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Appendix G - Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis
TRANSPORTATION TECHNICAL MEMORANDUM To: Rina Leung, City of Fontana From: Sabita Tewani, AICP, PTP, Transportation Planner, Dudek Subject: Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis for the Santa Ana and Almond Avenue Warehouse, City of Fontana Date: October 25, 2022 cc: Patrick Cruz, Dudek Attachments: Figure 1 A Traffic Scoping Form B Site Plan C Driveway Counts and Traffic Data The following technical memorandum provides a trip generation and vehicle miles traveled (VMT) screening analysis of the proposed Santa Ana Avenue and Almond Avenue Warehouse (project), located at the southwest corner of Almond Avenue and Santa Ana Avenue intersection in the City of Fontana. The project site is located in Slover West Industrial District of the Southwest Industrial Park (SWIP) Specific Plan area, which is developed primarily with warehousing, distribution, and other industrial uses. This analysis was conducted to determine the trip generation and VMT estimates of the proposed project, and determine whether the proposed project would be consistent with the SWIP Program Environmental Impact Report (City of Fontana 2011). This analysis has been prepared consistent with the trip generation methodology from the Institute of Transportation Engineers (ITE 2021) and VMT estimation methodology per the City of Fontana (City of Fontana 2020). Per Senate Bill 743, the Governor’s Office of Planning and Research was directed to amend the California Environmental Quality Act (CEQA) Guidelines to provide an alternative to level of service (LOS) for evaluating transportation impacts. CEQA Guidelines Section 15064.3(b) focuses on specific criteria (VMT) for determining the significance of transportation impacts. Under the new transportation guidelines, LOS, or vehicle delay, does not constitute an environmental impact. VMT has been adopted as the most appropriate measure of transportation impacts under CEQA. The City of Fontana (City) has adopted the use of the VMT metric and has significance criteria for transportation impacts related to VMT. Additionally, the City still requires LOS analysis for General Plan consistency requirements. The following analysis has been prepared consistent with the City’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled and Level of Service Assessment (City of Fontana 2020), which provides guidance on the requirements to evaluate transportation impacts for projects. This analysis was conducted to determine the trip generation estimates and VMT screening analysis of the proposed project, and to determine whether a detailed transportation analysis (LOS and/or VMT) would be required for the proposed project. Transportation Technical Memorandum Subject:Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis for the Santa Ana Avenue and Almond Avenue Warehouse, City of Fontana 14222 2 OCTOBER 2022 As shown in the screening analysis below, the proposed project would not require a Traffic Impact Analysis (TIA) or further VMT analysis. The City’s scoping agreement form to support the LOS screening is attached to this memorandum (Attachment A). 1 Project Description The project would include construction of a warehouse building of approximately 206,204 square feet (inclusive of 5,000 square feet of mezzanine/office spaces) located in the southwest quadrant of the Almond Avenue and Santa Ana Avenue intersection in the City. Figure 1 illustrates the project’s location. The project site is approximately 8.7 acres and contains industrial land uses (primarily home-based trucking and heavy equipment businesses), including six single-family residential structures. The project site also includes several storage buildings and sheds. The remainder of the project site consists of gravel parking areas, various hardscape features, and paved driveways and parking areas. The proposed project would replace existing uses that are currently operational on site and were observed to generate daily and peak-hour trips. The City General Plan Land Use Map designates the project site as Light Industrial (I-L) (City of Fontana 2021a), and the City’s Zoning Map shows the site as being zoned as the SWIP Specific Plan (SP) zone (City of Fontana 2021b) (within the SWIP SP area, the project site is located in the Slover West Industrial District). Regional access to the project site is available from Interstate 10 via Cherry Avenue. Additional regional access to the project site is available from Interstate 15 to the west, State Route 60 to the south, and Interstate 15 to the east. The proposed project would be accessed via three full-access driveways: one driveway on the northern portion of the site on Santa Avenue and two driveways on the eastern portion of the site on Almond Avenue. The first driveway would be a 40-foot-wide truck driveway at the northwestern corner of the project site, providing access to the proposed vehicle parking lot and truck court; the second driveway would be a 30-foot-wide passenger vehicle driveway along Almond Avenue approximately 150 feet south of the intersection of Santa Ana Avenue and Almond Avenue, providing access to the employee parking lot; the third driveway would be a 30-foot-wide passenger vehicle driveway at the southeastern corner of the site providing access to two of the employee parking lots. Vehicle parking for employees would be located in a parking lot along the east side of the project site, a parking lot in the southwest corner of the project site, and a parking lot in the northwest corner of the project site. The project would include 87 passenger parking stalls and 38 trailer parking stalls. The project would provide for adequate parking per parking memo prepared by Dudek. The site plan of the proposed project includes the detailed parking summary and is included as Attachment B. 2 Trip Generation 2.1 Existing Use The project site is approximately 8.7 acres and contains industrial land uses (primarily home-based trucking and heavy equipment businesses), including six single-family residential structures. The project site also includes several storage buildings and sheds. The remainder of the project site consists of gravel parking areas, various hardscape features, and paved driveways and parking areas. Figure 1 illustrates the existing paved driveways that provide access to various parcels of the existing site. The proposed project would replace existing uses and these driveways that currently generate daily and peak-hour trips. Transportation Technical Memorandum Subject:Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis for the Santa Ana Avenue and Almond Avenue Warehouse, City of Fontana 14222 3 OCTOBER 2022 For the purpose of this assessment, an existing use credit has been taken for the trips associated with the uses that are currently operational and generate daily and peak-hour trips. Traffic counts were collected for 24 hours at the seven driveways identified on the project site on Tuesday, April 12, 2022. Traffic count summary sheets are included in Attachment C. A summary of the driveway count data collected is provided in Attachment C. Attachment C provides a detailed summary of the counts collected at each of the seven driveway locations. Table 1 summarizes the total daily and peak-hour trip generation for the existing site (accounting for all driveways). As shown on Table 1, the existing uses generate 109 daily trips, with 9 trips during the AM peak hour and 24 trips during the PM peak hour. Applying the passenger car equivalency (PCE) factors to convert the truck trips, the existing uses generate 165 daily trips, with 11 trips during the AM peak hour and 36 trips during the PM peak hour. Table 1. Summary of Driveway Counts for Existing Use Land Use Daily Trips AM Peak Hour PM Peak Hour In Out Total In Out Total Existing Trip Generation1 Passenger Cars 75 4 3 7 7 10 17 2-axle Trucks 5 1 1 2 1 0 1 3-axle Trucks 14 0 0 0 3 1 4 4+axle Trucks 15 0 0 0 1 1 2 Total 109 5 4 9 12 12 24 Existing PCE Trip Generation2 Passenger Cars (1.0 PCE) 75 4 3 7 7 10 17 2-axle Trucks (2.0 PCE) 10 2 2 4 2 0 2 3-axle Trucks (2.5 PCE) 35 0 0 0 8 3 10 4+axle Trucks (3.0 PCE) 45 0 0 0 3 3 6 Total 165 6 5 11 20 16 36 Notes: PCE = passenger car equivalent Some of the totals may not match exactly due to rounding. 1 Existing trip generation estimated from driveway traffic counts included in Attachment B. 2 Passenger Car Equivalent (PCE) factors are assumed to be 1.0 for passenger vehicles, 1.5 and 2.0 for 2-axle and 3-axle trucks, and 3.0 for 4-axle trucks per City of Fontana TIA Guidelines (October 2020). 2.2 Proposed Project Table 2 provides a summary of trip generation estimates for the project based on ITE’s Trip Generation, 11th Edition, for Warehousing use (ITE Code 150). Additionally, per the City’s direction on a similar project, the warehouse (non- cold storage buildings) truck fleet mix from the South Coast Air Quality Management District’s (SCAQMD) Warehouse Truck Trip Study Data Results and Usage (SCAQMD 2014a) was used to estimate project-related truck traffic. Based on the SCAQMD data, passenger cars would account for 69% trips of the total trips generated by a warehouse facility, and truck trips would account for approximately 31% of the total trips. The total percentage of truck trips were further divided by 2-axle, 3-axle, and 4+ axle trucks per the SCAQMD study. These truck trips generated by the project were then converted to PCE trips by using the recommended PCE factors. PCE factors consistent with the City’s TIA guidelines were used to estimate the total PCE trips for the project. Transportation Technical Memorandum Subject:Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis for the Santa Ana Avenue and Almond Avenue Warehouse, City of Fontana 14222 4 OCTOBER 2022 Table 2. Project Trip Generation Summary Land Use Daily Trip Rate/Unit AM Peak Hour PM Peak Hour In Out Total In Out Total Trip Rates and Trip Generation Warehousing1 (ITE Code 150) 1.71/TSF 0.13 0.04 0.17 0.05 0.13 0.18 Land Use Units Daily In Out Total In Out Total Proposed 206,204 TSF 352 27 8 35 10 27 37 Land Use Vehicle Classification (Percent) Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Net New Trip Generation Vehicle Mix2 and Non PCE Trips (206,204 TSF) Passenger Cars (69.0%) 243 18 6 24 7 18 25 2-axle Trucks (6.8%) 24 2 1 3 1 2 3 3-axle Trucks (5.5%) 19 1 0 1 0 2 2 4+axle Trucks (18.7%) 66 6 1 7 2 5 7 Non PCE Trips 352 27 8 35 10 27 37 Passenger-Car Equivalence (PCE) PCE Factors3 and PCE Trips (206,204 TSF) Passenger Cars (1.0 PCE) 243 18 6 24 7 18 25 2-axle Trucks (2.0 PCE) 48 4 2 6 2 4 6 3-axle Trucks (2.5 PCE) 48 3 0 3 0 5 5 4+axle Trucks (3.0 PCE) 198 18 3 21 6 15 21 Total PCE Trips 537 43 11 54 16 43 59 Notes: TSF = thousand square feet, PCE = passenger car equivalent Some of the totals may not match exactly due to rounding. 1 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021. Land Use Code 150 – Warehousing. 2 Vehicle Mix from the SCAQMD 2014b. 3 Passenger Car Equivalent (PCE) factors are assumed to be 1.0 for passenger vehicles, 2.0 for 2-axle trucks, 2.5 for 3-axle trucks, and 3.0 for 4-axle trucks per City of Fontana TIA Guidelines (October 2020). As shown in Table 2, the proposed project would generate approximately 352 daily trips, with 35 trips (27 inbound and 8 outbound) in the AM peak hour, and 37 trips (10 inbound and 27 outbound) in the PM peak hour. Adjusting for PCE, the trip generation is approximately 537 daily PCE trips, 54 AM PCE peak hour trips (43 inbound and 11 outbound) and 59 PM PCE peak hour trips (16 inbound and 43 outbound). 2.3 Net New Project Trip Generation The existing uses on the project site would be replaced by the proposed project; therefore, the trip generation was estimated by subtracting the trips generated by the existing uses from the proposed project trip generation. Because the existing uses are currently operational, an existing use trip credit can be applied to estimate the project’s net new trip generation (Table 3). Transportation Technical Memorandum Subject:Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis for the Santa Ana Avenue and Almond Avenue Warehouse, City of Fontana 14222 5 OCTOBER 2022 Table 3: Net New Trip Generation Summary Land Use Daily Trips AM Peak Hour PM Peak Hour In Out Total In Out Total Proposed Project Trip Generation Passenger Cars 243 18 6 24 7 18 25 Trucks 109 9 2 11 3 9 12 Total Non PCE Trips 352 27 8 35 10 27 37 Trucks (PCE) 294 25 5 30 8 24 32 Total Trips (PCE) 537 43 11 54 16 43 59 Existing Trip Generation Passenger Cars 75 4 3 7 7 10 17 Trucks 34 1 1 2 5 2 7 Total Non PCE Trips 109 5 4 9 12 12 24 Trucks (PCE) 90 2 2 4 13 6 18 Total Trips (PCE) 165 6 5 11 20 16 36 Net New Trip Generation (Proposed – Existing) Net New Passenger Cars 168 14 3 17 0 8 8 Net New Trucks 75 8 1 9 -2 7 5 Net New Non PCE Trips 244 22 4 26 -2 15 13 Net New Trucks (PCE) 204 23 3 26 -5 19 14 Net New Total Trips (PCE) 372 37 6 43 -4 27 23 Notes: PCE = passenger car equivalent; Some of the totals may not match exactly due to rounding. As shown in Table 3, the proposed project would generate approximately 244 net new daily trips, with 26 net new trips in the AM peak hour, and 13 net new trips in the PM peak hour. Adjusting for PCE, the trip generation is approximately 372 net new daily PCE trips, 43 net new AM PCE peak hour trips and 23 net new PM PCE peak hour trips. 3 LOS Screening Analysis Per City’s TIA Guidelines (October 2020), the proposed project would not generate 50 or more AM or PM peak-hour trips; therefore, it would not warrant a traffic analysis. Therefore, the proposed project would not require a quantitative LOS analysis. Attachment B includes the City’s Traffic Scoping Form to support exemption from LOS analysis and preparation of a TIA report. 4 VMT Screening Analysis The Governor’s Office of Planning and Research prepared a comprehensive update to the CEQA Guidelines in 2017 that was approved by the California Natural Resources Agency in December 2018, requiring that lead agencies use VMT for analyzing transportation impacts (OPR 2018). CEQA Guidelines Section 15064.3 states that “generally, vehicle miles traveled (VMT) is the most appropriate measure of transportation impacts,” and define VMT as “the amount and distance of automobile travel attributable to a project.” Note that “automobile” refers to on-road passenger vehicles, specifically cars and light trucks. Heavy-duty truck VMT does not need to be included in the Transportation Technical Memorandum Subject:Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis for the Santa Ana Avenue and Almond Avenue Warehouse, City of Fontana 14222 6 OCTOBER 2022 analysis, per Senate Bill 743 requirements. Other relevant considerations may include the effects of the project on transit and non-motorized traveled. Per City of Fontana’s TIA Guidelines (City of Fontana 2020), if a project generates fewer than 500 net daily trips (non-PCE), it is deemed to not cause a substantial increase in the total citywide or regional VMT, and is therefore presumed to have a less-than-significant impact on VMT. Substantial evidence in support of the 500 daily trip threshold is documented in Appendix B, City of Fontana Senate Bill 743 Small Project Testing, of the City guidelines (City of Fontana 2020). As noted in Table 3, the proposed project would result in 244 net new non-PCE daily trips, which does not exceed the City’s 500 ADT screening threshold. Therefore, the project would result in a less-than- significant impact for VMT; no further VMT analysis would be required. 5 Conclusions Based on the trip generation analysis above and adjusting for PCE, the proposed project would generate fewer than 50 net new AM or PM peak-hour trips (see Table 3). Adjusting for PCE, the project would generate approximately 43 net new AM PCE peak-hour trips (37 inbound and 6 outbound) and 23 net new PM PCE peak-hour trips (-4 inbound and 27 outbound). Per the City’s TIA guidelines and project trip generation estimates, the proposed project would not be required to prepare an LOS analysis. Based on the trip generation analysis above, the project would not generate 500 net new daily trips. The proposed project would be screened out from conducting further VMT analysis and is presumed to have a less-than-significant VMT impact. Thus, the project would not require any mitigation. 6 References City of Fontana. 2011. Southwest Industrial Park (SWIP) Specific Plan Update and Annexation Public Review Draft Program Environmental Impact Report. Department of Community Development – Planning Division. October 2011. https://www.fontana.org/DocumentCenter/View/36382/SWIP-Public-Review-Draft-Program-EIR. City of Fontana. 2020. Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level Of Service Assessment. Traffic Engineering Division. October 21, 2020. https://www.fontana.org/ DocumentCenter/View/35928/TIA-Guidelines---VMT-Assessment. City of Fontana. 2021a. “City of Fontana General Plan Land Use Map.” March 2, 2021. https://www.fontana.org/ DocumentCenter/View/28163/General-Plan-Land-Use-Map-3-2-2021?bidId=. City of Fontana. 2021b. “City of Fontana Zoning District Map.” March 2, 2021. https://www.fontana.org/ DocumentCenter/View/30623/Zoning-District-Map-3-2-21?bidId=. ITE (Institute of Transportation Engineers). 2021. Trip Generation Manual. 11th ed. OPR (California Governor’s Office of Planning and Research). 2018. Technical Advisory on Evaluating Transportation Impacts in CEQA. December 2018. Accessed May 2020. http://opr.ca.gov/ docs/20190122-743_Technical_Advisory.pdf. Transportation Technical Memorandum Subject:Trip Generation and Vehicle Miles Travel (VMT) Screening Analysis for the Santa Ana Avenue and Almond Avenue Warehouse, City of Fontana 14222 7 OCTOBER 2022 SCAQMD (South Coast Air Quality Management District). 2014a. Warehouse Truck Trip Study Data Results and Usage. Inland Empire Logistics Council. June 2014. https://www.aqmd.gov/docs/default-source/ceqa/handbook/ high-cube-warehouse-trip-rate-study-for-air-quality-analysis/final-ielc_6-19-2014.pdf?sfvrsn=2. SCAQMD. 2014b. Warehouse Truck Trip Study Data Results and Usage, Back Up Slides. Stakeholder Working Group. July 17, 2014 http://www.aqmd.gov/docs/default-source/ceqa/handbook/ high-cube-warehouse-trip-rate-study-for-air-quality-analysis/finalswg071714backup.pdf. Date: 4/21/2022 - Last saved by: hmcomber - Path: Z:\Projects\j1422201\MAPDOC\DOCUMENT\Transportation\Figure1_ProjectLocation_ExistingDriveways.mxdProject Location and Existing Driveways on Project Site Santa Ana Aveune and Almond Street Warehouse Project SOURCE: Bing Maps; County of San Bernadino 2021 0 200100Feet Project Boundary Driveways Parcels FIGURE 1 Adelanto Banning Barstow Big BearLake Blythe California City Coachella DesertHotSprings Indio Irvine La QuintaMurrieta Needles Perris Ridgecrest Twentynine Palms Victorville Yucaipa Yucca Valley Inyo County Riverside County 395 95 243 18 247 60 74 86 330 2 79 178 173 111 177 66 58 138 38 127 15 215 10 15 40 210 SAN BERNARDINO COUNTY Project Site Attachment A Traffic Scoping Form Traffic Impact Analysis -14-Al 2008 Preparation Guide Exhibit A SCOPING AGREEMENT FOR TRAFFIC IMPACT STUDY This letter acknowledges the Riverside County Transportation Department requirements for traffic impact analysis of the following project. The analysis must follow the Riverside County Transportation Department Traffic Study Guidelines dated February 2005. Case No. (i.e. TR, PM, CUP, PP) Related Cases - SP No. Provide SP No. and list of other approved or active projects within the SP. EIR No. GPA No. CZ No. Project Name: Project Address: Project Description: Consultant Developer Name: Address: Telephone: Fax: A. Trip Generation Source: (ITE 7th Edition or other) Current GP Land Use Provide General Plan Land Use Designation (e.g.: MDR, CR, etc) Proposed Land Use Current Zoning Proposed Zoning Current Trip Generation Proposed Trip Generation In Out Total In Out Total AM Trips PM Trips Internal Trip Allowance Yes No (% Trip Discount) Pass-By Trip Allowance Yes No (% Trip Discount) A pass-by trip discount is allowed for appropriate land uses per ITE trip generation handbook 3rd edition. The pass-by trips at adjacent study area intersections and project driveways shall be indicated on a report figure. (Attach table for detailed trip generation) B.Trip Geographic Distribution:N % S % E % W % (attach exhibit for detailed assignment) C. Background Traffic Project Opening & Future Build-Out Year: Phase Year(s) _________________ Annual Ambient Growth Rate: % Other area projects to be analyzed: Model/Forecast methodology October 2020 Traffic Impact Analysis -5-October 2019 Preparation Guide Exhibit B – Scoping Agreement – Page 2 D. Study intersections: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies.) 1. 2. 3. 4. 5. E. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation anddistribution are determined, or comments from other agencies.) 1. 2. 3. 4. 5. E. Other Jurisdictional Impacts Is this project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No If so, name of City Jurisdiction: F. Site Plan (please attach reduced copy) G. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline) (To be filled out by Transportation Department) (NOTE: If the traffic study states that “a traffic signal is warranted” (or “a traffic signal appears to be warranted,” orsimilar statement) at an existing unsignalized intersection under existing conditions, 8-hour approach traffic volume information must be submitted in addition to the peak hourly turning movement counts for that intersection.) H. Existing Conditions Traffic count data must be new or recent. Provide traffic count dates if using other than new counts. Date of counts______________________________________________________________________ *NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to submittal of this form. Transportation Department staff will not process the Scoping Agreement prior to receipt of the fee. Recommended by: ______________________________ _________ Consultant’s Representative Date Scoping Agreement Submitted on _____________ Revised on ___________________ Approved Scoping Agreement: _________________________ ________ Riverside Count 6. 7. 8. 9. 10. 6. 7. 8. 9. 10. Attachment B Site Plan (c) 2 015 Tran soft Sol utio ns, I nc. All righ ts r eser ved. (c) 2015 Transoft Solutions, Inc. All rights reserved. (c) 2 0 1 5 Tran soft S olutio ns, In c. All right s rese rved. (c) 2015 Transoft Solutions, Inc. All rights reserved. NORTH PROJECT LOCATION SANTA ANA AVE ALMOND AVE1.THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES REQUIREMENTS. 2.GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET AND FOLLOW ALL RECOMMENDATIONS. 3.U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND CURBS ARE EITHER TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF THE WALL OR CURB. ALL DIMESIONS TO FRAMED WALLS ARE EITHER TO THE CENTER LINE OF THE WALL FRAMING (SHOWN WITH A CENTERLINE) OR THE FACE OF THE WALL FINISH. 4.REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL CONTRACTOR TO COORDINATE ALL POINTS OF CONNECTION. 5.REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES AND SLOPES. ALL FINISHED GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FORM THE BUILDING. GENERAL CONTRACTOR TO FIELD VERIFY. 6.ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN DRAWINGS SHALL CONFORM TO THE FOLLOWING: a)SLOPES IN THE DIRECTION OF TRAVEL DO NOT EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%. b)THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN. c)CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2" IF THEY OCCUR ARE RAMPED. SEE PLANS d)THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE ROUTE IS 80" MIN. 7.ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N. 8.A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END OF THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3' VERICAL OF THE FINISHED GRADE. SEE 2/AD1.1 10.PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED BY UTILITY COMPANIES AND OR FIRE AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD PROTECTION POST DETAILS ARE NOT PROVIDED BY UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL 3/AD1.1 11.ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL BE PAINTED FORREST GREEN. 12.WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND PLANTER WALLS WHERE THE SIDE OF THE WALL OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS BELOW GRADE. SEE 19/AD1.1 CONCRETE PAVING. SEE CIVIL DRAWINGS FOR PAVING SECTIONS FIRE HYDRANT. PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED. SEE 3/AD1.1 STREET LIGHT INDICATES AN ACCESSIBLE ROUTE. MUST COMPLY w/ SITE PLAN GENERAL NOTE #6 PROPERTY LINE DOCK HIGH DOOR DRIVE THRU. DOOR LANDSCAPE AREA 84' - 0" 60' - 0" 60' - 0" 50' - 0" 50' - 0" 60' - 0" 60' - 0"6' - 6" 19' - 0" 30' - 0" 19' - 0" 25' - 6"547' - 0"43' - 10"7' - 10 15/32" 30' - 0" 6' - 0" 43' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0"PROPOSED BUILDING 206,204 S.F. OFFICE AREA 2,500 S.F. GROUND LEVEL 2,500 S.F. MEZZANINE LEVEL 5 8 8 10 10 10 10 14 12 1 A1.1 2 A1.1 30' FIRE ACCESS LANE30' FIRE ACCESS LANE106 111111 111 111 111TYP.12' - 0"SANTA ANA AVE.ALMOND AVE.20 DOCK HI DOORSPROPERTY LINE 581' - 3" ± PROPERTY LINE 619' - 11" ±PROPERTY LINE614' - 0" ±137 135135 135135 38 TRAILER STALLS3 HR RATED WALL 185' - 9" ±340' - 0" 102 103 ELECT ROOM T 135A1.2 1 A1.2 2 A1.2 3 A1.2 4 A1.2 5 A1.26NOTE: FACE OF WALL TO BE 2'' OFF P/L PER CITY STD.102R 1 4' - 1 1"R 15' - 0"R 3 ' - 0 "122' - 2" ±DRIVEWAY30' - 0"341' - 8" ±DRIVEWAY40' - 0"135 105 TYP. TYP. 106 TYP. R 3' - 0"3 A1.1 DRIVEWAY 40' - 0" 102103R 2 5 ' - 0 "R 25' - 0" 137 7 A1.1 CMU SCREEN WALL TO REMAIN 27' - 0" ±20' - 8" ±114 DG PATH DG PATH DG PATH 55' - 0" 46' - 9" ± 84' - 0" 101' - 9" ±424' - 0"100' - 0" ± 109 416 416 101' - 10" ± 55' - 10" ± 40' - 0" 6' - 0" 103 NORTHPROJECT 10/18/2022 4:25:53 PMTHIRD ENTITLEMENT SUBMITTALA21-2141FONTANA, CA10.18.2022 A1 OVERALL SITE PLANPATRIOT PARTNERS SANTA ANA & ALMOND AVE.KEYNOTES SCOPE OF WORK CONSTRUCT NEW ONE STORY + MEZZANINE CONCRETE TILT- UP WAREHOUSE/DISTRIBUTION FACILITY WITH ELECTRICAL AND PLUMBING SERVICES, EXTERIOR LIGHTING, LANDCAPING & IRRIGATION, TRASH ENCLOSURES, CONCRETE SCREEN WALLS, AND SLIDING/SWINGING METAL GATES. FIRE SPRINKLER AND GRADING PLANS TO BE A SEPARATE SUBMITTAL AND PERMIT LEGAL DESCRIPTION & ZONING LEGAL DESCRIPTION: SEE CIVIL PLAN ASSESSOR'S PARCEL NO: SEE CIVIL PLAN SPECIFIC PLAN LEGEND: SOUTHWEST INDUSTRIAL PARK ZONING: JND DISTRICT A1 SITE PLAN A1_1 ENLARGED PARTIAL SITE PLANS A1_2 GATE & FENCE ELEVATIONS A2 OVERALL FLOOR PLANS A3 OVERALL ROOF PLAN A4 EXTERIOR ELEVATIONS A4_1 MATERIAL BOARD A4_2 RENDERING A4_3 RENDERING C1 CONCEPTUAL GRADING PLAN C2 TENTATIVE PARCEL MAP L1 CONCEPTUAL LANDSCAPE PLAN SHEET INDEX DEVELOPER/OWNER HERDMAN ARCHITECTURE & DESIGN, INC. 100 BAYVIEW CIRCLE SUITE 100 NEWPORT BEACH, CA 92660 CONTACT: BRIDGET HERDMAN PHONE: 714.389.2800 EMAIL: PROJECTADMIN@HERDMAN-AD.COM APPLICANT'S REPRESENTATIVE/ARCHITECT VICINITY MAP 102 PROPOSED DRIVEWAY, PER JURISDICTIONAL STANDARDS. 103 DECORATIVE PAVING. SEE LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION. 105 CONCRETE PAVING. 106 @ SHADING, PROPOSED LANDSCAPED AREA. SEE LANDSCAPING PLANS. 109 (N) TRANSFORMER LOCATION.SEE LANDSCAPE FOR SCREENING 111 TYP U.O.N., STANDARD PARKING STALL. DOUBLE STRIPED 114 ACCESSIBLE SITE ENTRANCE SIGN. 135 PAINTED CONCRETE TILT-UP SCREEN WALL OR TRASH ENCLOSURE WALL. PAINT BOTH SIDES AND TOP OF WALL. SEE ARCHITECTURAL DRAWINGS FOR COLOR SCHEDULE. 137 TUBE STEEL FENCE. HEIGHT: XXX. 416 PAINTED STEEL DOWNSPOUT w/ 1 OR 2 PAINTED OVERFLOW SCUPPERS AS SHOWN ON THE ELEVATIONS. 1" = 30'-0"1 PROPOSED SITE PLAN PATRIOT PARTNERS 12126 W. SUNSET BLVD. LOS ANGELES, CA 90049 CONCTACT: 858.952.4134 EMAIL: KEVIN@PATRIOTDEVELOPMENTPARTNERS.COM SITE PLAN GENERAL NOTES LOT AREA EXCLUSIVE OF BUILDING % LANDSCAPING REQUIRED AREA LANDSCAPING PROVIDED % LANDSCAPING PROVIDED 182597 SF 15% 50025 SF 27.4% SQUARE FOOTAGE ACRES 382292 SF 8.78 SPACE TYPE SPACES PROVIDED STANDARD STALLS 66 STANDARD ACCESSIBLE STALLS 3 VAN ACCESSIBLE STALLS 1 CLEAN AIR STALLS 6 EV CHARGING ONLY STALLS 3 FUTURE EV CHARGING ONLY STALLS 6 EV CHARGING ONLY STANDARD ACCESSIBLE STALLS 1 EV CHARGING ONLY VAN ACCESSIBLE STALLS 1 TOTAL 87 NAME AREA GROUND FLOOR OFFICE 2500 SF WAREHOUSE 201204 SF 203704 SF MEZZANINE OFFICE 2500 SF 2500 SF GROUND LEVEL + MEZZANINE WAREHOUSE 201204 SF OFFICE 5000 SF TOTAL BUILDING AREA 206204 SF TOTAL PARKING REQUIRED PARKING PROVIDED LANDSCAPE AREA SUMMARY BUILDING AREA SUMMARY FLOOR AREA RATIO SITE AREA BUILDING AREA SITE AREA FAR ALLOWABLE FAR PROVIDED 206204 SF 382292 SF 55% 53.9% BUILDING USE BUILDING AREA PARKING RATIO 1/X REQ. PARKING OFFICE 5000 SF 250 20.00 WAREHOUSE 40000 SF 1000 40.00 WAREHOUSE 161204 SF 4000 40.30 TOTAL 206204 SF 100.30 SITE LEGEND TRAILER PARKING PROVIDED TRAILER PARKING REQUIRED NO. CITY REQ. 38 20% PARKING REDUCTION -20.00 PARKING REQUIRED TOTAL = 81.00 Attachment C Driveway Counts and Traffic Data • Average Daily Traffic Volumes A42621 DATE:CITY#Fontana JOB #:SC3333 CLASS2 Almond north of Santa Ana AM EASTBOUND PM EASTBOUND TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 0 5 3 0 1 2 0 1 1 0 0 0 0 13 0:15 0 1 1 0 0 1 0 0 0 0 0 0 0 3 12:15 0 8 1 0 4 4 0 2 5 0 0 0 0 24 0:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:30 0 9 5 0 2 1 0 0 2 0 0 0 0 19 0:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:45 1 14 12 0 2 1 0 0 2 0 0 0 0 32 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 9 7 0 1 4 0 0 5 0 0 0 0 26 1:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 13:15 0 9 7 0 1 2 0 0 5 0 0 0 0 24 1:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 13:30 0 18 7 0 1 2 0 0 3 0 0 0 0 31 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 17 9 0 6 0 0 1 1 0 0 0 0 34 2:00 0 0 0 0 0 1 0 0 0 0 0 0 0 1 14:00 0 22 10 0 5 1 0 0 0 0 0 0 0 38 2:15 0 0 0 0 1 0 0 0 0 0 0 0 0 1 14:15 0 24 6 0 2 1 0 1 1 0 0 0 0 35 2:30 0 1 0 0 2 0 0 0 0 0 0 0 0 3 14:30 0 26 10 0 6 0 0 0 5 0 0 0 0 47 2:45 0 0 0 0 0 1 0 0 0 0 0 0 0 1 14:45 0 25 7 0 3 3 0 0 0 0 0 0 0 38 3:00 0 3 0 0 0 1 0 0 0 0 0 0 0 4 15:00 0 31 4 0 2 1 0 2 1 0 0 0 0 41 3:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 15:15 0 18 9 0 3 0 0 0 2 0 0 0 0 32 3:30 0 1 0 0 0 1 0 0 0 0 0 0 0 2 15:30 0 48 18 0 4 4 0 0 1 0 0 0 0 75 3:45 0 3 0 0 1 0 0 0 0 2 0 0 0 6 15:45 0 39 12 0 2 3 0 2 2 0 0 0 0 60 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 25 11 0 1 1 0 1 2 0 0 0 0 41 4:15 0 2 0 0 1 0 0 0 4 0 0 0 0 7 16:15 0 25 10 0 3 1 0 2 2 0 0 0 0 43 4:30 0 1 0 0 1 1 0 0 1 0 0 0 0 4 16:30 0 32 14 0 1 1 0 1 3 0 0 0 0 52 4:45 0 3 1 0 0 0 0 0 1 0 0 0 0 5 16:45 0 16 8 0 1 1 0 0 4 0 0 0 0 30 5:00 0 3 1 0 0 1 0 1 1 0 0 0 0 7 17:00 0 27 10 0 0 0 0 0 0 0 0 0 0 37 5:15 0 4 2 0 1 1 0 0 0 0 2 0 0 10 17:15 0 21 6 0 4 1 0 1 0 0 0 0 0 33 5:30 0 5 3 0 2 0 0 0 1 0 5 0 0 16 17:30 0 11 6 0 3 0 0 2 0 0 0 0 0 22 5:45 0 9 2 0 1 1 0 0 0 0 0 0 0 13 17:45 0 10 1 0 0 1 0 2 2 0 0 0 0 16 6:00 0 4 1 0 2 2 0 0 1 0 0 0 0 10 18:00 0 15 4 0 2 1 0 0 1 0 0 0 0 23 6:15 0 7 2 0 1 2 0 0 4 0 0 0 0 16 18:15 0 4 3 0 1 1 0 2 0 0 0 0 0 11 6:30 0 3 2 0 1 0 0 0 1 0 0 0 0 7 18:30 0 6 2 0 0 0 0 1 1 0 0 0 0 10 6:45 0 8 3 0 0 2 0 0 2 0 0 0 0 15 18:45 0 4 2 0 0 1 0 2 4 0 0 0 0 13 7:00 0 9 3 0 1 3 0 0 1 0 0 0 0 17 19:00 0 9 2 0 0 0 0 0 0 0 0 0 0 11 7:15 0 15 1 0 0 1 0 0 1 0 0 0 0 18 19:15 0 2 3 0 0 2 0 1 1 0 0 0 0 9 7:30 0 9 4 0 3 3 0 0 1 0 0 0 0 20 19:30 0 4 1 0 0 0 0 1 2 0 0 0 0 8 7:45 0 8 4 0 1 1 0 0 4 0 0 0 0 18 19:45 0 4 4 0 1 1 0 0 2 0 0 0 0 12 8:00 0 13 5 0 1 2 0 0 3 0 0 0 0 24 20:00 0 4 1 0 0 0 0 0 1 0 0 0 0 6 8:15 0 19 8 0 3 0 0 1 3 0 0 0 0 34 20:15 0 3 3 0 0 3 0 1 0 0 0 0 0 10 8:30 0 14 6 0 1 0 0 1 2 0 0 0 0 24 20:30 0 8 2 0 0 2 0 0 0 0 0 0 0 12 8:45 0 8 7 0 1 2 0 1 2 0 0 0 0 21 20:45 0 2 2 0 0 0 0 0 0 0 0 0 0 4 9:00 0 5 2 0 3 0 0 0 5 0 0 0 0 15 21:00 0 2 0 0 0 0 0 0 1 0 0 0 0 3 9:15 0 4 7 0 2 0 0 1 2 0 0 0 0 16 21:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 9:30 0 6 3 0 3 0 0 1 2 0 0 0 0 15 21:30 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:45 0 9 4 0 1 2 0 0 4 0 0 0 0 20 21:45 0 4 0 0 0 0 0 2 0 0 0 0 0 6 10:00 0 14 4 0 4 1 0 2 1 0 0 0 0 26 22:00 0 2 1 0 2 0 0 0 0 0 0 0 0 5 10:15 0 9 16 0 4 1 0 0 3 0 0 0 0 33 22:15 0 4 1 0 2 0 0 2 0 0 0 0 0 9 10:30 0 2 3 0 8 5 0 1 5 0 0 0 0 24 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 0 5 7 0 2 0 0 3 3 0 0 0 0 20 22:45 0 3 0 0 1 0 0 0 0 0 0 0 0 4 11:00 0 5 9 0 1 3 0 0 2 0 1 0 0 21 23:00 0 2 0 0 0 1 0 0 0 0 0 0 0 3 11:15 0 8 5 0 4 2 0 2 3 0 0 0 0 24 23:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:30 0 11 10 0 0 2 0 0 2 0 0 0 0 25 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 0 12 7 0 1 3 0 0 1 0 0 0 0 24 23:45 0 1 2 0 0 0 0 0 0 0 0 0 0 3 TOTAL 0 248 133 0 58 46 0 14 66 2 8 0 0 575 TOTAL 1 577 227 0 67 47 0 30 62 0 0 0 0 1,011 AM PEAK HOUR 10:00 AM PM PEAK HOUR 3:30 PM AM PEAK VOLUME 103 PM PEAK VOLUME 219 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 1 825 360 0 125 93 0 44 128 2 8 0 0 1,586 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.1%52.0%22.7%0.0%7.9%5.9%0.0%2.8%8.1%0.1%0.5%0.0%0.0%100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single Trailer CLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 3 1,510 621 1 233 169 0 89 253 2 14 0 0 2,895 CLASS 7 4 or More Axles, Single Unit % OF TOTAL 0.1%52.2%21.5%0.0%8.0%5.8%0.0%3.1%8.7%0.1%0.5%0.0%0.0%100.0% Thursday, March 17, 2022 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:CITY#Fontana JOB #:SC3333 CLASS2 Almond north of Santa Ana AM WESTBOUND PM WESTBOUND TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 0 0 0 0 0 0 0 1 0 0 0 0 1 12:00 0 12 7 0 3 0 0 1 1 0 0 0 0 24 0:15 0 1 0 0 0 1 0 0 0 0 0 0 0 2 12:15 0 4 8 0 1 1 0 2 2 0 0 0 0 18 0:30 0 0 0 0 1 0 0 0 0 0 0 0 0 1 12:30 0 13 3 0 2 0 0 0 0 0 0 0 0 18 0:45 0 0 0 0 0 1 0 0 1 0 0 0 0 2 12:45 0 9 1 0 2 1 0 2 2 0 0 0 0 17 1:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 13:00 0 8 3 0 0 2 0 1 4 0 0 0 0 18 1:15 0 2 0 0 0 1 0 0 0 0 0 0 0 3 13:15 0 5 6 0 3 1 0 1 1 0 0 0 0 17 1:30 0 1 2 0 0 1 0 1 0 0 0 0 0 5 13:30 0 9 11 0 1 2 0 1 2 0 0 0 0 26 1:45 0 0 0 0 0 1 0 0 0 0 0 0 0 1 13:45 0 6 3 0 2 2 0 0 2 0 0 0 0 15 2:00 0 0 0 0 0 0 0 0 1 0 0 0 0 1 14:00 0 16 5 0 4 1 0 0 5 0 0 0 0 31 2:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 14:15 0 6 5 0 6 4 0 0 4 0 0 0 0 25 2:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 14:30 0 13 4 0 4 1 0 0 4 0 0 0 0 26 2:45 0 0 0 0 0 2 0 0 0 0 0 0 0 2 14:45 0 13 7 0 2 2 0 1 2 0 0 0 0 27 3:00 0 1 1 0 1 0 0 0 1 0 0 0 0 4 15:00 0 11 6 0 2 1 0 2 1 0 0 0 0 23 3:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 15:15 0 15 4 0 2 0 0 1 2 0 0 0 0 24 3:30 0 6 1 0 0 0 0 0 2 0 0 0 0 9 15:30 0 26 2 0 0 6 0 1 1 0 0 0 0 36 3:45 0 3 0 0 1 0 0 0 1 0 0 0 0 5 15:45 1 18 3 0 0 0 0 0 1 0 0 0 0 23 4:00 0 2 2 0 0 1 0 0 0 0 0 0 0 5 16:00 0 13 3 0 3 2 0 0 3 0 0 0 0 24 4:15 0 9 1 0 0 0 0 0 1 0 0 0 0 11 16:15 0 10 3 0 2 1 0 0 1 0 3 0 0 20 4:30 0 7 3 0 0 0 0 0 0 0 0 0 0 10 16:30 0 11 6 0 2 2 0 1 4 0 1 0 0 27 4:45 0 18 2 0 1 0 0 0 0 0 0 0 0 21 16:45 0 9 5 0 0 2 0 0 2 0 1 0 0 19 5:00 0 6 0 0 0 0 0 0 1 0 0 0 0 7 17:00 0 6 6 0 4 1 0 1 2 0 0 0 0 20 5:15 0 6 6 0 2 0 0 0 0 0 0 0 0 14 17:15 0 13 0 0 1 0 0 0 1 0 0 0 0 15 5:30 0 7 5 0 3 0 0 0 2 0 0 0 0 17 17:30 0 5 0 0 1 1 0 0 1 0 0 0 0 8 5:45 0 23 11 0 1 0 0 0 1 0 0 0 0 36 17:45 0 11 0 0 0 0 0 1 0 0 0 0 0 12 6:00 0 9 1 0 1 0 0 0 2 0 0 0 0 13 18:00 0 5 0 0 1 0 0 2 2 0 0 0 0 10 6:15 0 10 3 0 0 1 0 0 0 0 1 0 0 15 18:15 0 4 1 0 1 0 0 0 1 0 0 0 0 7 6:30 0 11 1 0 1 2 0 2 1 0 0 0 0 18 18:30 0 4 1 0 0 1 0 1 0 0 0 0 0 7 6:45 0 14 5 0 1 1 0 0 1 0 0 0 0 22 18:45 0 4 2 0 0 0 0 0 0 0 0 0 0 6 7:00 0 8 6 0 0 0 0 0 1 0 0 0 0 15 19:00 0 2 0 0 0 0 0 1 3 0 0 0 0 6 7:15 0 9 3 1 5 1 0 0 0 0 0 0 0 19 19:15 0 2 0 0 0 0 0 1 2 0 0 0 0 5 7:30 0 20 3 0 1 1 0 1 2 0 0 0 0 28 19:30 0 4 1 0 0 0 0 0 2 0 0 0 0 7 7:45 0 23 6 0 1 1 0 2 4 0 0 0 0 37 19:45 0 5 1 0 0 0 0 0 0 0 0 0 0 6 8:00 0 22 2 0 2 2 0 1 1 0 0 0 0 30 20:00 0 5 0 0 0 0 0 0 2 0 0 0 0 7 8:15 0 17 6 0 1 3 0 3 4 0 0 0 0 34 20:15 0 3 1 0 0 1 0 0 1 0 0 0 0 6 8:30 0 29 9 0 1 1 0 4 1 0 0 0 0 45 20:30 0 5 1 0 0 0 0 0 0 0 0 0 0 6 8:45 0 11 8 0 4 1 0 1 0 0 0 0 0 25 20:45 0 2 1 0 0 0 0 0 0 0 0 0 0 3 9:00 0 8 5 0 2 0 0 0 1 0 0 0 0 16 21:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 9:15 0 9 6 0 3 1 0 1 0 0 0 0 0 20 21:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:30 0 6 4 0 2 3 0 0 4 0 0 0 0 19 21:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:45 0 5 4 0 3 2 0 3 0 0 0 0 0 17 21:45 0 2 1 0 2 0 0 0 2 0 0 0 0 7 10:00 1 7 6 0 4 2 0 0 3 0 0 0 0 23 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 0 8 4 0 1 2 0 0 4 0 0 0 0 19 22:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:30 0 7 7 0 2 1 0 1 5 0 0 0 0 23 22:30 0 0 0 0 0 1 0 0 0 0 0 0 0 1 10:45 0 5 2 0 4 0 0 1 3 0 0 0 0 15 22:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 0 8 4 0 2 1 0 1 2 0 0 0 0 18 23:00 0 0 2 0 0 0 0 0 0 0 0 0 0 2 11:15 0 8 7 0 0 3 0 1 1 0 0 0 0 20 23:15 0 2 1 0 0 0 0 0 2 0 0 0 0 5 11:30 0 7 1 0 4 0 0 1 4 0 0 0 0 17 23:30 0 0 0 0 0 1 0 0 0 0 0 0 0 1 11:45 0 10 9 0 2 2 0 0 4 0 0 0 0 27 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 367 146 1 57 39 0 24 60 0 1 0 0 696 TOTAL 1 318 115 0 51 37 0 21 65 0 5 0 0 613 AM PEAK HOUR 7:45 AM PM PEAK HOUR 2:45 PM AM PEAK VOLUME 146 PM PEAK VOLUME 110 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 2 685 261 1 108 76 0 45 125 0 6 0 0 1,309 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.2%52.3%19.9%0.1%8.3%5.8%0.0%3.4%9.5%0.0%0.5%0.0%0.0%100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single Trailer CLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers CLASS 7 4 or More Axles, Single Unit 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Thursday, March 17, 2022 A42621 DATE:CITY#Fontana JOB #:SC3333 CLASS2_3 Dwy north of Santa Ana AM NORTHBOUND PM NORTHBOUND TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 2 0 0 0 1 0 1 0 0 1 0 0 5 12:00 0 4 3 0 1 2 0 2 2 0 0 0 0 14 0:15 0 3 0 0 0 0 0 0 1 0 0 0 0 4 12:15 0 8 1 0 2 2 0 6 0 0 0 0 0 19 0:30 0 0 1 0 0 1 0 0 0 0 1 0 0 3 12:30 0 1 1 0 2 0 0 0 1 0 0 0 0 5 0:45 0 2 0 0 0 1 0 0 0 0 0 0 0 3 12:45 0 4 5 0 3 4 0 4 1 0 0 0 0 21 1:00 0 1 0 0 0 1 0 0 0 0 2 0 0 4 13:00 0 4 1 0 0 4 0 1 2 0 1 0 0 13 1:15 0 1 0 0 0 0 0 1 1 0 1 0 0 4 13:15 0 3 4 0 1 0 0 1 1 0 0 0 0 10 1:30 0 2 1 0 0 1 0 1 0 0 0 0 0 5 13:30 0 3 3 0 1 0 0 2 4 0 0 0 0 13 1:45 0 2 0 0 0 0 0 0 1 0 1 0 0 4 13:45 0 3 1 0 4 2 0 2 0 0 1 0 0 13 2:00 0 3 0 0 0 1 0 0 0 0 0 0 0 4 14:00 0 3 6 0 3 1 0 1 3 0 0 0 0 17 2:15 0 1 1 0 0 2 0 0 0 0 0 0 0 4 14:15 0 4 0 0 3 1 0 3 2 0 0 0 0 13 2:30 0 1 0 0 1 0 0 1 1 0 0 0 0 4 14:30 0 16 5 0 1 0 0 0 3 0 0 0 0 25 2:45 0 4 1 0 0 1 0 0 1 0 1 0 0 8 14:45 0 3 3 0 1 3 0 0 0 0 0 0 0 10 3:00 0 4 1 0 0 2 0 0 1 0 2 0 0 10 15:00 0 6 2 0 1 2 0 2 0 0 0 0 0 13 3:15 0 1 2 0 0 0 0 0 2 0 0 0 0 5 15:15 0 7 3 0 2 0 0 2 3 0 0 0 0 17 3:30 0 2 0 0 0 0 0 0 1 0 0 0 0 3 15:30 1 11 2 0 2 1 0 1 0 0 0 0 0 18 3:45 0 1 0 0 0 1 0 1 1 0 0 0 0 4 15:45 0 21 5 0 1 3 0 3 3 0 0 0 0 36 4:00 0 0 0 0 0 1 0 0 1 0 0 0 0 2 16:00 0 7 3 0 1 1 0 0 0 0 0 0 0 12 4:15 0 1 0 0 0 1 0 0 1 0 0 0 0 3 16:15 0 9 1 0 3 1 0 4 2 0 0 0 0 20 4:30 0 0 1 0 1 0 0 0 0 0 0 0 0 2 16:30 0 9 5 0 1 0 0 8 4 0 0 0 0 27 4:45 0 4 0 0 0 2 0 1 1 0 1 0 0 9 16:45 0 6 1 0 2 0 0 4 3 0 0 0 0 16 5:00 0 3 2 0 0 3 0 2 0 0 0 0 0 10 17:00 0 3 0 0 0 0 0 6 1 0 1 0 0 11 5:15 0 5 3 0 0 1 0 1 1 0 0 0 0 11 17:15 0 8 0 0 0 3 0 9 1 0 0 0 0 21 5:30 0 5 0 0 1 0 0 0 2 0 0 0 0 8 17:30 0 8 2 0 0 0 0 3 0 0 0 0 0 13 5:45 0 4 3 0 1 0 0 1 0 0 1 0 0 10 17:45 0 2 1 0 0 0 0 9 4 0 0 0 0 16 6:00 0 6 5 0 2 0 0 0 1 0 0 0 0 14 18:00 0 4 0 0 2 1 0 6 2 0 0 0 0 15 6:15 0 4 1 0 6 2 0 0 1 0 0 0 0 14 18:15 0 1 0 0 1 1 0 4 1 0 0 0 0 8 6:30 0 0 3 0 5 1 0 0 0 0 0 0 0 9 18:30 0 5 1 0 1 0 0 7 3 0 0 0 0 17 6:45 0 11 9 0 7 0 0 0 1 0 0 0 0 28 18:45 0 0 1 0 0 1 0 11 2 0 0 0 0 15 7:00 0 4 2 0 1 0 0 0 0 0 0 0 0 7 19:00 0 2 0 0 0 1 0 6 1 0 0 0 0 10 7:15 0 7 2 0 2 1 0 0 0 0 0 0 0 12 19:15 0 7 0 0 1 0 0 2 0 0 0 0 0 10 7:30 0 10 0 0 1 2 0 1 1 0 0 0 0 15 19:30 0 3 2 0 1 2 0 9 0 0 0 0 0 17 7:45 0 20 7 0 2 2 0 3 1 0 0 0 0 35 19:45 0 0 1 0 0 0 0 7 0 0 0 0 0 8 8:00 0 15 3 0 1 1 0 1 3 0 0 0 0 24 20:00 0 4 0 0 0 2 0 5 1 0 0 0 0 12 8:15 0 16 4 0 1 0 0 2 1 0 0 0 0 24 20:15 0 3 1 0 0 3 0 2 2 0 0 0 0 11 8:30 0 15 4 0 0 0 0 2 4 0 0 0 0 25 20:30 0 4 1 0 1 0 0 0 2 0 0 0 0 8 8:45 0 12 10 0 0 1 0 0 1 0 1 0 0 25 20:45 0 1 0 0 0 1 0 0 0 0 0 0 0 2 9:00 0 6 2 0 3 0 0 2 1 0 0 0 0 14 21:00 0 2 0 0 1 0 0 1 2 0 0 0 0 6 9:15 0 4 1 0 2 2 0 0 0 0 0 0 0 9 21:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 9:30 0 4 2 0 0 0 0 2 1 0 0 0 0 9 21:30 0 2 0 0 0 0 0 1 0 0 0 0 0 3 9:45 0 5 1 0 1 0 0 2 3 0 0 0 0 12 21:45 0 3 0 0 0 0 0 2 0 0 0 0 0 5 10:00 0 4 2 0 2 0 0 0 0 0 0 0 0 8 22:00 0 2 1 0 0 1 0 0 1 0 0 0 0 5 10:15 0 8 2 0 1 0 0 1 0 0 0 0 0 12 22:15 0 2 1 0 0 2 0 2 0 0 0 0 0 7 10:30 0 0 2 0 5 2 0 2 2 0 0 0 0 13 22:30 0 4 0 0 0 1 0 1 1 0 0 0 0 7 10:45 1 1 1 0 1 0 0 4 2 0 0 0 0 10 22:45 0 0 0 0 1 2 0 0 0 0 0 0 0 3 11:00 0 2 5 0 0 2 0 1 1 0 1 0 0 12 23:00 0 1 0 0 0 0 0 0 1 0 0 0 0 2 11:15 0 3 1 0 2 0 0 3 0 0 0 0 0 9 23:15 0 4 0 0 0 1 0 2 1 0 0 0 0 8 11:30 0 5 2 0 2 2 0 1 1 0 2 0 0 15 23:30 0 1 1 0 0 3 0 1 2 0 0 0 0 8 11:45 1 7 4 0 3 1 0 1 1 0 2 0 0 20 23:45 0 4 1 0 0 0 0 0 1 0 0 0 0 6 TOTAL 2 221 91 0 54 39 0 38 42 0 17 0 0 504 TOTAL 1 214 69 0 44 52 0 142 63 0 3 0 0 588 AM PEAK HOUR 7:45 AM PM PEAK HOUR 3:45 PM AM PEAK VOLUME 108 PM PEAK VOLUME 95 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 3 435 160 0 98 91 0 180 105 0 20 0 0 1,092 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.3%39.8%14.7%0.0%9.0%8.3%0.0%16.5%9.6%0.0%1.8%0.0%0.0%100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single Trailer CLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 5 865 320 0 186 162 0 336 230 0 31 0 0 2,135 CLASS 7 4 or More Axles, Single Unit % OF TOTAL 0.2%40.5%15.0%0.0%8.7%7.6%0.0%15.7%10.8%0.0%1.5%0.0%0.0%100.0% Thursday, March 17, 2022 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com DATE:CITY#Fontana JOB #:SC3333 CLASS2_3 Dwy north of Santa Ana AM SOUTHBOUND PM SOUTHBOUND TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 2 1 0 0 0 0 3 2 0 0 0 0 8 12:00 1 7 4 0 3 0 0 0 2 0 0 0 0 17 0:15 0 1 2 0 0 1 0 0 0 0 0 0 0 4 12:15 0 8 3 0 3 3 0 2 3 0 0 0 0 22 0:30 0 5 1 0 1 1 0 0 2 0 0 0 0 10 12:30 0 4 3 0 1 2 0 0 2 0 0 0 0 12 0:45 0 2 0 0 0 0 0 1 1 0 0 0 0 4 12:45 0 5 2 0 2 0 0 1 2 0 0 0 0 12 1:00 0 0 0 0 0 0 0 1 0 0 1 0 0 2 13:00 0 2 4 0 3 3 0 3 3 0 0 0 0 18 1:15 0 2 0 0 0 1 0 0 1 0 0 0 0 4 13:15 0 9 6 0 1 1 0 1 1 0 0 0 0 19 1:30 0 5 2 0 0 2 0 1 1 0 0 0 0 11 13:30 0 7 4 0 2 0 0 3 0 0 0 0 0 16 1:45 0 0 2 0 1 1 0 0 2 0 0 0 0 6 13:45 0 5 3 0 1 3 0 2 4 0 0 0 0 18 2:00 0 1 0 0 0 0 0 0 1 0 0 0 0 2 14:00 0 6 3 0 5 2 0 0 1 0 0 0 0 17 2:15 0 1 0 0 0 1 0 0 2 0 0 0 0 4 14:15 0 9 4 0 7 1 0 0 1 0 0 0 0 22 2:30 0 0 2 0 0 1 0 0 0 0 0 0 0 3 14:30 0 10 4 0 1 1 0 0 3 0 0 0 0 19 2:45 0 1 0 0 0 1 0 1 2 0 0 0 0 5 14:45 0 13 2 0 0 0 0 0 2 0 0 0 0 17 3:00 0 2 0 0 0 1 0 0 0 0 0 0 0 3 15:00 0 10 5 0 3 2 0 2 0 0 0 0 0 22 3:15 0 1 0 0 0 1 0 2 0 0 0 0 0 4 15:15 0 12 3 0 1 1 0 1 1 0 1 0 0 20 3:30 0 2 1 0 0 2 0 2 2 0 1 0 0 10 15:30 0 19 2 0 1 1 0 3 0 0 1 0 0 27 3:45 0 2 0 0 1 0 0 1 1 0 0 0 0 5 15:45 0 5 4 0 2 1 0 0 1 0 0 0 0 13 4:00 0 0 0 0 0 0 0 1 0 0 1 0 0 2 16:00 0 15 4 0 0 1 0 2 1 0 0 0 0 23 4:15 0 1 1 0 0 0 0 3 0 0 0 0 0 5 16:15 0 4 1 0 3 0 0 1 2 0 0 0 0 11 4:30 0 0 0 0 0 0 0 1 0 0 1 0 0 2 16:30 0 11 10 0 1 0 0 3 4 0 0 0 0 29 4:45 0 1 0 0 0 1 0 0 3 0 0 0 0 5 16:45 0 9 5 0 1 1 0 0 1 0 0 0 0 17 5:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3 17:00 0 2 1 0 1 0 0 1 3 0 0 0 0 8 5:15 0 0 2 0 0 0 0 1 2 0 0 0 0 5 17:15 0 2 2 0 1 0 0 5 2 0 0 0 0 12 5:30 0 0 0 0 2 1 0 3 0 0 0 0 0 6 17:30 0 1 2 0 1 1 0 0 0 0 0 0 0 5 5:45 0 1 0 0 1 0 0 0 1 0 0 0 0 3 17:45 0 7 1 0 1 1 0 3 3 0 0 0 0 16 6:00 0 6 1 0 0 1 0 1 1 0 0 0 0 10 18:00 0 3 0 0 1 0 0 3 1 0 0 0 0 8 6:15 0 2 0 0 0 2 0 2 0 0 0 0 0 6 18:15 0 4 0 0 2 0 0 3 0 0 0 0 0 9 6:30 0 2 0 0 0 0 0 3 1 0 0 0 0 6 18:30 0 0 1 0 2 0 0 1 2 0 0 0 0 6 6:45 0 1 0 0 0 2 0 4 1 0 0 0 0 8 18:45 0 6 1 0 0 2 0 2 2 0 0 0 0 13 7:00 0 0 1 0 1 0 0 2 0 0 0 0 0 4 19:00 0 4 0 0 1 0 0 5 2 0 0 0 0 12 7:15 0 3 0 0 2 0 0 2 1 0 1 0 0 9 19:15 0 2 0 0 0 1 0 2 1 0 0 0 0 6 7:30 0 8 1 0 1 0 0 2 2 0 0 0 0 14 19:30 0 7 2 0 1 0 0 0 1 0 1 0 0 12 7:45 0 9 1 0 1 1 0 5 1 0 0 0 0 18 19:45 0 3 0 0 0 1 0 0 1 0 0 0 0 5 8:00 0 10 5 0 0 1 0 4 2 0 0 0 0 22 20:00 0 5 2 0 0 0 0 2 2 0 0 0 0 11 8:15 0 29 3 0 2 0 0 3 1 0 0 0 0 38 20:15 0 4 0 0 0 1 0 1 0 0 0 0 0 6 8:30 0 15 5 0 1 3 0 4 0 0 0 0 0 28 20:30 0 7 3 0 0 2 0 0 0 0 0 0 0 12 8:45 0 9 3 0 0 1 0 3 2 0 0 0 0 18 20:45 0 1 1 0 1 2 0 0 2 0 0 0 0 7 9:00 0 8 2 0 3 1 0 1 0 0 0 0 0 15 21:00 0 5 1 0 0 0 0 1 2 0 0 0 0 9 9:15 0 6 2 0 1 1 0 2 1 0 0 0 0 13 21:15 1 3 0 0 1 0 0 0 0 0 0 0 0 5 9:30 0 4 1 0 1 0 0 7 3 0 0 0 0 16 21:30 0 2 0 0 0 1 0 0 1 0 1 0 0 5 9:45 0 3 1 0 2 0 0 9 2 0 0 0 0 17 21:45 0 2 0 0 1 0 0 1 2 0 0 0 0 6 10:00 0 5 4 0 2 2 0 3 1 0 0 0 0 17 22:00 0 1 1 0 0 1 0 2 3 0 0 0 0 8 10:15 0 5 1 0 0 0 0 3 1 0 0 0 0 10 22:15 0 1 1 0 0 1 0 0 2 0 0 0 0 5 10:30 0 2 3 0 2 0 0 4 3 0 0 0 0 14 22:30 0 0 0 0 0 1 0 0 1 0 0 0 0 2 10:45 0 4 6 0 2 0 0 4 0 0 0 0 0 16 22:45 0 1 1 0 0 0 0 0 1 0 0 0 0 3 11:00 0 7 3 0 2 1 0 4 2 0 0 0 0 19 23:00 0 0 1 0 0 0 0 0 0 0 1 0 0 2 11:15 0 3 0 0 1 2 0 0 2 0 0 0 0 8 23:15 0 2 0 0 0 0 0 1 2 0 0 0 0 5 11:30 0 3 2 0 2 0 0 2 0 0 0 0 0 9 23:30 0 3 1 0 0 0 0 1 1 0 0 0 0 6 11:45 0 4 3 0 1 0 0 1 3 0 0 0 0 12 23:45 0 1 0 0 0 0 0 2 1 0 1 0 0 5 TOTAL 0 181 62 0 33 33 0 96 53 0 5 0 0 463 TOTAL 2 249 98 0 55 38 0 60 72 0 6 0 0 580 AM PEAK HOUR 8:00 AM PM PEAK HOUR 2:45 PM AM PEAK VOLUME 106 PM PEAK VOLUME 86 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 2 430 160 0 88 71 0 156 125 0 11 0 0 1,043 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.2%41.2%15.3%0.0%8.4%6.8%0.0%15.0%12.0%0.0%1.1%0.0%0.0%100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single Trailer CLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers CLASS 7 4 or More Axles, Single Unit 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Thursday, March 17, 2022 • Raw Driveway Counts City: Location: Date: Count Type: Total Total 0:00 0 0:00 0 0:15 0 0:15 0 0:30 0 0:30 0 0:45 0 0:45 0 1:00 0 1:00 0 1:15 0 1:15 0 1:30 0 1:30 0 1:45 0 1:45 0 2:00 0 2:00 0 2:15 0 2:15 0 2:30 0 2:30 0 2:45 0 2:45 0 3:00 0 3:00 0 3:15 0 3:15 0 3:30 0 3:30 0 3:45 0 3:45 0 4:00 0 4:00 0 4:15 0 4:15 0 4:30 0 4:30 0 4:45 0 4:45 0 5:00 0 5:00 0 5:15 0 5:15 0 5:30 0 5:30 0 5:45 0 5:45 0 6:00 0 6:00 0 6:15 0 6:15 0 6:30 0 6:30 0 6:45 0 6:45 0 7:00 0 7:00 0 7:15 0 7:15 0 7:30 1 7:30 0 7:45 0 7:45 0 8:00 0 8:00 0 8:15 0 8:15 0 8:30 0 8:30 2 8:45 1 8:45 0 9:00 0 9:00 1 9:15 2 9:15 0 9:30 0 9:30 2 9:45 0 9:45 0 10:00 0 10:00 0 10:15 0 10:15 0 10:30 0 10:30 0 10:45 0 10:45 0 11:00 0 11:00 0 11:15 0 11:15 0 11:30 0 11:30 0 11:45 0 11:45 0 12:00 0 12:00 0 12:15 0 12:15 0 12:30 2 12:30 0 12:45 4 12:45 0 13:00 0 13:00 2 13:15 0 13:15 2 13:30 0 13:30 1 13:45 0 13:45 0 14:00 0 14:00 0 14:15 0 14:15 0 14:30 0 14:30 0 14:45 0 14:45 0 15:00 1 15:00 0 15:15 0 15:15 0 15:30 0 15:30 0 15:45 0 15:45 0 16:00 0 16:00 0 16:15 0 16:15 0 16:30 0 16:30 0 16:45 0 16:45 0 17:00 0 17:00 0 17:15 0 17:15 0 17:30 2 17:30 0 17:45 0 17:45 2 18:00 0 18:00 0 18:15 0 18:15 1 18:30 2 18:30 0 18:45 0 18:45 0 19:00 2 19:00 0 19:15 0 19:15 0 19:30 2 19:30 6 19:45 0 19:45 3 20:00 0 20:00 0 20:15 0 20:15 0 20:30 0 20:30 0 20:45 0 20:45 0 21:00 0 21:00 0 21:15 0 21:15 0 21:30 0 21:30 0 21:45 0 21:45 0 22:00 0 22:00 0 22:15 0 22:15 0 22:30 0 22:30 0 22:45 0 22:45 0 23:00 0 23:00 0 23:15 0 23:15 0 23:30 0 23:30 0 23:45 0 23:45 0 Total Vol.19 Total Vol.22 cs@aimtd.com Tell. 714 253 7888 13 0 3 6 Combined41 0 0 0 0 0 0 0 0 11 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 0 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1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass Veh Large 2 Axle 3 Axle 4+Axle 0 0 0 0 Fontana Dwy1 south of Santa Ana. 4/12/2022 Entering 0 Prepared by AimTD LLC tel. 714 253 7888Driveway Count 0 0 0 City: Location: Date: Count Type: Total Total 0:00 0 0:00 0 0:15 0 0:15 0 0:30 0 0:30 0 0:45 0 0:45 0 1:00 0 1:00 0 1:15 0 1:15 0 1:30 0 1:30 0 1:45 0 1:45 0 2:00 0 2:00 0 2:15 0 2:15 0 2:30 0 2:30 0 2:45 0 2:45 0 3:00 0 3:00 0 3:15 0 3:15 0 3:30 0 3:30 0 3:45 0 3:45 0 4:00 0 4:00 0 4:15 0 4:15 0 4:30 0 4:30 0 4:45 0 4:45 0 5:00 0 5:00 0 5:15 0 5:15 0 5:30 0 5:30 0 5:45 0 5:45 0 6:00 0 6:00 0 6:15 0 6:15 0 6:30 0 6:30 0 6:45 0 6:45 0 7:00 0 7:00 0 7:15 0 7:15 0 7:30 0 7:30 0 7:45 0 7:45 0 8:00 0 8:00 0 8:15 0 8:15 0 8:30 0 8:30 0 8:45 0 8:45 0 9:00 0 9:00 0 9:15 0 9:15 0 9:30 0 9:30 0 9:45 0 9:45 0 10:00 0 10:00 0 10:15 0 10:15 0 10:30 0 10:30 0 10:45 0 10:45 0 11:00 0 11:00 0 11:15 0 11:15 0 11:30 0 11:30 0 11:45 0 11:45 0 12:00 0 12:00 0 12:15 0 12:15 0 12:30 0 12:30 0 12:45 0 12:45 0 13:00 0 13:00 0 13:15 0 13:15 0 13:30 0 13:30 0 13:45 0 13:45 0 14:00 0 14:00 0 14:15 0 14:15 0 14:30 0 14:30 0 14:45 0 14:45 0 15:00 0 15:00 0 15:15 0 15:15 0 15:30 0 15:30 0 15:45 0 15:45 0 16:00 0 16:00 0 16:15 0 16:15 0 16:30 0 16:30 0 16:45 0 16:45 0 17:00 0 17:00 0 17:15 0 17:15 0 17:30 0 17:30 0 17:45 0 17:45 0 18:00 0 18:00 0 18:15 0 18:15 0 18:30 0 18:30 0 18:45 0 18:45 0 19:00 0 19:00 0 19:15 0 19:15 0 19:30 0 19:30 0 19:45 0 19:45 0 20:00 0 20:00 0 20:15 0 20:15 0 20:30 0 20:30 0 20:45 0 20:45 0 21:00 0 21:00 0 21:15 0 21:15 0 21:30 0 21:30 0 21:45 0 21:45 0 22:00 0 22:00 0 22:15 0 22:15 0 22:30 0 22:30 0 22:45 0 22:45 0 23:00 0 23:00 0 23:15 0 23:15 0 23:30 0 23:30 0 23:45 0 23:45 0 Total Vol.0 Total Vol.0 cs@aimtd.com Tell. 714 253 7888 0 0 0 0 Combined0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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7:00 0 7:15 0 7:15 0 7:30 0 7:30 0 7:45 0 7:45 0 8:00 0 8:00 0 8:15 0 8:15 0 8:30 0 8:30 0 8:45 0 8:45 0 9:00 0 9:00 0 9:15 0 9:15 0 9:30 0 9:30 0 9:45 0 9:45 0 10:00 0 10:00 0 10:15 0 10:15 0 10:30 0 10:30 0 10:45 0 10:45 0 11:00 0 11:00 0 11:15 0 11:15 0 11:30 0 11:30 0 11:45 0 11:45 0 12:00 0 12:00 0 12:15 0 12:15 0 12:30 0 12:30 0 12:45 0 12:45 0 13:00 0 13:00 0 13:15 0 13:15 0 13:30 0 13:30 0 13:45 0 13:45 0 14:00 0 14:00 0 14:15 0 14:15 0 14:30 0 14:30 0 14:45 0 14:45 0 15:00 0 15:00 0 15:15 0 15:15 0 15:30 0 15:30 0 15:45 0 15:45 0 16:00 0 16:00 0 16:15 0 16:15 0 16:30 0 16:30 0 16:45 3 16:45 0 17:00 0 17:00 1 17:15 0 17:15 0 17:30 0 17:30 0 17:45 0 17:45 0 18:00 0 18:00 0 18:15 0 18:15 0 18:30 0 18:30 0 18:45 0 18:45 0 19:00 0 19:00 0 19:15 0 19:15 0 19:30 0 19:30 0 19:45 0 19:45 0 20:00 0 20:00 0 20:15 0 20:15 0 20:30 0 20:30 0 20:45 0 20:45 0 21:00 0 21:00 0 21:15 0 21:15 0 21:30 0 21:30 0 21:45 0 21:45 0 22:00 0 22:00 0 22:15 0 22:15 0 22:30 0 22:30 0 22:45 0 22:45 0 23:00 0 23:00 0 23:15 0 23:15 0 23:30 0 23:30 0 23:45 0 23:45 0 Total Vol.7 Total Vol.1 Pass Veh Large 2 Axle 3 Axle 4+Axle 0 0 0 0 Fontana Dwy3 west of Almond. 4/12/2022 Entering 0 Prepared by AimTD LLC tel. 714 253 7888Driveway Count 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Exiting Pass Veh Large 2 Axle 3 Axle 4+Axle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cs@aimtd.com Tell. 714 253 7888 1 0 0 0 Combined8 0 0 0 0 0 0 0 0 6 1 0 0 City: Location: Date: Count Type: Total Total 0:00 0 0:00 0 0:15 0 0:15 0 0:30 0 0:30 0 0:45 0 0:45 0 1:00 0 1:00 0 1:15 0 1:15 0 1:30 0 1:30 0 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Entering 0 Prepared by AimTD LLC tel. 714 253 7888Driveway Count 0 0 0 • Driveway Count Summary AM PM DWY 1 In Out Total DWY 1 In Out Total 7:00 0 0 0 16:00 0 0 0 DWY1 Daily In Out Total In Out Total 7:15 0 0 0 16:15 0 0 0 Passenger Vehicles 24 1 0 1 1 1 2 7:30 1 0 1 16:30 0 0 0 2-Axle Trucks 0 0 0 0 0 0 0 7:45 0 0 0 16:45 0 0 0 3-Axle Trucks 7 0 0 0 1 0 1 8:00 0 0 0 17:00 0 0 0 4+-Axle Trucks 10 0 0 0 0 1 1 8:15 0 0 0 17:15 0 0 0 Total Trucks 17 0 0 0 1 1 2 8:30 0 0 0 17:30 2 0 2 Total 41 1 0 1 2 2 4 8:45 1 0 1 17:45 0 2 2 1 0 1 2 2 4 AM PM DWY 2 In Out Total DWY 1 In Out Total 7:00 0 0 0 16:00 0 0 0 DWY2 Daily In Out Total In Out Total 7:15 0 0 0 16:15 0 0 0 Passenger Vehicles 0 0 0 0 0 0 0 7:30 0 0 0 16:30 0 0 0 2-Axle Trucks 0 0 0 0 0 0 0 7:45 0 0 0 16:45 0 0 0 3-Axle Trucks 0 0 0 0 0 0 0 8:00 0 0 0 17:00 0 0 0 4+-Axle Trucks 0 0 0 0 0 0 0 8:15 0 0 0 17:15 0 0 0 Total Trucks 0 0 0 0 0 0 0 8:30 0 0 0 17:30 0 0 0 Total 0 0 0 0 0 0 0 8:45 0 0 0 17:45 0 0 0 0 0 0 0 0 0 AM PM DWY 3 In Out Total DWY 3 In Out Total 7:00 0 0 0 16:00 0 0 0 DWY3 Daily In Out Total In Out Total 7:15 0 0 0 16:15 0 0 0 Passenger Vehicles 7 0 0 0 2 1 3 7:30 0 0 0 16:30 0 0 0 2-Axle Trucks 1 0 0 0 1 0 1 7:45 0 0 0 16:45 3 0 3 3-Axle Trucks 0 0 0 0 0 0 0 8:00 0 0 0 17:00 0 1 1 4+-Axle Trucks 0 0 0 0 0 0 0 8:15 0 0 0 17:15 0 0 0 Total Trucks 1 0 0 0 1 0 1 8:30 0 0 0 17:30 0 0 0 Total 8 0 0 0 3 1 4 8:45 0 0 0 17:45 0 0 0 0 0 0 3 1 4 AM PM DWY 4 In Out Total DWY 4 In Out Total 7:00 0 0 0 16:00 0 0 0 DWY4 Daily In Out Total In Out Total 7:15 0 0 0 16:15 0 0 0 Passenger Vehicles 22 2 1 3 3 6 9 7:30 0 0 0 16:30 0 0 0 2-Axle Trucks 2 1 1 2 0 0 0 7:45 1 0 1 16:45 2 2 4 3-Axle Trucks 4 0 0 0 2 0 2 8:00 0 0 0 17:00 3 4 7 4+-Axle Trucks 0 0 0 0 0 0 0 8:15 2 0 2 17:15 0 0 0 Total Trucks 6 1 1 2 2 0 2 8:30 1 0 1 17:30 0 0 0 Total 28 3 2 5 5 6 11 8:45 0 2 2 17:45 0 0 0 3 2 5 5 6 11 AM PM DWY 5 In Out Total DWY 5 In Out Total 7:00 0 0 0 16:00 0 0 0 DWY5 Daily In Out Total In Out Total 7:15 0 0 0 16:15 0 0 0 Passenger Vehicles 6 1 0 1 0 0 0 7:30 1 0 1 16:30 0 0 0 2-Axle Trucks 2 0 0 0 0 0 0 7:45 0 0 0 16:45 0 0 0 3-Axle Trucks 0 0 0 0 0 0 0 8:00 0 0 0 17:00 0 0 0 4+-Axle Trucks 0 0 0 0 0 0 0 8:15 0 0 0 17:15 0 0 0 Total Trucks 2 0 0 0 0 0 0 8:30 0 0 0 17:30 0 0 0 Total 8 1 0 1 0 0 0 8:45 0 1 1 17:45 0 0 0 1 0 1 0 0 0 AM PM DWY 6 In Out Total DWY 6 In Out Total 7:00 0 0 0 16:00 0 0 0 DWY 6 Daily In Out Total In Out Total 7:15 0 0 0 16:15 0 1 1 Passenger Vehicles 10 0 0 0 0 1 1 7:30 0 0 0 16:30 0 0 0 2-Axle Trucks 0 0 0 0 0 0 0 7:45 0 0 0 16:45 0 0 0 3-Axle Trucks 2 0 0 0 0 1 1 8:00 0 0 0 17:00 0 0 0 4+-Axle Trucks 4 0 0 0 0 0 0 8:15 0 0 0 17:15 0 2 2 Total Trucks 6 0 0 0 0 1 1 8:30 0 0 0 17:30 0 0 0 Total 16 0 0 0 0 2 2 8:45 0 0 0 17:45 0 0 0 0 0 0 0 2 2 AM PM DWY 7 In Out Total DWY 7 In Out Total 7:00 0 0 0 16:00 0 0 0 DWY 7 Daily In Out Total In Out Total 7:15 0 0 0 16:15 0 0 0 Passenger Vehicles 6 0 2 2 1 1 2 7:30 0 2 2 16:30 0 0 0 2-Axle Trucks 0 0 0 0 0 0 0 7:45 0 0 0 16:45 0 0 0 3-Axle Trucks 1 0 0 0 0 0 0 8:00 0 0 0 17:00 2 0 2 4+-Axle Trucks 1 0 0 0 1 0 1 8:15 0 0 0 17:15 0 1 1 Total Trucks 2 0 0 0 1 0 1 8:30 0 0 0 17:30 0 0 0 Total 8 0 2 2 2 1 3 8:45 0 0 0 17:45 0 0 0 0 2 2 2 1 3 AM PM Total (DWY 1-7)Daily In Out Total In Out Total Passenger Vehicles 75 4 3 7 7 10 17 2-Axle Trucks 5 1 1 2 1 0 1 3-Axle Trucks 14 0 0 0 3 1 4 4+-Axle Trucks 15 0 0 0 1 1 2 Total Trucks 34 1 1 2 5 2 7 Total 109 5 4 9 12 12 24 AM PM AM PM AM PM AM PM AM PM AM PM AM PM Summary of Daily and Peak Hour Counts at the Existing Driveways on Project Site • Traffic Data used for Noise and Air Quality Analyses Passenger Trucks Passenger Trucks Total Total Almond Avenue, near project site 2,135 68 80%0%195 0 195 2,262 Santa Ana Avenue, near project site 2,895 41 20%100%49 109 158 3,012 Existing plus ProjectAverage Daily Traffic1 Summary of Average Daily Traffic Volumes ( Existing and Existing plus Project) Street Segment Project % Distribution4 Project Traffic Existing Site Traffic 1Average Daily Traffic counts were collected in March 2022. Raw traffic counts are attached. No adjustments were made to the traffic counts to account for pre-COVID conditons. 2The preliminary site plan shows project access driveways on Almond Avenue and Santa Ana Avenue. Project trip distribution assumes 100% of the truck traffic and 20% of the passenger cars would use the driveway on Santa Ana Avenue. It further assumes 80% of thepassenger cars would use driveways along Almond Avenue. Passenger Cars Trucks Total Almond Avenue, near the project site 80%0%195 0 195 Santa Ana Avenue near the project site 20%100%49 109 158 between Almond Avenue and Cherry Avenue 85%85%207 93 300 east of Cherry Avenue 5%5%12 5 18 west of Banana Avenue 15%15%36 16 53 Cherry Avenue north of I-10 10%10%24 11 35 between Slover Avenue and I-10 60%60%146 66 212 between Slover Avenue and Santa Ana Avenue 60%60%146 66 212 south of Santa Ana 20%20%49 22 71 I-10 eastbound using Cherry Avenue ramps 25%25%61 27 88 westbound using Cherry Avenue ramps 25%25%61 27 88 % CarsRoadway Segment % Trucks Averag Daily Trips (ADT) Proposed Project Trip Distribution and Assignment Project trip distribtuion is based on location of project driveways, logical travel and commute patterns and overall assumptions used in the traffic analysis of the SWIP EIR. Project trip assignment (ADT) on the roadway segments is based on proposed project trip generation without taking any credit for exisitng trips.