana Av. & Driveway 7 10/19/2023
Horizon Year (2040) With Project Conditions - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc. Page 11
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 3 501 434 1 2 11
Future Vol, veh/h 3 501 434 1 2 11
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 100 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 3 545 472 1 2 12
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 473 0 - 0 752 237
Stage 1 - - - - 473 -
Stage 2 - - - - 279 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1099 - - - 350 771
Stage 1 - - - - 599 -
Stage 2 - - - - 749 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1099 - - - 349 771
Mov Cap-2 Maneuver - - - - 521 -
Stage 1 - - - - 597 -
Stage 2 - - - - 749 -
Approach EB WB SB
HCM Control Delay, s 0 0 10.1
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1099 - - - 718
HCM Lane V/C Ratio 0.003 - - - 0.02
HCM Control Delay (s) 8.3 - - - 10.1
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0.1
1092
14581-05 Memo
ATTACHMENT D: TRUCK TURN TEMPLATES
1093
14581
-05 Memo 1094
14581
-05 Memo 1095
14581
-05 Memo 1096
OFFICIAL USE ONLY PROJECT DATA VICINITY MAP MASTER SITE PLAN DAB-A1.0 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH U.N.O. 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE PROJECT INFORMATION 1097
1098
1099
1100
1101
OFFICIAL USE ONLY FENCE PLAN DAB-A1.0F Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100
hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE PLAN KEYNOTES 2134567891011 121314151617181920 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL 1102
OFFICIAL USE ONLY SIGNAGE & TRUCK TURNING PLAN DAB-A1.0T Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH U.N.O. 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE SIGNAGE & TRUCK TURNING PLAN KEYNOTES 21 SIGN INDICATING "OFF - SITE PARKING FOR ANY EMPLOYEE, TRUCK OR OTHER OPERATION RELATED VEHICLE IS STRICTLY PROHIBITED. NO TRUCK IDLING SIGN. FOR AUTOS FOR TRUCKS 1103
OFFICIAL USE ONLY PROJECT DATA VICINITY MAP PROPERTY OWNER ADDRESS OF THE PROPERTY ASSESSOR'S PARCEL NUMBER APPLICANT'S REPRESENTATIVE ZONING OVERALL SITE PLAN 1-DAB-A1.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SITE SITE PLAN KEYNOTES 21345678 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. 91011 1213141516 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. 17181920 ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL LEGAL DESCRIPTION 1104
OVERALL FLOOR PLAN 1-DAB-A2.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA FLOOR SLAB & POUR STRIPS REQ. THESE NOTES ARE VERY MIN. REQUIREMENT. SEE "S" DWGS FOR ADDITIONAL REQUIREMENTS 1. FLOOR COMPACTION - 95% 2. TRENCH COMPACTION - 90% 3. BUILDING FLOOR SLAB: SEE STRUCTURAL DRAWINGS 4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96 5. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 6. CONTRACTOR TO CURE SLAB TO BE WET CURING USING BURLINE FOR 7 DAYS MIN. 7. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED. 8. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB. 9. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS. 10. NO FLY ASH IN THE CONCRETE CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VIQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS. CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS. 12. SEAL CONCRETE SLAB W/ "LIPIDOLITH SEALER 11. WHERE INDICATED, PROVIDE VAPOR BARRIER (15MIL STEGO OR EQUAL) UNDER THE CONCRETE SLAB. PROVIDE SAND PER SOILS ENGINEER OR MANUFACTURER'S RECOMMENDATION. FLOOR PLAN GENERAL NOTES A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS APPROX. 100' MAXIMUM. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS. D. PROVIDE 6" DIA. CONCRETE BOLLARD AT ALL FIRE RISER AND UNPROTECTED INTERIOR ROOF DRAIN. E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER. F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O. H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. HARDWARE. L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1 O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW. FLOOR PLAN KEYNOTES 213456789101112131415 CONCRETE TILT-UP PANEL. STRUCTURAL STEEL COLUMN. TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL ON BOTH SIDE OF RAMP. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. EXTERIOR CONCRETE STAIR W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL 9' X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 4' X 8' LOUVERED OPENING FOR VENTILATION. DOCK DOOR BUMPER TYPICAL. 12' X 14' DRIVE THRU. SECTIONAL O.H., STANDARD GRADE. 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR. SOFFIT LINE ABOVE CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. Z GUARD METAL CANOPY. 1105
ELEVATIONS 1-DAB-A3.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA ELEVATION KEYNOTES 21 CONCRETE TILT-UP PANEL. PANEL JOINT. 3456789101112 PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 12' X 14' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. 4' X 8' METAL LOUVER OPENING FOR VENTILATION. PAINT TO MATCH BUILDING COLOR. EXTERIOR DOWN SPOUTS W/ 2 OVERFLOW SCUPPERS. DOCK DOOR BUMPER TYPICAL. ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. 9' X 10' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. HOLLOW METAL DOORS. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. 13 METAL CANOPY. 14 STRUCTURAL COLUMN. ELEVATION GENERAL NOTES 1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. 2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 3. T.O.P. EL.= TOP OF PARAPET ELEVATION. 4. F.F. = FINISH FLOOR ELEVATION. 5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. 7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT. 8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. 10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON ELEVATION COLOR LEGEND/SCHED. 21345 PAINT. COLOR : SW 7006 PURE WHITE 255-C1 PAINT. COLOR : SW 7064 PASSIVE 236-C1 PAINT. COLOR : GLAZING COLOR : BLUE GLAZING MULLIONS COLOR : BACK MULLIONS PAINT. COLOR : CANOPY: BLACK METAL CANOPY 67 SW 9163 TIN LIZZIE 236-C4 SW 7066 GRAY MATTERS 236-C3 GLAZING LEGEND NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. IV : INSULATED VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II + 1/4" SOLARBAN 60 CLEAR 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.29 SHGC: 0.1, VLT: 5% MINIMUM VT TO BE 0.42 PER 2019 CEC TABLE 140.3-B SC : SPANDREL WITH CONCRETE BEHIND 1/4" SOLARCOOL GRAYLITE WITH HARMONY GRAY OPACICOAT PAINTED ON REFLECTIVE. INSTALLED ON CONCRETE. V : VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II MULLIONS : ANODIZED CLEAR. SPANDREL GLASS INSULATED VISION GLASS WITH CONCRETE BEHIND SINGLE LITE VISION GLASS 1106
Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SECTION SIGHT LINE 1-DAB-A4.1 KEYMAP 1107
OVERALL SITE PLAN 2-DAB-A1.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA OFFICIAL USE ONLY PROJECT DATA VICINITY MAP SITE SITE PLAN KEYNOTES 2134567891011 12 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH U.N.O. SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 1314151617181920 LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL PROPERTY OWNER ADDRESS OF THE PROPERTY ASSESSOR'S PARCEL NUMBER APPLICANT'S REPRESENTATIVE ZONING LEGAL DESCRIPTION 1108
OVERALL FLOOR PLAN 2-DAB-A2.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA FLOOR PLAN KEYNOTES 213456789101112131415 CONCRETE TILT-UP PANEL. STRUCTURAL STEEL COLUMN. TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL ON BOTH SIDE OF RAMP. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. EXTERIOR CONCRETE STAIR W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL 9' X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 4' X 8' LOUVERED OPENING FOR VENTILATION. DOCK DOOR BUMPER TYPICAL. 12' X 14' DRIVE THRU. SECTIONAL O.H., STANDARD GRADE. 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR. SOFFIT LINE ABOVE CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. Z GUARD METAL CANOPY. FLOOR PLAN GENERAL NOTES A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS APPROX. 100' MAXIMUM. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS. D. PROVIDE 6" DIA. CONCRETE BOLLARD AT ALL FIRE RISER AND UNPROTECTED INTERIOR ROOF DRAIN. E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER. F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O. H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. HARDWARE. L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1 O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW. FLOOR SLAB & POUR STRIPS REQ. THESE NOTES ARE VERY MIN. REQUIREMENT. SEE "S" DWGS FOR ADDITIONAL REQUIREMENTS 1. FLOOR COMPACTION - 95% 2. TRENCH COMPACTION - 90% 3. BUILDING FLOOR SLAB: SEE STRUCTURAL DRAWINGS 4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96 5. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 6. CONTRACTOR TO CURE SLAB TO BE WET CURING USING BURLINE FOR 7 DAYS MIN. 7. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED. 8. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB. 9. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS. 10. NO FLY ASH IN THE CONCRETE CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VIQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS. CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS. 12. SEAL CONCRETE SLAB W/ "LIPIDOLITH SEALER 11. WHERE INDICATED, PROVIDE VAPOR BARRIER (15MIL STEGO OR EQUAL) UNDER THE CONCRETE SLAB. PROVIDE SAND PER SOILS ENGINEER OR MANUFACTURER'S RECOMMENDATION. 1109
ELEVATIONS 2-DAB-A3.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA ELEVATION KEYNOTES 21 CONCRETE TILT-UP PANEL. PANEL JOINT. 3456789101112 PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 12' X 14' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. 4' X 8' METAL LOUVER OPENING FOR VENTILATION. PAINT TO MATCH BUILDING COLOR. EXTERIOR DOWN SPOUTS W/ 2 OVERFLOW SCUPPERS. DOCK DOOR BUMPER TYPICAL. ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. 9' X 10' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. HOLLOW METAL DOORS. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. 13 METAL CANOPY. 14 STRUCTURAL COLUMN. ELEVATION GENERAL NOTES 1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. 2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 3. T.O.P. EL.= TOP OF PARAPET ELEVATION. 4. F.F. = FINISH FLOOR ELEVATION. 5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. 7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT. 8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. 10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON ELEVATION COLOR LEGEND/SCHED. 21345 PAINT. COLOR : SW 7006 PURE WHITE 255-C1 PAINT. COLOR : SW 7064 PASSIVE 236-C1 PAINT. COLOR : GLAZING COLOR : BLUE GLAZING MULLIONS COLOR : BACK MULLIONS PAINT. COLOR : CANOPY: BLACK METAL CANOPY 67 SW 9163 TIN LIZZIE 236-C4 SW 7066 GRAY MATTERS 236-C3 GLAZING LEGEND NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. IV : INSULATED VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II + 1/4" SOLARBAN 60 CLEAR 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.29 SHGC: 0.1, VLT: 5% MINIMUM VT TO BE 0.42 PER 2019 CEC TABLE 140.3-B SC : SPANDREL WITH CONCRETE BEHIND 1/4" SOLARCOOL GRAYLITE WITH HARMONY GRAY OPACICOAT PAINTED ON REFLECTIVE. INSTALLED ON CONCRETE. V : VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II MULLIONS : ANODIZED CLEAR. SPANDREL GLASS INSULATED VISION GLASS WITH CONCRETE BEHIND SINGLE LITE VISION GLASS 1110
Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SECTION SIGHT LINE 2-DAB-A4.1 KEYMAP 1111
OVERALL SITE PLAN 3-DAB-A1.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA OFFICIAL USE ONLY PROJECT DATA VICINITY MAP SITE SITE PLAN KEYNOTES 21345678 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY WITH S.C.E., PROVIDE 8' HIGH METAL GATES W/ KNOX-BOX PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. CONCRETE RAMP W/ 42" HIGH CONCRETE WALL. DRIVEWAY APRONS TO BE CONSTRUCTED CONCRETE WALKWAY, MEDIUM BROOM FINISH ASPHALT CONCRETE (AC) PAVING. HEAVY BROOM FINISH CONCRETE PAVEMENT. SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY: TBD 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE. 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES. 5. THE ENTIRE PROJECT SHALL BE PERMANENTLY MAINTAINED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. 8. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF SITE LEGEND PATH OF TRAVEL LANDSCAPED AREA 30' WIDE FIRELANE CONCRETE PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL ( 9' X 19') ACCESSIBLE PARKING STALL (9' X 19') W/ 5' ACCESSIBLE AISLE ACCESSIBLE PARKING STALL (VAN) (12' X 19') W/ 5' ACCESSIBLE AISLE EV CHARGER EV CHARGER FOR FUTURE 11. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 12. CONSTRUCTION DOCUMENTS PERTAINING TO THE LANDSCAPE AND IRRIGATION OF THE ENTIRE PROJECT SITE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND APPROVED BY PUBLIC FACILITIES DEVELOPMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13. PRIOR TO FINAL CITY INSPECTION, THE LANDSCAPE ARCHITECT SHALL SUBMIT A CERTIFICATE OF COMPLETION TO PUBLIC FACILITIES DEVELOPMENT. 14. ALL LANDSCAPE AND IRRIGATION DESIGNS SHALL MEET CURRENT CITY STANDARDS AS LISTED IN GUIDELINES OR AS OBTAINED FROM PUBLIC FACILITIES DEVELOPMENT. 15. ALL VERTICAL MOUNTING POLES OF CHAIN LINK FENCING SHALL BE CAPPED. 16. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB. 17. ALL SIGNAGE SHALL BE LEGIBLE, DURABLE, AND WEATHERPROOF. 18. EACH PROPOSED OFFICE AREA WILL REQUIRE ITS OWN TRASH ENCLOSURE. 91011 1213141516 EXTERIOR CONCRETE STAIR. CONCRETE CURB. SEE CIVIL DRAWINGS. LANDSCAPE. ALL LANDSCAPE AREAS INDICATED BY SHADING. PRE-CAST CONCRETE WHEEL STOP. CONCRETE FILLED GUARD POST "6 DIA. U.N.O. 42" H, TRASH ENCLOSURE PER CITY STANDARD. EXTERIOR BIKE RACK TYPICAL. 12' HIGH CONCRETE TILT-UP SCREEN WALL. 17181920 ACCESSIBLE ENTRY SIGN. ACCESSIBLE PARKING STALL SIGN. TRUNCATED DOME. APPROXIMATE LOCATION OF FIRE HYDRANT. 21 8' H METAL FENCE. 22 ADD SIGN "TRUCK PROHIBITED". 23 LUNCH TRELLIS - PROPOSED BREAK AREA 24 BIKE RACK 25 8' H SCREEN WALL PROPERTY OWNER ADDRESS OF THE PROPERTY ASSESSOR'S PARCEL NUMBER APPLICANT'S REPRESENTATIVE ZONING LEGAL DESCRIPTION 1112
OVERALL FLOOR PLAN 3-DAB-A2.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA FLOOR PLAN KEYNOTES 213456789101112131415 CONCRETE TILT-UP PANEL. STRUCTURAL STEEL COLUMN. TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL ON BOTH SIDE OF RAMP. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY AS REQ. BY CITY INSPECTOR. EXTERIOR CONCRETE STAIR W/ 42"HIGH CONC TILT-UP GUARD WALL OR BUILDING WALL 9' X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 4' X 8' LOUVERED OPENING FOR VENTILATION. DOCK DOOR BUMPER TYPICAL. 12' X 14' DRIVE THRU. SECTIONAL O.H., STANDARD GRADE. 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR. SOFFIT LINE ABOVE CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. Z GUARD METAL CANOPY. FLOOR PLAN GENERAL NOTES A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS APPROX. 100' MAXIMUM. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS. D. PROVIDE 6" DIA. CONCRETE BOLLARD AT ALL FIRE RISER AND UNPROTECTED INTERIOR ROOF DRAIN. E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER. F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O. H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS. J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. HARDWARE. L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1 O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW. FLOOR SLAB & POUR STRIPS REQ. THESE NOTES ARE VERY MIN. REQUIREMENT. SEE "S" DWGS FOR ADDITIONAL REQUIREMENTS 1. FLOOR COMPACTION - 95% 2. TRENCH COMPACTION - 90% 3. BUILDING FLOOR SLAB: SEE STRUCTURAL DRAWINGS 4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96 5. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 6. CONTRACTOR TO CURE SLAB TO BE WET CURING USING BURLINE FOR 7 DAYS MIN. 7. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED. 8. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB. 9. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS. 10. NO FLY ASH IN THE CONCRETE CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VIQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS. CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS. 12. SEAL CONCRETE SLAB W/ "LIPIDOLITH SEALER 11. WHERE INDICATED, PROVIDE VAPOR BARRIER (15MIL STEGO OR EQUAL) UNDER THE CONCRETE SLAB. PROVIDE SAND PER SOILS ENGINEER OR MANUFACTURER'S RECOMMENDATION. 1113
ELEVATIONS 3-DAB-A3.1 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA ELEVATION KEYNOTES 21 CONCRETE TILT-UP PANEL. PANEL JOINT. 3456789101112 PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 12' X 14' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. 4' X 8' METAL LOUVER OPENING FOR VENTILATION. PAINT TO MATCH BUILDING COLOR. EXTERIOR DOWN SPOUTS W/ 2 OVERFLOW SCUPPERS. DOCK DOOR BUMPER TYPICAL. ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. 9' X 10' OVERHEAD DOOR @ DRIVE THRU. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. HOLLOW METAL DOORS. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H. 13 METAL CANOPY. 14 STRUCTURAL COLUMN. ELEVATION GENERAL NOTES 1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. 2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 3. T.O.P. EL.= TOP OF PARAPET ELEVATION. 4. F.F. = FINISH FLOOR ELEVATION. 5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. 7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT. 8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. 10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON ELEVATION COLOR LEGEND/SCHED. 21345 PAINT. COLOR : SW 7006 PURE WHITE 255-C1 PAINT. COLOR : SW 7064 PASSIVE 236-C1 PAINT. COLOR : GLAZING COLOR : BLUE GLAZING MULLIONS COLOR : BACK MULLIONS PAINT. COLOR : CANOPY: BLACK METAL CANOPY 67 SW 9163 TIN LIZZIE 236-C4 SW 7066 GRAY MATTERS 236-C3 GLAZING LEGEND NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. IV : INSULATED VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II + 1/4" SOLARBAN 60 CLEAR 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.29 SHGC: 0.1, VLT: 5% MINIMUM VT TO BE 0.42 PER 2019 CEC TABLE 140.3-B SC : SPANDREL WITH CONCRETE BEHIND 1/4" SOLARCOOL GRAYLITE WITH HARMONY GRAY OPACICOAT PAINTED ON REFLECTIVE. INSTALLED ON CONCRETE. V : VISION GLASS 1/4" PPG SOLARCOOL GRAYLITE II MULLIONS : ANODIZED CLEAR. SPANDREL GLASS INSULATED VISION GLASS WITH CONCRETE BEHIND SINGLE LITE VISION GLASS 1114
Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter--- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA SECTION SIGHT LINE 3-DAB-A4.1 KEYMAP 1115
DAB-A4.2 Owner: Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION 21636 SW 10/25/23 fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 92612 irvine, ca 18831 bardeen avenue, - ste. #100 hpa, inc. - Hunter
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-- TBD 260 NEWPORT CENTER DR. TEL: (949) 640-9995 _ Thienes-- CITRUS & OLEANDER AVE AT SANTA ANA AVE. FONTANA, CA TRASH ENCLOSURE & TYPICAL WALL SECTION 1116
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BUILDING 1 BUILDING 2 BUILDING 3 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING 3:1 BERMED LANDSCAPING
CITRUS AVENUE
OLEANDER AVENUE SANTA ANA AVENUE N.A.P. EMPLOYEE BREAK AREA EMPLOYEE BREAK AREA TURF BLOCK 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box 36" Box Brisbane Box Tristania conferta TREES 24" Box Afghan Pine Pinus eldarica 18 L 24" Box African Sumac Rhus lancea 38 L SYMBOL BOTANICAL/COMMON NAME PLANTING LEGEND SIZE QTY WUCOLS REMARKS 15 Gal 50 M Olive Olea europaea Standard Chitalpa tashkentensis Chitalpa 24" Box 25 L Standard Standard 25 L Multi Standard 48" Box 36" Box 41 24" Box Crape Myrtle Lagerstroemia i 'Muskogee' 63 M Street Tree Chilean Mesquite Prosopis chilensis 24" Box 12 L Standard 36" Box 19 Chilopsis linearis Desert Willow 24" Box 12 L Multi GROUNDCOVER SYMBOL SIZE SPACING SHRUBS BOTANICAL/COMMON NAME WUCOLS SYMBOL BOTANICAL/COMMON NAME SIZE SPACING WUCOLS REMARKS Texas Privet Ligustrum j. Texanum Lonicera j. 'Halliana' Hall's Honeysuckle 1 Gal 48" O.C. L Altas Fescue Festuca mairei 1 Gal 24" O.C. M Chalk Sticks Senecio mandraliscae 1 Gal 24" O.C. M 5 Gal M Callistemon 'Little John' Dwarf Bottle Brush 5 Gal M Pineapple Gauva Acca sellowiana 5 Gal M Deer Grass Muhlenbergia rigens 5 Gal M Carissa m. 'Green Carpet' Prostrate Natal Plum 1 Gal 36" O.C. M 3' OC 3' OC 3' OC 4' OC hardscape hardscape hardscape 2.5' from hardscape 2' from 2' from 2' from Rhaphiolepis i. 'Clara' Indian Hawthorn 5 Gal M 3' OC hardscape 2' from Russelia equisetiformis Coral Bush 5 Gal M 5' OC hardscape 3' from PARKING LOT TREE REQUIREMENTS 1 TREE FOR EVERY 4 PARKING SPOTS TOTAL PARKING SPOTS: 264 TOTAL PARKING TREES REQUIRED: 66 TOTAL PARKING TREES PROVIDED: 118 PARKING LOT SHADING REQUIRMENTS BUILDING 1 - 3,212 SF REQ, 3,382 SF PROVIDED BUILDING 2 - 6,025 SF REQ, 6,263 SF PROVIDEDBUILDING 3 - 6,025 SF REQ, 6,380 SF PROVIDED Fontana, California 22-048 04.19.22 Oleander Ave and Santa Ana Ave HUNTER LANDSCAPE 711 FEE ANA STREET 714.986.2400 FAX 714.986.2408 PLACENTIA, CA 92870 08.24.22 11.22.22 01.31.23 03.19.23 10.24.23 11.06.23 0 30' 60' 120' N 1133
NOTICE OF PUBLIC HEARING
SI DESEA INFORMACION EN ESPAÑOL REFERENTE A ESTA NOTIFICACION O PROYECTO, FAVOR DE COMUNICARSE AL (909) 350-6728.
In compliance with Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132) and the federal rules and regulations adopted in implementation thereof, the Agenda will be made available in appropriate alternative formats to persons with a disability. Should you need special assistance to participate in this meeting, please contact the City Clerk’s Department by calling (909) 350-7602. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.
A PUBLIC HEARING HAS BEEN SCHEDULED BEFORE THE CITY COUNCIL OF THE CITY OF FONTANA FOR THE FOLLOWING:
Master Case (MCN) No. 23-100, General Plan Amendment (GPA) No. 23-004, Zone Change Application (ZCA) No. 23-006, Specific Plan Amendment (SPA) No. 23-004, Development Agreement (AGR) No. 23- 085, Design Review (DRP) No. 22-029R1 (Building No. 1), Tentative Parcel Map (TPM) No. 20709 (TPM No. 22-009R1, Building No. 1), Design Review No. 22-061R1 (Building No. 2), Tentative Parcel Map (TPM) No. 20708 (TPM No. 22-030R1, Building No. 2), Design Review No. 22-062R1 (Building No. 3), Tentative Parcel Map (TPM) No. 20707 (TPM No. 22-031R1, Building No. 3): A proposal to amend the General Plan land use designation from Residential Planned Community (R‐PC) and Multi-Family Medium/High Density Residential (RMFMH) to General Industrial (I‐G); amend the zoning designation from Residential Planned Community (R‐PC) and Multi‐Family Medium/High Density Residential (R‐4) to Southwest Industrial Park (SWIP) Specific Plan, Slover East Industrial District and amend the SWIP Specific Plan to expand the SWIP boundaries to include the Project Site of 29.4 acres. The applicant has also prepared a development agreement. The applicant is proposing the development of approximately 24.4 acres of a 29.4-acre property (APNs 0255-011-13, -14, -15, -18, -19, - 25, -26, -27, -28, -29, -30, -31, and -32, and 0255-021-17, -18, -22, -23, and -24) with three industrial commerce center buildings of approximately 149,990 square feet (Building No. 1), 186,540 square feet (Building No. 2), and 184,500 square feet (Building No. 3) totaling 521,030 square feet and improvements to the sites which include screen walls, vehicular parking areas, drive aisles, and landscaping. The project will also include the consolidation of various parcels into individual parcels for the development of Building Nos. 1 through 3.
Environmental
Determination:
This project has been
determined to have a
significant effect on the
environment and a Draft
Environmental Impact
Report (EIR) (SCH No.
2022110389) has been
prepared pursuant to
Sections 15080 to 15097
and Section 15163 of the
California Environmental
Quality Act (CEQA).
Location of
Property:
The Project Site is located north of Santa Ana Avenue, between Citrus Avenue and Oleander Avenue, and at the northeast corner of the Santa Ana Avenue and Oleander Avenue intersection. The approximately 29.8-acre Project Site includes 18 parcels, including Assessor Parcel Numbers (APNs) 0255-011-13, -14, -15, -18, -19, -25, -26, -27, -28, -29, -30, -31, and -32, and 0255-021-17, -18, -22, -23, and -24.
ATTACHMENT NO. 33
1134
Date of
Hearing:
November 14, 2023
Place of
Hearing:
City Hall Council
Chambers
8353 Sierra Avenue
Fontana, CA 92335
Time of
Hearing: 7:00 P.M.
The City of Fontana (City) has prepared a Final Environmental Impact Report (FEIR) for the proposed project. The FEIR is available for review at City Hall (8353 Sierra Avenue Fontana, CA 92335) and online at https://www.fontanaca.gov/2137/Environmental-Documents. Should you have any questions concerning this project, please contact Salvador Quintanilla, Senior Planner, at (909) 350-6656. E-mail:
[email protected]
ANY INTERESTED PARTY MAY PROVIDE INFORMATION BY LETTER OR EMAIL WHICH MAY BE OF ASSISTANCE TO THE CITY COUNCIL. A COPY OF THE APPLICATION AND ENVIRONMENTAL DOCUMENTATION IS AVAILABLE FOR INSPECTION. PLEASE CONTACT THE PLANNER LISTED ABOVE.
IF YOU CHALLENGE IN COURT ANY ACTION TAKEN CONCERNING A PUBLIC HEARING ITEM, YOU MAY
BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR SOMEONE ELSE RAISED AT THE PUBLIC
HEARING DESCRIBED IN THIS NOTICE, OR IN WRITTEN CORRESPONDENCE TO THE CITY AT, OR PRIOR TO, THE PUBLIC HEARING.
Publish: November 4, 2023
1135
City of Fontana
Action Report
City Council and Fontana Housing Authority
Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2539 Agenda Date: 11/14/2023
Agenda #: B. Category: Public Hearing
FROM:
Planning Department
SUBJECT:
Master Case No. 23-090 and Municipal Code Amendment No. 23-003 - Fontana Municipal Code amendments to Chapter 30 (Zoning and Development Code), pursuant to a categorical exemption in accordance with CEQA Guidelines section 15060(c) and 15061(B)(3).
RECOMMENDATION:
1. Determine that this project is Categorically Exempt pursuant Sections 15060(c), 15061(B)(3) (the “common-sense” exemption), and 15378 and Sections No. 3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA, and direct staff to file a Notice of Exemption; and,
2. Read by title only and waive further reading of and introduce Ordinance No. 1936, an Ordinance of the City Council of the City of Fontana approving Master Case No. 23-090 and Municipal Code Amendment No. 23-003 amending Chapter 30 that will modify multiple sections, including modification of appeal hearing timeframes, addition of language to provide for minor and major planned unit developments (PUDs), modification of language related to open space requirements, modification of garage door design requirements; inclusion of language to reduce landscape setback requirements to accommodate bus turn outs and deceleration lanes, addition of language to streamline development standards within Medium Density Residential (R-2) and Multiple Family (R-3) zoning districts, and additional recreational facilities options within the Multi -Family Medium/High Density (R-4) and Multi-Family High Density Residential (R-5) zoning districts; and the reading of the title constitutes the first thereof.
COUNCIL GOALS:
· Promote economic development by pursuing business attraction, retention, and expansion. · Promote economic development by establishing a quick, consistent development process. · Promote economic development by being business friendly at all levels and striving to constantly improve the city's competitiveness.
DISCUSSION:
Background:
The Planning Commission reviewed Master Case No. 23-090 and Municipal Code Amendment No. 23-003 during its October 3, 2023, meeting. At the conclusion of the hearing, the Planning Commission adopted Resolution PC No. 2023-035 to recommend approval of Municipal Code Amendment No. 23-003 to the City Council.
Analysis:
The City is proposing approval of Municipal Code Amendment No. 23-003 to update Chapter 30, including modification of appeal hearing timeframes, addition of language to provide for minor and City of Fontana Page 1 of 3 Printed on 11/8/2023
powered by Legistar™1136
File #: 21-2539 Agenda Date: 11/14/2023
Agenda #: B. Category: Public Hearing
including modification of appeal hearing timeframes, addition of language to provide for minor and major planned unit developments (PUDs), modification of language related to open space requirements, modification of garage door design requirements; inclusion of language to reduce landscape setback requirements to accommodate bus turn outs and deceleration lanes, addition of language to streamline development standards within Medium Density Residential (R-2) and Multiple Family (R-3) zoning districts, and additional recreational facilities options within the Multi-Family Medium/High Density (R-4) and Multi-Family High Density Residential (R-5) zoning districts. The amendments are proposed in order to provide flexibility, clarity, and streamlining of the City’s Municipal Code.
The following is a brief summary of the proposed amendments. A detailed list of proposed amendments are provided under the Ordinance, attached to this staff report as Attachment No. 1.
Section 30-30: Hearing date and notice: Amendments to provide additional time to schedule appeal hearings. Current language requires that appeal hearing dates be set for between 30 and 60 days, which does not always provide sufficient time to provide the necessary reports for Planning Commission and City Council. This amendment provides additional time to facilitate the preparation of the staff report and associated documents.
Division 24: Planned Unit Development (PUD): Amendments to encourage the development of infill sites in the Medium Density Residential (R-2) zoning district by providing for major and minor planned unit developments, including modified development standards. The new language will provide flexibility and opportunities for development of in-fill sites in particular, and would be subject to enhanced architecture, landscaping and on-site improvements to contribute to the character of the existing neighborhood.
Section 30-417: Setback requirements: The Development Code does not currently provide a landscape setback that addresses requirements for projects adjacent to bus turn out or deceleration lanes; the proposed language will provide a development standard to accommodate conditions when a bus turn and/or deceleration lanes need to be constructed adjacent to a proposed development, thus providing for more orderly site planning.
Section 30-430: Uses Permitted: This amendment will provide for Planned Unit Developments distinguishing between a Major and Minor PUD within the permitted uses table for the residential zones.
Section 30-434: Residential development standards in R-E, R-1, R-2, R-3, and R-PC: This amendment will provide for development standards in the residential zones and add language to be consistent with the proposed language of the PUD.
Section 30-435: Plotting and design criteria: The amendment would clarify garage door design requirements.
Section 30-444: Additional development standards in R-2 and R-3 zoning districts: This section will be amended to allow developers to streamline certain developments for multi-family development within the R-2 zoning district. The amendment will simplify the permitted uses table and the developments standards for the R-2 and R-3 zone, allow smaller housing products and allow more City of Fontana Page 2 of 3 Printed on 11/8/2023
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File #: 21-2539 Agenda Date: 11/14/2023
Agenda #: B. Category: Public Hearing
variety of housing types within the R-2 and R-3 zoning districts.
Section 30-451: (R-4 and R-5) Recreational Facilities: This amendment will provide the Planning Commission with the ability to consider additional options when reviewing proposed amenities.
In summary, the proposed amendments are proposed in order to provide flexibility in, and streamlining of, the City’s Municipal Code.
FISCAL IMPACT:
None.
MOTION:
Approve staff recommendation.
City of Fontana Page 3 of 3 Printed on 11/8/2023
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ORDINANCE NO. _____
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
FONTANA, CALIFORNIA, APPROVING MUNICIPAL CODE
AMENDMENT NO. 23-003 TO AMEND MULTIPLE
SECTIONS OF CHAPTER 30 OF THE FONTANA ZONING
AND DEVELOPMENT CODE, INCLUDING SECTIONS 30-30
TO MODIFY APPEAL HEARING TIMEFRAMES, DIVISION 24
TO PROVIDE FOR MINOR AND MAJOR PLANNED UNIT
DEVELOPMENTS (PUDS), SECTION 30-417 TO REDUCE
LANDSCAPE SETBACKS FOR BUS TURNOUTS AND
DECELERATION LANES, SECTION 30-430 TO CREATE A
DISTINCTION BETWEEN MAJOR AND MINOR PUDS,
SECTION 30-434 AND SECTION 30-444 TO AMEND
DEVELOPMENT STANDARDS IN RESIDENTIAL ZONING
DISTRICTS, SECTION 30-435 TO MODIFY GARAGE DOOR
DESIGN REQUIREMENTS AND SECTION 30-451 TO
PROVIDE ADDITIONAL OPTIONS FOR RECREATIONAL
FACILITIES WITHIN THE R-4 AND R-5 ZONING DISTRICTS
PURSUANT TO A CATEGORICAL EXEMPTION IN
ACCORDANCE WITH CEQA GUIDELINES SECTIONS
15060(C) AND 16051(B)(3).
WHEREAS, pursuant to article XI, section 5 of the California Constitution and Government Code section 37100, the legislative body of a city may pass ordinances not in conflict with the Constitution and laws of the State or the United States; and WHEREAS, Government Code sections 50022.1 to 50022.10 authorizes a city to codify and recodify its ordinances; and
WHEREAS, the City of Fontana (“City”) desires to restate without substantive revision, amend and recodify certain ordinances codified in the Code; and WHEREAS, the General Plan includes policies and actions calling for numerous updates to the Municipal Code; and
WHEREAS, Section 30-30 – Hearing date and notices, will be amended related to timing of appeals to provide staff additional time to facilitate the preparation the staff report and the associated documents; and
WHEREAS, Division 24 – Planned Unit Developments, will be amended to include specific provisions for major and minor planned unit developments (“PUD”). Discerning a difference between a Major and Minor PUD will provide flexibility in the development 1139
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standards for the construction of single-family and multi-family residential projects, and would encourage residential development of infill properties; and WHEREAS, Section 30-417 will be amended to decrease landscaped setback requirements adjacent to the public right of way for certain public facilities to provide for more orderly site planning, such as when a bus turn out is adjacent to a development; and
WHEREAS, Section 30-430 will be amended to provide for Major and Minor PUDs, in Table No. 30-430, for R-1 and R-2 zoning districts; and WHEREAS, Section 30-434 will be amended to modify the development standards to include reduce standards and, which will encourage development of infill sites in the R-2 zoning district by streamlining and modifying the existing development standards and providing more flexibility; and
WHEREAS, Section 30-435 will be amended by allowing various design options for garage doors that developers can use based on the design of the home; and WHEREAS, Section 30-451 will provide flexibility related to allowable recreational facilities; and
WHEREAS, State law requires Zoning regulations to be consistent with the General Plan and therefore updating the Municipal Code would contribute to consistency with the General Plan; and
WHEREAS, a notice of the public hearing was published in the local newspaper on Saturday, September 23, 2023 and simultaneously displayed at City Hall; and WHEREAS, on October 3, 2023, the Fontana Planning Commission (“Planning Commission”) held a public meeting on City Code Amendment (MCA No. 23-003)where they received evidence and public testimony on the amendments and recommended that the Fontana City Council (“City Council”) determine that the amendments qualify for a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060(c), 15061(B)(3) (the common-sense exemption), and Sections No. 3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA.
This Ordinance is nonetheless exempt from the requirements of CEQA in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA; and
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WHEREAS, the Planning Commission carefully considered all evidence and testimony presented at its public hearing on October 3, 2023 and recommended that the Fontana City Council (“City Council”) approve the modifications to the Zoning and Development Code; and
WHEREAS, the amendments in MCA No. 23-003 are consistent and compatible with the General Plan and are in line with goals, policies and objectives of the City; the Housing Element policies and the Zoning and Development Code; and WHEREAS, the amendments in MCA No. 23-003 will be in conformity with appropriate land use practices and will establish appropriate development standards for the land use designations; and
WHEREAS, the amendments in MCA No. 23-003 are attached here to as Exhibit “A” and incorporated herein by reference, will not be detrimental to the public health, safety and general welfare, nor will it adversely affect the orderly development of property; and
WHEREAS, the amendments in MCA No. 23-003 will better express the City’s policies and will generally promote good land use planning and regulation; and WHEREAS, On November 3, 2023, the Planning Department sent out the notice to the surrounding property within 660 feet of the project site; and WHEREAS, on November 14,2023, the City Council held a public meeting on MCA No. 23-003 where City Council received evidence and public testimony pertaining to the Zoning and Development Code amendments; and
WHEREAS, the City Council carefully considered all information pertaining to MCA No. 23-003 that was presented at its public hearing on November 14, 2023; and WHEREAS, all other legal prerequisites to the adoption of this Ordinance have occurred.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF FONTANA, CALIFORNIA, DOES ORDAIN AS FOLLOWS:
SECTION 1. Recitals. The recitals are true, correct and incorporated herein by this reference.
SECTION 2. CEQA. The City Council hereby determines that this project qualifies for a categorical exemption pursuant to the California Environmental Quality Act (CEQA) 1141
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Guidelines Sections 15060(c), 15061(b)(3) (the common-sense exemption) , and Section No. 3.22 of the 2019 Local Guidelines for Implementing CEQA, as implementation of this Ordinance is to improve the environment.
SECTION 3. Development Code Amendment Findings. The City Council hereby makes the following findings for Municipal Code Amendment No. 23-003 accordance with Section 30-40 “Purpose” of the Fontana Zoning and Development Code:
Finding: A Zoning and Development Code may be amended by changing the development standards (text) or zoning designation map boundaries of any zone whenever such an amendment is
deemed necessary to protect or promote the public's health, safety or general welfare or when modification is viewed as appropriate in the context of generally accepted planning principles, surrounding land uses, and the General Plan.
Findings of Fact: The City initiated the Municipal Code Amendment to amend Chapter 30 to modify multiple sections, including modification to Section 30- 30 for the appeal hearing timeframes, Division 24 adding language to provide for minor and major planned unit developments (PUDs) which will provide flexibility and streamline the existing Medium Density Residential (R-2) zoning district development standards, Section 30-417 to include language to reduce landscape setback requirements to accommodate bus turn outs and deceleration lanes, Section 30-430 to provide additional language to distinguish between Major and Minor PUDs, Section 30-434 and Section 30-444 to provide additional language to be consistent with the PUD language, add language to streamline certain development within Medium Density Residential (R-2), and simplify the permitted uses table and development standards for the Medium Density Residential and Multiple Family (R-3) zoning districts, Section 30-435 to modify the garage door design requirements; and Section 30-451 to add language that will provide additional recreational facilities options within the Multi-Family Medium/High Density (R-4) and Multi-Family High Density Residential (R-5) zoning districts. These amendments would provide clarity, eliminate inconsistencies, and streamline City processes, and will improve implementation of the Municipal Code which will be beneficial to the community to promote public welfare and furthers good planning principals. The amendments will provide flexibility to various development standards which will allow for various housing developments and promote the public’s health and safety or general welfare.
SECTION 4. Development Code Amendment Approval. Based on the foregoing, the City Council hereby approves the amendments as set forth in ZCA No. 23- 1142
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003, which is attached hereto as Exhibit “A” and incorporated herein by reference as fully set forth herein.
SECTION 5. Effective Date/Publication. This Ordinance shall take effect thirty (30) days after the date of the adoption and prior to the expiration of fifteen (15) days from the passage thereof, shall be published by the City Clerk at least once in the Fontana Herald News, a local newspaper of the general circulation, published and circulated in the City of Fontana, and henceforth and thereafter the same shall be in full force and effect.
SECTION 6. Custodian of Records. The documents and materials that constitute the record of proceedings on which this Ordinance is based are located at the City Clerk’s office located at 8353 Sierra Avenue, Fontana, CA 92335. The custodian or records is the City Clerk.
SECTION 7. Certification. The City Clerk of the City Council shall certify to the adoption of this Ordinance.
SECTION 8. Severability. If any provision of this Ordinance or the application of any such provision to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications of this Ordinance that can be given effect without the invalid provision or application.
APPROVED AND ADOPTED this 14th day of November 2023.
READ AND APPROVED AS TO LEGAL FORM:
_________________________________________
City Attorney
I, Germaine Key, City Clerk of the City of Fontana, and Ex-Officio Clerk of the City Council, do hereby certify that the foregoing Ordinance is the actual Ordinance adopted by the City Council and was introduced at a regular meeting on the 14th day of November 2023, and was finally passed and adopted not less than five days thereafter on the 12th day of December 2023, by the following vote to wit:
AYES:
NOES:
ABSENT:
_________________________________________
City Clerk of the City of Fontana
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_________________________________________
Mayor of the City of Fontana
ATTEST:
_________________________________________
City Clerk
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“EXHIBIT A”
Below are the Amendments to Chapter 30 of the Municipal Code.
Chapter 30, Article II. – Administrative Procedures, Section 30-30 of the Code is hereby restated and amended as follows:
Sec. 30-30. - Hearing date and notice.
Upon receipt of the notice of appeal, the body hearing the appeal shall set a date for hearing of the matter and give notice of the date, time and place of the hearing to the appellant at least ten days prior to the date of the hearing. The appeal hearing shall be scheduled no sooner than 30 days nor no later than 60 90 days from the date the application has been deemed complete. This time limit may be extended by mutual agreement of the City and the appellant.
Chapter 30, Article II. – Administrative Procedures, Division 24 of the Code is hereby restated and amended as follows:
DIVISION 24 – PLANNED UNIT DEVELOPMENT (PUD)
Sec. 30-323. Purpose.
This division establishes the regulations and procedures for the approval of a Planned Unit Development (PUD) project, Major and Minor. (1) Purpose. The purpose of this division is as follows:
a. To encourage within the density standards of the general plan and Zoning and Development Code the development of a more desirable living environment by application of modern site planning techniques and building groupings or arrangements that are not permitted through strict application of the present zoning and subdivision ordinances;
b. To encourage the reservation of greater open space and amenities for visual enjoyment and recreational use;
c. To encourage a more efficient, aesthetic and desirable use of land; and
d. To encourage variety in the physical development patterns of the City. (2) Intent. The intent of this division is to ensure that:
a. Planned unit development permits will be issued only where the subject parcel is large enough suitable to make innovative and creative site planning possible;
b. Applicants for planned unit development permits have the 1145
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professional capability to produce a creative plan;
c. The public's interest in achieving goals stated in the general plan will be served more fully through the planned unit development process than through application of conventional zoning regulations;
d. The advantages to landowners afforded by the planned unit development process will be balanced by public benefits; and e. Natural or man-made features and resources of the site such as topography, trees, watercourses, and the like are preserved.
Sec. 30-324. Authority.
The City Council is authorized to approve or deny general plan amendment applications. Minor Planned Unit Developments are allowed by-right in applicable zoning districts. The Planning Commission is authorized to approve or deny a Major Planned Unit Development application and to impose reasonable conditions upon approval.
Sec. 30-325. Uses permitted.
Only those uses permitted in the zoning district shall be permitted under conditions of this division.
Sec. 30-326. Development regulations.
Any project developed pursuant to this division shall comply with the following regulations, and any permit issued shall be subject to such provisions established as conditions of approval.
(A) Major Planned Unit Development
(1) Area of project. Planned unit development projects shall not be less than one acre in total area, except as modified below:
a. For residential projects or mixed-use projects where all units are affordable according to City standards, the minimum land area shall be the minimum lot area requirement of the zoning district in which the project is located.
b. For applications involving conversions of cooperatives to condominiums, the minimum lot area shall be the minimum lot area requirement of the zoning district in which the project is located.
(2) Maximum density. The dwelling unit density shall not exceed a number of units as set forth in the zoning district in which the project 1146
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is located.
(3) Minimum area and dimensions of lot. The area, width and depth of individually owned parcels of land within the development shall be established as a condition of approval, based on the following factors:
a. Topography of the land.
b. The ground area covered by individual dwellings and
accessory structures.
c. Location of common open space and its relationship to the dwelling to be served.
d. Aesthetic relationships between individual units and open spaces. e. Yards and setbacks.
1. Front, side, and rear yards shall be established as a condition of approval. Building lines shall be indicated on the approved site plan map.
2. All buildings shall be set back from all perimeter lines of the project a distance not less than 15 feet for rear yards and 10 feet for side yard setbacks. Greater perimeter
setbacks may be required as a condition of approval.
(4) Distance between buildings. The distance between any two buildings within the project shall be established as a condition of approval but shall not be less than ten-foot between the edges of the eaves.
(5) Maximum building height. The maximum building height permitted in the zoning district shall apply.
(6) Required on-site parking.
a. The number of required parking spaces shall conform to provisions of Article XI.
b. The location and arrangement of parking shall be subject to review by the Planning Commission.
(7) Walls, fences, and landscaping.
a. Appropriate walls, fencing and landscaping around the perimeter of the project shall be required.
b. A landscaping plan for all common open areas shall be submitted with required plans. Approval of the landscape element shall include approval of an acceptable watering system, and
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assurance of continued maintenance.
(8) Signs. The provisions of the zoning district in which the project is located shall apply.
(9) Access.
a. Vehicular access shall be subject to review and approval of the Planning Commission.
b. Conflicts between pedestrian and vehicular circulation shall be minimized. Where such conflicts exist, adequate safety measures shall be in place to protect pedestrians.
c. All pedestrian access to common recreation and open areas shall be subject to review and approval of the Planning Commission. d. Amenities adjacent to drive aisles and streets shall be separated by a physical barrier (i.e. low walls).
e. A variety of pavement textures and colors are required for streets, access ways and driveways, including stamped concrete, pavers, colored concrete and interlocking paving materials.
(10) (9)Minimum dwelling unit floor area. The minimum floor area for each dwelling unit shall not be less than the requirements established by the zoning district.
(11) (10)Common open space elements. The Planning Commission shall review and approve the location, intent, landscape treatment and method of maintaining each common open space or
recreational elements proposed. The Planning Commission may require, as a condition of approval, such improvements as fencing, walls, and/or landscaping necessary to protect abutting residential development.
(12) (11)Fencing. All fences and walls shall be constructed of durable, long- lasting materials. Walls constructed of concrete block shall vary in texture, color, and/or incorporate landscaping in order to provide visual relief. Wood, chain link fencing, and barbed wire are prohibited.
(13) (12)Amenities/recreational uses. Active and passive recreational uses shall be encouraged, including greenbelts, hiking and walking trails, parks, swimming pools, spas, barbecue areas and sports courts. The design of such recreational uses shall be properly integrated into the overall design of the project.
Amenities adjacent to drive aisles and streets shall be separated by a physical barrier (i.e. low walls).
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(14) (13)Private yards. Private yards shall be of sufficient size to be useable for passive outdoor use by occupants.
(15) (14)Orientation. Buildings shall be oriented and located in such a manner as to maximize views and privacy and minimize exposure to intrusive elements such as noise, traffic and negative views. (16) (15)Nuisance factors. The Planning Commission may impose standards, including restrictions on operating hours, for nuisance factors such as lighting, noise, vibrations, smoke, dust, dirt, odors, gases, heat, glare, or other physical impacts.
(17) (16)Natural features. The development shall incorporate, where possible, natural terrain and trees or other vegetation into the overall design of the project.
(18) (17)Other conditions. The Planning Commission may impose other conditions that it deems necessary or desirable to ensure that the project will be established, operated, and maintained in accordance with this division and all other requirements of this chapter and other provisions of law. The decision-making authority may further require reasonable guarantees and evidence that such conditions are being, or will be, complied with. (B) Minor Planned Unit Development – Where a conflict exists between the standards in this section and those pertaining to the underlying zoning district, this section shall take precedence.
(1) Area of project. Minor Planned Unit Development projects shall be located on sites that meet the following criteria:
a. Located within one of the following zoning districts:
1. Single-Family Residential (R-1)
2. Medium Density Residential (R-2) zoning
districts, and
b. Located where at least 80 percent of the land within a 300- foot radius of the site has been developed, and
where water, sewer, streets, schools and fire protection are provided.
c. Not larger than three (3) acres in size.
(2) Maximum density. The dwelling unit density shall not exceed a number of units as set forth in the zoning district in which the project is located, except in cases of utilizing units from any 1149
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allowable density bonus program.
(3) Minimum area and dimensions of lot. The area, width and depth of individually owned parcels of land within the development shall be established as part of the Minor Planned Unit
Development approval, with a maximum deviation of 20% from the requirements of the applicable zoning district, based on the following factors:
a. Topography of the land.
b. The ground area covered by individual dwellings and
accessory structures.
c. Location of common open space, if provided, and its
relationship to the dwelling to be served.
d. Aesthetic relationships between individual units and open spaces.
(4) Yards and setbacks.
a. Front, side and rear yards shall be permitted to deviate from the requirements of the underlying zoning district a maximum of 20% from the requirements of the applicable zoning
district. Front, side, and rear yards shall be established as part of the Minor Planned Unit Development approval.
(5) Lot coverage. Lot coverage shall be established as part of the Minor Planned Unit Development approval, with a maximum deviation of 20% from any applicable lot coverage of the zoning district.
(6) Distance between buildings. The distance between any two buildings within the project shall be established as part of the Minor Planned Unit Development approval but shall not be less than six-feet between the edges of the eaves.
(7) Maximum building height. The maximum building height permitted in the zoning district shall apply.
(8) Required on-site parking.
a. The number of required parking spaces shall conform
to provisions of Article XI.
b. The location and arrangement of parking shall be
determined as part of the Minor Planned Unit Development approval.
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(9) Walls and fences.
a. Fences and walls shall be designed to be an attractive part of the project with materials and designs that are compatible with the exterior building materials and demonstrate design integrity with the project as a whole. Wood fencing, chain link or chain link with slats, and barbed wire shall be prohibited. (10) Landscaping.
a. Landscaping shall meet the requirements of Article X (General Landscape Requirements)
b. Landscaping shall be incorporated to create an attractive visual for residential units, to provide privacy for adjacent residential units and to create useable open space when possible.
c. The landscape design shall provide shade and accent
plant materials of distinctive texture and color.
d. A tiered planting plan shall be proposed and installed.
1. A minimum of three tier types that include
a combination of groundcover, shrubs, and
specimen trees shall be incorporated.
2. Different scales, forms, colors and/or
textures of plant materials shall be used as “tiered”
planting visually increases the depth of planters
and promotes interest and diversity.
3. The tiered concept shall be applied to
areas facing the right-of-way and in front of
individual residential units or multi-family housing
projects.
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(11) Signs. The provisions of the zoning district in which the project is located shall apply.
(12) Access and paving.
a. Decorative pervious paving shall be incorporated into paved and landscaped areas in order to enhance the appearance of the project, reduce the visual impact of paved surfaces and act as a traffic calming measure.
1. Decorative paving, including stamped concrete, pavers, brick, grasscrete, interlocking paving materials and other comparable materials, shall be used for all drive aisles in the entire development.
b. Conflicts between pedestrian and vehicular circulation shall be minimized. Where such conflicts exist, adequate safety
measures shall be in place to protect pedestrians.
c. The development shall include entry monumentation to provide an aesthetically pleasing, “celebrated” entry statement. The development shall provide all of the following components:
1. A minimum of two 36 inch box trees.
2. Uplighting on the building and landscaping.
3. Architectural elements, such as columns, pergolas, low walls, and similar elements with signage identifying the community and/or address.
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(13) Minimum dwelling unit floor area. The minimum floor area for each dwelling unit shall established as required by the applicable zoning district.
(14) Architectural design and site criteria. All criteria in Sec. 30-435 and 30- 477 shall apply to projects utilizing the Minor Planned Unit Development.
(15) Orientation. Buildings shall be oriented and located in such a manner as to maximize views and privacy and minimize exposure to intrusive elements such as noise, traffic and negative views.
End units shall be oriented toward, and take access from, the public right-of-way.
(16) Frontage and Entries. Each residential unit taking access from the ground floor shall incorporate one of the following frontage types:
a. Porch. In the porch frontage type, the main façade of the building has a small-to-medium setback from the
frontage line. The resulting front yard is typically small and can be defined by a wall or fence to spatially maintain the edge of the street. The engaged porch has two
adjacent sides of the porch that are attached to the
building while the other two sides are open.
b. Dooryard. In the dooryard frontage type, the main facade of the building is set back a small distance and the
frontage line is defined by a low wall or hedge, creating a small dooryard. The dooryard shall not provide public circulation along a ROW. The dooryard may be raised,
sunken, or at grade and is intended for ground-floor
residential.
c. Stoop. In the stoop frontage type, the main facade of the building is near the frontage line and the elevated stoop 1153
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engages the sidewalk. The stoop shall be elevated above the sidewalk to ensure privacy within the building. Stairs or ramps from the stoop may lead directly to the sidewalk or may be side-loaded. This type is appropriate for
residential uses with small setbacks.
(17) Natural features. The development shall incorporate, where possible, natural terrain and trees or other vegetation into the overall design of the project.
Sec. 30-327. General requirements.
(a) Phased development. A proposed Major Planned Unit Development project that is phased over time shall be accompanied by a schedule establishing approximate dates when each phase shall be complete. Each phase of a phased development shall include its pro-rata share of total planned common space, facilities, services, and inclusionary units, as applicable. (b) Common areas. Where common areas or facilities are proposed, an operation and maintenance program shall be prepared.
(c) Development agreements. Completion time and complexity of proposed planned developments may make desirable a development agreement between the project applicant and the City. Any such development agreement shall be subject to the provisions of Division 23, of this article herein.
Sec. 30-331. Findings for approval.
Before the Planning Commission may grant a Major Planned Unit Development permit, it must make all of the following findings:
(1) The proposed project conforms to the general plan and is consistent with the purposes and requirements of this division.
(2) The uses within the project are compatible.
(3) New buildings or structures related to the project are compatible with the scale, mass, bulk, and orientation of buildings and structures in the surrounding vicinity.
(4) The project is consistent with any adopted design guidelines applicable to the project area.
(5) The overall project reflects a high level of development and design quality that will enhance and benefit the City as a whole.
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(6) The proposed project will be served by adequate water, sewer, public utilities, and services, and will have adequate vehicular and pedestrian access to ensure that it will not be detrimental to the public health, safety, or welfare.
Sec. 30-333. Hearing – Planning Commission. Approval Process. (1) Major Planned Unit Development
(a) Upon the filing of a complete application for amendment to the text or land use map of the general plan, the matter shall be set for hearing before the Planning Commission for recommendation to the City Council. Applications for general plan amendments shall be heard four times (approximately quarterly) per year. The filing deadlines for such applications shall be set at a date no closer than 51 days prior to the appropriate meeting date. the required entitlements for a proposed residential development requesting to utilize the Major Planned Unit Development, the matter shall be set for hearing before the Planning Commission.
(b) The Planning Commission shall hold at least one public hearing upon the matters referred to in the application for amendment. If the Planning Commission finds that the proposal substantially promotes the goals of the City's general plan, the Planning Commission shall recommend the change to the City Council. The Planning Commission shall transmit its report in writing to the City Council within 90 days following the public hearing. The report shall set forth the reasons of the Planning Commission recommendations and the relationship of the proposed change to the general plan. The Planning Commission shall also have the authority to forward the application to the City Council for consideration.
(c) If the decision of the Planning Commission is to deny an application requesting the change of general plan amendment, the decision shall be final unless there is an appeal as provided for in Division 5 of this article herein.
(d) The Planning Commission shall also have the authority to forward the application to the City Council for consideration. (2) Minor Planned Unit Development
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(a) Minor Planned Unit Developments are allowed by-right in applicable zoning districts. Compliance with the development standards in this Division is required for approval of the Minor Planned Unit Development application but does not preclude the proposed development from being subject to other required review and approval for site, architectural, subdivision, and other applicable applications
Chapter 30, Article IV. – Zoning District, Section 30-417 of the Code is hereby restated and amended as follows:
Sec. 30-417 – Setback requirements.
(a) Required setback. Any person constructing, erecting, enlarging, or relocating a structure or portion of any structure fronting or siding on any street, highway, or other right-of-way for vehicular travel shall place such structure no closer to the right-ofway than as indicated by the development standards outlined in the various zoning districts.
(b) Greater setback may be required. Where a setback distance clearly exists as a general pattern in a particular block or area, the setback requirements for the area shall be no less than the distance established by the existing setback pattern in the block or area, as determined by the approval body.
(c) Lesser setback. The approval body may adopt by resolution a lesser setback line by way of variance along any street or highway when the existing setback of buildings or structures in an area necessitates a modification in the highway crosssection standard for that street or highway or as determined by the City Engineer. (d) Location of centerline. In those cases where there is a question as to the location of the official centerline of the street or highway, the City Engineer shall determine the precise location of the centerline.
(e) No use or storage within setbacks. All used car lots, parking lots, gasoline pump islands, or similar open storage or use, shall be designed, located, and maintained in such a manner as to comply with the building setback provisions as set forth in this pursuant to the appropriate article herein. Auto display areas for car sales may be approved in a required setback area with a conditional use permit pursuant to the appropriate article herein. No utility transformer shall be located within any street/highway setback area.
(f) Projection into landscape setbacks along public rights-of-way. A landscape setback along public rights-of way may be reduced by up to 50% where a deceleration lane or bus bay would result in an encroachment into the required landscape setback area.
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a) The reduced landscape setback area shall be no more than the length of the required deceleration lane or bus bay, as determined by the City Engineer.
b) Does not include any reduction of the landscaped area requirement or landscape screening requirement for parking areas.
Chapter 30, Article V. – Residential Zoning District, Section 30-430 of the Code is hereby restated and amended as follows:
Sec. 30-430. Uses permitted.
(a) Uses by zoning district. Table No. 30-430 lists the uses permitted in each of the residential zoning districts. A "P" indicates a use is permitted by right, a "C" indicates the use requires the granting of a conditional use permit, and "—" means the use is not permitted in that zoning district. (b) Uses subject to specific requirements. Permitted uses marked with an asterisk "*" indicate that the use is subject to special use regulations in Section 30-432. Conditional uses are subject to the provisions in Section 30-433.
Table No. 30-430
Permitted Uses in Residential Zoning Districts
Use R-E R-1 R-2 R-3 R-PC
A. Residential Uses
Single-Family Detached Dwelling P(a) P(a) P(a) P(a) P(a) Single-Family Attached Dwelling — — P P —
Planned Unit Development - Major — C C C —
Planned Unit Development – Minor — P — P — —
Multiple-Family Dwelling — — P P —
Senior Housing C C C C C
Manufactured Home P P P P P
Accessory Dwelling Unit P P P — P
Group Home—Licensed (One to Six Persons) P P P P P
Group Home—Licensed (Seven or More
Persons)
C C C C C
Mobile Home (Not in a Mobile Home Park) — — — — —
Mobile Home Park P P P P P
Boarding Home (2 Rooms or Less) P P P P P
Boarding Home (3 or More Rooms) — — C C —
B. Other Uses
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Ambulance Building — P P P P
Assisted Living Facility (Senior or Otherwise) C C C C C Automobile Sales (Wholesale Internet Only, No
Display)
P P P P P
Cemetery C C C C C
Child Care (One to Seven Persons) P P P P P
Child Care (Eight to 14 Persons) M M M M M
Clubs, Civic, Community or Private — — C C C
Convalescent or Nursing Home C C C C C
Equestrian Facility (Other Than Private Stable) C — — — — Fire Stations/Police Stations P P P P P
Golf Courses and Accessory Uses C C C C C
Governmental Buildings and Uses C C C C C
Parolee Housing C C C C C
Philanthropic and Charitable Organizations — — C C C
Places of Assembly C C C C C
Public Park or Playground P P P P P
Public Utility and Public Service Structures C C C C C
Residential Care Facility—License (Six or Fewer
Persons)
P P P P P
Residential Care Facility—Licensed (Seven or
More Persons)
C C C C C
Schools, Private or Parochial C C C C C
Schools, Public P P P P P
Stable, Private P* — — — —
C. Accessory Uses
Accessory dwelling units P P P P P
Accessory Structures P P P P P
Agricultural Uses P* — — — —
Animals, Small—Keeping and Raising P* P* P* P* P*
Animals, Large—Keeping and Raising P* — — — —
Antenna, Receiving P P P P P
Antenna, Transmitter, Cellular Poles C C C C C
Commercial Vehicle Parking — — — — —
Garage, Private P* P* P P P
Carports P* P* P* P* P*
Guest House P P — — P
Home Occupation P* P* P* P* P*
Junior accessory dwelling units P P P — P
Private Swimming Pool P* P* P* P* P*
Oversized Vehicle Parking P* P* P* P* P*
Tennis Courts, Private P P P P P
D. Temporary Uses
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Construction Trailers P* P* P* P* P*
Sales or Rental Office P* P* P* P* P*
(a) Only one single-family dwelling is permitted per legal parcel. An Accessory Dwelling Unit (ADU) may also be permitted if all requirements of the Municipal Code are met. Subdivisions of property for the purpose of single-family development requires approval of a tentative tract map or parcel map.
Chapter 30, Article V. – Residential Zoning District, Section 30-434 of the Code is hereby restated and amended as follows:
Sec. 30-434. Residential development standards in R-E, R-1, R-2, R-3, and R-PC.
Residential development standards are basic standards designed to create quality residential developments. The residential development standards indicated in Table No. 30-434, (residential development standards) and Table No. 30-437, (density bonus residential development standards) serve as the minimum standards controlling development.
See Sec. No. 30-444 for additional requirements pertaining to properties in the R-2 and R-3 zoning districts.
Table No. 30-434
Residential Development Standards
R-E R-1 R-2 R-2 R-3 R-PC
Maximum
permitted number of
dwelling units per
adjusted gross acre
2.0 5.0 7.6
detached
or
up to 12.0,
subject to
Minor
PUD
standards
5.1-12.0
attached
or multifamily
12.0-24.0 3.0
Lot Dimensions, Lot Size, and Lot Coverage
Minimum width @
required front
setback
80-foot 60-foot 50 40-foot
(a)
N/A N/A 70-
foot
Minimum width @
front P/L
80-foot 60-foot 50 40-foot
(a)
200-foot
50-foot
200-foot 70-
foot
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Minimum flag lot
frontage @ front P/L
N/A N/A N/A N/A N/A N/A
Minimum depth 150-foot 100-foot 75 90-foot
(a)
300-foot
90-foot
300-foot 100-
foot
Minimum lot size
(sq. ft.) (r)
21,780 6,000
with
an
average
of 7,200
3,000(a)
5,000 with
an
average
5,445
5 acres
5,000
with an
average
of 5,445
5 acres 10,00
0 Maximum lot
coverage (as a
percent of adjusted
gross acreage of
total site)
45% 45% 50% 50% 50% 45%
Single-Family Minimum Dwelling Unit Size
Minimum dwelling
unit size (sq. ft.),
one-story
2,000 1,200 1,200 MultiFamily
Minimum
Dwelling
Sizes
below
MultiFamily
Minimum
Dwelling
Sizes
below
2,000
Minimum dwelling
unit size (sq. ft.),
two-story (e)
2,000 1,200 1,200 MultiFamily
Minimum
Dwelling
Sizes
below
MultiFamily
Minimum
Dwelling
Sizes
below
2,000
Minimum dwelling
unit size (sq. ft.) infill development,
one- and two-story
(e)
N/A 1,200 1,200 N/A N/A N/A
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Minimum dwelling
unit size (sq. ft.)
affordable/density,
one- and two-story
See
Table
30-
437.A.
Density
Bonus
See
Table
30-
437.A.
Density
Bonus
See Table
30-437.A.
Density
Bonus
See
Table
30-
437.A.
Density
Bonus
See
Table
30-
437.A.
Densit
y
Bonus
See
Table
30-
437.A.
Densit
y
Bonus
Multiple-Family Minimum Dwelling Size (Standard, Senior and Affordable Housing)
Studio N/A N/A N/A 550 sq.
ft.
550 sq.
ft.
N/A
One bedroom N/A N/A N/A 600 sq.
ft.
600 sq.
ft.
N/A
Two bedrooms N/A N/A N/A 800 sq.
ft.
800 sq.
ft.
N/A
Three or more
bedrooms
N/A N/A N/A 900 sq.
ft.
900 sq.
ft.
N/A
Multiple-Family Minimum Dwelling Size (Seniors)
Studio N/A N/A N/A 550 sq.
ft.
550 sq.
ft.
550
sq. ft.
One bedroom N/A N/A N/A 600 sq.
ft.
600 sq.
ft.
700
sq. ft.
Two bedrooms N/A N/A N/A 800 sq.
ft.
800 sq.
ft.
900
sq. ft.
Three or more
bedrooms
N/A N/A N/A 900 sq.
ft.
900 sq.
ft.
1,000
sq. ft.
Multiple-Family Minimum Dwelling Size (Affordable)
Studio N/A N/A N/A 550 sq.
ft.
550 sq.
ft.
N/A
One bedroom N/A N/A N/A 600 sq.
ft.
600 sq.
ft.
N/A
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Two bedrooms N/A N/A N/A 800 sq.
ft.
800 sq. ft. N/A
Three or more
bedrooms
N/A N/A N/A 900 sq.
ft.
900 sq. ft. N/A
Maximum Building Heights
SingleFamily/Detached(d)
35-foot 35-foot 35-foot N/A N/A 35-
foot
MultiFamily/AttachedN/A N/A N/A 55-foot 55-foot N/A
Single-Family Setbacks Building to P/L
Front 30-foot 22-foot 2218-foot N/A
22-foot
25-foot 25-
foot
Side, Interior TwoStory15-foot 5-foot
min./15-
foot
aggrega
te (e)
5-foot N/A
5-foot
5-foot
min./15-
foot
aggreg
at e
5-foot
min./2
0-foot
aggre
gate
Side, Interior
Single-Story
15-foot 5-foot (e) 5-foot N/A
5-foot
N/A 5-foot
min./2
0-foot
aggre
gate
Side, Corner lot 15-foot 10-foot 10-foot N/A
10-foot
10-foot 15-
foot
Rear 30-foot 20-foot 2015-foot N/A
20-foot
20-foot 20-
foot
Single-Family Patio and Enclosed Patio Setbacks
Rear 15-foot 10-foot 6-foot 6-foot 10-foot 15-
foot
Side 15-foot See (c) 5-foot N/A
5-foot
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Single-Family one-story open sided patios of 200 square feet and less. See Note (9) Rear 3-foot 3-foot 3-foot
Side 3-foot 3-foot 3-foot
Single-Family Balcony Setbacks
Rear 15-foot 10-foot 6-foot 6-foot 10-foot 15-
foot
Side 15-foot 5-foot N/A
5-foot
Multi-Family Parking Setbacks to P/L
Major or primary N/A N/A N/A 25-foot 25-foot N/A
Secondary or
collector
N/A N/A N/A 20-foot 20-foot N/A
Local N/A N/A N/A 15-foot 15-foot N/A
Multi-Family Open Space Requirements
Open space, private
ground/upper floor
(sq. ft.), minimum
N/A N/A N/A 150/100 150/100 N/A
Open space,
common, as a
percentage of
adjusted gross
acreage of project
area, minimum
N/A N/A N/A 35% 35% N/A
Open space,
useable, (combined
total of private and
common open
space), as a
percentage of
adjusted gross
acreage of project
area, minimum
N/A N/A N/A 40% 40% N/A
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Landscape
Requirements
See
Article X
See
Article X
See
Article X
See Article
X
See
Article
X
See
Article
X
Recreational
Facilities
N/A N/A See
Section
No.
30-451
See
Section
No.
30-451
See
Sectio
n No.
30-451
N/A
Amenities N/A N/A See
Sec. 30-
344
See Sec.
30-
344
See
Sec.
30 -
344
N/A
N/A = Not Applicable.
Notes:
(a) Developments with detached units utilizing a condominium map for subdivision shall not be subject the minimum lot size, dimensions and interior property line setbacks.
(b) Additional Standards Pertaining to Development in the R-2 and R-3 Zoning Districts Notes:
(1) Minimum width of cul-de-sac lots and "knuckles" shall be 42 linear feet as measured at the property line. The Planning Commission may reduce this minimum requirement provided the applicant submits the tentative tract map and design review concurrently along with a plotting exhibit (showing the footprint and driveway of each dwelling unit located on a cul-de-sac or knuckle) demonstrating parking compliance to the satisfaction of the Director of Community Development Planning.
(2) For single-family residential lots, the Planning Commission may vary the minimum lot width or depth by ten percent for particular lots, due to unique or special circumstances, and/or parcel of unusual configuration. For lots located on a cul-de-sac or knuckle, the lot depth can be calculated by averaging both side property lines provided the average is not less than the specified lot depth for that zoning district.
(3) Side setbacks for patios in the R-1, R-2 and R-PC shall be consistent (equal to or greater) with the side setback for any existing dwelling unit. 1164
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(4) Each dwelling unit built within any residential zoning district shall provide a minimum one-half bath ("powder room"), consisting of at least a water closet (toilet) and sink, on the first or ground floor when such first or ground floor contains habitable living space.
(5) In hillside areas, structure heights shall be limited to 25 feet as specified in Section 30-630 (hillside overlay).
(6) For lots located on a cul-de-sac or knuckle, the rear setback can be calculated by averaging both rear corners of dwelling provided the average is not less than the specified setback for that zoning district. (7) Where any door (excluding a service door to an attached garage) opens onto a side setback area from habitable living space, that side setback area shall be increased to 10 feet.
(8) Any garage which fronts on, or opens onto, a street shall be setback at least 22 feet.
(9) For one-story open sided detached patio covers of 200 square feet or less in R- 1, R-2, and R-PC, the setback shall be no less than three feet to the rear property line and no less than three feet to the interior side property line. (10) Development standards apply to attached or multi-family projects of 7.7 to 12 du/ac.
(10) (11) For allowed projections into required setback area, see Section 30-441, projections into setbacks.
(11) (12) For setbacks pertaining to accessory buildings and structures see Section 30-461 (accessory buildings and structures).
(12) (13) The habitable living space of a building may be allowed to encroach into the required front setback in compliance with the plotting and design criteria; in no case, however, shall the garage portion of a building encroach into the required front setback, except as provided for by [subsection] (14 13). (13) (14) Side-on garages may be allowed to encroach into the required front setback up to a maximum of six feet.
(14) (15) For the purposes of this section, subterranean or partial subterranean parking shall not be considered a floor/story for the purpose of determining 1165
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building setbacks.
(15) (16) "Alternative" minimum standards may be established with an approved conditional use permit pursuant to Article II, Division 24, (planned unit development regulations).
(16) (17) For existing legal lots smaller than this minimum see Section 30-414 (lot size conformance).
(17) (18) Corner lots shall have a width of not less than 65 feet (see Section 26- 180(1), area and width of lots).
(18) (19) The 15-foot aggregate pertains to new single-family residential development only.
(19) (20) All setbacks shall be measured from the main structure, not the overhang. (20) (21) Two-story multi-family units shall be required to provide a minimum of 100 square feet of private open space, either on the first or second floor.
Multi-family units located above the ground floor shall be required to provide a minimum of 75 square feet.
(21) (22) Existing legal lots of record located in any residential zoning district may be developed pursuant to the required development standards identified in the applicable zoning district.
Chapter 30, Article V. – Residential Zoning District, Section 30-435 of the Code is hereby restated and amended as follows:
Sec. 30-435. - Plotting and design criteria.
The following shall comply with new design reviews. Variations and possible additional criteria may be added by the Planning Commission to individual design reviews based upon Planning Commission consideration of individual circumstances:
(1) No two adjacent homes using the same floor plan shall have the same exterior color scheme/treatment.
(2) Adjacent homes shall have varying setbacks. Minimum variation shall be four feet unless located on a curvilinear street, which provides a varied street scene, and then the variation shall be three feet. When one-story and two-story homes 1166
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are adjacent, the two-story home shall have the larger front setback. (3) Window mullions shall be provided on first, second, and third story windows of all elevation seen from public view, as approved by the Planning Commission.
The mullions shall be provided in a variety of shapes.
(4) Trim with a stucco covering may be painted in a contrasting color. The contrasting color should be color compatible with the trim color. (5) Homes with a trim (band) feature, which distinguishes the first and second floors, should have the band on the front, side, and rear elevation of the homes. (6) A variety of designs (window and door pattern) shall be used on car garage doors, with no two adjacent homes that have the same floor plan and elevation shall use the same garage door/window pattern. In no case shall more than three homes of any floor plan or elevation have the same garage door/window pattern in a row. The applicant shall provide a color board indicating proposed garage door colors and window patterns for Planning Commission approval.
(7) Wall-mounted decorative lighting fixtures at a minimum of 18 inches in height shall be provided at the front porch and on each side of the garage door. A sample of lighting types shall be provided for Planning Commission review and approval.
(8) All front doors shall provide decorative treatment. A sample of door treatments shall be provided for Planning Commission review and approval.
(9) All utility boxes shall be landscaping with shrubs or other low-profile landscaping. A sample of landscaping/landscaping treatments shall be provided for Planning Commission review and approval.
(10) The Community Development Director Director of Planning, or his/her designee, shall have the authority for minor architectural changes focusing around items such as window treatments, color combinations, facade treatments, and architectural relief. Questions on the interpretation of this provision or changes not clearly within the scope of this provision shall be submitted to the Planning Commission for consideration under a revision to the design review.
(11) All lots shall provide decorative hardscape within the concrete walkways leading to the front door of the house in order to complement the home's exterior architectural elements. (Example: If the home uses rock, brick, or 1167
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other similar material on the exterior of the house, these materials shall be incorporated into the walkways along with decorative trowled bands; decorative patterned scoring; exposed aggregate finishes; stamped concrete, etc. This requirement shall be identified on the phasing site plan that is submitted to the Building and Safety Division for plan check. A detail of the types of hardscape to be used on the walkways shall also be shown on the phasing site plan.)
(12) Steel gates with privacy screening (defined as material used on the steel gate to obscure the view of the back yard from the street) shall be required for side yards. A sample of gate privacy screening treatment shall be provided for Planning Commission review and approval.
Chapter 30, Article V. – Residential Zoning District, Section 30-444 of the Code is hereby restated and amended as follows:
Sec. 30-444. Additional development standards in R-2 and R-3 zoning districts.
Residential development standards are basic standards designed to create quality residential developments. The residential development standards indicated in Table No. 30-434 (residential development standards) and Table No. 30-437 (density bonus residential development standards) serve as the minimum standards controlling development. In addition to the applicable standards indicated in Table No. 30-434 and Table No. 30-437, the following standards shall be required of all multiple-family residential developments in the R-2 and R-3 zoning districts. (1) Building separation. Table No. 30-444 sets forth specific standards for minimum building separation and setbacks as follows:
Table No. 30-444
Building Separation Requirements
Building (b) Setback and Separation (in feet) to Adjacent Zones
R-2 R-3
R-E 75-foot 75-foot
R-1 25-foot 25-foot
R-2 25 10-foot 25 10-
foot
R-3 15 10-foot 15 10-
foot
R-PC, Single-Family 75 20-foot 75 20-
foot
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R-PC, Specific Plan (single-family/multi-family) 25-
foot/15-
foot
25-
foot/15-
foot
All other zoning districts 20-foot 20-foot
R-2 R-3
Single-Family Detached – Minimum Building to Building 10-foot 10-foot Single-Family Detached – Minimum Distance to Public
Right
15-foot 15-foot
Attached/Multi-Family Building to Public Rights-of-Way
(streets)
R-2 R-3
Major or primary 30-foot 30-foot
Secondary or collector 25-foot 25-foot
Local 20-foot 20-foot
Attached/Multi-Family - Minimum Building to Building
Distance
R-2 R-3
Front to front 35 25-foot 35 25-
foot
Front to side 35 25-foot 35 25-
foot
Front to rear 35 25-foot 35 25-
foot
Rear to side 25 15-foot 25 15-
foot
Rear to rear 25 15-foot 25 15-
foot
Side to side 20 15-foot 20 15-
foot
Parking and drive aisle setbacks to adjacent zoning
districts
R-2 R-3
All residential 10-foot 10-foot
All other 10-foot 10-foot
Parking setback to public rights-of-way (streets) (h) R-2 R-3 Major or primary 25-foot 25-foot
Secondary or collector 20-foot 20-foot
Local 15-foot 15-foot
Private street or driveway 5-foot 5-foot
1. Additional Standards Pertaining to the R-2 and R-3 Zoning Districts Notes:
i. For the purpose of this table, accessory structure means a subordinate structure which is incidental and not attached to a building but is on the same lot. If an accessory structure is attached to the building, or if the roof is a continuation of the building roof, the accessory structure shall be considered an addition to the building.
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ii. Building shall mean dwelling units. For purpose of this table, building setback standards shall be for two-story development, setback standards may be modified by other lettered notes herein.
iii. Subtract ten feet for a single-story dwelling unit or a multi-story dwelling unit having a single-story element with a depth of at least ten feet. iv. "Front" is defined as that face of the building or unit with a major glass area and/or major private recreation area and may include access to that private recreation area. This access may or may not relate to the primary entrance to the building that faces the street or drive; therefore, some buildings may have more than one "front" under this definition. v. The "rear" of a building is defined as the point or area farthest from the front. Where a building is identified to have two fronts the building may be considered not to have a rear facing. For the purpose of this table, zoning districts are not considered adjacent if separated by a dedicated public right-of-way of more than 50 feet in width.
vi. Balconies, patios (uncovered and covered), patio fences/walls, porches, and similar liked structures may project into the setback area up to a maximum of six feet, providing, however, that such structures shall never be separated by less than 15 feet (horizontal).
vii. Buildings may be staggered to encroach into the required setback up to a maximum of five feet, provided there is an equal or greater setback at the opposite/other face of the building. Such staggered encroachment shall be averaged so that for each building which encroaches into the setback, another building will offset such encroachment by an equal number of feet along the same frontage.
viii. Where there is a grade differential between properties of greater than ten feet (as determined by the precise grading plan), the setback requirement may be modified as follows: when the building is at the lower grade, the required setback may be reduced by one linear foot for each three vertical feet of difference. Where the building is at the higher grade, the required setback shall be increased by one linear foot for each three vertical feet of difference. Such modification to the required setback shall be limited to a maximum of ten feet.
ix. The pedestrian walkway may project into the setback area provided a minimum ten-foot area is maintained free and clear for landscaping.
2. Separation of accessory buildings, parking areas, and vehicular access ways.
a. Distance between an accessory building and side and rear property lines shall be no less than ten feet. Where the adjacent zoning district is non- residential or for safety, as determined by the Police Department, garages and carports may encroach a maximum of 50 percent into the required width of the side or 1170
Ordinance CC No. 2023-_____
rear setback.
b. Distance between two accessory buildings shall be no less than ten feet. c. Distance between an accessory building and any dwelling unit shall be no less than 15 feet.
d. Distance between open, guest parking areas and any dwelling unit shall be no less than ten feet.
e. Distance between vehicular access way and any dwelling unit shall be no less than ten feet.
f. If a carport is located no less than ten feet from a side or rear property line, the rear wall of the carport may have openings to allow view and accessibility to an adjacent landscaped area, as illustrated in the design guidelines. g. Detached assigned and/or required parking stalls, carports and enclosed garages shall be located no more than 150 feet from the dwelling unit they serve, unless otherwise approved by the Director of Community Development Planning.
3. Minimum driveway access width. Minimum access way width of 26 feet is required for all access drives serving multiple-family developments. A minimum access way width of 30 feet is required for all access drives serving multi-family developments of three stories or more.
4. Water heaters. Each dwelling unit shall have a separate hot water heater or may be provided with a centralized circulation water heating system sufficient to serve all dwelling units on the property.
5. Laundry facilities. All multiple-family residential units shall be provided washer and dryer hookups and laundry space with the unit or garage. The laundry area shall not infringe upon garage parking area. In the case of apartments, common laundry facilities may be included in addition to the individual unit hookups.
6. Storage facilities. A separate area having a minimum of 125 cubic feet of private and secure storage space shall be provided for each unit. a. Said storage area may be located within an attached garage, provided it does not interfere with garage use for automobile parking.
b. Normal closet and cupboard space within the dwelling unit shall not count toward meeting this requirement.
c. No storage shall be in carport area. Storage in carport areas shall be over hood or overhead. Over hood storage shall provide a minimum of four feet of clearance and overhead storage shall provide eight (8) feet of clearance. d. Enclosed garages are required to provide 125 cubic feet of storage cabinet space, or 125 cubic feet of storage space may be provided elsewhere on the site.
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7. Garage doors. All garages shall be provided with sectional garage doors and automatic garage door openers.
8. Dwelling entries.
a. All units shall be provided with standard door locks and dead bolts. No dwelling entry shall be located with direct, uninterrupted, unimpeded access to a primary or secondary arterial street.
9. Refuse storage areas. Individual trash receptacles for each unit shall only be permitted with an approved site layout of refuse pick-up by the City and Burrtec the authorized refuse hauler. Projects that do not have an approved plan shall provide standard refuse storage facilities for the containment of standard receptacles based on the following requirements:
a. Number of receptacles.
Number of Units Types of
Receptacles
Number of
Receptacles Required
0—8 3-Yard Bin 1
16—24 3-Yard Bin 2
Each 8 Additional Units 3-Yard Bin 1
b. All refuse storage areas shall be readily accessible to the users they serve as well as for collection operations and shall be enclosed by a solid decorative masonry or concrete block wall at least 60 inches in height that shall be designed in a manner architecturally compatible with the overall design of the project's buildings.
1. The site area shall have a concrete pad at least four inches in thickness.
2. The storage area shall be designed with a lattice or metal solid cover matching the exterior building material and color with a solid gate or with mesh.
3. The refuse storage area shall be located within 150 feet walking distance of the unit it services.
10. Recreational facilities. The developer shall provide recreational facilities in conjunction with common open space as a minimum requirement for all multifamily projects in the R-2 zone and for the minimum density allowed in the R-3 zones. Recreational facilities shall not be required for projects utilizing a Minor Planned Unit Development (Minor PUD) for development.
a. Development consisting of 30 units or fewer shall provide three of the following recreational facilities:
1. Large open lawn area, minimum dimensions shall be 50 feet by 20 feet.
2. Tot-lot with multiple play equipment.
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3. Spa and/or pool.
4. Barbecue facility equipped with grill, picnic benches, etc. b. Development consisting of 31 units to 100 units shall provide an additional recreational facility as in (a) above, or equivalent, as approved by the Planning Commission.
c. Development consisting of 101 units to 200 units shall provide five of the following recreational facilities, or equivalent, as approved by the Planning Commission:
1. Large open lawn area, minimum dimensions shall be 100 feet by 50 feet.
2. Multiple tot-lots with multiple play equipment. The tot-lots shall be conveniently located throughout the site and separated with a low decorative wall or tubular steel fence from any drive aisle.
3. Pool and spa.
4. Community multi-purpose room equipped with kitchen, defined areas for games, exercises, etc.
5. Barbecue facilities equipped with multiple built in gas grills with shelving, picnic benches and shade structures. The barbecue facilities shall be conveniently located throughout the site.
6. Court facilities (e.g. tennis, volleyball, basketball, etc.).
7. Jogging/walking trails with exercise stations.
d. For each 100 units above the first 200 units, another recreational facility as described in Section 30-451, or equivalent, shall be provided for approval by the Planning Commission.
e. Other recreational facilities not listed above may be considered subject to the Planning Commission review and approval.
f. Related recreational activities may be grouped together and located at any one area of the common open space.
g. Recreational facilities shall be dispersed throughout the site. h. All recreational areas or facilities required by this section shall be maintained by private homeowner's associations, property owners, or private assessment.
11.Circulation, pedestrian and vehicular parking.
a. Pedestrian circulation. Every multiple-family residential development shall be designed in such a manner that adequate walkways are provided convenient to the needs of the residents and guests and the services of public agencies.
Pedestrian access to the unifying elements of any development should be 1173
Ordinance CC No. 2023-_____
separate from and free of conflict with vehicular access ways. All developments consisting of six units or more shall provide directories placed in a convenient location at the development entry.
b. Vehicular circulation. Every multiple-family residential development shall be designed with an internal street and parking system adequate to handle the need for vehicular circulation. Said system shall be in compliance with all applicable standards of this chapter.
Chapter 30, Article V. – Residential Zoning District, Section 30-451 of the Code is hereby restated and amended as follows:
Sec. 30-451. – (R-4 and R-5) Recreational facilities.
On-site amenities shall be considered in the context of existing off-site amenities and their spatial relationships (distance, ease of access and safety) to active retail services, bicycle lanes, walking trail, and mass transit such as commuter/light rail or bus rapid transit (BRT) service.
In addition to the off-site amenities mentioned above, the developer shall provide on- site recreational facilities in conjunction with common open space as a minimum requirement for all multi-family projects in the R-4 zone and the R-5 zone:
(1) Development consisting of 50 units to 79 units shall provide three of the following recreational facilities:
a. Indoor gym/fitness facility (minimum 500 square feet). b. Tot-lot with multiple play equipment.
c. Spa and pool (min 25 yard by 15 yards).
d. Barbecue facility equipped with grill, picnic benches, etc (min of five areas).
(2) Development consisting of 80 units to 200 units shall provide all recreational facilities as listed in Section 30-451 above. Other recreational facilities or community benefits not listed above may be considered subject to the Planning Commission review and approval.
(3) Development consisting of 201 units to 400 units shall provide all recreational facilities as listed in Section 30-451 and a minimum of one of the following additional recreational facilities, or equivalent, as approved by the Planning Commission:
a. Large open lawn area, minimum dimensions shall be 100 feet by 50 1174
Ordinance CC No. 2023-_____
feet (e.g. Rooftop garden).
b. Multiple tot-lots with multiple play equipment. The tot-lots shall be conveniently located throughout the site. The number of tot-lots and their location shall be subject to Planning Commission review and approval.
c. Lap pool and spa (e.g. Rooftop, min 25 yard by 25 yards). d. Community multi-purpose room equipped with kitchen, defined areas for games, exercises, etc.
e. Barbecue facilities equipped with multiple grills, picnic benches and shade structures. The barbecue facilities shall be conveniently located throughout the site. The number of barbeque facilities and their location shall be subject to Planning Commission review and approval. f. Court facilities (e.g. tennis, volleyball, basketball, etc.). g. Jogging/walking trails with exercise stations.
h. Other recreational facilities not listed above may be considered subject to the Planning Commission review and approval.
Related recreational activities may be grouped together and located at any one area of the common open space. Where multiple recreational facilities are provided such facilities shall be required to be dispersed throughout the site. All recreational areas or facilities required by this section shall be maintained by private homeowner's associations, property owners, or private assessment districts. (4) Circulation, pedestrian, and vehicular parking. Pedestrian circulation. Each multiple-family residential development shall be designed with adequate walkways to provide convenience to the needs of the residents, guests, and the service providers of public agencies. Pedestrian access to the unifying elements of any development shall be separate from, and free of, conflict with vehicular access ways. All developments consisting of six units or more shall provide directories placed in a convenient location at the development. 1175
City of Fontana
Action Report
Planning Commission
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2524 Agenda Date: 10/3/2023
Agenda #: PH-B Category: Public Hearing
FROM:
Planning Department
TITLE:
Master Case No. 23-090 and Municipal Code Amendment No. 23-003 - Fontana Municipal Code amendments to Chapter 30 (Zoning and Development Code), pursuant to a categorical exemption in accordance with CEQA Guidelines section 15301.
RECOMMENDATION:
Based on the information in the staff report staff recommends that the Planning Commission adopt Resolution PC No. 2023-___; and,
1. Determine that this Ordinance is categorically exempt pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060(c), 15061(B)(3) (the common-sense exemption), and 15378 and Sections No. 3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA, in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment where it can be with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA; and,
2. Approve a resolution recommending that the City Council adopt an Ordinance for Municipal Code Amendment (MCA) No. 23-003 to amend Chapter 30 of the Municipal Code.
APPLICANT:
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
LOCATION:
Citywide
REQUEST:
A Municipal Code Amendment (MCA) No. 23-003 for amendments to Chapter 30 that will modify multiple sections, including modification of appeal hearing timeframes, addition of language to provide for minor and major planned unit developments (PUDs), modification of language related to open space requirements, modification of garage door design requirements; inclusion of language to reduce landscape setback requirements to accommodate bus turn outs and deceleration lanes, addition of language to streamline development standards within Medium Density Residential (R-2) and Multiple Family (R-3) zoning districts, and additional recreational facilities options within the Multi-Family Medium/High Density (R-4) and Multi-Family High Density Residential (R-5) zoning City of Fontana Page 1 of 3 Printed on 9/28/2023
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File #: 21-2524 Agenda Date: 10/3/2023
Agenda #: PH-B Category: Public Hearing
Multi-Family Medium/High Density (R-4) and Multi-Family High Density Residential (R-5) zoning districts.
PROJECT PLANNER:
Salvador Quintanilla, Senior Planner
BACKGROUND INFORMATION:
The City of Fontana Zoning and Development Code regulates the development of commercial, industrial, and residential projects. Staff conducts ongoing reviews of the municipal code to determine where language within the code would benefit from updates, clarification, and/or redefinition to help streamline zoning and development processes.
PROJECT DESCRIPTION/ANALYSIS:
The City initiated Municipal Code Amendment No. 23-003 to update Chapter 30 (Zoning and Development Code) as summarized below; a detailed list of the proposed amendments is provided within Exhibit “A” of the Planning Commission Resolution (Attachment No. 1).
Section 30-30: Hearing date and notice: Amendments to provide additional time to schedule appeal hearings. Current language requires that appeal hearing dates be set for between 30 and 60 days, which does not always provide sufficient time to provide the necessary reports for Planning Commission and City Council. This amendment provides additional time.
Division 24: Planned Unit Development (PUD): Amendments to encourage the development of infill sites in the (Medium Density Residential (R-2) zoning district by providing flexibility and streamlining the existing development standards. The new language will provide flexibility and opportunities for development of in-fill sites in particular, and would be subject to enhanced architecture, landscaping and on-site improvements to contribute to the character of the existing neighborhood.
Section 30-417: Setback requirements: The Development Code does not currently provide a landscape setback that acknowledges requirements for projects adjacent to bus turn out or deceleration lanes; the proposed language will provide a development standard to accommodate conditions when a bus turn and/or deceleration lanes need to be constructed adjacent to a proposed development, thus providing for more orderly site planning.
Section 30-430: Uses Permitted: This amendment will provide for Planned Unit Developments distinguishing between a Major and Minor PUD within the permitted uses table for the residential zones.
Section 30-434: Residential development standards in R-E, R-1, R-2, R-3, and R-PC: This amendment will provide for development standards in the residential zones and add language to be consistent with the proposed language of the PUD.
Section 30-435: Plotting and design criteria: The amendment would clarify garage door design requirements.
Section 30-444: Additional development standards in R-2 and R-3 zoning districts: This section will be amended to allow developers to streamline certain developments for multi-family development within the R-2 zoning district. The amendment will simplify the permitted uses table and the City of Fontana Page 2 of 3 Printed on 9/28/2023
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Agenda #: PH-B Category: Public Hearing
within the R-2 zoning district. The amendment will simplify the permitted uses table and the developments standards for the R-2 and R-3 zone, allow smaller housing products and allow more variety of housing types within the R-2 and R-3 zoning districts.
Section 30-451: (R-4 and R-5) Recreational Facilities: This amendment will provide the Planning Commission with the ability to consider additional options when reviewing proposed amenities.
In summary, the proposed amendments are proposed in order to provide flexibility in, and streamlining of, the City’s Municipal Code.
MOTION:
Approve staff recommendation.
ATTACHMENTS:
1. Planning Commission Resolution/Exhibit A
2. Notice of Exemption
3. Notice of Public Hearing
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ATTACHMENT NO. 1
RESOLUTION PC NO. 2023-____
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF FONTANA,
CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL ADOPT AN ORDINANCE APPROVING CITY OF FONTANA CODE (“CODE”) AMENDMENT (MCA) NO. 23-003; SEC. 30-30 HEARING DATE AND NOTICE, RELATED TO TIMING OF APPEALS; DIVISION 24 PLANNED UNIT DEVELOPMENTS (PUD), TO PROVIDE FOR MAJOR AND MINOR PLANNED UNIT DEVELOPMENTS; SEC. 30-417 - SETBACK
REQUIREMENTS, RELATED TO PROJECTIONS INTO LANDSCAPE SETBACKS ALONG PUBLIC RIGHTS OF WAY; SEC 30-430 - USES PERMITTED TO PROVIDE FOR MAJOR AND MINOR PLANNED UNIT DEVELOPMENTS IN THE R-1 AND R-2 ZONING DISTRICTS; SEC. 30-434, RESIDENTIAL DEVELOPMENT STANDARDS, RELATED TO R-2 ZONING STANDARDS; SEC. 30-435 PLOTTING AND DESIGN CRITERIA, RELATED TO GARAGE DOORS; SEC. 30-444 – ADDITIONAL DEVELOPMENT STANDARDS IN R-2 AND R-3 ZONING DISTRICTS RELATED TO DEVELOPMENT STANDARDS; AND SEC. 30-451 – RECREATIONAL FACILITIES,
RELATED TO ALLOWABLE RECREATIONAL FACILITIES, PURSUANT TO A
CATEGORICAL EXEMPTION IN ACCORDANCE WITH CEQA GUIDELINES SECTION 15061(B)(3) .
WHEREAS, pursuant to article XI, section 5 of the California Constitution and Government Code section 37100, the legislative body of a city may pass ordinances not in conflict with the Constitution and laws of the State or the United States; and WHEREAS, Government Code sections 50022.1 to 50022.10 authorize a city to codify and recodify its ordinances; and
WHEREAS, the City of Fontana (“City”) desires to restate without substantive revision, amend, and recodify certain ordinances codified in the Code; and WHEREAS, the General Plan includes policies and actions calling for numerous updates to the Municipal Code; and
WHEREAS, Chapter 30, Sec. 30-30 – Hearing date and notices, will be amended related to timing of appeals; and
WHEREAS, Chapter 30, Division 24 – Planned Unit Developments, will be amended to provide for major and minor planned unit developments, providing flexibility in order to encourage residential development of infill properties; and WHEREAS, Chapter 30, Section 30-417 will amend and decrease landscaped setback requirements adjacent to the public right of way related to certain public facilities to allow for more orderly site planning; and
WHEREAS, Chapter 30, Section 30-430 will provide for Major and Minor Planning Unit Developments in the R-1 and R-2 zoning districts; and 11794
WHEREAS, Chapter 30, Section 30-434 will be amended to encourage development of infill sites in the R-2 zoning district by streamlining and modifying the existing development standards and providing more flexibility; and WHEREAS, Chapter 30, Section 30-435 will be amended related to garage doors to provide alternate design options; and
WHEREAS, Chapter 30, Section 30-444 will be amended related to development standards in the R-2 and R-3 zoning districts to provide for more flexibility; and WHEREAS, Chapter 30, Section 30-451 will provide flexibility related to allowable recreational facilities; and
WHEREAS, State law requires Zoning regulations to be consistent with the General Plan, and therefore updating the Municipal Code would contribute to consistency with the General Plan; and
WHEREAS, a notice of the public hearing was published in the local newspaper on Saturday, September 23, 2023 and simultaneously displayed at City Hall; and WHEREAS, on October 3, 2023, the Planning Commission received public testimony on City Code Amendment (MCA) No. 23-003 and determined that this Ordinance qualifies for a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060(c), 15061(B)(3) (the common-sense exemption), and 15378 and Sections No. 3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA. This Ordinance is nonetheless exempt from the requirements of CEQA in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA; and
WHEREAS, the Planning Commission carefully considered all information pertaining to the proposed City Code Amendment, including the staff report, and all the information, evidence, and testimony presented at its public hearing on October 3, 2023; and
WHEREAS, the proposed amendments are consistent and compatible with the General Plan and that the updates are in line with goals, policies and objectives of the City; the Housing Element policies and the Zoning and Development Code; and WHEREAS, the proposed amendments will be in conformity with appropriate land use practices and will establish appropriate development standards for the land use designations; and
WHEREAS, the proposed amendment to the City Code (Exhibit “A”) will not be detrimental to the public health, safety, and general welfare, and will not adversely affect the orderly development of property, and will better express the City’s policies, and generally promote good land use planning and regulation; and 11805
WHEREAS, all other legal prerequisites to the adoption of this resolution have occurred.
NOW, THEREFORE, the Commission RESOLVES as follows:
Section 1. Recitals. The above recitals are true, correct and incorporated herein by reference.
Section 2. CEQA. The Planning Commission hereby recommends that the City Council determine that this ordinance qualifies for a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060(c), 15061(B)(3) (the common-sense exemption), and 15378 and Sections No. 3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA, that this Ordinance is nonetheless exempt from the requirements of CEQA in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.; therefore, a Notice of Exemption has been prepared.
Section 3. Municipal Code Amendment. The Planning Commission hereby makes the following finding for Municipal Code Amendment No. 23-003 in accordance with Section 30-45(b) “Hearing-Planning Commission” development code amendments of the Fontana Zoning and Development Code:
Finding: The proposal substantially promotes the goals of the City’s general plan.
Finding of Fact: The proposed Municipal Code Amendments will clarify and streamline the City’s development requirements and processes. As such, they promote the General Plan goals of adequate housing to meet the needs of all residents in Fontana and promoting a diversified economy.
Section 4. Recommendation of Approval. Based on the foregoing, the City of Fontana Planning Commission hereby recommends that the City Council adopt an ordinance approving MCA No. 23-003 which amends the City Code as indicated in Exhibit “A” as referenced herein.
Section 5. Resolution Regarding Custodian of Record: The documents and materials that constitute the record of proceedings on which this Resolution has been based are located at the Planning Department, 8353 Sierra Avenue, Fontana, CA 92335.
This information is provided in compliance with Public Resources Code section 21081.6.
Section 6. Certification. The Secretary of the Planning Commission shall certify to the adoption of this Resolution.
Section 7. Effective Date. This Resolution shall become effective immediately upon its adoption.
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Section 8. Severability. If any provision of this Resolution or the application of any such provision to any person or circumstance is held invalid, such invalidity shall not affect any other provisions or applications of this Resolution that can be given effect without the invalid provision or application.
APPROVED AND ADOPTED by the Planning Commission of the City of Fontana, California, at a regular meeting held on this 3rd day of October 2023.
City of Fontana
___________________________
Cathline Fort, Chairperson
ATTEST:
I, Ralph Thrasher, Secretary of the Planning Commission of the City of Fontana, California, do hereby certify that the foregoing resolution was duly and regularly adopted by the Planning Commission at a regular meeting thereof, held on the 3rd day of October, 2023, by the following vote, to-wit:
AYES:
NOES:
ABSENT:
ABSTAIN:
___________________________
Ralph Thrasher, Secretary
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EXHIBIT A
AMENDMENTS TO CODE CHAPTER 30
Sec. 30-30. - Hearing date and notice.
Upon receipt of the notice of appeal, the body hearing the appeal shall set a date for hearing of the matter and give notice of the date, time and place of the hearing to the appellant at least ten days prior to the date of the hearing. The appeal hearing shall be scheduled no sooner than 30 days nor no later than 60 90 days from the date the application has been deemed complete. This time limit may be extended by mutual agreement of the City and the appellant.
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DIVISION 24 – PLANNED UNIT DEVELOPMENT (PUD)
Sec. 30-323. Purpose.
This division establishes the regulations and procedures for the approval of a Planned Unit Development (PUD) project, Major and Minor. (1) Purpose. The purpose of this division is as follows:
a. To encourage within the density standards of the general plan and Zoning and Development Code the development of a more desirable living environment by application of modern site planning techniques and building groupings or arrangements that are not permitted through strict application of the present zoning and subdivision ordinances; b. To encourage the reservation of greater open space and amenities for visual enjoyment and recreational use;
c. To encourage a more efficient, aesthetic and desirable use of land; and d. To encourage variety in the physical development patterns of the City. (2) Intent. The intent of this division is to ensure that:
a. Planned unit development permits will be issued only where the subject parcel is large enough suitable to make innovative and creative site planning possible;
b. Applicants for planned unit development permits have the professional capability to produce a creative plan;
c. The public's interest in achieving goals stated in the general plan will be served more fully through the planned unit development process than through application of conventional zoning regulations; d. The advantages to landowners afforded by the planned unit development process will be balanced by public benefits; and e. Natural or man-made features and resources of the site such as topography, trees, watercourses, and the like are preserved.
Sec. 30-324. Authority.
The City Council is authorized to approve or deny general plan amendment applications. Minor Planned Unit Developments are allowed by-right in applicable zoning districts. The Planning Commission is authorized to approve or deny a Major Planned Unit Development application and to impose reasonable conditions upon approval.
Sec. 30-325. Uses permitted.
Only those uses permitted in the zoning district shall be permitted under conditions of this division.
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Sec. 30-326. Development regulations.
Any project developed pursuant to this division shall comply with the following regulations, and any permit issued shall be subject to such provisions established as conditions of approval.
(A) Major Planned Unit Development
(1) Area of project. Planned unit development projects shall not be less than one acre in total area, except as modified below:
a. For residential projects or mixed-use projects where all units are affordable according to City standards, the minimum land area shall be the minimum lot area requirement of the zoning district in which the project is located.
b. For applications involving conversions of cooperatives to condominiums, the minimum lot area shall be the minimum lot area requirement of the zoning district in which the project is located. (2) Maximum density. The dwelling unit density shall not exceed a number of units as set forth in the zoning district in which the project is located. (3) Minimum area and dimensions of lot. The area, width and depth of individually owned parcels of land within the development shall be established as a condition of approval, based on the following factors:
a. Topography of the land.
b. The ground area covered by individual dwellings and accessory structures.
c. Location of common open space and its relationship to the dwelling to be served.
d. Aesthetic relationships between individual units and open spaces. e. Yards and setbacks.
1. Front, side, and rear yards shall be established as a condition of approval. Building lines shall be indicated on the approved site plan map.
2. All buildings shall be set back from all perimeter lines of the project a distance not less than 15 feet for rear yards and 10 feet for side yard setbacks. Greater perimeter setbacks may be required as a condition of approval.
(4) Distance between buildings. The distance between any two buildings within the project shall be established as a condition of approval but shall not be less than ten-foot between the edges of the eaves. 118510
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(5) Maximum building height. The maximum building height permitted in the zoning district shall apply.
(6) Required on-site parking.
a. The number of required parking spaces shall conform to provisions of Article XI.
b. The location and arrangement of parking shall be subject to review by the Planning Commission.
(7) Walls, fences, and landscaping.
a. Appropriate walls, fencing and landscaping around the perimeter of the project shall be required.
b. A landscaping plan for all common open areas shall be submitted with required plans. Approval of the landscape element shall include approval of an acceptable watering system, and assurance of continued maintenance.
(8) Signs. The provisions of the zoning district in which the project is located shall apply.
(9) Access.
a. Vehicular access shall be subject to review and approval of the Planning Commission.
b. Conflicts between pedestrian and vehicular circulation shall be minimized. Where such conflicts exist, adequate safety measures shall be in place to protect pedestrians.
c. All pedestrian access to common recreation and open areas shall be subject to review and approval of the Planning Commission. d. Amenities adjacent to drive aisles and streets shall be separated by a physical barrier (i.e. low walls).
e. A variety of pavement textures and colors are required for streets, access ways and driveways, including stamped concrete, pavers, colored concrete and interlocking paving materials.
(10) (9)Minimum dwelling unit floor area. The minimum floor area for each dwelling unit shall not be less than the requirements established by the zoning district.
(11) (10)Common open space elements. The Planning Commission shall review and approve the location, intent, landscape treatment and method of maintaining each common open space or recreational elements proposed. The Planning Commission may require, as a condition of approval, such improvements as fencing, walls, and/or landscaping necessary to protect abutting residential development. (12) (11)Fencing. All fences and walls shall be constructed of durable, longlasting materials. Walls constructed of concrete block shall vary in 118611
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texture, color, and/or incorporate landscaping in order to provide visual relief. Wood, chain link fencing, and barbed wire are prohibited. (13) (12)Amenities/recreational uses. Active and passive recreational uses shall be encouraged, including greenbelts, hiking and walking trails, parks, swimming pools, spas, barbecue areas and sports courts. The design of such recreational uses shall be properly integrated into the overall design of the project. Amenities adjacent to drive aisles and streets shall be separated by a physical barrier (i.e. low walls). (14) (13)Private yards. Private yards shall be of sufficient size to be useable for passive outdoor use by occupants.
(15) (14)Orientation. Buildings shall be oriented and located in such a manner as to maximize views and privacy and minimize exposure to intrusive elements such as noise, traffic and negative views. (16) (15)Nuisance factors. The Planning Commission may impose standards, including restrictions on operating hours, for nuisance factors such as lighting, noise, vibrations, smoke, dust, dirt, odors, gases, heat, glare, or other physical impacts.
(17) (16)Natural features. The development shall incorporate, where possible, natural terrain and trees or other vegetation into the overall design of the project.
(18) (17)Other conditions. The Planning Commission may impose other conditions that it deems necessary or desirable to ensure that the project will be established, operated, and maintained in accordance with this division and all other requirements of this chapter and other provisions of law. The decision-making authority may further require reasonable guarantees and evidence that such conditions are being, or will be, complied with.
(B) Minor Planned Unit Development – Where a conflict exists between the standards in this section and those pertaining to the underlying zoning district, this section shall take precedence.
(1) Area of project. Minor Planned Unit Development projects shall be located on sites that meet the following criteria:
a. Located within one of the following zoning districts:
1. Single-Family Residential (R-1)
2. Medium Density Residential (R-2) zoning
districts, and
b. Located where at least 80 percent of the land within a 300- foot radius of the site has been developed, and where water, sewer, streets, schools and fire protection are provided. c. Not larger than three (3) acres in size.
(2) Maximum density. The dwelling unit density shall not exceed a number of units as set forth in the zoning district in which the project 118712
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is located, except in cases of utilizing units from any allowable density bonus program.
(3) Minimum area and dimensions of lot. The area, width and depth of individually owned parcels of land within the development shall be established as part of the Minor Planned Unit Development approval, with a maximum deviation of 20% from the requirements of the applicable zoning district, based on the following factors:
a. Topography of the land.
b. The ground area covered by individual dwellings and accessory structures.
c. Location of common open space, if provided, and its relationship to the dwelling to be served.
d. Aesthetic relationships between individual units and open spaces. (4) Yards and setbacks.
a. Front, side and rear yards shall be permitted to deviate from the requirements of the underlying zoning district a maximum of 20% from the requirements of the applicable zoning district. Front, side, and rear yards shall be established as part of the Minor Planned Unit Development approval.
(5) Lot coverage. Lot coverage shall be established as part of the Minor Planned Unit Development approval, with a maximum deviation of 20% from any applicable lot coverage of the zoning district. (6) Distance between buildings. The distance between any two buildings within the project shall be established as part of the Minor Planned Unit Development approval but shall not be less than six-feet between the edges of the eaves.
(7) Maximum building height. The maximum building height permitted in the zoning district shall apply.
(8) Required on-site parking.
a. The number of required parking spaces shall conform to provisions of Article XI.
b. The location and arrangement of parking shall be determined as part of the Minor Planned Unit Development approval.
(9) Walls and fences.
a. Fences and walls shall be designed to be an attractive part of the project with materials and designs that are compatible with the exterior building materials and demonstrate design integrity with 118813
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the project as a whole. Wood fencing, chain link or chain link with slats, and barbed wire shall be prohibited.
(10) Landscaping.
a. Landscaping shall meet the requirements of Article X (General Landscape Requirements)
b. Landscaping shall be incorporated to create an attractive visual for residential units, to provide privacy for adjacent residential units and to create useable open space when possible.
c. The landscape design shall provide shade and accent plant materials of distinctive texture and color.
d. A tiered planting plan shall be proposed and installed.
1. A minimum of three tier types that include a
combination of groundcover, shrubs, and specimen
trees shall be incorporated.
2. Different scales, forms, colors and/or textures of
plant materials shall be used as “tiered” planting
visually increases the depth of planters and promotes
interest and diversity.
3. The tiered concept shall be applied to areas
facing the right-of-way and in front of individual
residential units or multi-family housing projects.
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(11) Signs. The provisions of the zoning district in which the project is located shall apply.
(12) Access and paving.
a. Decorative pervious paving shall be incorporated into paved and landscaped areas in order to enhance the appearance of the project, reduce the visual impact of paved surfaces and act as a traffic calming measure.
1. Decorative paving, including stamped concrete, pavers, brick, grasscrete, interlocking paving materials and other comparable materials, shall be used for all drive aisles in the entire development.
b. Conflicts between pedestrian and vehicular circulation shall be minimized. Where such conflicts exist, adequate safety measures shall be in place to protect pedestrians.
c. The development shall include entry monumentation to provide an aesthetically pleasing, “celebrated” entry statement. The development shall provide all of the following components:
1. A minimum of two 36 inch box trees.
2. Uplighting on the building and landscaping.
3. Architectural elements, such as columns, pergolas, low walls, and similar elements with signage identifying the community and/or address.
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(13) Minimum dwelling unit floor area. The minimum floor area for each dwelling unit shall established as required by the applicable zoning district.
(14) Architectural design and site criteria. All criteria in Sec. 30-435 and 30- 477 shall apply to projects utilizing the Minor Planned Unit Development.
(15) Orientation. Buildings shall be oriented and located in such a manner as to maximize views and privacy and minimize exposure to intrusive elements such as noise, traffic and negative views. End units shall be oriented toward, and take access from, the public right-of-way. (16) Frontage and Entries. Each residential unit taking access from the ground floor shall incorporate one of the following frontage types:
a. Porch. In the porch frontage type, the main façade of the building has a small-to-medium setback from the frontage line. The resulting front yard is typically small and can be defined by a wall or fence to spatially maintain the edge of the street. The engaged porch has two adjacent sides of the porch that are attached to the building while the other two sides are open.
b. Dooryard. In the dooryard frontage type, the main facade of the building is set back a small distance and the frontage line is defined by a low wall or hedge, creating a small dooryard.
The dooryard shall not provide public circulation along a ROW. The dooryard may be raised, sunken, or at grade and is intended for ground-floor residential.
c. Stoop. In the stoop frontage type, the main facade of the building is near the frontage line and the elevated stoop engages the sidewalk. The stoop shall be elevated above the sidewalk to ensure privacy within the building. Stairs or ramps from the stoop may lead directly to the sidewalk or may be side-loaded. This type is appropriate for residential uses with small setbacks.
(17) Natural features. The development shall incorporate, where possible, natural terrain and trees or other vegetation into the overall design of the project.
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Sec. 30-327. General requirements.
(a) Phased development. A proposed Major Planned Unit Development project that is phased over time shall be accompanied by a schedule establishing approximate dates when each phase shall be complete. Each phase of a phased development shall include its pro-rata share of total planned common space, facilities, services, and inclusionary units, as applicable. (b) Common areas. Where common areas or facilities are proposed, an operation and maintenance program shall be prepared.
(c) Development agreements. Completion time and complexity of proposed planned developments may make desirable a development agreement between the project applicant and the City. Any such development agreement shall be subject to the provisions of Division 23, of this article herein.
Sec. 30-331. Findings for approval.
Before the Planning Commission may grant a Major Planned Unit Development permit, it must make all of the following findings:
(1) The proposed project conforms to the general plan and is consistent with the purposes and requirements of this division.
(2) The uses within the project are compatible.
(3) New buildings or structures related to the project are compatible with the scale, mass, bulk, and orientation of buildings and structures in the surrounding vicinity. (4) The project is consistent with any adopted design guidelines applicable to the project area.
(5) The overall project reflects a high level of development and design quality that will enhance and benefit the City as a whole.
(6) The proposed project will be served by adequate water, sewer, public utilities, and services, and will have adequate vehicular and pedestrian access to ensure that it will not be detrimental to the public health, safety, or welfare.
Sec. 30-333. Hearing – Approval Process.
(A) Major Planned Unit Development
(a) Upon the filing of a complete application for amendment to the text or land use map of the general plan, the matter shall be set for hearing before the Planning Commission for recommendation to the City Council. Applications for general plan amendments shall be heard four times (approximately quarterly) per year. The filing deadlines for such applications shall be set at a date no closer than 51 days prior to the appropriate meeting date. the required entitlements for a proposed residential development requesting to 119217
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utilize the Major Planned Unit Development, the matter shall be set for hearing before the Planning Commission.
(b) The Planning Commission shall hold at least one public hearing upon the matters referred to in the application for amendment. If the Planning Commission finds that the proposal substantially promotes the goals of the City's general plan, the Planning Commission shall recommend the change to the City Council. The Planning Commission shall transmit its report in writing to the City Council within 90 days following the public hearing. The report shall set forth the reasons of the Planning Commission recommendations and the relationship of the proposed change to the general plan. The Planning Commission shall also have the authority to forward the application to the City Council for consideration.
(c) If the decision of the Planning Commission is to deny an application requesting the change of general plan amendment, the decision shall be final unless there is an appeal as provided for in Division 5 of this article herein. (d) The Planning Commission shall also have the authority to forward the application to the City Council for consideration.
(B) Minor Planned Unit Development
(a) Minor Planned Unit Developments are allowed by-right in applicable zoning districts. Compliance with the development standards in this Division is required for approval of the Minor Planned Unit Development application but does not preclude the proposed development from being subject to other required review and approval for site, architectural, subdivision, and other applicable applications
Sec. 30-417 – Setback requirements.
(a) Required setback. Any person constructing, erecting, enlarging, or relocating a structure or portion of any structure fronting or siding on any street, highway, or other right-of-way for vehicular travel shall place such structure no closer to the right-of-way than as indicated by the development standards outlined in the various zoning districts. (b) Greater setback may be required. Where a setback distance clearly exists as a general pattern in a particular block or area, the setback requirements for the area shall be no less than the distance established by the existing setback pattern in the block or area, as determined by the approval body.
(c) Lesser setback. The approval body may adopt by resolution a lesser setback line by way of variance along any street or highway when the existing setback of buildings or structures in an area necessitates a modification in the highway cross-section standard for that street or highway or as determined by the City Engineer. 119318
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(d) Location of centerline. In those cases where there is a question as to the location of the official centerline of the street or highway, the City Engineer shall determine the precise location of the centerline.
(e) No use or storage within setbacks. All used car lots, parking lots, gasoline pump islands, or similar open storage or use, shall be designed, located, and maintained in such a manner as to comply with the building setback provisions as set forth in this pursuant to the appropriate article herein. Auto display areas for car sales may be approved in a required setback area with a conditional use permit pursuant to the appropriate article herein. No utility transformer shall be located within any street/highway setback area.
(f) Projection into landscape setbacks along public rights-of-way. A landscape setback along public rights-of way may be reduced by up to 50% where a deceleration lane or bus bay would result in an encroachment into the required landscape setback area. a) The reduced landscape setback area shall be no more than the length of the required deceleration lane or bus bay, as determined by the City Engineer.
b) Does not include any reduction of the landscaped area requirement or landscape screening requirement for parking areas.
Sec. 30-430. Uses permitted.
(a) Uses by zoning district. Table No. 30-430 lists the uses permitted in each of the residential zoning districts. A "P" indicates a use is permitted by right, a "C" indicates the use requires the granting of a conditional use permit, and "—" means the use is not permitted in that zoning district.
(b) Uses subject to specific requirements. Permitted uses marked with an asterisk "*" indicate that the use is subject to special use regulations in Section 30-432.
Conditional uses are subject to the provisions in Section 30-433.
Table No. 30-430
Permitted Uses in Residential Zoning Districts
Use R-E R-1 R-2 R-3 R-PC
A. Residential Uses
Single-Family Detached Dwelling P(a) P(a) P(a) P(a) P(a) Single-Family Attached Dwelling — — P P —
Planned Unit Development - Major — C C C —
Planned Unit Development – Minor — P P — —
Multiple-Family Dwelling — — P P —
Senior Housing C C C C C
Manufactured Home P P P P P
Accessory Dwelling Unit P P P — P
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Group Home—Licensed (One to Six Persons) P P P P P
Group Home—Licensed (Seven or More
Persons)
C C C C C
Mobile Home (Not in a Mobile Home Park) — — — — —
Mobile Home Park P P P P P
Boarding Home (2 Rooms or Less) P P P P P
Boarding Home (3 or More Rooms) — — C C —
B. Other Uses
Ambulance Building — P P P P
Assisted Living Facility (Senior or Otherwise) C C C C C Automobile Sales (Wholesale Internet Only, No
Display)
P P P P P
Cemetery C C C C C
Child Care (One to Seven Persons) P P P P P
Child Care (Eight to 14 Persons) M M M M M
Clubs, Civic, Community or Private — — C C C
Convalescent or Nursing Home C C C C C
Equestrian Facility (Other Than Private Stable) C — — — — Fire Stations/Police Stations P P P P P
Golf Courses and Accessory Uses C C C C C
Governmental Buildings and Uses C C C C C
Parolee Housing C C C C C
Philanthropic and Charitable Organizations — — C C C
Places of Assembly C C C C C
Public Park or Playground P P P P P
Public Utility and Public Service Structures C C C C C
Residential Care Facility—License (Six or Fewer
Persons)
P P P P P
Residential Care Facility—Licensed (Seven or
More Persons)
C C C C C
Schools, Private or Parochial C C C C C
Schools, Public P P P P P
Stable, Private P* — — — —
C. Accessory Uses
Accessory dwelling units P P P P P
Accessory Structures P P P P P
Agricultural Uses P* — — — —
Animals, Small—Keeping and Raising P* P* P* P* P*
Animals, Large—Keeping and Raising P* — — — —
Antenna, Receiving P P P P P
Antenna, Transmitter, Cellular Poles C C C C C
Commercial Vehicle Parking — — — — —
Garage, Private P* P* P P P
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Carports P* P* P* P* P*
Guest House P P — — P
Home Occupation P* P* P* P* P*
Junior accessory dwelling units P P P — P
Private Swimming Pool P* P* P* P* P*
Oversized Vehicle Parking P* P* P* P* P*
Tennis Courts, Private P P P P P
D. Temporary Uses
Construction Trailers P* P* P* P* P*
Sales or Rental Office P* P* P* P* P*
(a) Only one single-family dwelling is permitted per legal parcel. An Accessory Dwelling Unit (ADU) may also be permitted if all requirements of the Municipal Code are met.
Subdivisions of property for the purpose of single-family development requires approval of a tentative tract map or parcel map.
Sec. 30-434. Residential development standards in R-E, R-1, R-2, R-3, and R-PC.
Residential development standards are basic standards designed to create quality residential developments. The residential development standards indicated in Table No. 30-434, (residential development standards) and Table No. 30-437, (density bonus residential development standards) serve as the minimum standards controlling development. See Sec. No. 30-444 for additional requirements pertaining to properties in the R-2 and R-3 zoning districts.
Table No. 30-434
Residential Development Standards
R-E R-1 R-2 R-2 R-3 R-PC
Maximum
permitted number of
dwelling units per
adjusted gross acre
2.0 5.0 7.6
detached
or
up to 12.0,
subject to
Minor
PUD
standards
5.1-12.0
attached
or multifamily
12.0-24.0 3.0
Lot Dimensions, Lot Size, and Lot Coverage
Minimum width @
required front
setback
80-foot 60-foot 50 40-foot
(a)
N/A N/A 70-
foot
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Minimum width @
front P/L
80-foot 60-foot 50 40-foot
(a)
200-foot
50-foot
200-foot 70-
foot
Minimum flag lot
frontage @ front P/L
N/A N/A N/A N/A N/A N/A
Minimum depth 150-foot 100-foot 90-foot (a) 300-foot
90-foot
300-foot 100-
foot
Minimum lot size
(sq. ft.) (r)
21,780 6,000
with
an
average
of 7,200
3,000(a)
5,000 with
an
average
5,445
5 acres
5,000
with an
average
of 5,445
5 acres 10,00
0 Maximum lot
coverage (as a
percent of adjusted
gross acreage of
total site)
45% 45% 50% 50% 50% 45%
Single-Family Minimum Dwelling Unit Size
Minimum dwelling
unit size (sq. ft.),
one-story
2,000 1,200 1,200 MultiFamily
Minimu
m
Dwelling
Sizes
below
MultiFamily
Minimum
Dwelling
Sizes
below
2,000
Minimum dwelling
unit size (sq. ft.),
two-story (e)
2,000 1,200 1,200 MultiFamily
Minimu
m
Dwelling
Sizes
below
MultiFamily
Minimum
Dwelling
Sizes
below
2,000
Minimum dwelling
unit size (sq. ft.) infill development,
N/A 1,200 1,200 N/A N/A N/A
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one- and two-story
(e)
Minimum dwelling
unit size (sq. ft.)
affordable/density,
one- and two-story
See
Table
30-
437.A.
Density
Bonus
See
Table
30-
437.A.
Density
Bonus
See Table
30-437.A.
Density
Bonus
See
Table
30-
437.A.
Density
Bonus
See
Table 30-
437.A.
Density
Bonus
See
Table
30-
437.A.
Densit
y
Bonus
Multiple-Family Minimum Dwelling Size (Standard, Senior and Affordable Housing)
Studio N/A N/A N/A 550 sq.
ft.
550 sq. ft. N/A
One bedroom N/A N/A N/A 600 sq.
ft.
600 sq. ft. N/A
Two bedrooms N/A N/A N/A 800 sq.
ft.
800 sq. ft. N/A
Three or more
bedrooms
N/A N/A N/A 900 sq.
ft.
900 sq. ft. N/A
Multiple-Family Minimum Dwelling Size (Seniors)
Studio N/A N/A N/A 550 sq.
ft.
550 sq. ft. 550
sq. ft.
One bedroom N/A N/A N/A 600 sq.
ft.
600 sq. ft. 700
sq. ft.
Two bedrooms N/A N/A N/A 800 sq.
ft.
800 sq. ft. 900
sq. ft.
Three or more
bedrooms
N/A N/A N/A 900 sq.
ft.
900 sq. ft. 1,000
sq. ft.
Multiple-Family Minimum Dwelling Size (Affordable)
Studio N/A N/A N/A 550 sq.
ft.
550 sq. ft. N/A
One bedroom N/A N/A N/A 600 sq.
ft.
600 sq. ft. N/A
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Two bedrooms N/A N/A N/A 800 sq.
ft.
800 sq. ft. N/A
Three or more
bedrooms
N/A N/A N/A 900 sq.
ft.
900 sq. ft. N/A
Maximum Building Heights
SingleFamily/Detached(d)35-foot 35-foot 35-foot N/A N/A 35- foot
MultiFamily/AttachedN/A N/A N/A 55-foot 55-foot N/A
Single-Family Setbacks Building to P/L
Front 30-foot 22-foot 2218-foot N/A
22-foot
25-foot 25-
foot
Side, Interior TwoStory 15-foot 5-foot
min./15-
foot
aggrega
te (e)
5-foot N/A
5-foot
5-foot
min./15-
foot
aggregat
e
5-foot
min./2
0-foot
aggre
gate
Side, Interior
Single-Story
15-foot 5-foot (e) 5-foot N/A
5-foot
N/A 5-foot
min./2
0-foot
aggre
gate
Side, Corner lot 15-foot 10-foot 10-foot N/A
10-foot
10-foot 15-
foot
Rear 30-foot 20-foot 2015-foot N/A
20-foot
20-foot 20-
foot
Single-Family Patio and Enclosed Patio Setbacks
Rear 15-foot 10-foot 6-foot 6-foot 10-foot 15-
foot
Side 15-foot See (c) 5-foot N/A
5-foot
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Single-Family one-story open sided patios of 200 square feet and less.(b) Rear 3-foot 3-foot 3-foot
Side 3-foot 3-foot 3-foot
Single-Family Balcony Setbacks
Rear 15-foot 10-foot 6-foot 6-foot 10-foot 15-
foot
Side 15-foot 5-foot N/A
5-foot
Multi-Family Parking Setbacks to P/L
Major or primary N/A N/A N/A 25-foot 25-foot N/A
Secondary or
collector
N/A N/A N/A 20-foot 20-foot N/A
Local N/A N/A N/A 15-foot 15-foot N/A
Multi-Family Open Space Requirements
Open space, private
ground/upper floor
(sq. ft.), minimum
N/A N/A N/A 150/100 150/100 N/A
Open space,
common, as a
percentage of
adjusted gross
acreage of project
area, minimum
N/A N/A N/A 35% 35% N/A
Open space,
useable, (combined
total of private and
common open
space), as a
percentage of
adjusted gross
acreage of project
area, minimum
N/A N/A N/A 40% 40% N/A
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Landscape
Requirements
See
Article X
See
Article X
See
Article X
See
Article X
See
Article X
See
Article
X
Recreational
Facilities
N/A N/A See
Section
No.
30-451
See
Section
No.
30-451
See
Section
No.
30-451
N/A
Amenities N/A N/A See
Sec. 30-
344
See
Sec. 30-
344
See
Sec. 30-
344
N/A
N/A = Not Applicable.
(a) Developments with detached units utilizing a condominium map for subdivision shall not be subject the minimum lot size, dimensions and interior property line setbacks.
(b) Additional Standards Pertaining to Development in the R-2 and R-3 Zoning Districts Notes:
(1) Minimum width of cul-de-sac lots and "knuckles" shall be 42 linear feet as measured at the property line. The Planning Commission may reduce this minimum requirement provided the applicant submits the tentative tract map and design review concurrently along with a plotting exhibit (showing the footprint and driveway of each dwelling unit located on a cul-de-sac or knuckle) demonstrating parking compliance to the satisfaction of the Director of Community Development Planning.
(2) For single-family residential lots, the Planning Commission may vary the minimum lot width or depth by ten percent for particular lots, due to unique or special circumstances, and/or parcel of unusual configuration. For lots located on a cul-de-sac or knuckle, the lot depth can be calculated by averaging both side property lines provided the average is not less than the specified lot depth for that zoning district.
(3) Side setbacks for patios in the R-1, R-2 and R-PC shall be consistent (equal to or greater) with the side setback for any existing dwelling unit. (4) Each dwelling unit built within any residential zoning district shall provide a minimum one-half bath ("powder room"), consisting of at least a water closet (toilet) and sink, on the first or ground floor when such first or ground floor contains habitable living space.
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(5) In hillside areas, structure heights shall be limited to 25 feet as specified in Section 30-630 (hillside overlay).
(6) For lots located on a cul-de-sac or knuckle, the rear setback can be calculated by averaging both rear corners of dwelling provided the average is not less than the specified setback for that zoning district.
(7) Where any door (excluding a service door to an attached garage) opens onto a side setback area from habitable living space, that side setback area shall be increased to 10 feet.
(8) Any garage which fronts on, or opens onto, a street shall be setback at least 22 feet.
(9) For one-story open sided detached patio covers of 200 square feet or less in R1, R-2, and R-PC, the setback shall be no less than three feet to the rear property line and no less than three feet to the interior side property line. (10) Development standards apply to attached or multi-family projects of 7.7 to 12 du/ac.
(10) (11) For allowed projections into required setback area, see Section 30-441, projections into setbacks.
(11) (12) For setbacks pertaining to accessory buildings and structures see Section 30-461 (accessory buildings and structures).
(12) (13) The habitable living space of a building may be allowed to encroach into the required front setback in compliance with the plotting and design criteria; in no case, however, shall the garage portion of a building encroach into the required front setback, except as provided for by [subsection] (14 13). (13) (14) Side-on garages may be allowed to encroach into the required front setback up to a maximum of six feet.
(14) (15) For the purposes of this section, subterranean or partial subterranean parking shall not be considered a floor/story for the purpose of determining building setbacks.
(15) (16) "Alternative" minimum standards may be established with an approved conditional use permit pursuant to Article II, Division 24, (planned unit development regulations).
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(16) (17) For existing legal lots smaller than this minimum see Section 30-414 (lot size conformance).
(17) (18) Corner lots shall have a width of not less than 65 feet (see Section 26- 180(1), area and width of lots).
(18) (19) The 15-foot aggregate pertains to new single-family residential development only.
(19) (20) All setbacks shall be measured from the main structure, not the overhang. (20) (21) Two-story multi-family units shall be required to provide a minimum of 100 square feet of private open space, either on the first or second floor. Multi-family units located above the ground floor shall be required to provide a minimum of 75 square feet.
(21) (22) Existing legal lots of record located in any residential zoning district may be developed pursuant to the required development standards identified in the applicable zoning district.
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Sec. 30-435. - Plotting and design criteria.
The following shall comply with new design reviews. Variations and possible additional criteria may be added by the Planning Commission to individual design reviews based upon Planning Commission consideration of individual circumstances:
(1) No two adjacent homes using the same floor plan shall have the same exterior color scheme/treatment.
(2) Adjacent homes shall have varying setbacks. Minimum variation shall be four feet unless located on a curvilinear street, which provides a varied street scene, and then the variation shall be three feet. When one-story and two-story homes are adjacent, the two-story home shall have the larger front setback. (3) Window mullions shall be provided on first, second, and third story windows of all elevation seen from public view, as approved by the Planning Commission. The mullions shall be provided in a variety of shapes.
(4) Trim with a stucco covering may be painted in a contrasting color. The contrasting color should be color compatible with the trim color.
(5) Homes with a trim (band) feature, which distinguishes the first and second floors, should have the band on the front, side, and rear elevation of the homes. (6) A variety of designs (window and door pattern) shall be used on car garage doors, with no two adjacent homes that have the same floor plan and elevation shall use the same garage door/window pattern. In no case shall more than three homes of any floor plan or elevation have the same garage door/window pattern in a row.
The applicant shall provide a color board indicating proposed garage door colors and window patterns for Planning Commission approval.
(7) Wall-mounted decorative lighting fixtures at a minimum of 18 inches in height shall be provided at the front porch and on each side of the garage door. A sample of lighting types shall be provided for Planning Commission review and approval. (8) All front doors shall provide decorative treatment. A sample of door treatments shall be provided for Planning Commission review and approval. (9) All utility boxes shall be landscaping with shrubs or other low-profile landscaping. A sample of landscaping/landscaping treatments shall be provided for Planning Commission review and approval.
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(10) The Community Development Director Director of Planning, or his/her designee, shall have the authority for minor architectural changes focusing around items such as window treatments, color combinations, facade treatments, and architectural relief. Questions on the interpretation of this provision or changes not clearly within the scope of this provision shall be submitted to the Planning Commission for consideration under a revision to the design review.
(11) All lots shall provide decorative hardscape within the concrete walkways leading to the front door of the house in order to complement the home's exterior architectural elements. (Example: If the home uses rock, brick, or other similar material on the exterior of the house, these materials shall be incorporated into the walkways along with decorative trowled bands; decorative patterned scoring; exposed aggregate finishes; stamped concrete, etc. This requirement shall be identified on the phasing site plan that is submitted to the Building and Safety Division for plan check. A detail of the types of hardscape to be used on the walkways shall also be shown on the phasing site plan.)
(12) Steel gates with privacy screening (defined as material used on the steel gate to obscure the view of the back yard from the street) shall be required for side yards.
A sample of gate privacy screening treatment shall be provided for Planning Commission review and approval.
Sec. 30-444. Additional development standards in R-2 and R-3 zoning districts.
Residential development standards are basic standards designed to create quality residential developments. The residential development standards indicated in Table No. 30-434 (residential development standards) and Table No. 30-437 (density bonus residential development standards) serve as the minimum standards controlling development. In addition to the applicable standards indicated in Table No. 30-434 and Table No. 30-437, the following standards shall be required of all multiple-family residential developments in the R-2 and R-3 zoning districts. (1) Building separation. Table No. 30-444 sets forth specific standards for minimum building separation and setbacks as follows:
Table No. 30-444
Building Separation Requirements
Building (b) Setback and Separation (in feet) to Adjacent Zones
R-2 R-3
R-E 75-foot 75-foot
R-1 25-foot 25-foot
R-2 25 10-foot 25 10-
foot
R-3 15 10-foot 15 10-
foot
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R-PC, Single-Family 75 20-foot 75 20-
foot
R-PC, Specific Plan (single-family/multi-family) 25-
foot/15-
foot
25-
foot/15-
foot
All other zoning districts 20-foot 20-foot
R-2 R-3
Single-Family Detached – Minimum Building to Building 10-foot 10-foot Single-Family Detached – Minimum Distance to Public
Right
15-foot 15-foot
Attached/Multi-Family Building to Public Rights-of-Way
(streets)
R-2 R-3
Major or primary 30-foot 30-foot
Secondary or collector 25-foot 25-foot
Local 20-foot 20-foot
Attached/Multi-Family - Minimum Building to Building
Distance
R-2 R-3
Front to front 35 25-foot 35 25-
foot
Front to side 35 25-foot 35 25-
foot
Front to rear 35 25-foot 35 25-
foot
Rear to side 25 15-foot 25 15-
foot
Rear to rear 25 15-foot 25 15-
foot
Side to side 20 15-foot 20 15-
foot
Parking and drive aisle setbacks to adjacent zoning
districts
R-2 R-3
All residential 10-foot 10-foot
All other 10-foot 10-foot
Parking setback to public rights-of-way (streets) (h) R-2 R-3 Major or primary 25-foot 25-foot
Secondary or collector 20-foot 20-foot
Local 15-foot 15-foot
Private street or driveway 5-foot 5-foot
(b) Additional Standards Pertaining to the R-2 and R-3 Zoning Districts Notes:
a. For the purpose of this table, accessory structure means a subordinate structure which is incidental and not attached to a building but is on the same lot. If an accessory structure is attached to the building, or if the roof is a 120631
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continuation of the building roof, the accessory structure shall be considered an addition to the building.
b. Building shall mean dwelling units. For purpose of this table, building setback standards shall be for two-story development, setback standards may be modified by other lettered notes herein.
c. Subtract ten feet for a single-story dwelling unit or a multi-story dwelling unit having a single-story element with a depth of at least ten feet. d. "Front" is defined as that face of the building or unit with a major glass area and/or major private recreation area and may include access to that private recreation area. This access may or may not relate to the primary entrance to the building that faces the street or drive; therefore, some buildings may have more than one "front" under this definition.
e. The "rear" of a building is defined as the point or area farthest from the front.
Where a building is identified to have two fronts the building may be considered not to have a rear facing. For the purpose of this table, zoning districts are not considered adjacent if separated by a dedicated public right-of-way of more than 50 feet in width.
f. Balconies, patios (uncovered and covered), patio fences/walls, porches, and similar liked structures may project into the setback area up to a maximum of six feet, providing, however, that such structures shall never be separated by less than 15 feet (horizontal).
g. Buildings may be staggered to encroach into the required setback up to a maximum of five feet, provided there is an equal or greater setback at the opposite/other face of the building. Such staggered encroachment shall be averaged so that for each building which encroaches into the setback, another building will offset such encroachment by an equal number of feet along the same frontage.
h. Where there is a grade differential between properties of greater than ten feet (as determined by the precise grading plan), the setback requirement may be modified as follows: when the building is at the lower grade, the required setback may be reduced by one linear foot for each three vertical feet of difference. Where the building is at the higher grade, the required setback shall be increased by one linear foot for each three vertical feet of difference. Such modification to the required setback shall be limited to a maximum of ten feet. i. The pedestrian walkway may project into the setback area provided a minimum ten-foot area is maintained free and clear for landscaping.
2. Separation of accessory buildings, parking areas, and vehicular access ways.
a. Distance between an accessory building and side and rear property lines shall be no less than ten feet. Where the adjacent zoning district is nonresidential or for safety, as determined by the Police Department, garages and carports may encroach a maximum of 50 percent into the required width of the side or rear setback.
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b. Distance between two accessory buildings shall be no less than ten feet. c. Distance between an accessory building and any dwelling unit shall be no less than 15 feet.
d. Distance between open, guest parking areas and any dwelling unit shall be no less than ten feet.
e. Distance between vehicular access way and any dwelling unit shall be no less than ten feet.
f. If a carport is located no less than ten feet from a side or rear property line, the rear wall of the carport may have openings to allow view and accessibility to an adjacent landscaped area, as illustrated in the design guidelines.
g. Detached assigned and/or required parking stalls, carports and enclosed garages shall be located no more than 150 feet from the dwelling unit they serve, unless otherwise approved by the Director of Community Development Planning.
3. Minimum driveway access width. Minimum access way width of 26 feet is required for all access drives serving multiple-family developments. A minimum access way width of 30 feet is required for all access drives serving multi-family developments of three stories or more.
4. Water heaters. Each dwelling unit shall have a separate hot water heater or may be provided with a centralized circulation water heating system sufficient to serve all dwelling units on the property.
5. Laundry facilities. All multiple-family residential units shall be provided washer and dryer hookups and laundry space with the unit or garage. The laundry area shall not infringe upon garage parking area. In the case of apartments, common laundry facilities may be included in addition to the individual unit hookups.
6. Storage facilities. A separate area having a minimum of 125 cubic feet of private and secure storage space shall be provided for each unit. a. Said storage area may be located within an attached garage, provided it does not interfere with garage use for automobile parking. b. Normal closet and cupboard space within the dwelling unit shall not count toward meeting this requirement.
c. No storage shall be in carport area. Storage in carport areas shall be over hood or overhead. Over hood storage shall provide a minimum of four feet of clearance and overhead storage shall provide eight (8) feet of clearance.
d. Enclosed garages are required to provide 125 cubic feet of storage cabinet space, or 125 cubic feet of storage space may be provided elsewhere on the site.
7. Garage doors. All garages shall be provided with sectional garage doors and automatic garage door openers.
8. Dwelling entries.
a. All units shall be provided with standard door locks and dead bolts. 120833
Resolution PC No. 2023-_____
b. No dwelling entry shall be located with direct, uninterrupted, unimpeded access to a primary or secondary arterial street.
9. Refuse storage areas. Individual trash receptacles for each unit shall only be permitted with an approved site layout of refuse pick-up by the City and Burrtec the authorized refuse hauler. Projects that do not have an approved plan shall provide standard refuse storage facilities for the containment of standard receptacles based on the following requirements:
a. Number of receptacles.
Number of Units Types of
Receptacles
Number of
Receptacles Required
0—8 3-Yard Bin 1
16—24 3-Yard Bin 2
Each 8 Additional Units 3-Yard Bin 1
b. All refuse storage areas shall be readily accessible to the users they serve as well as for collection operations and shall be enclosed by a solid decorative masonry or concrete block wall at least 60 inches in height that shall be designed in a manner architecturally compatible with the overall design of the project's buildings.
1. The site area shall have a concrete pad at least four inches in thickness.
2. The storage area shall be designed with a lattice or metal solid cover matching the exterior building material and color with a solid gate or with mesh.
3. The refuse storage area shall be located within 150 feet walking distance of the unit it services.
10. Recreational facilities. The developer shall provide recreational facilities in conjunction with common open space as a minimum requirement for all multi-family projects in the R-2 zone and for the minimum density allowed in the R-3 zones. Recreational facilities shall not be required for projects utilizing a Minor Planned Unit Development (Minor PUD) for development. a. Development consisting of 30 units or fewer shall provide three of the following recreational facilities:
1. Large open lawn area, minimum dimensions shall be 50 feet by 20 feet.
2. Tot-lot with multiple play equipment.
3. Spa and/or pool.
4. Barbecue facility equipped with grill, picnic benches, etc. b. Development consisting of 31 units to 100 units shall provide an additional recreational facility as in (a) above, or equivalent, as approved by the Planning Commission.
c. Development consisting of 101 units to 200 units shall provide five of the following recreational facilities, or equivalent, as approved by the Planning Commission:
1. Large open lawn area, minimum dimensions shall be 100 feet by 50 feet.
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Resolution PC No. 2023-_____
2. Multiple tot-lots with multiple play equipment. The tot-lots shall be conveniently located throughout the site and separated with a low decorative wall or tubular steel fence from any drive aisle.
3. Pool and spa.
4. Community multi-purpose room equipped with kitchen, defined areas for games, exercises, etc.
5. Barbecue facilities equipped with multiple built in gas grills with shelving, picnic benches and shade structures. The barbecue facilities shall be conveniently located throughout the site.
6. Court facilities (e.g. tennis, volleyball, basketball, etc.).
7. Jogging/walking trails with exercise stations.
d. For each 100 units above the first 200 units, another recreational facility as described in Section 30-451, or equivalent, shall be provided for approval by the Planning Commission.
e. Other recreational facilities not listed above may be considered subject to the Planning Commission review and approval.
f. Related recreational activities may be grouped together and located at any one area of the common open space.
g. Recreational facilities shall be dispersed throughout the site. h. All recreational areas or facilities required by this section shall be maintained by private homeowner's associations, property owners, or private assessment.
11. Circulation, pedestrian and vehicular parking.
a. Pedestrian circulation. Every multiple-family residential development shall be designed in such a manner that adequate walkways are provided convenient to the needs of the residents and guests and the services of public agencies.
Pedestrian access to the unifying elements of any development should be separate from and free of conflict with vehicular access ways. All developments consisting of six units or more shall provide directories placed in a convenient location at the development entry.
b. Vehicular circulation. Every multiple-family residential development shall be designed with an internal street and parking system adequate to handle the need for vehicular circulation. Said system shall be in compliance with all applicable standards of this chapter.
Sec. 30-451. – (R-4 and R-5) Recreational facilities.
On-site amenities shall be considered in the context of existing off-site amenities and their spatial relationships (distance, ease of access and safety) to active retail services, bicycle lanes, walking trail, and mass transit such as commuter/light rail or bus rapid transit (BRT) service.
In addition to the off-site amenities mentioned above, the developer shall provide onsite recreational facilities in conjunction with common open space as a minimum requirement for all multi-family projects in the R-4 zone and the R-5 zone:
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Resolution PC No. 2023-_____
(1) Development consisting of 50 units to 79 units shall provide three of the following recreational facilities:
a. Indoor gym/fitness facility (minimum 500 square feet). b. Tot-lot with multiple play equipment.
c. Spa and pool (min 25 yard by 15 yards).
d. Barbecue facility equipped with grill, picnic benches, etc (min of five areas). (2) Development consisting of 80 units to 200 units shall provide all recreational facilities as listed in Section 30-451 above. Other recreational facilities or community benefits not listed above may be considered subject to the Planning Commission review and approval.
(3) Development consisting of 201 units to 400 units shall provide all recreational facilities as listed in Section 30-451 and a minimum of one of the following additional recreational facilities, or equivalent, as approved by the Planning Commission:
a. Large open lawn area, minimum dimensions shall be 100 feet by 50 feet (e.g. Rooftop garden).
b. Multiple tot-lots with multiple play equipment. The tot-lots shall be conveniently located throughout the site. The number of tot-lots and their location shall be subject to Planning Commission review and approval. c. Lap pool and spa (e.g. Rooftop, min 25 yard by 25 yards). d. Community multi-purpose room equipped with kitchen, defined areas for games, exercises, etc.
e. Barbecue facilities equipped with multiple grills, picnic benches and shade structures. The barbecue facilities shall be conveniently located throughout the site. The number of barbeque facilities and their location shall be subject to Planning Commission review and approval.
f. Court facilities (e.g. tennis, volleyball, basketball, etc.). g. Jogging/walking trails with exercise stations.
h. Other recreational facilities not listed above may be considered subject to the Planning Commission review and approval.
Related recreational activities may be grouped together and located at any one area of the common open space. Where multiple recreational facilities are provided such facilities shall be required to be dispersed throughout the site. All recreational areas or facilities required by this section shall be 121136
Resolution PC No. 2023-_____
maintained by private homeowner's associations, property owners, or private assessment districts.
(4) Circulation, pedestrian, and vehicular parking. Pedestrian circulation. Each multiple-family residential development shall be designed with adequate walkways to provide convenience to the needs of the residents, guests, and the service providers of public agencies. Pedestrian access to the unifying elements of any development shall be separate from, and free of, conflict with vehicular access ways. All developments consisting of six units or more shall provide directories placed in a convenient location at the development entry. 121237
NOTICE OF EXEMPTION
TO: Clerk of the Board of Supervisors
County of San Bernardino
385 N. Arrowhead Avenue, 2nd Floor
San Bernardino, CA 92415-0130
FROM:
City of Fontana
Planning Department
8353 Sierra Avenue
Fontana, CA 92335
Project Title: Master Case No. 23-090
Municipal Code Amendment No. 23-003
Project Location - Specific: Citywide
(a) Project Location - City: Fontana, CA
(b) Project Location - County: San Bernardino
1. Description of nature, purpose, and beneficiaries of Project: Municipal Code Amendment No. 23- 003 - Amendment to Chapter 30 (Zoning and Development Code).
2. Name of Public Agency approving project: City of Fontana
3. Name of Person or Agency carrying out project: City of Fontana
4. Exempt status: (Check one)
(a) _____ Ministerial project.
(b) _____ Not a project.
(c) _____ Emergency Project.
(d) __X__ Categorical Exemption. State type and class number: Exempt under guidelines section Sections 15060(c), 15061(B)(3) (the common-sense exemption), and 15378 and Sections No. 3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA. (e) _____ Declared Emergency.
(f) _____ Statutory Exemption. State Code section number: _______________________ (g) _____ Other. Explanation: _______________________________________________
5. Reason why project was exempt: This project is a citywide code update to Chapter 30 of the Fontana Municipal Code. There is no associated development with this project.
6. Contact Person: Salvador Quintanilla, Senior Planner Telephone: (909) 350-6566 Date Received for Filing: __________________________________ DiTanyon Johnson
Principal Planner
(Clerk Stamp Here)
ATTACHMENT NO. 2
121338
ATTACHMENT NO. 3
NOTICE OF PUBLIC HEARING
Si desea información en Español referente a esta notificación o proyecto, favor de comunicarse al (909) 350-6728.
In compliance with Section No. 202 of the Americans with Disabilities Act of 1990 (42 U.S.C.
Sec. 12132) and the federal rules and regulations adopted in implementation thereof, the agenda will be made available in appropriate alternative formats to persons with a disability.
Should you need special assistance to participate in this meeting, please contact the City Clerk’s Department by calling (909) 350-7602. Notification 48 hours prior to the meeting will enable the city to make reasonable arrangements to ensure accessibility to this meeting.
A PUBLIC HEARING HAS BEEN SCHEDULED BEFORE THE PLANNING COMMISSION OF THE CITY OF FONTANA FOR THE FOLLOWING:
Master Case No. 23-090 and Municipal Code Amendment No. 23-003: Updates to the City of Fontana Municipal Code for amendments to Chapter 5 (Buildings and Building Regulations) and Chapter 30 (Zoning and Development Code). The Chapter 5 amendment includes provisions to allow the Planning Commission to approve a Certificate of Appropriateness.
Chapter 30 amendments include revisions to Sec. 30-22 Hearing bodies, related to Certificates of Appropriateness; Sec. 30-30 Hearing date and notice, related to timing of appeals; Division 23 Development Agreements, to add established procedures; Division 24 Planned Unit Developments (PUD), to provide for major and minor Planned Unit Developments; Sec. 30- 404 related to open space requirements; Sec. 30-417 - Setback requirements related to projections into landscape setbacks along public rights of way; Sec. 30-432 Special use regulations, related to garage pedestrian doors; Section 30-430 Uses permitted, related to amend the Residential Permitted Uses table to add Minor and Major PUD; Sec. 30-434 Residential development standards, related to R-2 zoning standards; Sec. 30-435 Plotting and design criteria, related to garage doors; Sec. 30-444 – Additional development standards in R2 and R-3 zoning districts related to development standards; Sec. 30-451 – Recreational facilities, add additional options for recreational facilities within the Multi-Family Medium/High Density (R-4) and Multi-Family High Density Residential (R-5) zoning districts; and Sec. 30- 530 Uses Permitted related to removing certain uses, add additional language to clarify the development standards within Medium Density Residential (R-2) and Multiple Family (R-3), add language to provide provisions for “Minor Planned Unit Developments (PUD)”, add a distinction for Minor PUDs verses Major PUDs.
Environmental
Determination:
This project qualifies for a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060(c), 121439
15061(B)(3) (the common-sense exemption), and 15378 and Sections No.
3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA.
Location: Citywide
Date of Hearing: October 3, 2023
Place of Hearing: City Hall Council Chambers, 8353 Sierra Avenue, Fontana, CA, 92335 Time of Hearing: 6:00 pm
Should you have any questions concerning this project, please contact Salvador Quintanilla, Senior Planner, at (909) 350-6656 or [email protected]
ANY INTERESTED PARTY MAY PROVIDE INFORMATION BY LETTER OR EMAIL WHICH MAY BE OF ASSISTANCE TO THE PLANNING COMMISSION. A COPY OF THE APPLICATION AND ENVIRONMENTAL DOCUMENTATION IS AVAILABLE FOR INSPECTION. PLEASE CONTACT THE PLANNER LISTED ABOVE.
IF YOU CHALLENGE IN COURT ANY ACTION TAKEN CONCERNING A PUBLIC HEARING ITEM,
YOU MAY BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR SOMEONE ELSE RAISED AT
THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN WRITTEN CORRESPONDENCE TO THE CITY AT, OR PRIOR TO, THE PUBLIC HEARING.
Publish: September 23, 2023
S.B. Sun Newspaper
121540
DocuSign Envelope ID: 1A23F463- 00F5- 41FF- B323- 4679A80A2CCC 011
City of Fontana
Planning Commission
Minutes
Cathline Fort, Chair
Idilio Sanchez, Vice Chair
Ralph Thrasher, Secretary
Raj Sangha, Commissioner
Ricardo Quintana, Commissioner
Tuesday, October 3, 2023 6: 00 P. M. Grover W. Taylor Council Chambers CALL TO ORDER/ ROLL CALL:
A. Call to Order/ Roll Call:
A regular meeting of the City of Fontana Planning Commission was held on Tuesday, October 3, 2023. Chair Fort called the meeting to order at 6: 02 p. m.
Present: Chair Fort, Vice Chair Sanchez, Secretary Thrasher, and Commissioners Sangha and Quintana
Absent: None
INVOCATION/ PLEDGE OF ALLEGIANCE:
A. Invocation/ Pledge of Allegiance:
Following the Invocation by Pastor Brian Wallace, the Pledge of Allegiance was led by Commissioner Quintana.
PUBLIC COMMUNICATIONS:
A. Public Communications:
None.
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DocuSign Envelope ID: 1A23F463- 00F5- 41FF- B323- 4679A80A2CCC Planning Commission Minutes October 3, 2023
CONSENT CALENDAR:
A. Approval of Minutes:
Approve the Regular Planning Commission Meeting Minutes of September 19, 2023.
ACTION: A Motion was made by Vice Chair Sanchez and seconded by Secretary Thrasher and passed by a vote of 5- 0 to approve the Consent Calendar.
The motion carried by the following vote:
Aye: Chair Fort, Vice Chair Sanchez, Secretary Thrasher, and Commissioners Sangha and Quintana.
Abstain: None
Absent: None
PUBLIC HEARINGS:
PH -A Master Case No. ( MCN) No. 23- 042: Conditional Use Permit ( CUP) No. 23- 006, A request for approval of a Type 41 ( On Sale, Beer and Wine) Alcoholic Beverage Control (ABC) license for Round Table Pizza, pursuant to a categorical exemption in accordance with CEQA Guidelines section 15301.
Chair Fort opened Public Hearing.
Alexia De La Torre , Assistant Planner presented the staff report and answered questions of the commission.
The Commission and staff discussed the ABC licensing of the surrounding area.
The applicant agreed to the conditions of approval.
The Public Hearing was closed.
RECOMMENDATION:
Based on the information in the staff report and subject to the attached Findings and Conditions of Approval, staff recommends that the Planning Commission adopt Resolution No. PC 2023- 034; and,
1. Determine that the project is categorically exempt pursuant to Section No. 15301 ( Class No. 1, Existing Facilities), and Section No. 3. 22 ( Categorical Exemption) of the Local 2019 Guidelines for Implementing the CEQA, and direct staff to file a notice of Exemption; and,
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DocuSign Envelope ID: 1A23F463- 00F5- 41FF- B323- 4679A80A2CCC Planning Commission Minutes October 3, 2023
2. Approve Conditional Use Permit No. 23- 006.
ACTION: Motion was made by Commissioner Quintana and seconded by Commissioner Sangha and passed by a vote of 5- 0 to adopt Resolution PC No. 2023- 034; approve Master Case No. ( MCN) No. 23- 042: Conditional Use Permit CUP) No. 23-006, A request for approval of a Type 41 ( On Sale, Beer and Wine) Alcoholic Beverage Control ( ABC) license for Round Table Pizza, pursuant to a categorical exemption in accordance with CEQA Guidelines section 15301.
The motion carried by the following vote:
Aye: Chair Fort, Vice Chair Sanchez, Secretary Thrasher, and Commissioners Sangha and Quintana.
Abstain: None
Absent: None
PH- B Master Case No. 23- 090 and Municipal Code Amendment No. 23- 003 - Fontana Municipal Code amendments to Chapter 30 ( Zoning and Development Code), pursuant to a categorical exemption in accordance with CEQA Guidelines section 15301.
Chair Fort opened Public Hearing.
Salvador Quintanilla, Senior Planner presented the staff report. The commission and staff discussed the carport storage. In addition, a brief discussion followed regarding the potential fire hazard.
The Public Hearing was closed.
RECOMMENDATION:
Based on the information in the staff report staff recommends that the Planning Commission adopt Resolution No. PC 2023- 035; and,
1. Determine that this Ordinance is categorically exempt pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060( c), 15061( B)( 3) ( the common- sense exemption), and 15378 and Sections No.
3. 01, 3. 22, and 10. 59 of the 2019 Local Guidelines for Implementing CEQA, in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment where it can be with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA; and,
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DocuSign Envelope ID: 1A23F463- 00F5- 41FF- B323- 4679A80A2CCC Planning Commission Minutes October 3, 2023
2. Approve a resolution recommending that the City Council adopt an Ordinance for Municipal Code Amendment (MCA) No. 23- 003 to amend Chapter 30 of the Municipal Code.
ACTION: Motion was made Commissioner Sanchez and seconded by Commissioner Quintana and passed by a vote of 5- 0 to adopt Resolution PC No. 2023- 035; and, approve Master Case No. 23-090 and Municipal Code Amendment No. 23- 003 - Fontana Municipal Code amendments to Chapter 30 ( Zoning and Development Code), pursuant to a categorical exemption in accordance with CEQA Guidelines section 15301.
The motion carried by the following vote:
Aye: Chair Fort, Vice Chair Sanchez, Secretary Thrasher, and Commissioners Sangha and Quintana.
Absent: None
DIRECTOR COMMUNICATIONS:
A. Director Communications:
Director Patty Nevins stated that October is National Community Planning Month and that the Planning department is focusing on housing in the city.
COMMENTS:
A. Public Communication Commission Comments:
Commissioner Sangha thanked staff for providing the necessary material for tonight' s meeting; expressed his excitement on the new Round Table Pizza. Commissioner Sangha congratulate a friend' s consulting firm on their two- year anniversary.
Commissioner Sangha thanked the community for the opportunity to serve.
Secretary Thrasher thanked staff for their help; expressed his gratitude to be able to serve and see the growth of Fontana through the various projects.
Commissioner Quintana thanked city staff for their staff reports and the police department for attending tonight's meeting. Commissioner Quintana closed his comments by stating that it is an honor to serve on the Planning Commission.
Vice Chair Sanchez thanked staff for all of their work; mentioned the honor in serving on the Planning Commission.
Chair Fort thanked staff; commented on all of the work that is being done with housing and the code changes that were made. Chair Fort mentioned the honor it is to serve.
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DocuSign Envelope ID: 1A23F463- 00F5- 41FF- B323- 4679A80A2CCC Planning Commission Minutes October 3, 2023
ADJOURNMENT:
Chair Fort adjourned the meeting at 6: 24 p. m. to the next Regular Planning Commission Meeting on Tuesday, October 17, 2023, at 6: 00 p. m. in the Grover W. Taylor Council Chambers located at 8353 Sierra Avenue, Fontana, California.
Shout GaL.4b
Susana Gallardo
Specialist to the Deputy City Clerk
THE FOREGOING MINUTES WERE APPROVED BY THE PLANNING COMMISSION ON THE 17t" DAY OF OCTOBER 2023.
Cathline Fort
Chairperson
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DocuSign
Certificate Of Completion
Envelope Id: 1A23F463C0F541 FFB3234679A80A2CCC
Subject: Complete with DocuSign: PC Minutes of 10- 03- 2023. pdf Source Envelope:
Document Pages: 5
Certificate Pages: 5
AutoNav: Enabled
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Record Tracking
Status: Original
10/ 18/ 2023 102: 15 PM
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Holder: Maria Torres
mtorres@fontanaca. gov
Signer Events Signature
Susana Gallardo
sgallardo@fontana. org
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Electronic Record and Signature Disclosure:
Accepted: 10/ 18/ 2023 1 02: 21 PM
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Cathline Fort
cathlinefort@verizon. net
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Electronic Record and Signature Disclosure:
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Envelope Originator:
Maria Torres
8353 Sierra Avenue
Fontana, CA 92335
mtorres@fontanaca. gov
IP Address: 192. 146. 186. 123
Location: DocuSign
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Kkasinger@fontana. org
Records Coordinator
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Electronic Record and Signature Disclosure created on: 2/ 2/ 2017 1 06: 54 AM Parties agreed to: Susana Gallardo, Cathline Fort, Kathy Kasinger
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NOTICE OF EXEMPTION
TO: Clerk of the Board of Supervisors
County of San Bernardino
385 N. Arrowhead Avenue, 2nd Floor
San Bernardino, CA 92415-0130
FROM:
City of Fontana
Planning Department
8353 Sierra Avenue
Fontana, CA 92335
Project Title: Master Case No. 23-090
Municipal Code Amendment No. 23-003
Project Location - Specific: Citywide
(a) Project Location - City: Fontana, CA
(b) Project Location - County: San Bernardino
1. Description of nature, purpose, and beneficiaries of Project: Municipal Code Amendment No. 22- 003 - Fontana Municipal Code amendment to Chapter 30 (Zoning and Development Code).
2. Name of Public Agency approving project: City of Fontana
3. Name of Person or Agency carrying out project: City of Fontana
4. Exempt status: (Check one)
(a) _____ Ministerial project.
(b) _____ Not a project.
(c) _____ Emergency Project.
(d) __X__ Categorical Exemption. State type and class number: Exempt under guidelines section Sections 15060(c), 15061(B)(3) (the common-sense exemption), and 15378 and Sections No. 3.01, 3.22, and 10.59 of the 2019 Local Guidelines for Implementing CEQA. (e) _____ Declared Emergency.
(f) _____ Statutory Exemption. State Code section number: _______________________ (g) _____ Other. Explanation: _______________________________________________
5. Reason why project was exempt: This project is a citywide code update to Chapter 30 of the Fontana Municipal Code. There is no associated development with this project.
6. Contact Person: Salvador Quintanilla, Senior Planner Telephone: (909) 350-6566 Date Received for Filing: __________________________________ DiTanyon Johnson
Principal Planner
(Clerk Stamp Here)
ATTACHMENT NO. 4
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ATTACHMENT NO. 3
NOTICE OF PUBLIC HEARING
Si desea información en Español referente a esta notificación o proyecto, favor de comunicarse al (909) 350-6728.
In compliance with Section No. 202 of the Americans with Disabilities Act of 1990 (42 U.S.C.
Sec. 12132) and the federal rules and regulations adopted in implementation thereof, the agenda will be made available in appropriate alternative formats to persons with a disability.
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A PUBLIC HEARING HAS BEEN SCHEDULED BEFORE THE CITY COUNCIL OF THE CITY OF FONTANA FOR THE FOLLOWING:
Master Case No. 23-090 and Municipal Code Amendment No. 23-003: Update to the City of Fontana Municipal Code for amendments to Chapter 30 that will modify multiple sections, including modification to Section 30-30 for the appeal hearing timeframes, Division 24 adding language to provide for minor and major planned unit developments (PUDs) which will provide flexibility and streamline the existing Medium Density Residential (R-2) zoning district development standards, Section 30-417 to include language to reduce landscape setback requirements to accommodate bus turn outs and deceleration lanes, Section 30-430 to provide additional language to distinguish between Major and Minor PUDs, Section 30-434 and Section 30-444 to provide additional language to be consistent with the PUD language, add language to streamline certain development within Medium Density Residential (R-2), and simplify the permitted uses table and development standards for the Medium Density Residential and Multiple Family (R-3) zoning districts, Section 30-435 to modify the garage door design requirements; and Section 30-451 to add language that will provide additional recreational facilities options within the Multi-Family Medium/High Density (R-4) and MultiFamily High Density Residential (R-5) zoning districts.
Environmental
Determination:
This project qualifies for a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060(c), 15061(B)(3) (the common-sense exemption), 15307 and 15308 and Sections No. 3.22 of the 2019 Local Guidelines for Implementing CEQA.
Location: Citywide
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Date of Hearing: November 14, 2023
Place of Hearing: City Hall Council Chambers, 8353 Sierra Avenue, Fontana, CA, 92335 Time of Hearing: 7:00 pm
Should you have any questions concerning this project, please contact Salvador Quintanilla, Senior Planner, at (909) 350-6656 or [email protected]
ANY INTERESTED PARTY MAY PROVIDE INFORMATION BY LETTER OR EMAIL WHICH MAY BE OF ASSISTANCE TO THE CITY COUNCIL. A COPY OF THE APPLICATION AND ENVIRONMENTAL DOCUMENTATION IS AVAILABLE FOR INSPECTION. PLEASE CONTACT THE PLANNER LISTED ABOVE.
IF YOU CHALLENGE IN COURT ANY ACTION TAKEN CONCERNING A PUBLIC HEARING ITEM,
YOU MAY BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR SOMEONE ELSE RAISED
AT THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN WRITTEN CORRESPONDENCE TO THE CITY AT, OR PRIOR TO, THE PUBLIC HEARING.
Publish: November 3, 2023
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City of Fontana
Action Report
City Council and Fontana Housing Authority
Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2590 Agenda Date: 11/14/2023
Agenda #: C. Category: Public Hearing
FROM:
Planning Department
SUBJECT:
Master Case No. 23-098 and Municipal Code Amendment No. 23-001 - Amendment to Fontana Municipal Code Chapter 9 to modify Article V (Industrial Commerce Centers Sustainability Standards), Section 9-71(f), pursuant to a categorical exemption in accordance with CEQA Guidelines section 15060(c), 15061(b)(3), 15307 and 15308.
RECOMMENDATION:
1. Determine that this Ordinance is categorically exempt pursuant to the California Environmental Quality Act (CEQA) Guidelines Sections 15060(c), 15061(b)(3) (the common-sense exemption), and Section No. 3.22 of the 2019 Local Guidelines for Implementing CEQA, in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment where it can be with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA and, alternatively, pursuant to CEQA Guidelines Section 15307 (Actions by Regulatory Agencies for Protection of Natural Resources) and 15308 (Actions by Regulatory Agencies for Protection of the Environment), and Section No. 3.22 of the 2019 Local Guidelines for Implementing of CEQA, as implementation of this ordinance is to improve the environment; and,
2. Read by title only and waive further reading of and introduce Ordinance No. 1937, an Ordinance of the City Council of the City of Fontana approving Master Case No. 23-098 and Municipal Code Amendment No. 22-001 to amend Chapter 9 of the Municipal Code to modify Article V (Industrial Commerce Centers Sustainability Standards), Section 9-71(f) to prohibit loading docks, truck entries, and truck drive aisles from abutting adjacent sensitive receptors to; and the reading of the title constitutes the first thereof.
COUNCIL GOALS:
· Promote economic development by pursuing business attraction, retention, and expansion. · Promote economic development by establishing a quick, consistent development process.
DISCUSSION:
The City of Fontana Municipal Code regulates the development of commercial, industrial, and residential projects. Staff conducts ongoing reviews of the municipal code to determine where language within the code would benefit from updates, clarification, and/or redefinition to help streamline zoning and development processes. The City Council recently took action related to a proposed industrial commerce center development evidencing their intent to protect abutting adjacent City of Fontana Page 1 of 2 Printed on 11/8/2023
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File #: 21-2590 Agenda Date: 11/14/2023
Agenda #: C. Category: Public Hearing
proposed industrial commerce center development evidencing their intent to protect abutting adjacent sensitive receptors from truck loading docks, truck entries, and truck drive aisles.
The City has initiated this Municipal Code Amendment (MCA No. 23-001) to Chapter 9 of the Municipal Code to modify Article V (Industrial Commerce Centers Sustainability Standards). The proposed amendment clarifies the City Council’s intent to restrict truck entries, drive aisles, and loading docks from being located adjacent to sensitive receptors as identified within Exhibit “A” of the City Council Ordinance (Attachment No. 1) and as seen below:
Section 9-71(f) (Buffering and screening/adjacent uses):
Loading docks shall be oriented away from nearby sensitive receptors. Loading docks, truck entries, and truck drive aisles shall not abut adjacent sensitive receptors. Unless physically impossible, loading docks and truck entries shall be oriented away from abutting sensitive receptors. To the greatest extent feasible, loading docks, truck entries, and truck drive aisles shall be located away from nearby sensitive receptors. In making feasibility decisions, the city must comply with existing laws and regulations and balance public safety and the site development's potential impacts to nearby sensitive receptors. Therefore, loading docks, truck entries, and drive aisles may be located nearby sensitive receptors at the discretion of the planning director, but any such site design shall include measures designed to minimize overall impacts to nearby sensitive receptors.
FISCAL IMPACT:
None.
MOTION:
Approve staff’s recommendation.
City of Fontana Page 2 of 2 Printed on 11/8/2023
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ATTACHMENT NO. 1