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1 Appendix H1 Traffic Study
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7 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
8 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 TH 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
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13 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 TH 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
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16 HATHAWAY AVE. REDONDO AVE HILL ST. 2 MIRAMAR AVE TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
17 HATHAWAY AVE. REDONDO AVE HILL ST. 2 MIRAMAR AVE TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
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19 HATHAWAY AVE. REDONDO AVE. 1 HILL ST. 2 MIRAMAR AVE. 3 STEARNS ST. TEMPLE AVE TH ST. 4 EUCLID AVE. HATHAWAY AVE. RESERVOIR DR. HILLBROOK PARK 3 OBISPO AVE. 19TH ST. 4 ORIZABA AVE TH 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
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21 HATHAWAY AVE. REDONDO AVE HILL ST. 2 MIRAMAR AVE TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
22 HATHAWAY AVE. REDONDO AVE HILL ST. 2 MIRAMAR AVE TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
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24 % 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 TH 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
25 HATHAWAY AVE. REDONDO AVE HILL ST. 2 MIRAMAR AVE. 5 5 TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
26 HATHAWAY AVE. REDONDO AVE 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 TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR. 4 4 PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
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28 HATHAWAY AVE. REDONDO AVE HILL ST. 2 MIRAMAR AVE TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
29 HATHAWAY AVE. REDONDO AVE HILL ST. 2 MIRAMAR AVE TEMPLE AVE. 2TH ST. 4 3 STEARNS ST. EUCLID AVE. HATHAWAY AVE HILLBROOK PARK OBISPO AVE. 19TH ST. ORIZABA AVE TH ST. PLAZA ZAFARIA PARK LOMA AVE. RESERVOIR DR PACIFIC COAST HWY ORIZABA PARK 15TH ST. TERMINO AVE 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
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31 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
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33 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 TH 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
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39 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 AM NOON NOON AM Peak Hour NOON Peak Hour 745 AM PM PM PM Peak Hour 4 PM Hill St Eastbound Approach AM NOON PM AM NOON PM Lanes CONTROL Way Stop Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM PM PM 3: PM 5: PM 1 1 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg AM 1113 AM NOON NOON PM 116 PM AM NOON PM East Leg AM NOON PM East Leg West Leg AM NOON PM West Leg AM NOON PM AM AM 793 NOON NOON PM PM 842 South Leg South Leg
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42 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 AM NOON NOON AM Peak Hour NOON Peak Hour 73 AM PM PM PM Peak Hour 4 PM Hill St Eastbound Approach AM NOON PM AM NOON PM Lanes CONTROL Signalized Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM PM PM 3: PM 5: PM 1 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg AM 188 AM NOON NOON PM 2169 PM AM NOON PM East Leg AM NOON PM East Leg West Leg AM NOON PM West Leg AM NOON PM AM AM 1954 NOON NOON PM PM 2193 South Leg South Leg
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45 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 AM NOON NOON AM Peak Hour NOON Peak Hour 73 AM PM PM PM Peak Hour 33 PM Stearns St Eastbound Approach AM NOON PM AM NOON PM Lanes CONTROL Signalized Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM PM PM 3: PM 5: PM 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg AM 196 AM NOON NOON PM 2135 PM AM NOON PM East Leg AM NOON PM East Leg West Leg AM NOON PM West Leg AM NOON PM AM AM 1994 NOON NOON PM PM 2146 South Leg South Leg
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48 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 AM NOON NOON AM Peak Hour NOON Peak Hour 73 AM PM PM PM Peak Hour 33 PM 2th St/Reservoir Dr Eastbound Approach AM NOON PM AM NOON PM Lanes CONTROL Way Stop (EB) Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM PM PM 3: PM 5: PM 1 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg AM NOON PM AM NOON PM East Leg AM NOON PM West Leg AM NOON PM West Leg AM NOON PM AM NOON PM East Leg AM AM 1796 NOON NOON PM PM 1814 South Leg South Leg
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51 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 Obispo Ave AM AM NOON NOON AM Peak Hour NOON Peak Hour 715 AM PM PM PM Peak Hour 345 PM Pacific Coast Hwy Eastbound Approach AM NOON PM AM NOON PM Lanes CONTROL Signalized Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM PM PM 3: PM 5: PM 1 1 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg AM NOON PM AM NOON PM East Leg AM NOON PM West Leg AM NOON PM West Leg AM NOON PM AM NOON PM East Leg AM AM 548 NOON NOON PM PM 672 South Leg South Leg
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54 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 Redondo Ave AM AM NOON NOON AM Peak Hour NOON Peak Hour 715 AM PM PM PM Peak Hour 33 PM Pacific Coast Hwy Eastbound Approach AM NOON PM AM NOON PM Lanes CONTROL Signalized Lanes AM NOON PM AM NOON PM Westbound Approach Count Periods Start End AM AM AM 7: AM 9: AM NOON NOON NOON 12: AM 12: AM PM PM PM 3: PM 5: PM 1 2 Lanes Northbound Approach Total Ins & Outs Total Volume Per Leg North Leg North Leg AM NOON PM AM NOON PM East Leg AM NOON PM West Leg AM NOON PM West Leg AM NOON PM AM NOON PM East Leg AM AM 1778 NOON NOON PM PM 1798 South Leg South Leg
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97 Appendix H2 Parking Supply Memorandum
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99 11 Corporate Center Dr., Suite 21 Monterey Park, CA t: f: 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.
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