Appendix L-1: Traffic Impact Analysis MOU

Similar documents
APPENDIX C-2. Traffic Study Supplemental Analysis Memo

4.1 Traffic, Circulation, and Parking

IV. ENVIRONMENTAL IMPACT ANALYSIS J. TRANSPORTATION AND TRAFFIC

IV. ENVIRONMENTAL IMPACT ANALYSIS N. TRANSPORTATION AND TRAFFIC

III. CORRECTIONS AND ADDITIONS TO THE DRAFT EIR

Trip Generation & Parking Occupancy Data Collection: Grocery Stores Student Chapter of Institute of Transportation Engineers at UCLA Spring 2014

TRANSPORTATION STUDY FOR THE 8899 BEVERLY BOULEVARD PROJECT

IV. ENVIRONMENTAL IMPACT ANALYSIS B. TRAFFIC AND CIRCULATION

2.4 Build Alternatives

IV. ENVIRONMENTAL IMPACT ANALYSIS L. TRAFFIC, TRANSPORTATION, AND PARKING

King Soopers #116 Thornton, Colorado

Project Scoping Report Appendix B Project Web Site. APPENDIX B Project Web Site

Expo Light Rail Line. Expo Line Project Westside/Central Metro Service Council November 2014

Exposition Corridor Transit Project

TRANSPORTATION 1. INTRODUCTION

Traffic Impact Analysis 5742 BEACH BOULEVARD MIXED USE PROJECT

IV. ENVIRONMENTAL IMPACT ANALYSIS M. TRANSPORTATION AND TRAFFIC

2.0 Development Driveways. Movin Out June 2017

Traffic Impact Statement (TIS)

Escondido Marriott Hotel and Mixed-Use Condominium Project TRAFFIC IMPACT ANALYSIS REPORT

Appendix Q Traffic Study

EXECUTIVE SUMMARY. The following is an outline of the traffic analysis performed by Hales Engineering for the traffic conditions of this project.

Volume 1 Traffic Impact Analysis Turtle Creek Boulevard Dallas, Texas. Kimley-Horn and Associates, Inc. Dallas, Texas.

IRSCH REEN Hirsch/Green Transportation Consulting, Inc.

IV. ENVIRONMENTAL IMPACT ANALYSIS L. TRANSPORTATION/TRAFFIC

IV. ENVIRONMENTAL IMPACT ANALYSIS I. TRAFFIC / TRANSPORTATION

3.17 Energy Resources

IV. ENVIRONMENTAL IMPACT ANALYSIS K.2. PARKING

WESTSIDE SUBWAY EXTENSION PROJECT. Updated Off-street Parking Analysis Memorandum

Traffic Impact Analysis for 2171 Rosecrans Avenue

TRAFFIC SIGNAL DESIGN REPORT KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA

TIMBERVINE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY Prepared for:

Appendix B Traffic Impact Analysis, Asphalt Plant No. 1 Replacement and Modernization

2. Valley Circle Boulevard/Andora Avenue/Baden Avenue and Lassen Street

DRAFT TRANSPORTATION IMPACT STUDY CASTILIAN REDEVELOPMENT PROJECT

Appendix G Traffic and Parking Report

Table 1: Existing Trip Generation A.M. Peak Hour P.M. Peak Hour Land Use ITE Code Intensity Daily Total In Out Total In Out

Oakbrook Village Plaza City of Laguna Hills

Appendix B Traffic Impact Analysis, Asphalt Plant No. 1 Replacement and Modernization

APPENDIX TR-1 PARKING AND QUEUING ASSESSMENT

Traffic Impact Analysis. Alliance Cole Avenue Residential Site Dallas, Texas. Kimley-Horn and Associates, Inc. Dallas, Texas.

Proposed location of Camp Parkway Commerce Center. Vicinity map of Camp Parkway Commerce Center Southampton County, VA

Parks and Transportation System Development Charge Methodology

THE CORNERSTONE APARTMENTS TRAFFIC IMPACT STUDY R&M PROJECT NO

Craig Scheffler, P.E., PTOE HNTB North Carolina, P.C. HNTB Project File: Subject

Traffic Impact Study for Proposed Olive Boulevard Development

DELICETO, LLC PALM BEACH COUNTY, FL

YULA Boys High School Expansion

REGIONAL TRANSPORTATION SETTING

Transportation Land Development Environmental S e r v i c e s

4.4 Transportation and Circulation

Expo Light Rail Line. Expo Line Community Meeting Quarterly Phase 2 Construction Update Los Angeles February 2015

MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES. September 2, 2015

TRANSPORTATION REVIEW

IV. ENVIRONMENTAL IMPACT ANALYSIS H. TRANSPORTATION/TRAFFIC

Date: February 7, 2017 John Doyle, Z-Best Products Robert Del Rio. T.E. Z-Best Traffic Operations and Site Access Analysis

RE: A Traffic Impact Statement for a proposed development on Quinpool Road

30-Day Look Ahead Summary August 2011

3.8 TRANSPORTATION, CIRCULATION AND PARKING

MEMO VIA . Ms. Amy Roth DPS Director, City of Three Rivers. To:

EXECUTIVE SUMMARY. The valet operation, service area, and drop-off lanes provided will be adequate Page i

MANHATTAN VILLAGE ENHANCEMENT PROJECT

APPENDIX F-IV.K Updated Transportation Impact Analysis (June 2010)

IV. ENVIRONMENTAL IMPACT ANALYSIS C. TRAFFIC, CIRCULATION AND PARKING

Draft Date: February 9, 2018 DRAFT RESOLUTION

TRAFFIC IMPACT ANALYSIS FOR. McDONALD S RESTAURANT IN CARMICAEL Sacramento County, CA. Prepared For:

Appendix C. Traffic Impact Study

Appendix 5. Haymeadow Interim Traffic Analysis

ENVIRONMENTAL SETTING

IV. REVISIONS TO THE DRAFT IS/MND

TABLE OF CONTENTS SECTION PAGE. Executive Summary... xii

Shoppes at Pine Meadow BPUD DeBary, Florida. Traffic Impact Analysis

2. PROJECT ALTERNATIVES

TRAFFIC IMPACT ANALYSIS

L. KASSAN, P.E. Consulting Traffic Engineer

4131 Chain Bridge Road

I-405 Sepulveda Pass Improvements Project

MONTEREY BAY AQUARIUM RESEARCH INSTITUTE (MBARI) MASTER PLAN UPDATE MOSS LANDING, CALIFORNIA

Per Revised Concept Plan Residential Condo/Townhouse. Proposed Land Use per TIS

TRAFFIC VOLUME TRENDS

Costco Gasoline Fuel Station Transportation Characteristics

DEVELOPMENT PROPERTY 1627 MAXIME STREET CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for: Subhas Bhargava. July 9, Overview_1.

appendix 4: Parking Management Study, Phase II

Proposed Inn at Bellefield Traffic Impact Assessment

Proposed Hotel and Restaurant Development

3.14 Parks and Community Facilities

11012 FIRESTONE BLVD., NORWALK, CA 90650

Dulles Corridor Air Rights Study Investigation

BERKELEY DOWNTOWN AREA PLAN PROGRAM ENVIRONMENTAL IMPACT REPORT TRAFFIC IMPACT ANALYSIS

Table 8-1: Service Frequencies for All Short-List Alternatives by Day of Week and Time of Day Frequency Day of Week Time of Day Time Period

Appendix C. Traffic Study

MEMORANDUM. Project Description. Operational Trip Generation. Construction Trip Generation. Date: August 12, 2014 TG: To: From: Subject:

Transportation & Traffic Engineering

Subarea Study. Manning Avenue (CSAH 15) Corridor Management and Safety Improvement Project. Final Version 1. Washington County.

13.1. INTRODUCTION AND SUMMARY OF FINDINGS

Study Area, Related Projects and Travel Markets

Re: 233 Armstrong Street Residential Condominium Traffic Brief

WESTSIDE SUBWAY EXTENSION. Traffic Analysis Impact Report

Countdown to the Closure Extended 53-Hour Closure of I-405 Freeway Between U.S. 101 and I-10 Planned in Mid-July for Mulholland Bridge Demolition

April 7, Mr. Blake Shutler Compass Homes Development LLC Summit Homes Construction, LLC PO Box 6539 Dillon, CO 80435

Transcription:

Appendix L-1: Traffic Impact Analysis MOU

TRAFFIC STUDY - MEMORANDUM OF UNDERSTANDING (MOU) This MOU acknowledges that the traffic study for the following project will be prepared in accordance with the latest version of LADOT s Traffic Study Policies and Procedures: Project Name: Martin Expo Town Center Project Address: 12101 W. Olympic Boulevard, Los Angeles, CA 90064 Project Description: See Attachment A and Figure 1. Geographic Distribution: N _17 _ % S _25_ % E _ 37_ % W _21 % See Attached Figure 2. Attach graphic illustrating project trip distribution percentages at the studied intersections Trip Generation Rate(s): ITE 9th Edition / Other See Attached Table 1. Attach trip generation table with a description of the proposed land uses, ITE rates, estimated morning and afternoon peak hour volumes (ins/outs/totals), proposed trip credits, etc. in out total AM Trips 305 248 553 PM Trips 318 308 626 Project Buildout Year: 2018 Ambient or CMP Growth Rate: 1 % Per Yr. Related Projects: (to be researched by the consultant and approved by LADOT) See Attached Table 2 and Figure 3. Study Intersections (Subject to LADOT revision after initial impact analysis) 1. See Attached Table 3 and Figure 2. 6. 2. 7. 3. 8. 4. 9. 5. 10. Trip Credits: (Exact amount of credit subject to approval by LADOT) Transit Usage Transportation Demand Management Existing Active Land Use Previous Land Use Internal Trip Pass-By Trip Yes X X X X X No X Consultant Developer Name: Tom Gaul (Fehr & Peers) Philena Properties, L.P. Address: 201 Santa Monica Blvd, Santa Monica, CA 90401 12101 W. Olympic Blvd, Los Angeles, CA 90064 Phone No.: (310) 458-9916 (310) 826-3879 Approved by: Consultant's Representative Date LADOT Representative Date LA\2627627.1

Attachment A Project Description Existing Uses The Site contains the Martin Cadillac dealership, which consists of surface parking, a service building with rooftop parking, and a dealership/office building. The buildings total approximately 99,399 square feet (sf) and provide 611 parking spaces. The buildings are approximately 38 years old. The Site's assessor parcel number (APN), zoning, census tract, land use, and acreage is listed in Table I-1, Project Site Information. Table I-1 Project Site Information Address APN Zoning Census Tract Land Use Designation Size 12101 West Olympic 4259019008 M2-1 2676.00 Light Manufacturing 4.76 acres APN = assessor parcel numbers Source: http://zimas.lacity.org/ Table by CAJA Environmental Services, October 2012. The Site is approximately 207,162 sf or approximately 4.76 acres, and is zoned M2-1, where M2 refers to Light Industrial Zone and the 1 refers to Height District 1. For a Height District of 1 in an M zone, the floor-area-ratio (FAR) is limited to 1.5:1. The Site is in the West Los Angeles Community Plan and West Los Angeles Transportation Improvement and Mitigation Specific Plan and has a General Plan Land Use Designation of Light Manufacturing. The breakdown of existing uses is listed in Table I-2. Table I-2 Existing Uses Use Size (sf) Showroom/New Car Delivery 17,659 Parts Department 7,803 Service Department 61,980 Service Reception 6,194 General Office 4,628 Customer Convenience 1,135 Total Building 99,399 Table by CAJA Environmental Services, October 2012. Proposed Project The Project would include a Land Use Equivalency Program (LUEP) to allow development flexibility of the Project s land uses and floor areas so that the Project could, if necessary, respond to the changing needs of the Southern California economy. The LUEP would define a framework

within which a mix of land uses could be modified within the development envelope defined by the approved entitlements without resulting in any new significant impacts. Therefore, the Site Plan represents a concept plan, but the timing and nature of actual development would respond to market conditions and be subject to the allowances and limitations set forth by the LUEP. The Project is seeking flexible land use entitlements (based on equivalent environmental impacts) with a base plan of 516 dwelling units (540,200 gross sf), 67,000 sf of retail floor area, and 200,000 sf of creative office floor area. The total floor area would be 807,200 sf. The Project Site is 4.76 acres (207,162 square feet). The floor-area-ratio (FAR) would be 3.90:1. The 516 dwelling units would include 78 studio units, 206 1-bedroom units, 207 2-bedroom units, and 25 3-bedroom units. All existing uses would be removed.

Source: The Simmons Group Inc N Not to Scale Note: The Project will include a Land Use Equivalency Program (LUEP) to allow development flexibility of the Project's land uses and floor areas so that the Project could, if necessary, respond to the changing needs of the Southern California economy. The LUEP will define a framework within which the proposed mix of land uses could be modified within the development envelope defined by the approved entitlements without resulting in any new significant impacts. Therefore, the Site Plan depicted herein represents a "base plan," but the timing and nature of actual development would respond to market conditions and be subject to the allowances and limitations set forth by the LUEP. \\FpLA1\Data\Jobs\Active\2500s\2524 - Martin Cadillac\Graphics\GIS\MXD SITE PLAN FIGURE 1

2

TABLE 1 MARTIN EXPO TOWN CENTER TRIP GENERATION Land Use ITE Land Use Code Trip Generation Rates [a] Estimated Trip Generation Size Daily AM Peak Hour PM Peak Hour [b] Trip Rate Daily AM Peak Hour Trips PM Peak Hour Trips Rate Rate % In % Out Rate % In % Out Unit Trips In Out Total In Out Total PROPOSED PROJECT Office 710 200.0 ksf 11.03 1.56 88% 12% 1.55 17% 83% per ksf 2,206 275 37 312 53 257 310 Internal capture [c] 10% 5% 15% (221) (14) (2) (16) (8) (39) (47) Creative office flex hours [d] 0% 15% 15% 0 (39) (5) (44) (7) (32) (39) Transit credit [e] 15% 15% 15% (298) (33) (5) (38) (6) (28) (34) Net External Office 1,687 189 25 214 32 158 190 Residential [f] 220 516 du 6.65 0.51 20% 80% 0.55 65% 35% per du 3,431 53 210 263 185 99 284 Internal capture [c] 10% 5% 15% (343) (3) (10) (13) (28) (15) (43) Transit credit [e] 15% 15% 15% (463) (8) (30) (38) (23) (13) (36) Net External Residential 2,625 42 170 212 134 71 205 Retail General Retail 820 4.0 ksf [Eq] [Eq] 62% 38% 10.16 48% 52% per ksf 838 14 8 22 20 21 41 Internal capture [c] 15% 15% 15% (126) (2) (1) (3) (3) (3) (6) Transit credit [e] 15% 15% 15% (107) (2) (1) (3) (2) (3) (5) Pass-by from net trips [g] 50% 50% 50% (303) (5) (3) (8) (7) (8) (15) Net External General Retail 302 5 3 8 8 7 15 Grocery Store 850 45.0 ksf 102.24 3.40 62% 38% 10.34 51% 49% per ksf 4,601 95 58 153 237 228 465 Internal capture [c] 15% 15% 15% (690) (14) (9) (23) (36) (34) (70) Transit credit [e] 15% 15% 15% (587) (12) (8) (20) (30) (29) (59) Pass-by from net trips [g] 40% 40% 40% (1,330) (27) (17) (44) (68) (66) (134) Net External Grocery Store 1,994 42 24 66 103 99 202 Quality Restaurant 931 4.0 ksf 89.95 0.81 82% 18% 7.39 67% 33% per ksf 360 2 1 3 20 10 30 Internal capture [c] 15% 15% 15% (54) 0 0 0 (3) (2) (5) Transit credit [e] 15% 15% 15% (46) 0 0 0 (3) (1) (4) Pass-by from net trips [g] 10% 10% 10% (26) 0 0 0 (1) (1) (2) Net External Quality Restaurant 234 2 1 3 13 6 19 High-Turnover Sit-Down Restaurant 932 4.0 ksf 127.15 11.52 62% 38% 12.92 51% 49% per ksf 509 29 17 46 27 25 52 Internal capture [c] 15% 15% 15% (76) (4) (3) (7) (4) (4) (8) Transit credit [e] 15% 15% 15% (65) (4) (2) (6) (4) (3) (7) Pass-by from net trips [g] 20% 20% 20% (74) (4) (3) (7) (4) (3) (7) Net External High-Turnover Rest. 294 17 9 26 15 15 30 Fast Food Restaurant 933 10.0 ksf 716.00 43.87 60% 40% 40.09 51% 49% per ksf 7,160 263 176 439 205 196 401 Internal capture [c] 15% 15% 15% (1,074) (40) (26) (66) (31) (29) (60) Transit credit [e] 15% 15% 15% (913) (34) (22) (56) (26) (25) (51) Pass-by from net trips [g] 50% 50% 50% (2,587) (95) (64) (159) (74) (71) (145) Net External Fast Food 2,586 94 64 158 74 71 145 Subtotal Retail 67.0 ksf 5,410 160 101 261 213 198 411 Project Total 9,722 391 296 687 379 427 806 EXISTING USE CREDIT Automobile Dealer 99.399 ksf Vehicles Entering/Exiting Site [h] (1,213) (44) (48) (92) (61) (76) (137) Showroom Employees Parking Off-Site [i] (15) (2) 0 (2) 0 (4) (4) Service Employees Parking Off-Site [j] (87) (40) 0 (40) 0 (39) (39) Total Existing Use Credit (1,315) (86) (48) (134) (61) (119) (180) NET INCREMENTAL TRIPS 8,407 305 248 553 318 308 626 Notes: [a] Source: Institute of Transportation Engineers (ITE), Trip Generation, 9th Edition, 2012, unless otherwise noted. [b] PM peak hour trip rates derived from West Los Angeles Transportation Improvement & Mitigation Specific Plan (West LA TIMP, 1997) [c] Internal capture represents the percentage of trips between land uses that occur within the site. This percentage is informed by the Multi-Use Trip Generation Calculation methodology described in Chapter 7 of the ITE Trip Generation Handbook, 2nd Edition, 2004. Internalization percentages are derived from NCHRP Project 8-51 as described in "Improved Estimation for Internal Trip Capture for Mixeduse Developments," ITE Journal, August 2010. [d] The reduction in trip generation attributable to flex hours accounts for the off-peak arrival and departure patterns of creative office employees; the percentage was supplied by LADOT. [e] The transit credit is based on LADOT's Traffic Study Policies and Procedures, May 2012. The guidelines state that a 15% transit credit may be taken for projects within 1/4 mile of a transit station. [f] For flexibility, the trip generation analysis uses the most conservative (higher) rates for apartments versus condominiums. [g] The pass-by credit is based on Attachment I of LADOT's Traffic Study Policies and Procedures, June 2013. [h] Counts conducted at existing Martin Cadillac driveways on Wednesday, May 9th, 2012. [i] Credit derived from analyzing data in the MAG Showroom Employee Transportation Poll, November 11th, 2012. This credit only covers off-site parking because on-site parking is covered by the credit [j] Credit derived from analyzing data in the MAG Service Employee Transportation Poll, November 11th, 2012. This credit only covers off-site parking because on-site parking is covered by the credit derived from driveway counts. There are 116 service employees, of which 90 (78%) commute by automobile. On a typical day, 87 (97%) of these employees park off-site, of which 40 travel during the AM peak hour and 39 travel during the PM peak hour.

TABLE 2 RELATED PROJECTS No. Project Location Land Use Size 1 11040 W Pico Blvd Retail 19.819 ksf 422 15 104 2 11677 West Wilshire Blvd Mixed Use 49 ksf 516 110 79 3 4 Mixed Use 15 ksf 468 64 33 10955 West Wilshire Blvd Hotel 134 rooms 1,195 90 102 Condominiums 10 units 42 6 6 Other (to be removed) -7.265 ksf -312-70 0 Gas Station (to be removed) -8 fuel positions -1,348-97 -121 Retail 6.510 289 7 33 Other 9975 897 8 74 12029 West Wilshire Blvd Apartments 108 units 607 47 45 Retail 13 ksf 418 13 48 Mixed Use (to be removed) -22.458 ksf -236-30 -57 5 1466 Westgate Ave YMCA Recreation Center 65 ksf 1,204 85 73 6 11660 Santa Monica Blvd Other (Supermarket - Vons) 53.230 ksf 1,946 83 73 7 8 9 10 10700 Santa Monica Blvd [1] Mixed Use (Retail) 9.2 ksf Mixed Use (Office) 2919-23 Wilshire Blvd Apartments 83.000 units 402 13 16 35 ksf Retail 9.100 ksf 370 2 8 2300 Wilshire Blvd Condominium 30.000 units 182 12 13 Retail 22.300 ksf 907 43 66 Restaurant 2.700 ksf 220 10 16 3008 Santa Monica Blvd Apartments 30.000 units 145 9 11 Retail 4.200 ksf 20 1 1 11 2930 Colorado Avenue (Village Trailer Park) [6] Apartments 1,793 111 140 12 2848 Colorado Avenue (Roberts Center) [7] 1,604 82 112 13 14 2834 Colorado Avenue (Lionsgate) [5] Post Production 170 ksf 1,813 194 228 Retail 9 ksf 279 7 17 3020 Nebraska Ave (Paseo Nebraska) Residential 545.000 units 2,823 180 196 Retail 80.000 ksf 2,359 109 163 15 1660 Stewart St (SMC AET Campus) School 20.000 ksf 550 60 51 16 1681 26th St (Bergamot Transit Village) [4] Creative Office 375.85 ksf 3,211 237 267 Residential 498 units 1,782 108 123 Restaurant 15.5 ksf 1,221 54 82 Retail 13.891 ksf 407 18 27 17 3131 Olympic Blvd (New Roads) [8] School 115.3 ksf 1,939 448 197 18 12333 West Olympic Blvd [3] Hudson Pacific Adaptive Reuse Office 250.283 ksf 856 129 88 19 1905 Armacost Ave [2] School Expansion 175 students 284 95 28 20 1943-59 High Place Condominium 45 units 274 107 47 21 2425 Kansas Ave Edison School 65.000 ksf 838 199 63 22 23 3402 Pico Blvd Apartments 260.000 units 1,581 153 186 Retail 3.000 ksf 122 4 14 12301 West Pico Blvd Condominimums 95.000 units 552 42 52 Other (to be removed) -0.001 ksf -185-14 -23 24 2142 South Pontius Ave Office 17.620 ksf 350 47 50 25 26 27 28 11122 West Pico Blvd [9] Apartments 595.000 units (Casden Expo Sepulveda Station Mixed-Use Development) Retail 15.000 ksf 3115 South Sepulveda Blvd Mixed Use (Specialty Retail) 28 ksf Mixed Use (Condominiums) 10850 West National Blvd Supermarket 2.528 ksf 258 9 26 138 units Supermarket 3.321 ksf 498 20 58 11567 West Santa Monica Blvd Condominiums 72.000 units Retail Other 4.500 ksf 12.425 ksf Daily Trip Generation AM Total -1,402-116 Total 3,181 209 266 772 111 657 56 PM -57 73-6

TABLE 2 RELATED PROJECTS No. Project Location Land Use Size Daily Trip Generation AM 29 11800 West Olympic Blvd School 500.000 students 1,041 439 262 30 11421 West Olympic Blvd Apartments 89.000 units 682 46 55 Specialty Retail 6.030 ksf 31 1940 Cloverfield Blvd Condominiums 16.000 units 97 6 7 Retail 17.000 ksf 692 33 50 32 1802 Santa Monica Blvd Apartments 26.000 units 126 16 20 Auto Dealership 15.100 ksf 488 29 40 33 1621 Franklin St Condominiums 4.000 units 24 2 2 Warehouse 10.800 ksf 27 2 3 Retail 15.250 ksf 620 29 45 34 2121 Cloverfield Blvd Apartments 156.000 units 755 48 55 Retail 23.000 ksf 936 44 68 35 3032 Wilshire Blvd Apartments 100.000 units 484 31 36 Retail 12.000 ksf 488 23 35 36 1402 Santa Monica Blvd Auto Dealership 33.750 ksf 1,090 65 88 37 1431 Colorado Ave Apartments 50.000 units 242 16 18 Retail 12.000 ksf 488 23 35 38 2041-2115 Colorado Ave Residential 174.000 units 842 54 62 Retail 18.650 ksf 759 36 55 39 1900 S Sawtelle Blvd Mixed Use 52.000 units 327 41 38 Network Related Projects A I-405 Sepulveda Pass Improvements Project B Wilshire Bus Rapid Transit Project C Exposition Transit Corridor, Phase 2 Total PM Total Notes: = dwelling units thousand square feet 1. The project has currently been completed but remains mostly vacant. Thus, it is accounted for as a related project. 2. The LADOT related projects list states that New West Charter School is expecting to expand by 875 students. The revised figure in the table is informed by a conversation with the school's director, Dr. Sharon Weir. As the school's conditional use permit obtained in February was only for 750 students, of which 575 are already enrolled, only the difference in enrollment, 175 students, is inculded as a related project. 3. Although the LADOT Case Logging and Tracking System lists two projects for 12333 West Olympic Boulevard, the Hudson Pacific Adaptive Reuse Office is the most current proposal for the site. 4. Trip generation for 1681 26th St comes from the Bergamot Transit Village DEIR, 2012. 5. Trip generation for 1834 Colorado Avenue comes from 2834 Colorado Avenue Creative Studio Project EIR 6. Trip generation for 2930 Colorado Avenue comes from Village Trailer Park Revised Final EIR, 2012, Appendix P Table 3 7. Trip generation for 2848 Colorado Avenue comes from Roberts Center DEIR, 2012, 4.14-112 8. Trip generation for 3131 Olympic Boulevard comes from New Roads School EIR, 2003 9. Trip generation based on Hirsch/Green Trip Generation Memo (June 2013) for updated land use mix * LADOT traffic study guidelines require traffic studies to be prepared if a project adds 25 or more trips in the AM or PM peak hour or 500 or more daily trips to the system. Projects contributing fewer trips do not a require a traffic study because it is assumed that their trips are accounted for in annual cumulative traffic growth. Using this guideline, projects generating fewer than 25 trips in the AM or PM peak hour or projects generating fewer than 500 daily trips are not included as related projects because they will be accounted for in the annual growth factor. Projects omitted as a result of these criteria include: 2200 Virginia Avenue (Pico Branch Library), 2345-49 Virginia Avenue, 1112-1122 Pico Boulevard 2802 Pico Boulevard, 1211 12th Street, 1652 12th Street, 1551 14th St, 1511 15th Street, 1803 16th Street, 1753 18th Street, 1507 20th St, 2002 21st Street, 1707 Cloverfield Blvd, 1802 Santa Monica Blvd, 1131 Arizona Avenue, Virginia Park Expansion (Pico & Cloverfield), 1502 Broadway, 2602 Broadway, and 1800 Stewart Street (Agensys). Although it does not add more than 25 trips in the AM or PM peak hours or 500 total trips daily, 10700 West Santa Monica has been included since its daily trip removals are greater than 500. ** 11350 Palms Boulevard has been omitted because student enrollment is just short of capacity. Maximum enrollment is expected to be accounted for in the projected increase. http://www.windwardschool.org/podium/default.aspx?t=164268

th St San Vicente Blvd Montana Ave 26th St! 9 20th St! 32! 36! 37 Yale St Olympic Blvd Pico Blvd 10th St! 38 Sunset Blvd Franklin St! 8! 35 Cloverfield Blvd 18th St Bay St 11th St Crescenda St Dorothy St Wilshire Blvd Broadway Pearl St! 10 11! 12! 13! 16 Oak St S Barrington Ave! 4 Wellesley Ave! 33! 20! 31! 21! 34 21st St Hill St Farlin St B! 15 14 25th St! 2 Texas Ave S Sepulveda Blvd Bonsall Ave! 5 S Bundy Dr Federal Ave! 18! 17! 28! 6! 19 34th St 31st St Ocean Park Blvd! 23! 22 Ohio Ave Barry Ave Stoner Ave Iowa Ave! 29 Gayley Ave Butler Ave W Pico Blvd! 3 Westwood Blvd Veteran Ave S Bentley Ave 10 Armacost Ave! 30 28th StMoore St Ashland Ave Midvale Ave Dowlen Dr C A Warren Ave Airport Ave Stewart Ave Ashton Ave 405 Hilgard Ave! 24! 1! 25 Santa Monica Fwy S Barrington Ave Westholme Ave Colby Ave Manning Ave! 7 W Olympic Blvd Santa Monica Blvd Exposition Blvd Sawtelle Blvd Colbert St S Beverly Glen Blvd Warner Ave! 26 Prosser Ave Military Ave S Sepulveda Blvd! 27! Related Project Related Project Martin Cadillac Site 3rd St N Not to Scale Marine St Lake St \\fpla1\data\jobs\active\2500s\2524 - Martin Cadillac\Graphics\GIS\MXD\MartinCad_RelatedProjs Grand View Blvd RELATED PROJECTS FIGURE 3

TABLE 3 MARTIN EXPO TOWN CENTER - STUDY LOCATIONS Intersections 1. Olympic Boulevard & 20 th Street 2. I-10 Westbound On-Ramp & 20 th Street 3. I-10 Eastbound Off-Ramp & 20 th Street 4. Olympic Boulevard & Cloverfield Boulevard 5. Olympic Boulevard & 26 th Street 6. Olympic Boulevard & Stewart Street 7. Santa Monica Boulevard & Centinela Avenue 8. Colorado Avenue/Idaho Avenue & Centinela Avenue 9. Nebraska Avenue & Centinela Avenue 10. Olympic Boulevard & Centinela Avenue (west) 11. Pico Boulevard & I-10 Eastbound Off-Ramp/34 th Street 12. Olympic Boulevard & Centinela Avenue (east) 13. Centinela Avenue & I-10 Westbound On/Off Ramps 14. Pico Boulevard & Centinela Avenue 15. Centinela Avenue & I-10 Eastbound On-Ramp 16. Wilshire Boulevard & Bundy Drive 17. Texas Avenue & Bundy Drive 18. Santa Monica Boulevard & Bundy Drive 19. Ohio Avenue & Bundy Drive 20. Idaho Avenue & Bundy Drive 21. Nebraska Avenue & Bundy Drive (north) 22. Nebraska Avenue & Bundy Drive (south) 23. Missouri Avenue & Bundy Drive 24. La Grange Avenue & Bundy Drive 25. Olympic Boulevard & Bundy Drive 26. Pico Boulevard & Bundy Drive 27. Bundy Drive & I-10 Westbound Off-Ramp 28. Bundy Drive & I-10 Eastbound On-Ramp 29. Pearl Street & Bundy Drive 30. Ocean Park Boulevard & Bundy Drive 31. National Boulevard & Bundy Drive 32. Wilshire Boulevard & Barrington Avenue 33. Santa Monica Boulevard & Barrington Avenue 34. Nebraska Avenue & Barrington Avenue 35. La Grange Avenue & Barrington Avenue 36. Mississippi Avenue & Barrington Avenue 37. Olympic Boulevard & Barrington Avenue 38. Pico Boulevard & Barrington Avenue 39. Gateway/Ocean Park Boulevard & Barrington Avenue 40. Olympic Boulevard & Colby Avenue 41. Olympic Boulevard & Purdue Avenue 42. Olympic Boulevard & Sawtelle Boulevard 43. Tennessee Avenue/I-405 Southbound Off Ramp & Sawtelle Boulevard

44. Pico Boulevard & Sawtelle Boulevard 45. Santa Monica Boulevard & Beloit Avenue/I-405 Southbound Ramps 46. Santa Monica Boulevard & Cotner Avenue/I-405 Northbound Ramps 47. Olympic Boulevard & Cotner Avenue 48. Santa Monica Boulevard & Sepulveda Boulevard 49. Olympic Boulevard & Sepulveda Boulevard 50. Pico Boulevard & Sepulveda Boulevard 51. Pico Boulevard & Gateway Boulevard 52. Olympic Boulevard & 17 th Street 53. Santa Monica Boulevard & 26 th Street 54. Colorado Avenue & 26 th Street 55. Wilshire Boulevard & Centinela Avenue 56. Palms Boulevard & Centinela Avenue Segments 1. Nebraska Avenue west of Centinela Avenue 2. Nebraska Avenue west of Bundy Drive 3. Iowa Avenue east of Bundy Drive 4. Nebraska Avenue east of Bundy Drive 5. Missouri Avenue east of Bundy Drive 6. La Grange Avenue east of Bundy Drive 7. Mississippi Avenue east of Bundy Drive