Appendix H1 Traffic Study

Hill St Obispo Ave Obispo Ave Student Drop-off & Pick-up Area Parking Lot Plaza Level Hill St Fire Lane Access Service Lane Access Redondo Ave Redondo Ave Parking Lot N No Scale LBUSD New High School #2 (Browning Site) Figure 1 Project Site

HATHAWAY AVE. REDONDO AVE. 1 HILL ST. 2 MIRAMAR AVE. 3 STEARNS ST. TEMPLE AVE. 2TH ST. 4 EUCLID AVE. HATHAWAY AVE. RESERVOIR DR. HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. PACIFIC COAST HWY 15TH ST. TERMINO AVE. ORIZABA PARK LEGEND Project Location N X Study Intersection and Reference Number No Scale LBUSD New High School #2 (Browning Site) Figure 2 Study Area

1 2 STOP HATHAWAY AVE. REDONDO AVE. S 1 HILL ST. 2 MIRAMAR AVE. 3 3 STEARNS ST. S TEMPLE AVE. 2TH ST. 4 EUCLID AVE. HATHAWAY AVE. RESERVOIR DR. HILLBROOK PARK OBISPO AVE. 19TH ST. 4 STOP ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. PACIFIC COAST HWY 5 15TH ST. TERMINO AVE. 6 S ORIZABA PARK S S STOP LEGEND Project Location Signalized Intersection Stop Controlled Intersection Stop Sign Intersection Lane Geometry Bus Stop N No Scale LBUSD New High School #2 (Browning Site) Figure 3 Existing Intersection Geometry

27 297 152 63 457 136 48 12 6 1 338 127 251 13 89 HATHAWAY AVE. REDONDO AVE. 242 156 2 295 146 1 HILL ST. 2 MIRAMAR AVE. 49 131 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 175 1117 222 212 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 41 627 4 PACIFIC COAST HWY 42 35 193 125 47 43 69 116 5 4 48 23 1549 ORIZABA PARK 15TH ST. TERMINO AVE. 116 171 29 161 392 6 42 59 164 1258 53 244 69 173 866 154 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 4 Existing 212 AM Peak-Hour Traffic Volumes

55 454 211 116 99 127 25 9 7 1 246 97 115 29 94 HATHAWAY AVE. REDONDO AVE. 241 226 155 2 93 1 HILL ST. 2 MIRAMAR AVE. 914 28 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 82 168 211 262 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 62 854 4 PACIFIC COAST HWY 15 23 834 1471 67 52 142 316 5 13 56 65 1232 ORIZABA PARK 15TH ST. TERMINO AVE. 1255 152 25 23 613 6 152 61 249 166 53 159 27 125 612 174 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 5 Existing 212 PM Peak-Hour Traffic Volumes

36 42 23 28

5 7 8 9 1 2 HATHAWAY AVE. REDONDO AVE. 1 HILL ST. 2 MIRAMAR AVE. 3 STEARNS ST. TEMPLE AVE. 6 1 2TH ST. 4 EUCLID AVE. HATHAWAY AVE. RESERVOIR DR. HILLBROOK PARK 3 OBISPO AVE. 19TH ST. 4 ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. PACIFIC COAST HWY 15TH ST. TERMINO AVE. ORIZABA PARK Note: Related Projects #2, #5, #7, #8, #9 and #1 are located outside of the study area. LEGEND Project Location N X Related Project and Reference Number No Scale LBUSD New High School #2 (Browning Site) Figure 6 Location of Related Projects

28 39 158 66 478 142 5 12 6 1 352 133 261 14 93 HATHAWAY AVE. REDONDO AVE. 253 162 2 37 193 1 HILL ST. 2 MIRAMAR AVE. 512 136 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 182 1167 231 221 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 44 654 4 PACIFIC COAST HWY 44 36 1138 1284 5 45 76 121 5 43 51 24 1634 ORIZABA PARK 15TH ST. TERMINO AVE. 188 178 3 168 49 6 45 61 171 1331 55 254 72 18 91 16 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 7 Future (216) without-project AM Peak-Hour Traffic Volumes

57 472 22 121 953 132 26 9 7 1 256 12 12 3 98 HATHAWAY AVE. REDONDO AVE. 252 235 161 2 943 1 HILL ST. 2 MIRAMAR AVE. 958 216 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 838 175 22 273 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 67 891 4 PACIFIC COAST HWY 19 24 871 1563 74 54 151 329 5 136 6 68 1314 ORIZABA PARK 15TH ST. TERMINO AVE. 1339 158 26 211 639 6 159 64 259 1143 55 165 28 13 639 181 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 8 Future (216) without-project PM Peak-Hour Traffic Volumes

% 1% % 3% % % % % 1 % % 5% 35% (5%) (4%) (1%) HATHAWAY AVE. REDONDO AVE. (3%) % (1%) 5% 2 % % % % % 1 HILL ST. 2 MIRAMAR AVE. % (5%) (5%) TEMPLE AVE. 5% (5%) 2TH ST. (5%) STEARNS ST. 3 5% 4 EUCLID AVE. HATHAWAY AVE. RESERVOIR DR. % % % % 3 % % 5% % % HILLBROOK PARK OBISPO AVE. 19TH ST. % % 5% % 4 % % % ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. PACIFIC COAST HWY (5%) 5% % % % (15%) 15% % % (1%) 5 (1%) 1% % % ORIZABA PARK 15TH ST. TERMINO AVE. (5%) % (5%) (5%) % % 6 % % 5% % 1% % 5% 5% % LEGEND Project Location N X% (X%) Inbound Trip Distribution Percentage Outbound Trip Distribution Percentage No Scale LBUSD New High School #2 (Browning Site) Figure 9 Project Trip Distribution

23 69 11 5 1 11 43 8 HATHAWAY AVE. REDONDO AVE. 32 11 11 2 1 HILL ST. 2 MIRAMAR AVE. 5 5 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 11 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 11 4 PACIFIC COAST HWY 5 11 34 16 11 5 11 23 ORIZABA PARK 15TH ST. TERMINO AVE. 5 5 5 6 11 23 11 11 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 1 Project Only AM Peak-Hour Traffic Volumes

8 23 4 8 1 16 62 27 HATHAWAY AVE. REDONDO AVE. 47 16 4 2 1 HILL ST. 2 MIRAMAR AVE. 8 8 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 4 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 4 4 PACIFIC COAST HWY 8 4 12 23 16 5 16 8 ORIZABA PARK 15TH ST. TERMINO AVE. 8 8 8 6 4 8 4 4 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 11 Project Only PM Peak-Hour Traffic Volumes

28 332 158 135 478 142 5 23 11 1 363 176 261 94 93 HATHAWAY AVE. REDONDO AVE. 285 173 2 318 193 1 HILL ST. 2 MIRAMAR AVE. 517 141 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 182 1167 242 221 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 55 654 4 PACIFIC COAST HWY 49 47 1138 1284 85 45 92 132 5 54 74 24 1634 ORIZABA PARK 15TH ST. TERMINO AVE. 194 178 35 168 415 6 45 61 171 1343 55 277 72 191 913 16 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 12 Future (216) with-project PM Peak-Hour Traffic Volumes

57 48 22 144 953 132 26 13 15 1 272 164 12 57 98 HATHAWAY AVE. REDONDO AVE. 298 251 165 2 943 1 HILL ST. 2 MIRAMAR AVE. 965 224 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE. 3 838 175 224 273 HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 7 891 4 PACIFIC COAST HWY 117 28 871 1563 86 54 174 345 5 152 67 68 1314 ORIZABA PARK 15TH ST. TERMINO AVE. 1347 158 34 211 647 6 159 64 259 1147 55 173 28 134 642 181 LEGEND Project Location N 123 Intersection Turn Volumes No Scale LBUSD New High School #2 (Browning Site) Figure 13 Future (216) with-project PM Peak-Hour Traffic Volumes

7. Recommended Project Traffic Management Measures The following section includes a set of recommendations to be considered and included as part of the circulation plan for the proposed Project. A. Project Vehicle Access and Circulation A proposed student pick-up/drop-off lane is to be provided along the east curb of the Obispo Avenue roadway on the west side the proposed school. As illustrated on Figure 1, the proposed student pickup/drop-off lane is located north of the driveway for the proposed parking lot and extends north towards Hill Street. It is recommended that the pick-up/drop-off lane be signed for prohibited parking during pick-up/dropoff times, and that it also be signed to state that drivers must remain with their vehicles during those times. Bus parking for special events and field trips, or visitor parking, can be provided outside of pickup/drop-off times. Access to the proposed on-site parking is from Obispo Avenue south of the student pick-up/drop-off area. The on-site parking will have full access on Obispo Avenue. Fire lane access to the school will be provided from Hill Street and access for service vehicles to the school will be provided from Redondo Avenue. It is recommended that school area warning signs with speed limit reductions be installed along Obispo Avenue, Hill Street, and Redondo Avenue surrounding the project site. B. Parking A 119-space on-site surface parking lot will be provided for the proposed high school. The LBUSD uses a parking generation rate that is based on surveys of other LBUSD high schools to determine the estimated parking need. The parking rate of.125 spaces per student was applied to the total number of students, representing the total parking demand for the school including faculty/staff, students, visitors and deliveries. Applying the parking rate to the proposed 8 students, the proposed high school would have a parking requirement of 1 spaces which can be accommodated in the 119-space on-site parking lot. Parking for special events on the campus will be accommodated within the proposed parking lot and managed on-site overflow areas as needed. Championship sporting events are not anticipated to be held at this campus, minimizing the intensity of parking demand generated for sports-related special events. On-street parking within the local neighborhood is not expected to be significantly impacted as parking needs will be accommodated on site. Also, parking is prohibited on the Obispo Avenue, Redondo Avenue, and Hill Street around the project site with the exception of the north side of Hill Street between Obispo Avenue and Redondo Avenue. The north side of Hill Street between Obispo Avenue and Redondo Avenue provides approximately 22 on-street parking spaces. Approximately four to six vehicles were parked during the morning period while eight to ten vehicles were parked during the afternoon period. It was observed that a majority of the people parking on Hill Street were in the area to exercise along the steep grade on Hill Street, west of Obispo Avenue. New High School #2 (Browning Site) Page 26 Traffic Impact Analysis Prepared for Long Beach Unified School District JB1123 May 17, 212

HATHAWAY AVE. REDONDO AVE. 1 HILL ST. 2 MIRAMAR AVE. 3 STEARNS ST. TEMPLE AVE. 2TH ST. 4 EUCLID AVE. HATHAWAY AVE. RESERVOIR DR. HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE. 5 6 17TH ST. PLAZA ZAFARIA PARK LOMA AVE. PACIFIC COAST HWY 15TH ST. TERMINO AVE. ORIZABA PARK LEGEND Project Location N New Yellow School Crosswalk New Sidewalk No Scale LBUSD New High School #2 (Browning Site) Figure 14 Recommended Yellow School Crosswalk and Sidewalk Locations

Obispo Ave and Hill St, City of Long Beach Peak Hour Summary Date: 3/28/12 AM & 4/5/12 PM Southbound Approach Project #: CA12_518_1 Day: Wednesday,Thursday Lanes 2 1 Obispo Ave AM 27 297 152 637 AM NOON NOON AM Peak Hour NOON Peak Hour 745 AM PM 55 454 211 386 PM PM Peak Hour 4 PM Hill St Eastbound Approach AM NOON PM AM NOON PM Lanes 122 156 251 115 1 CONTROL 89 94 1 1 48 25 4-Way Stop 13 29 1 1 136 127 12 9 415 435 Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM 322 6 338 127 AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM 492 7 246 97 PM PM 3: PM 5: PM 1 1 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg 476 637 AM 1113 AM NOON NOON 72 386 PM 116 PM AM NOON PM East Leg AM NOON PM East Leg 122 156 353 238 318 317 768 673 196 161 415 435 West Leg AM NOON PM West Leg AM NOON PM AM 322 471 AM 793 NOON NOON PM 492 35 PM 842 South Leg South Leg

Redondo Ave and Hill St, City of Long Beach Peak Hour Summary Date: 3/28/212 Southbound Approach Project #: CA12_518_2 Day: Wednesday Lanes 2 Redondo Ave AM 63 457 1288 AM NOON NOON AM Peak Hour NOON Peak Hour 73 AM PM 116 99 1144 PM PM Peak Hour 4 PM Hill St Eastbound Approach AM NOON PM AM NOON PM Lanes 358 271 CONTROL 1 242 241 Signalized 1 156 226 Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM 613 295 146 AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM 1135 155 93 PM PM 3: PM 5: PM 1 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg 52 1288 AM 188 AM NOON NOON 125 1144 PM 2169 PM AM NOON PM East Leg AM NOON PM East Leg 358 271 756 738 398 467 West Leg AM NOON PM West Leg AM NOON PM AM 613 1341 AM 1954 NOON NOON PM 1135 158 PM 2193 South Leg South Leg

Redondo Ave and Stearns St, City of Long Beach Peak Hour Summary Date: 3/28/12 AM & 4/5/12 PM Southbound Approach Project #: CA12_518_3 Day: Wednesday,Thursday Lanes 2 1 Redondo Ave AM 49 131 1339 AM NOON NOON AM Peak Hour NOON Peak Hour 73 AM PM 914 28 113 PM PM Peak Hour 33 PM Stearns St Eastbound Approach AM NOON PM AM NOON PM Lanes 222 211 1.5 CONTROL Signalized 212 262 1.5 36 376 Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM 72 1117 175 AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM 1176 82 168 PM PM 3: PM 5: PM 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg 621 1339 AM 196 AM NOON NOON 1122 113 PM 2135 PM AM NOON PM East Leg AM NOON PM East Leg 434 473 74 849 36 376 West Leg AM NOON PM West Leg AM NOON PM AM 72 1292 AM 1994 NOON NOON PM 1176 97 PM 2146 South Leg South Leg

Redondo Ave and 2th St/Reservoir Dr, City of Long Beach Peak Hour Summary Date: 3/28/212 Southbound Approach Project #: CA12_518_4 Day: Wednesday Lanes 2 1 Redondo Ave AM 41 627 194 AM NOON NOON AM Peak Hour NOON Peak Hour 73 AM PM 62 854 836 PM PM Peak Hour 33 PM 2th St/Reservoir Dr Eastbound Approach AM NOON PM AM NOON PM Lanes 76 85 CONTROL 1 2 1-Way Stop (EB) 1 41 13 Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM 668 35 193 AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM 957 23 834 PM PM 3: PM 5: PM 1 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg 668 194 AM NOON 916 836 PM AM NOON PM East Leg AM NOON PM 76 85 118 19 42 15 West Leg AM NOON PM West Leg AM NOON PM 1762 1752 AM NOON PM East Leg AM 668 1128 AM 1796 NOON NOON PM 957 857 PM 1814 South Leg South Leg

Obispo Ave and Pacific Coast Hwy, City of Long Beach Peak Hour Summary Date: 3/28/212 Southbound Approach Project #: CA12_518_5 Day: Wednesday Lanes 1 1 1 Obispo Ave AM 69 116 4 339 AM NOON NOON AM Peak Hour NOON Peak Hour 715 AM PM 142 316 13 282 PM PM Peak Hour 345 PM Pacific Coast Hwy Eastbound Approach AM NOON PM AM NOON PM Lanes 1671 1427 48 56 CONTROL 1549 1232 3 1 47 67 Signalized 23 65 1 3 125 1471 43 52 1314 1628 Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM 182 53 244 69 AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM 433 53 159 27 PM PM 3: PM 5: PM 1 1 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg 225 339 AM NOON 588 282 PM AM NOON PM East Leg AM NOON PM 1671 1427 162 1353 2966 317 2934 2981 1295 159 1314 1628 West Leg AM NOON PM West Leg AM NOON PM 564 87 AM NOON PM East Leg AM 182 366 AM 548 NOON NOON PM 433 239 PM 672 South Leg South Leg

Redondo Ave and Pacific Coast Hwy, City of Long Beach Peak Hour Summary Date: 3/28/212 Southbound Approach Project #: CA12_518_6 Day: Wednesday Lanes 1 2 1 Redondo Ave AM 161 392 42 196 AM NOON NOON AM Peak Hour NOON Peak Hour 715 AM PM 23 613 152 825 PM PM Peak Hour 33 PM Pacific Coast Hwy Eastbound Approach AM NOON PM AM NOON PM Lanes 1592 1394 59 61 CONTROL 1258 166 3 1 171 152 Signalized 164 249 1 3 116 1255 29 25 1212 1581 Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM 585 173 866 154 AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM 887 125 612 174 PM PM 3: PM 5: PM 1 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg 595 196 AM NOON 968 825 PM AM NOON PM East Leg AM NOON PM 1592 1394 1481 1376 288 2826 2693 2957 1216 1432 1212 1581 West Leg AM NOON PM West Leg AM NOON PM 1691 1793 AM NOON PM East Leg AM 585 1193 AM 1778 NOON NOON PM 887 911 PM 1798 South Leg South Leg

Appendix H2 Parking Supply Memorandum

11 Corporate Center Dr., Suite 21 Monterey Park, CA 91754 t: 323-26-473 f: 323-26-475 www.koacorporation.com TECHNICAL MEMORANDUM Date: November 29, 212 To: From: Subject: Julian F. Capata Atkins Brian A. Marchetti, AICP Review of Updated Parking Supply Information for LBUSD New High School #2 Project KOA has reviewed supplemental information provided by Atkins on the Long Beach Unified School District (LBUSD) New High School #2 project. The project planned off-street parking supply has been updated from the previous 119-space number to a total of 132 spaces. The final traffic impact analysis report produced by KOA and dated May 17, 212 referenced a planned parking supply of 119 spaces and an estimated demand of 1 vehicles. Adverse parking impacts were not identified, and it was also discussed in the report that championship sporting events are not anticipated to be held at the campus. This would minimize the intensity of parking demand generated for sports-related special events. The revised parking supply number, therefore, would improve upon the parking supply situation and does not create any new significant impacts. It also does not change the conclusions of the May 17, 212 traffic impact analysis report.