Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
07/23/13
July 18, 2013 Honorable Mayor and Members Regular Meeting of of the Hermosa Beach City Council July 23, 2013 TENTATIVE FUTURE AGENDA ITEMS AUGUST 13, 2013 MUNICIPAL MATTERS Sign Code Text Amendment – Auto Dealership Community Development Director Ethics Policy City Manager & Finance Director South Park Design Contract Public Works Director & Assistant to the City Manager Downtown Trash Enclosure – Status Report Public Works Director MISCELLANEOUS ITEMS AND REPORTS - CITY MANAGER Status report on City Council revised Action Agenda City Manager AUGUST 27, 2013 NO MEETING SEPTEMBER 10, 2013 CONSENT CALENDAR Recommendation to receive and file the action minutes of the Public Works Commission meeting of July 17, 2013 Public Works Director Recommendation to receive and file the action minutes of the Planning Commission meeting of August 20, 2013. Community Development Director MUNICIPAL MATTERS Quiet Nights Initiative - Analysis SEPTEMBER 24, 2013 PRESENTATIONS OIL PROJECT STATUS REPORT CONSENT CALENDAR Recommendation to receive and file the action minutes of the Planning Commission meeting of September 17, 2013. Community Development Director Recommendation to receive and file the action minutes of the Emergency Preparedness Advisory Commission meeting of July 1, 2013 Fire Chief Reappropriations Finance Director PENDING ITEMS Discussion and Direction Concerning New Revenue Sources: Demand pricing for parking meters Convenience Fee Finance Director Fire District Fire Chief Parking Green Zones - Inventory Consideration of reduction of business license fee request from Carol G. Weiss, Ph.D.. Finance Director Procurement Policies - RFP City Manager Building Code Amendments – Adjacent Property Owner Protection Community Development Director 2c 07/18/2013 CITY OF HERMOSA BEACH 1 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Council1101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1101-4100 Personal Services 35,659.00 3,007.00 35,643.10 99.961101-4102 Regular Salaries 0.00 15.90 1,504.00 0.00 1,751.69 116.471101-4111 Accrual Cash In 0.00 -247.69 25,440.00 2,120.00 25,440.00 100.001101-4112 Part Time/Temporary 0.00 0.00 13,803.00 911.90 12,410.14 89.911101-4180 Retirement 0.00 1,392.86 25,302.00 734.43 18,324.24 72.421101-4188 Employee Benefits 0.00 6,977.76 902.00 74.32 910.83 100.981101-4189 Medicare Benefits 0.00 -8.83 2,605.00 434.00 2,604.00 99.961101-4190 Other Post Employment Benefits (OPEB) 0.00 1.00 Total Personal Services 105,215.00 7,281.65 97,084.00 0.00 8,131.00 92.27 1101-4200 Contract Services 25,438.00 630.00 26,092.27 102.571101-4201 Contract Serv/Private 0.00 -654.27 Total Contract Services 25,438.00 630.00 26,092.27 0.00 -654.27 102.57 1101-4300 Materials/Supplies/Other 100.00 0.07 28.61 28.611101-4304 Telephone 0.00 71.39 14,000.00 491.15 12,008.54 85.781101-4305 Office Oper Supplies 0.00 1,991.46 24,000.00 0.00 21,253.05 88.551101-4315 Membership 0.00 2,746.95 16,250.00 572.80 8,380.35 51.571101-4317 Conference/Training 0.00 7,869.65 25,276.00 7,923.68 29,181.45 115.451101-4319 Special Events 0.00 -3,905.45 3,620.00 298.00 3,620.00 100.001101-4394 Building Maintenance Charges 0.00 0.00 4,269.00 353.00 4,269.00 100.001101-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 87,515.00 9,638.70 78,741.00 0.00 8,774.00 89.97 Total City Council 218,168.00 17,550.35 201,917.27 0.00 16,250.73 92.55 1Page: 07/18/2013 CITY OF HERMOSA BEACH 2 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Clerk1121 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1121-4100 Personal Services 107,745.00 8,859.10 105,010.80 97.461121-4102 Regular Salaries 0.00 2,734.20 6,133.00 980.10 4,350.75 70.941121-4111 Accrual Cash In 0.00 1,782.25 32,832.00 2,803.90 38,707.40 117.901121-4112 Part Time/Temporary 0.00 -5,875.40 35,375.00 2,099.26 28,968.94 81.891121-4180 Retirement 0.00 6,406.06 44,984.00 2,961.22 34,878.90 77.541121-4188 Employee Benefits 0.00 10,105.10 2,108.00 183.37 2,147.46 101.871121-4189 Medicare Benefits 0.00 -39.46 10,528.00 1,754.00 10,524.00 99.961121-4190 Other Post Employment Benefits (OPEB) 0.00 4.00 Total Personal Services 239,705.00 19,640.95 224,588.25 0.00 15,116.75 93.69 1121-4200 Contract Services 5,952.00 300.24 4,375.13 73.511121-4201 Contract Serv/Private 0.00 1,576.87 Total Contract Services 5,952.00 300.24 4,375.13 0.00 1,576.87 73.51 1121-4300 Materials/Supplies/Other 785.00 103.27 676.53 86.181121-4304 Telephone 0.00 108.47 4,650.00 154.05 4,638.16 99.751121-4305 Office Oper Supplies 0.00 11.84 565.00 0.00 480.00 84.961121-4315 Membership 0.00 85.00 1,695.00 0.00 1,868.83 110.261121-4317 Conference/Training 0.00 -173.83 12,500.00 3,404.58 13,404.59 107.241121-4323 Public Noticing 0.00 -904.59 7,618.00 633.00 7,618.00 100.001121-4390 Communications Equipment Chrgs 0.00 0.00 612.00 51.00 612.00 100.001121-4394 Building Maintenance Charges 0.00 0.00 10,393.00 867.00 10,393.00 100.001121-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 38,818.00 5,212.90 39,691.11 0.00 -873.11 102.25 Total City Clerk 284,475.00 25,154.09 268,654.49 0.00 15,820.51 94.44 2Page: 07/18/2013 CITY OF HERMOSA BEACH 3 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Attorney1131 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1131-4200 Contract Services 320,000.00 14,448.70 175,226.56 54.761131-4201 Contract Serv/Private 0.00 144,773.44 Total City Attorney 320,000.00 14,448.70 175,226.56 0.00 144,773.44 54.76 3Page: 07/18/2013 CITY OF HERMOSA BEACH 4 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Prosecutor1132 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1132-4200 Contract Services 145,000.00 31,824.60 134,851.90 93.001132-4201 Contract Serv/Private 0.00 10,148.10 Total Contract Services 145,000.00 31,824.60 134,851.90 0.00 10,148.10 93.00 1132-4300 Materials/Supplies/Other 300.00 29.91 183.66 61.221132-4304 Telephone 0.00 116.34 100.00 0.00 31.76 31.761132-4305 Office Oper Supplies 0.00 68.24 Total Materials/Supplies/Other 400.00 29.91 215.42 0.00 184.58 53.86 Total City Prosecutor 145,400.00 31,854.51 135,067.32 0.00 10,332.68 92.89 4Page: 07/18/2013 CITY OF HERMOSA BEACH 5 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Treasurer1141 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1141-4100 Personal Services 27,756.00 2,370.50 28,098.07 101.231141-4102 Regular Salaries 0.00 -342.07 501.00 0.00 841.17 167.901141-4111 Accrual Cash In 0.00 -340.17 27,744.00 0.00 24,511.25 88.351141-4112 Part Time/Temporary 0.00 3,232.75 11,642.00 507.10 10,225.67 87.831141-4180 Retirement 0.00 1,416.33 10,210.00 761.63 9,676.38 94.771141-4188 Employee Benefits 0.00 533.62 812.00 34.36 775.00 95.441141-4189 Medicare Benefits 0.00 37.00 3,164.00 528.00 3,168.00 100.131141-4190 Other Post Employment Benefits (OPEB) 0.00 -4.00 Total Personal Services 81,829.00 4,201.59 77,295.54 0.00 4,533.46 94.46 1141-4200 Contract Services 30,140.00 875.00 15,803.38 52.431141-4201 Contract Serv/Private 0.00 14,336.62 Total Contract Services 30,140.00 875.00 15,803.38 0.00 14,336.62 52.43 1141-4300 Materials/Supplies/Other 410.00 49.16 327.47 79.871141-4304 Telephone 0.00 82.53 2,490.00 109.42 2,120.88 85.181141-4305 Office Oper Supplies 0.00 369.12 120.00 0.00 117.50 97.921141-4315 Membership 0.00 2.50 2,680.00 0.00 800.00 29.851141-4317 Conference/Training 0.00 1,880.00 3,832.00 323.00 3,832.00 100.001141-4390 Communications Equipment Chrgs 0.00 0.00 609.00 48.00 609.00 100.001141-4394 Building Maintenance Charges 0.00 0.00 3,734.00 313.00 3,734.00 100.001141-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 13,875.00 842.58 11,540.85 0.00 2,334.15 83.18 Total City Treasurer 125,844.00 5,919.17 104,639.77 0.00 21,204.23 83.15 5Page: 07/18/2013 CITY OF HERMOSA BEACH 6 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Manager1201 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1201-4100 Personal Services 216,053.00 16,627.40 221,916.62 102.711201-4102 Regular Salaries 0.00 -5,863.62 25,424.00 0.00 1,401.33 5.511201-4111 Accrual Cash In 0.00 24,022.67 36,269.00 2,336.61 26,569.90 73.261201-4180 Retirement 0.00 9,699.10 46,969.00 2,091.09 21,826.65 46.471201-4188 Employee Benefits 0.00 25,142.35 3,583.00 250.08 3,192.20 89.091201-4189 Medicare Benefits 0.00 390.80 24,605.00 4,100.00 24,600.00 99.981201-4190 Other Post Employment Benefits (OPEB) 0.00 5.00 Total Personal Services 352,903.00 25,405.18 299,506.70 0.00 53,396.30 84.87 1201-4200 Contract Services 130,100.00 5,886.69 54,371.12 41.791201-4201 Contract Serv/Private 0.00 75,728.88 Total Contract Services 130,100.00 5,886.69 54,371.12 0.00 75,728.88 41.79 1201-4300 Materials/Supplies/Other 1,200.00 193.44 1,176.52 98.041201-4304 Telephone 0.00 23.48 500.00 179.68 2,182.30 436.461201-4305 Office Oper Supplies 0.00 -1,682.30 1,800.00 35.00 280.00 15.561201-4315 Membership 0.00 1,520.00 5,000.00 1,029.00 5,823.41 116.471201-4317 Conference/Training 0.00 -823.41 7,557.00 627.00 7,557.00 100.001201-4390 Communications Equipment Chrgs 0.00 0.00 3,406.00 282.00 3,406.00 100.001201-4394 Building Maintenance Charges 0.00 0.00 16,975.00 1,410.00 16,975.00 100.001201-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 36,438.00 3,756.12 37,400.23 0.00 -962.23 102.64 Total City Manager 519,441.00 35,047.99 391,278.05 0.00 128,162.95 75.33 6Page: 07/18/2013 CITY OF HERMOSA BEACH 7 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Finance Administration1202 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1202-4100 Personal Services 388,362.00 31,606.99 362,325.50 93.301202-4102 Regular Salaries 0.00 26,036.50 541.00 0.00 0.00 0.001202-4106 Regular Overtime 0.00 541.00 31,163.00 3,256.55 26,588.67 85.321202-4111 Accrual Cash In 0.00 4,574.33 91,908.00 5,807.99 75,062.11 81.671202-4180 Retirement 0.00 16,845.89 66,398.00 6,216.68 67,907.78 102.271202-4188 Employee Benefits 0.00 -1,509.78 3,161.00 343.30 3,590.01 113.571202-4189 Medicare Benefits 0.00 -429.01 37,887.00 6,314.00 37,884.00 99.991202-4190 Other Post Employment Benefits (OPEB) 0.00 3.00 Total Personal Services 619,420.00 53,545.51 573,358.07 0.00 46,061.93 92.56 1202-4200 Contract Services 133,203.00 6,567.37 133,206.78 102.251202-4201 Contract Serv/Private 2,996.79 -3,000.57 Total Contract Services 133,203.00 6,567.37 133,206.78 2,996.79 -3,000.57 102.25 1202-4300 Materials/Supplies/Other 2,000.00 288.16 1,698.73 84.941202-4304 Telephone 0.00 301.27 5,900.00 401.48 7,266.86 123.171202-4305 Office Oper Supplies 0.00 -1,366.86 1,565.00 0.00 297.50 19.011202-4315 Membership 0.00 1,267.50 12,660.00 10.02 9,563.83 75.541202-4317 Conference/Training 0.00 3,096.17 20,040.00 1,670.00 20,040.00 100.001202-4390 Communications Equipment Chrgs 0.00 0.00 2,113.00 177.00 2,113.00 100.001202-4394 Building Maintenance Charges 0.00 0.00 27,738.00 2,306.00 27,738.00 100.001202-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 72,016.00 4,852.66 68,717.92 0.00 3,298.08 95.42 Total Finance Administration 824,639.00 64,965.54 775,282.77 2,996.79 46,359.44 94.38 7Page: 07/18/2013 CITY OF HERMOSA BEACH 8 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Human Resources1203 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1203-4100 Personal Services 65,053.00 5,124.77 51,102.68 78.561203-4102 Regular Salaries 0.00 13,950.32 3,730.00 0.00 3,560.42 95.451203-4111 Accrual Cash In 0.00 169.58 13,205.00 906.71 10,517.02 79.641203-4180 Retirement 0.00 2,687.98 15,516.00 -32,139.87 -14,741.03 95.011203-4188 Employee Benefits 0.00 30,257.03 1,034.00 80.16 827.69 80.051203-4189 Medicare Benefits 0.00 206.31 11,297.00 1,882.00 11,292.00 99.961203-4190 Other Post Employment Benefits (OPEB) 0.00 5.00 Total Personal Services 109,835.00 -24,146.23 62,558.78 0.00 47,276.22 56.96 1203-4200 Contract Services 178,568.00 18,024.37 176,125.12 101.011203-4201 Contract Serv/Private 4,255.00 -1,812.12 6,000.00 752.00 2,916.00 48.601203-4251 Contract Service/Govt 0.00 3,084.00 Total Contract Services 184,568.00 18,776.37 179,041.12 4,255.00 1,271.88 99.31 1203-4300 Materials/Supplies/Other 1,500.00 186.72 1,410.26 94.021203-4304 Telephone 0.00 89.74 3,000.00 962.71 3,462.88 115.431203-4305 Office Oper Supplies 0.00 -462.88 1,075.00 0.00 150.00 13.951203-4315 Membership 0.00 925.00 5,000.00 3,599.31 6,599.31 131.991203-4317 Conference/Training 0.00 -1,599.31 15,000.00 783.00 13,340.00 88.931203-4320 Medical Exams 0.00 1,660.00 6,973.00 582.00 6,973.00 100.001203-4390 Communications Equipment Chrgs 0.00 0.00 612.00 51.00 612.00 100.001203-4394 Building Maintenance Charges 0.00 0.00 11,285.00 945.00 11,285.00 100.001203-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 44,445.00 7,109.74 43,832.45 0.00 612.55 98.62 Total Human Resources 338,848.00 1,739.88 285,432.35 4,255.00 49,160.65 85.49 8Page: 07/18/2013 CITY OF HERMOSA BEACH 9 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Finance Cashier1204 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1204-4100 Personal Services 262,933.00 20,832.03 248,078.06 94.351204-4102 Regular Salaries 0.00 14,854.94 1,200.00 38.41 2,721.45 226.791204-4106 Regular Overtime 0.00 -1,521.45 4,769.00 574.68 10,272.47 215.401204-4111 Accrual Cash In 0.00 -5,503.47 0.00 3,047.54 14,274.03 0.001204-4112 Part Time Temporary 0.00 -14,274.03 64,665.00 4,034.11 57,704.44 89.241204-4180 Retirement 0.00 6,960.56 63,872.00 5,281.61 60,443.67 94.631204-4188 Employee Benefits 0.00 3,428.33 2,254.00 229.89 2,485.53 110.271204-4189 Medicare Benefits 0.00 -231.53 25,746.00 4,292.00 25,752.00 100.021204-4190 Other Post Employment Benefits (OPEB) 0.00 -6.00 Total Personal Services 425,439.00 38,330.27 421,731.65 0.00 3,707.35 99.13 1204-4200 Contract Services 139,125.00 8,463.57 76,413.21 56.001204-4201 Contract Serv/Private 1,500.00 61,211.79 Total Contract Services 139,125.00 8,463.57 76,413.21 1,500.00 61,211.79 56.00 1204-4300 Materials/Supplies/Other 3,443.00 527.01 3,572.65 103.771204-4304 Telephone 0.00 -129.65 41,676.00 2,296.85 36,140.15 86.721204-4305 Office Operating Supplies 0.00 5,535.85 175.00 0.00 135.00 77.141204-4315 Membership 0.00 40.00 2,779.00 0.00 5.32 0.191204-4317 Conference/Training 0.00 2,773.68 23,550.00 1,957.00 23,550.00 100.001204-4390 Communications Equipment Chrgs 0.00 0.00 1,828.00 156.00 1,828.00 100.001204-4394 Building Maintenance Charges 0.00 0.00 16,260.00 1,355.00 16,260.00 100.001204-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 89,711.00 6,291.86 81,491.12 0.00 8,219.88 90.84 Total Finance Cashier 654,275.00 53,085.70 579,635.98 1,500.00 73,139.02 88.82 9Page: 07/18/2013 CITY OF HERMOSA BEACH 10 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 General Appropriations1208 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1208-4100 Personal Services 46,233.00 4,095.00 43,751.26 94.631208-4102 Regular Salaries 0.00 2,481.74 175.00 0.00 0.00 0.001208-4111 Accrual Cash In 0.00 175.00 7,470.00 524.62 5,867.32 78.551208-4180 Retirement 0.00 1,602.68 19,376.00 1,515.50 15,115.59 78.011208-4188 Employee Benefits 0.00 4,260.41 662.00 59.38 634.43 95.841208-4189 Medicare Benefits 0.00 27.57 5,302.00 884.00 5,304.00 100.041208-4190 Other Post Employment Benefits (OPEB) 0.00 -2.00 Total Personal Services 79,218.00 7,078.50 70,672.60 0.00 8,545.40 89.21 1208-4200 Contract Services 17.00 0.00 5,700.45 33,532.061208-4201 Contract Serv/Private 0.00 -5,683.45 Total Contract Services 17.00 0.00 5,700.45 0.00 -5,683.45 33,532.06 1208-4300 Materials/Supplies/Other 115.00 16.45 124.94 108.641208-4304 Telephone 0.00 -9.94 -13,176.00 3,031.59 -6,584.64 49.971208-4305 Office Oper Supplies 0.00 -6,591.36 16,620.00 1,385.00 16,620.00 100.001208-4390 Communications Equipment Chrgs 0.00 0.00 306.00 31.00 306.00 100.001208-4394 Building Maintenance Charges 0.00 0.00 3,698.00 310.00 3,698.00 100.001208-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 7,563.00 4,774.04 14,164.30 0.00 -6,601.30 187.28 Total General Appropriations 86,798.00 11,852.54 90,537.35 0.00 -3,739.35 104.31 10Page: 07/18/2013 CITY OF HERMOSA BEACH 11 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Prospective Expenditures1214 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1214-4300 Materials/Supplies/Other 3,268.00 0.00 1,500.00 45.901214-4322 Unclassified 0.00 1,768.00 Total Prospective Expenditures 3,268.00 0.00 1,500.00 0.00 1,768.00 45.90 11Page: 07/18/2013 CITY OF HERMOSA BEACH 12 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 830,432.00 69,210.00 830,432.00 100.001299-4399 OperatingTransfers Out 0.00 0.00 Total Interfund Transfers Out 830,432.00 69,210.00 830,432.00 0.00 0.00 100.00 12Page: 07/18/2013 CITY OF HERMOSA BEACH 13 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Police2101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2101-4100 Personal Services 3,823,960.00 287,522.72 3,336,156.54 87.242101-4102 Regular Salaries 0.00 487,803.46 75,816.00 5,147.86 70,517.05 93.012101-4105 Special Duty Pay 0.00 5,298.95 335,285.00 20,026.89 307,571.82 91.732101-4106 Regular Overtime 0.00 27,713.18 647,679.00 25,009.88 607,555.49 93.812101-4111 Accrual Cash In 0.00 40,123.51 10,000.00 206.33 3,457.43 34.572101-4112 Part Time Temporary 0.00 6,542.57 6,500.00 512.82 5,662.92 87.122101-4117 Shift Differential 0.00 837.08 5,000.00 193.32 7,879.98 157.602101-4118 Training Officer 0.00 -2,879.98 2,233,252.00 152,290.55 2,020,037.05 90.452101-4180 Retirement 0.00 213,214.95 95.00 1.05 50.40 53.052101-4185 Alternative Retirement System-Parttime 0.00 44.60 31,468.00 2,167.90 27,701.81 88.032101-4187 Uniform Allowance 0.00 3,766.19 762,282.00 50,504.89 603,965.91 79.232101-4188 Employee Benefits 0.00 158,316.09 67,641.00 4,761.43 61,886.68 91.492101-4189 Medicare Benefits 0.00 5,754.32 393,086.00 65,514.00 393,084.00 100.002101-4190 Other Post Employment Benefits (OPEB) 0.00 2.00 Total Personal Services 8,392,064.00 613,859.64 7,445,527.08 0.00 946,536.92 88.72 2101-4200 Contract Services 73,491.00 3,316.63 70,693.61 96.192101-4201 Contract Serv/Private 0.00 2,797.39 571,346.00 0.00 547,463.03 95.822101-4251 Contract Service/Govt 0.00 23,882.97 Total Contract Services 644,837.00 3,316.63 618,156.64 0.00 26,680.36 95.86 2101-4300 Materials/Supplies/Other 49,615.00 5,913.59 53,133.82 107.092101-4304 Telephone 0.00 -3,518.82 30,860.00 885.26 31,924.42 104.062101-4305 Office Oper Supplies 187.30 -1,251.72 10,000.00 999.72 9,348.07 93.852101-4306 Prisoner Maintenance 37.20 614.73 2,000.00 0.00 1,300.34 65.022101-4307 Radio Maintenance 0.00 699.66 5,500.00 99.24 4,638.00 84.332101-4309 Maintenance Materials 0.00 862.00 15,000.00 18.00 8,404.77 56.032101-4312 Travel Expense , POST 0.00 6,595.23 6,000.00 60.00 2,353.75 39.232101-4313 Travel Expense, STC 0.00 3,646.25 10,879.00 1,654.03 11,598.33 107.962101-4314 Uniforms 147.17 -866.50 3,319.00 0.00 2,260.00 68.092101-4315 Membership 0.00 1,059.00 13Page: 07/18/2013 CITY OF HERMOSA BEACH 14 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Police2101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 37,386.00 892.05 36,008.56 96.322101-4317 Conference/Training 0.00 1,377.44 7,914.00 0.00 5,749.40 89.062101-4350 Safety Gear 1,298.91 865.69 305,991.00 25,502.00 305,991.00 100.002101-4390 Communications Equipment Chrgs 0.00 0.00 6,925.00 578.00 6,925.00 100.002101-4394 Building Maintenance Charges 0.00 0.00 324,899.00 27,074.00 324,899.00 100.002101-4395 Equip Replacement Charges 0.00 0.00 1,181,347.00 98,441.00 1,181,347.00 100.002101-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 1,997,635.00 162,116.89 1,985,881.46 1,670.58 10,082.96 99.50 2101-4900 Depreciation Total Depreciation 0.00 0.00 0.00 0.00 0.00 0.00 2101-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Police 11,034,536.00 779,293.16 10,049,565.18 1,670.58 983,300.24 91.09 14Page: 07/18/2013 CITY OF HERMOSA BEACH 15 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Crossing Guard2102 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2102-4200 Contract Services 82,250.00 15,499.12 77,584.05 94.332102-4201 Contract Serv/Private 0.00 4,665.95 Total Crossing Guard 82,250.00 15,499.12 77,584.05 0.00 4,665.95 94.33 15Page: 07/18/2013 CITY OF HERMOSA BEACH 16 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Fire2201 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2201-4100 Personal Services 1,752,703.00 146,189.12 1,722,221.75 98.262201-4102 Regular Salaries 0.00 30,481.25 392,210.00 29,726.77 287,420.55 73.282201-4106 Regular Overtime 0.00 104,789.45 193,804.00 12,264.19 166,748.43 86.042201-4108 FLSA Overtime 0.00 27,055.57 236,363.00 78,398.08 180,271.81 76.272201-4111 Accrual Cash In 0.00 56,091.19 127,500.00 5,240.00 76,640.00 60.112201-4112 Part Time/Temporary 0.00 50,860.00 5,600.00 0.00 4,700.00 83.932201-4119 Fitness Incentive 0.00 900.00 862,474.00 66,227.63 849,971.52 98.552201-4180 Retirement 0.00 12,502.48 1,206.00 204.54 1,142.61 94.742201-4185 Alternative Retirement System-Parttime 0.00 63.39 9,600.00 800.00 9,400.00 97.922201-4187 Uniform Allowance 0.00 200.00 206,028.00 16,522.18 194,851.17 94.582201-4188 Employee Benefits 0.00 11,176.83 36,276.00 3,402.29 31,937.50 88.042201-4189 Medicare Benefits 0.00 4,338.50 105,339.00 17,556.00 105,336.00 100.002201-4190 Other Post Employment Benefits (OPEB) 0.00 3.00 Total Personal Services 3,929,103.00 376,530.80 3,630,641.34 0.00 298,461.66 92.40 2201-4200 Contract Services 53,942.16 10,496.00 49,320.63 97.882201-4201 Contract Serv/Private 3,477.75 1,143.78 66,944.00 0.00 81,779.01 122.162201-4251 Contract Service/Govt 0.00 -14,835.01 Total Contract Services 120,886.16 10,496.00 131,099.64 3,477.75 -13,691.23 111.33 2201-4300 Materials/Supplies/Other 17,768.00 1,943.53 16,758.34 94.322201-4304 Telephone 0.00 1,009.66 10,936.00 535.49 9,019.06 82.472201-4305 Office Oper Supplies 0.00 1,916.94 30,902.84 7,320.12 33,658.10 108.922201-4309 Maintenance Materials 0.00 -2,755.26 2,475.00 624.87 4,692.62 200.592201-4314 Uniforms 271.88 -2,489.50 4,710.00 0.00 3,711.00 84.102201-4315 Membership 250.00 749.00 55,300.00 1,924.93 47,672.39 86.212201-4317 Conference/Training 0.00 7,627.61 45,520.00 3,104.50 22,170.31 71.732201-4350 Safety Gear 10,481.70 12,867.99 40,291.00 3,353.00 40,291.00 100.002201-4390 Communications Equipment Chrgs 0.00 0.00 4,325.00 365.00 4,325.00 100.002201-4394 Building Maintenance Charges 0.00 0.00 226,502.00 18,877.00 226,502.00 100.002201-4395 Equip Replacement Charges 0.00 0.00 16Page: 07/18/2013 CITY OF HERMOSA BEACH 17 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Fire2201 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 488,710.00 40,724.00 488,710.00 100.002201-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 927,439.84 78,772.44 897,509.82 11,003.58 18,926.44 97.96 2201-5400 Equipment/Furniture 33,518.00 3,831.36 14,069.23 47.592201-5401 Equip-Less Than $1,000 1,883.37 17,565.40 13,099.00 0.00 4,098.40 31.292201-5402 Equip-More Than $1,000 0.00 9,000.60 61,365.00 28,424.23 32,252.23 54.072201-5405 Equipment more than $5,000 928.73 28,184.04 Total Equipment/Furniture 107,982.00 32,255.59 50,419.86 2,812.10 54,750.04 49.30 Total Fire 5,085,411.00 498,054.83 4,709,670.66 17,293.43 358,446.91 92.95 17Page: 07/18/2013 CITY OF HERMOSA BEACH 18 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Street Maint/Traffic Safety3104 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3104-4100 Personal Services 268,097.00 20,896.82 270,134.10 100.763104-4102 Regular Salaries 0.00 -2,037.10 6,000.00 1,561.07 7,435.96 123.933104-4106 Regular Overtime 0.00 -1,435.96 9,291.00 98.71 12,879.89 138.633104-4111 Accrual Cash In 0.00 -3,588.89 63,531.00 4,440.60 63,197.56 99.483104-4180 Retirement 0.00 333.44 67,071.00 5,425.72 63,964.04 95.373104-4188 Employee Benefits 0.00 3,106.96 1,492.00 124.62 1,480.91 99.263104-4189 Medicare Benefits 0.00 11.09 29,458.00 4,910.00 29,460.00 100.013104-4190 Other Post Employment Benefits (OPEB) 0.00 -2.00 Total Personal Services 444,940.00 37,457.54 448,552.46 0.00 -3,612.46 100.81 3104-4200 Contract Services 249,397.00 26,389.22 177,902.37 80.133104-4201 Contract Serv/Private 21,935.20 49,559.43 2,657.00 0.00 2,484.26 93.503104-4251 Contract Service/Govt 0.00 172.74 Total Contract Services 252,054.00 26,389.22 180,386.63 21,935.20 49,732.17 80.27 3104-4300 Materials/Supplies/Other 6,074.00 1,015.33 6,581.70 108.363104-4303 Utilities 0.00 -507.70 60,238.00 12,219.90 62,895.49 104.413104-4309 Maintenance Materials 0.00 -2,657.49 666.00 61.00 666.00 100.003104-4394 Building Maintenance Charges 0.00 0.00 45,248.00 3,767.00 45,248.00 100.003104-4395 Equip Replacement Charges 0.00 0.00 181,588.00 15,136.00 181,588.00 100.003104-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 293,814.00 32,199.23 296,979.19 0.00 -3,165.19 101.08 3104-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Street Maint/Traffic Safety 990,808.00 96,045.99 925,918.28 21,935.20 42,954.52 95.66 18Page: 07/18/2013 CITY OF HERMOSA BEACH 19 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Downtown Enhancement3301 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3301-4100 Personal Services 43,769.00 2,983.47 36,912.05 84.333301-4102 Regular Salaries 0.00 6,856.95 1,200.00 0.00 217.76 18.153301-4106 Regular Overtime 0.00 982.24 1,834.00 32.90 2,409.52 131.383301-4111 Accrual Cash In 0.00 -575.52 10,793.00 626.77 8,548.91 79.213301-4180 Retirement 0.00 2,244.09 8,036.00 536.60 6,455.69 80.333301-4188 Employee Benefits 0.00 1,580.31 540.00 40.38 490.72 90.873301-4189 Medicare Benefits 0.00 49.28 3,105.00 518.00 3,108.00 100.103301-4190 Other Post Employment Benefits/OPEB 0.00 -3.00 Total Personal Services 69,277.00 4,738.12 58,142.65 0.00 11,134.35 83.93 3301-4200 Contract Services 108,365.00 16,080.91 84,325.99 93.493301-4201 Contract Serv/Private 16,988.89 7,050.12 Total Contract Services 108,365.00 16,080.91 84,325.99 16,988.89 7,050.12 93.49 3301-4300 Materials/Supplies/Other 288.00 53.85 300.25 104.253301-4303 Utilities 0.00 -12.25 2,000.00 0.00 1,606.95 80.353301-4309 Maintenance Materials 0.00 393.05 221.00 23.00 221.00 100.003301-4394 Building Maintenance Charges 0.00 0.00 404.00 30.00 404.00 100.003301-4395 Equip Replacement Chrgs 0.00 0.00 23,167.00 1,926.00 23,167.00 100.003301-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 26,080.00 2,032.85 25,699.20 0.00 380.80 98.54 3301-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Downtown Enhancement 203,722.00 22,851.88 168,167.84 16,988.89 18,565.27 90.89 19Page: 07/18/2013 CITY OF HERMOSA BEACH 20 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Community Services3302 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3302-4100 Personal Services 773,493.00 67,280.60 765,178.86 98.933302-4102 Regular Salaries 0.00 8,314.14 30,000.00 450.81 17,204.17 57.353302-4106 Regular Overtime 0.00 12,795.83 41,527.00 1,394.77 33,979.54 81.833302-4111 Accrual Cash In 0.00 7,547.46 25,799.00 2,839.77 19,128.60 74.143302-4112 Part Time Temporary 0.00 6,670.40 4,500.00 543.84 5,941.60 132.043302-4117 Shift Differential 0.00 -1,441.60 600.00 0.00 340.00 56.673302-4118 Field Training Officer 0.00 260.00 235,783.00 18,208.31 229,366.14 97.283302-4180 Retirement 0.00 6,416.86 245.00 81.33 173.55 70.843302-4185 Alternative Retirement System-Parttime 0.00 71.45 5,400.00 450.00 5,180.00 95.933302-4187 Uniform Allowance 0.00 220.00 217,958.00 16,842.31 194,582.91 89.283302-4188 Employee Benefits 0.00 23,375.09 11,302.00 995.48 11,550.65 102.203302-4189 Medicare Benefits 0.00 -248.65 87,338.00 14,556.00 87,336.00 100.003302-4190 Other Post Employment Benefits (OPEB) 0.00 2.00 Total Personal Services 1,433,945.00 123,643.22 1,369,962.02 0.00 63,982.98 95.54 3302-4200 Contract Services 33,823.00 6,102.76 38,318.49 113.293302-4201 Contract Serv/Private 0.00 -4,495.49 68,168.00 0.00 65,110.12 95.513302-4251 Contract Services/Govt 0.00 3,057.88 Total Contract Services 101,991.00 6,102.76 103,428.61 0.00 -1,437.61 101.41 3302-4300 Materials/Supplies/Other 3,500.00 415.50 4,178.21 119.383302-4304 Telephone 0.00 -678.21 13,000.00 817.58 12,131.97 93.323302-4305 Office Operating Supplies 0.00 868.03 1,000.00 0.00 724.11 72.413302-4307 Radio Maintenance 0.00 275.89 15,000.00 80.34 7,773.53 51.823302-4309 Maintenance Materials 0.00 7,226.47 3,500.00 0.00 998.34 28.523302-4314 Uniforms 0.00 2,501.66 250.00 0.00 675.00 270.003302-4315 Membership 0.00 -425.00 1,600.00 0.00 171.23 10.703302-4317 Conference/Training 0.00 1,428.77 78,081.00 6,504.00 78,081.00 100.003302-4390 Communications Equipment Chrgs 0.00 0.00 7,088.00 587.00 7,088.00 100.003302-4394 Building Maintenance Charges 0.00 0.00 87,745.00 7,313.00 87,745.00 100.003302-4395 Equip Replacement Chrgs 0.00 0.00 20Page: 07/18/2013 CITY OF HERMOSA BEACH 21 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Community Services3302 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 183,902.00 15,327.00 183,902.00 100.003302-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 394,666.00 31,044.42 383,468.39 0.00 11,197.61 97.16 3302-5400 Equipment/Furniture 27,550.00 0.00 127.00 0.463302-5401 Equip-Less Than $1,000 0.00 27,423.00 Total Equipment/Furniture 27,550.00 0.00 127.00 0.00 27,423.00 0.46 Total Community Services 1,958,152.00 160,790.40 1,856,986.02 0.00 101,165.98 94.83 21Page: 07/18/2013 CITY OF HERMOSA BEACH 22 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Pier Parking Structure3304 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3304-4200 Contract Services 122,373.00 19,754.11 113,335.05 92.613304-4201 Contract Serv/Private 0.00 9,037.95 225.00 0.00 225.00 100.003304-4251 Contract Services/Gov't 0.00 0.00 Total Contract Services 122,598.00 19,754.11 113,560.05 0.00 9,037.95 92.63 3304-4300 Materials/Supplies/Other 23,864.00 3,168.11 19,745.73 82.743304-4303 Utilities 0.00 4,118.27 543.00 49.26 570.75 105.113304-4304 Telephone 0.00 -27.75 4,500.00 414.27 414.27 9.213304-4309 Maintenance Materials 0.00 4,085.73 Total Materials/Supplies/Other 28,907.00 3,631.64 20,730.75 0.00 8,176.25 71.72 Total Pier Parking Structure 151,505.00 23,385.75 134,290.80 0.00 17,214.20 88.64 22Page: 07/18/2013 CITY OF HERMOSA BEACH 23 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Downtown Parking Lot A3305 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3305-4200 Contract Services 42,833.00 4,523.43 34,507.94 80.563305-4201 Contract Serv/Private 0.00 8,325.06 Total Contract Services 42,833.00 4,523.43 34,507.94 0.00 8,325.06 80.56 3305-4300 Materials/Supplies/Other 2,000.00 4,455.41 5,502.67 275.133305-4309 Maintenance Materials 0.00 -3,502.67 Total Materials/Supplies/Other 2,000.00 4,455.41 5,502.67 0.00 -3,502.67 275.13 Total Downtown Parking Lot A 44,833.00 8,978.84 40,010.61 0.00 4,822.39 89.24 23Page: 07/18/2013 CITY OF HERMOSA BEACH 24 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Co. Share Pkg Structure Rev.3306 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3306-4200 Contract Services 263,710.00 0.00 0.00 0.003306-4251 Contract Services/Gov't 0.00 263,710.00 Total Co. Share Pkg Structure Rev. 263,710.00 0.00 0.00 0.00 263,710.00 0.00 24Page: 07/18/2013 CITY OF HERMOSA BEACH 25 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Community Dev/Planning4101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4101-4100 Personal Services 356,809.00 30,887.14 356,941.24 100.044101-4102 Regular Salaries 0.00 -132.24 15,799.00 0.00 5,686.04 35.994101-4111 Accrual Cash In 0.00 10,112.96 12,656.00 1,537.50 9,058.12 71.574101-4112 Part Time/Temporary 0.00 3,597.88 89,960.00 6,704.47 84,182.42 93.584101-4180 Retirement 0.00 5,777.58 79.00 0.00 63.87 80.854101-4185 Alternative Retirement System-Parttime 0.00 15.13 57,271.00 5,415.53 62,719.64 109.514101-4188 Employee Benefits 0.00 -5,448.64 5,722.00 492.02 5,648.15 98.714101-4189 Medicare Benefits 0.00 73.85 31,059.00 5,176.00 31,056.00 99.994101-4190 Other Post Employment Benefits (OPEB) 0.00 3.00 Total Personal Services 569,355.00 50,212.66 555,355.48 0.00 13,999.52 97.54 4101-4200 Contract Services 95,941.00 3,760.75 31,801.78 52.354101-4201 Contract Serv/Private 18,423.00 45,716.22 Total Contract Services 95,941.00 3,760.75 31,801.78 18,423.00 45,716.22 52.35 4101-4300 Materials/Supplies/Other 1,300.00 237.44 1,392.58 107.124101-4304 Telephone 0.00 -92.58 4,000.00 160.30 3,262.65 81.574101-4305 Office Oper Supplies 0.00 737.35 1,583.00 0.00 1,183.00 74.734101-4315 Membership 0.00 400.00 4,000.00 198.00 2,248.37 56.214101-4317 Conference/Training 0.00 1,751.63 12,945.00 1,076.00 12,945.00 100.004101-4390 Communications Equipment Chrgs 0.00 0.00 2,234.00 188.00 2,234.00 100.004101-4394 Building Maintenance Charges 0.00 0.00 27,011.00 2,250.00 27,011.00 100.004101-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 53,073.00 4,109.74 50,276.60 0.00 2,796.40 94.73 Total Community Dev/Planning 718,369.00 58,083.15 637,433.86 18,423.00 62,512.14 91.30 25Page: 07/18/2013 CITY OF HERMOSA BEACH 26 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 General Plan & Coastal Plan Update4104 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4104-4200 Contract Services Total General Plan & Coastal Plan Update 0.00 0.00 0.00 0.00 0.00 0.00 26Page: 07/18/2013 CITY OF HERMOSA BEACH 27 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Community Dev/Building4201 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4201-4100 Personal Services 280,561.00 22,969.15 280,184.55 99.874201-4102 Regular Salaries 0.00 376.45 7,886.00 0.00 6,079.92 77.104201-4111 Accrual Cash In 0.00 1,806.08 6,825.00 1,537.50 10,192.00 149.334201-4112 Part Time/Temporary 0.00 -3,367.00 69,977.00 4,961.77 65,545.28 93.674201-4180 Retirement 0.00 4,431.72 85.00 0.00 65.07 76.554201-4185 Alternative Retirement System-Parttime 0.00 19.93 41,328.00 3,409.03 40,354.75 97.654201-4188 Employee Benefits 0.00 973.25 4,388.00 365.68 4,423.88 100.824201-4189 Medicare Benefits 0.00 -35.88 29,436.00 4,906.00 29,436.00 100.004201-4190 Other Post Employment Benefits (OPEB) 0.00 0.00 Total Personal Services 440,486.00 38,149.13 436,281.45 0.00 4,204.55 99.05 4201-4200 Contract Services 75,365.00 18,713.59 85,570.92 122.264201-4201 Contract Serv/Private 6,570.00 -16,775.92 Total Contract Services 75,365.00 18,713.59 85,570.92 6,570.00 -16,775.92 122.26 4201-4300 Materials/Supplies/Other 4,000.00 397.71 3,922.01 98.054201-4304 Telephone 0.00 77.99 4,000.00 1,070.58 2,913.59 72.844201-4305 Office Oper Supplies 0.00 1,086.41 1,200.00 0.00 960.00 80.004201-4315 Membership 0.00 240.00 2,500.00 0.00 2,425.84 97.034201-4317 Conference/Training 0.00 74.16 18,872.00 1,569.00 18,872.00 100.004201-4390 Communications Equipment Chrgs 0.00 0.00 1,409.00 122.00 1,409.00 100.004201-4394 Building Maintenance Charges 0.00 0.00 20,764.00 1,734.00 20,764.00 100.004201-4395 Equip Replacement Charges 0.00 0.00 34,381.00 2,866.00 34,381.00 100.004201-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 87,126.00 7,759.29 85,647.44 0.00 1,478.56 98.30 Total Community Dev/Building 602,977.00 64,622.01 607,499.81 6,570.00 -11,092.81 101.84 27Page: 07/18/2013 CITY OF HERMOSA BEACH 28 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Public Works Administration4202 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4202-4100 Personal Services 249,227.00 22,129.29 249,408.80 100.074202-4102 Regular Salaries 0.00 -181.80 0.00 0.00 36.76 0.004202-4106 Regular Overtime 0.00 -36.76 17,799.00 230.31 6,963.18 39.124202-4111 Accrual Cash In 0.00 10,835.82 61,925.00 4,482.29 57,731.65 93.234202-4180 Retirement 0.00 4,193.35 0.00 0.00 251.97 0.004202-4185 Alternative Retirement System-Parttime 0.00 -251.97 20,441.00 3,207.30 37,863.05 185.234202-4188 Employee Benefits 0.00 -17,422.05 4,081.00 331.78 3,955.68 96.934202-4189 Medicare Benefits 0.00 125.32 25,806.00 4,302.00 25,812.00 100.024202-4190 Other Post Employment Benefits (OPEB) 0.00 -6.00 Total Personal Services 379,279.00 34,682.97 382,023.09 0.00 -2,744.09 100.72 4202-4200 Contract Services 13,380.00 2,430.08 5,931.49 51.804202-4201 Contract Serv/Private 1,000.00 6,448.51 Total Contract Services 13,380.00 2,430.08 5,931.49 1,000.00 6,448.51 51.80 4202-4300 Materials/Supplies/Other 14,250.00 1,592.92 10,458.40 73.394202-4304 Telephone 0.00 3,791.60 6,640.00 473.29 6,567.97 98.924202-4305 Office Oper Supplies 0.00 72.03 8,925.00 278.11 4,992.82 73.924202-4314 Uniforms 1,604.69 2,327.49 950.00 0.00 690.00 72.634202-4315 Membership 0.00 260.00 19,061.00 10.00 9,860.61 51.734202-4317 Conference/Training 0.00 9,200.39 71,964.00 5,997.00 71,964.00 100.004202-4390 Communications Equipment Chrgs 0.00 0.00 6,478.00 538.00 6,478.00 100.004202-4394 Building Maintenance Charges 0.00 0.00 18,766.00 1,562.00 18,766.00 100.004202-4395 Equip Replacement Charges 0.00 0.00 44,711.00 3,725.00 44,711.00 100.004202-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 191,745.00 14,176.32 174,488.80 1,604.69 15,651.51 91.84 4202-5400 Equipment/Furniture 325.00 0.00 319.16 98.204202-5401 Equip-Less Than $1,000 0.00 5.84 Total Equipment/Furniture 325.00 0.00 319.16 0.00 5.84 98.20 28Page: 07/18/2013 CITY OF HERMOSA BEACH 29 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Total Public Works Administration 584,729.00 51,289.37 562,762.54 2,604.69 19,361.77 96.69 Building Maintenance4204 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4204-4100 Personal Services 118,534.00 11,468.75 140,580.27 118.604204-4102 Regular Salaries 0.00 -22,046.27 7,000.00 792.30 7,474.12 106.774204-4106 Regular Overtime 0.00 -474.12 6,011.00 32.90 10,283.38 171.084204-4111 Accrual Cash In 0.00 -4,272.38 0.00 8,518.93 62,602.50 0.004204-4112 Part Time Temporary 0.00 -62,602.50 29,468.00 3,146.28 38,873.61 131.924204-4180 Retirement 0.00 -9,405.61 0.00 101.46 101.46 0.004204-4185 Alternative Retirement System-Parttime 0.00 -101.46 31,478.00 3,182.31 38,653.04 122.794204-4188 Employee Benefits 0.00 -7,175.04 1,875.00 302.31 3,210.26 171.214204-4189 Medicare Benefits 0.00 -1,335.26 17,145.00 2,858.00 17,148.00 100.024204-4190 Other Post Employment Benefits (OPEB) 0.00 -3.00 Total Personal Services 211,511.00 30,403.24 318,926.64 0.00 -107,415.64 150.78 4204-4200 Contract Services 137,330.00 29,328.00 126,391.35 94.584204-4201 Contract Serv/Private 3,499.60 7,439.05 225.00 0.00 225.00 100.004204-4251 Contract Service/Govt 0.00 0.00 Total Contract Services 137,555.00 29,328.00 126,616.35 3,499.60 7,439.05 94.59 4204-4300 Materials/Supplies/Other 145,952.00 23,484.02 143,861.36 98.574204-4303 Utilities 0.00 2,090.64 26,773.00 2,109.27 28,950.45 108.134204-4309 Maintenance Materials 0.00 -2,177.45 6,631.00 217.72 6,544.28 98.694204-4321 Building Sfty/Security 0.00 86.72 22,103.00 1,841.00 22,103.00 100.004204-4390 Communications Equipment Chrgs 0.00 0.00 667.00 51.00 667.00 100.004204-4394 Building Maintenance Charges 0.00 0.00 10,345.00 863.00 10,345.00 100.004204-4395 Equip Replacement Charges 0.00 0.00 65,269.00 5,440.00 65,269.00 100.004204-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 277,740.00 34,006.01 277,740.09 0.00 -0.09 100.00 4204-5400 Equipment/Furniture 5,547.00 0.00 5,545.83 99.984204-5402 Equip-More Than $1,000 0.00 1.17 Total Equipment/Furniture 5,547.00 0.00 5,545.83 0.00 1.17 99.98 29Page: 07/18/2013 CITY OF HERMOSA BEACH 30 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Building Maintenance4204 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number Total Building Maintenance 632,353.00 93,737.25 728,828.91 3,499.60 -99,975.51 115.81 30Page: 07/18/2013 CITY OF HERMOSA BEACH 31 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Affordable Hous/Marineland Mobile Homes4401 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4401-4200 Contract Services 0.00 0.00 7,184.51 0.004401-4201 Contract Serv/Private 0.00 -7,184.51 Total Affordable Hous/Marineland Mobile Homes 0.00 0.00 7,184.51 0.00 -7,184.51 0.00 31Page: 07/18/2013 CITY OF HERMOSA BEACH 32 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Community Resources4601 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4601-4100 Personal Services 243,235.00 13,780.50 191,793.00 78.854601-4102 Regular Salaries 0.00 51,442.00 3,000.00 874.93 7,251.07 241.704601-4106 Regular Overtime 0.00 -4,251.07 8,008.00 0.00 21,340.15 266.494601-4111 Accrual Cash In 0.00 -13,332.15 245,000.00 15,427.22 225,681.92 92.124601-4112 Part Time/Temporary 0.00 19,318.08 55,132.00 4,056.10 61,490.10 111.534601-4180 Retirement 0.00 -6,358.10 1,890.00 211.62 1,451.07 76.784601-4185 Alternative Retirement System-Parttime 0.00 438.93 40,062.00 2,236.42 28,740.00 71.744601-4188 Employee Benefits 0.00 11,322.00 7,382.00 470.09 6,715.76 90.974601-4189 Medicare Benefits 0.00 666.24 21,176.00 3,530.00 21,180.00 100.024601-4190 Other Post Employment Benefits (OPEB) 0.00 -4.00 Total Personal Services 624,885.00 40,586.88 565,643.07 0.00 59,241.93 90.52 4601-4200 Contract Services 52,000.00 10,957.54 21,880.86 42.084601-4201 Contract Serv/Private 0.00 30,119.14 203,000.00 45,934.44 272,825.54 134.404601-4221 Contract Rec Classes/Programs 0.00 -69,825.54 Total Contract Services 255,000.00 56,891.98 294,706.40 0.00 -39,706.40 115.57 4601-4300 Materials/Supplies/Other 10,000.00 804.00 6,887.63 68.884601-4302 Advertising 0.00 3,112.37 5,000.00 511.38 4,140.91 82.824601-4304 Telephone 0.00 859.09 13,000.00 375.58 13,289.39 102.234601-4305 Office Oper Supplies 0.00 -289.39 20,525.00 5,122.76 16,514.47 81.414601-4308 Program Materials 194.99 3,815.54 0.00 265.38 265.38 0.004601-4309 Maintenance Materials 0.00 -265.38 1,500.00 0.00 2,359.00 157.274601-4315 Membership 0.00 -859.00 17,000.00 930.00 5,631.57 33.134601-4317 Conference/Training 0.00 11,368.43 6,854.00 38.12 1,703.21 24.854601-4328 Hermosa Senior Center Programs 0.00 5,150.79 35,694.00 2,991.00 35,694.00 100.004601-4390 Communications Equipment Chrgs 0.00 0.00 35,235.00 2,678.71 35,235.00 100.004601-4394 Building Maintenance Charges 0.00 0.00 17,138.00 1,430.00 17,138.00 100.004601-4395 Equip Replacement Charges 0.00 0.00 56,824.00 4,739.00 56,824.00 100.004601-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 218,770.00 19,885.93 195,682.56 194.99 22,892.45 89.54 32Page: 07/18/2013 CITY OF HERMOSA BEACH 33 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Community Resources4601 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4601-5400 Equipment/Furniture 605.00 0.00 0.00 0.004601-5401 Equip-Less Than $1,000 0.00 605.00 Total Equipment/Furniture 605.00 0.00 0.00 0.00 605.00 0.00 Total Community Resources 1,099,260.00 117,364.79 1,056,032.03 194.99 43,032.98 96.09 33Page: 07/18/2013 CITY OF HERMOSA BEACH 34 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Parks6101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 6101-4100 Personal Services 114,623.00 7,833.81 91,217.11 79.586101-4102 Regular Salaries 0.00 23,405.89 2,500.00 175.00 350.00 14.006101-4106 Regular Overtime 0.00 2,150.00 8,807.00 32.90 4,823.46 54.776101-4111 Accrual Cash In 0.00 3,983.54 28,338.00 1,653.95 21,147.76 74.636101-4180 Retirement 0.00 7,190.24 28,100.00 1,146.06 14,024.21 49.916101-4188 Employee Benefits 0.00 14,075.79 1,334.00 39.51 474.87 35.606101-4189 Medicare Benefits 0.00 859.13 12,094.00 2,016.00 12,096.00 100.026101-4190 Other Post Employment Benefits (OPEB) 0.00 -2.00 Total Personal Services 195,796.00 12,897.23 144,133.41 0.00 51,662.59 73.61 6101-4200 Contract Services 321,848.00 38,969.79 221,074.79 75.626101-4201 Contract Serv/Private 22,306.71 78,466.50 160.00 0.00 120.00 75.006101-4251 Contract Service/Govt 0.00 40.00 Total Contract Services 322,008.00 38,969.79 221,194.79 22,306.71 78,506.50 75.62 6101-4300 Materials/Supplies/Other 197,389.00 21,296.27 176,725.62 89.536101-4303 Utilities 0.00 20,663.38 360.00 0.00 0.00 0.006101-4304 Telephone 0.00 360.00 29,258.00 6,234.65 38,247.42 130.726101-4309 Maintenance Materials 0.00 -8,989.42 21,867.00 1,825.00 21,867.00 100.006101-4394 Building Maintenance Charges 0.00 0.00 25,465.00 2,123.00 25,465.00 100.006101-4395 Equip Replacement Chrgs 0.00 0.00 106,248.00 8,854.00 106,248.00 100.006101-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 380,587.00 40,332.92 368,553.04 0.00 12,033.96 96.84 6101-5400 Equipment/Furniture 1,600.00 0.00 2,104.56 131.546101-5402 Equip-More Than $1,000 0.00 -504.56 Total Equipment/Furniture 1,600.00 0.00 2,104.56 0.00 -504.56 131.54 Total Parks 899,991.00 92,199.94 735,985.80 22,306.71 141,698.49 84.26 34Page: 07/18/2013 CITY OF HERMOSA BEACH 35 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Protective Bollards at Pier Plaza8101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8101-4200 Contract Services 7,975.00 0.00 0.00 0.008101-4201 Contract Serv/Private 0.00 7,975.00 Total Protective Bollards at Pier Plaza 7,975.00 0.00 0.00 0.00 7,975.00 0.00 35Page: 07/18/2013 CITY OF HERMOSA BEACH 36 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Citywide St Impr/Various Locations8127 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8127-4200 Contract Services 313,894.00 0.00 23,610.70 15.558127-4201 Contract Serv/Private 25,200.30 265,083.00 Total Citywide St Impr/Various Locations 313,894.00 0.00 23,610.70 25,200.30 265,083.00 15.55 36Page: 07/18/2013 CITY OF HERMOSA BEACH 37 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 PCH-Aviation Beautification Project8143 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8143-4200 Contract Services Total PCH-Aviation Beautification Project 0.00 0.00 0.00 0.00 0.00 0.00 37Page: 07/18/2013 CITY OF HERMOSA BEACH 38 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Fire Station Traffic Signal8153 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8153-4200 Contract Services 30,000.00 2,675.00 12,425.00 46.928153-4201 Contract Serv/Private 1,650.00 15,925.00 Total Fire Station Traffic Signal 30,000.00 2,675.00 12,425.00 1,650.00 15,925.00 46.92 38Page: 07/18/2013 CITY OF HERMOSA BEACH 39 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 PCH Traffic Improvements8160 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8160-4200 Contract Services Total PCH Traffic Improvements 0.00 0.00 0.00 0.00 0.00 0.00 39Page: 07/18/2013 CITY OF HERMOSA BEACH 40 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Citywide Park Master Plan8538 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8538-4200 Contract Services Total Citywide Park Master Plan 0.00 0.00 0.00 0.00 0.00 0.00 40Page: 07/18/2013 CITY OF HERMOSA BEACH 41 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Clark Field Electrical Upgrades8602 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8602-4200 Contract Services Total Clark Field Electrical Upgrades 0.00 0.00 0.00 0.00 0.00 0.00 41Page: 07/18/2013 CITY OF HERMOSA BEACH 42 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Fire Station Renovation & Upgrades8606 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8606-4200 Contract Services 20,370.00 0.00 642.61 23.288606-4201 Contract Serv/Private 4,098.82 15,628.57 Total Fire Station Renovation & Upgrades 20,370.00 0.00 642.61 4,098.82 15,628.57 23.28 42Page: 07/18/2013 CITY OF HERMOSA BEACH 43 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Fleet Policy & Master Plan8607 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8607-4200 Contract Services Total City Fleet Policy & Master Plan 0.00 0.00 0.00 0.00 0.00 0.00 43Page: 07/18/2013 CITY OF HERMOSA BEACH 44 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Civic Center Strategic Plan8609 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8609-4200 Contract Services 150,000.00 0.00 0.00 100.008609-4201 Contract Serv/Private 150,000.00 0.00 Total Civic Center Strategic Plan 150,000.00 0.00 0.00 150,000.00 0.00 100.00 44Page: 07/18/2013 CITY OF HERMOSA BEACH 45 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Yard Roof8613 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8613-4200 Contract Services Total City Yard Roof 0.00 0.00 0.00 0.00 0.00 0.00 45Page: 07/18/2013 CITY OF HERMOSA BEACH 46 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Police Facility Improvements8619 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8619-4200 Contract Services Total Police Facility Improvements 0.00 0.00 0.00 0.00 0.00 0.00 46Page: 07/18/2013 CITY OF HERMOSA BEACH 47 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 14Th. St. Beach Restroom Rehabilitation8631 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8631-4200 Contract Services Total 14Th. St. Beach Restroom Rehabilitation 0.00 0.00 0.00 0.00 0.00 0.00 47Page: 07/18/2013 CITY OF HERMOSA BEACH 48 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Lot A Trash Enclosure8651 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8651-4200 Contract Services 350,000.00 33,328.53 37,035.73 26.898651-4201 Contract Serv/Private 57,074.27 255,890.00 Total Lot A Trash Enclosure 350,000.00 33,328.53 37,035.73 57,074.27 255,890.00 26.89 48Page: 07/18/2013 CITY OF HERMOSA BEACH 49 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Citywide Energy Conservation Upgrades8656 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8656-4200 Contract Services Total Citywide Energy Conservation Upgrades 0.00 0.00 0.00 0.00 0.00 0.00 49Page: 07/18/2013 CITY OF HERMOSA BEACH 50 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Lawn Bowling Lighting8657 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8657-4200 Contract Services Total Lawn Bowling Lighting 0.00 0.00 0.00 0.00 0.00 0.00 50Page: 07/18/2013 CITY OF HERMOSA BEACH 51 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Municipal Pier Structural Repairs Ph.II8659 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8659-4200 Contract Services 20,116.00 0.00 9,400.00 46.738659-4201 Contract Serv/Private 0.00 10,716.00 Total Municipal Pier Structural Repairs Ph.II 20,116.00 0.00 9,400.00 0.00 10,716.00 46.73 51Page: 07/18/2013 CITY OF HERMOSA BEACH 52 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Hermosa Beach Surfing Memorial8661 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8661-4200 Contract Services 51,242.00 0.00 0.00 97.588661-4201 Contract Serv/Private 50,000.00 1,242.00 Total Hermosa Beach Surfing Memorial 51,242.00 0.00 0.00 50,000.00 1,242.00 97.58 52Page: 07/18/2013 CITY OF HERMOSA BEACH 53 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Energy Eff & Conserv Block Grant (ARRA)8662 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8662-4200 Contract Services Total Energy Eff & Conserv Block Grant (ARRA) 0.00 0.00 0.00 0.00 0.00 0.00 53Page: 07/18/2013 CITY OF HERMOSA BEACH 54 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Parking Structure Repairs8663 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8663-4200 Contract Services Total Parking Structure Repairs 0.00 0.00 0.00 0.00 0.00 0.00 54Page: 07/18/2013 CITY OF HERMOSA BEACH 55 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 City Fac. Condition Assessm.& Asbesto Rp8664 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8664-4200 Contract Services Total City Fac. Condition Assessm.& Asbesto Rp 0.00 0.00 0.00 0.00 0.00 0.00 Total General Fund 29,647,791.00 2,449,028.48 26,220,638.85 408,262.27 3,018,889.88 89.82 55Page: 07/18/2013 CITY OF HERMOSA BEACH 56 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lightg/Landscapg Dist Fund105 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 10,937.00 916.00 10,937.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 10,937.00 916.00 10,937.00 0.00 0.00 100.00 56Page: 07/18/2013 CITY OF HERMOSA BEACH 57 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lightg/Landscapg Dist Fund105 Lighting/Landscaping/Medians2601 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2601-4100 Personal Services 111,129.00 6,991.20 87,297.19 78.552601-4102 Regular Salaries 0.00 23,831.81 1,000.00 0.00 175.00 17.502601-4106 Regular Overtime 0.00 825.00 3,692.00 32.90 5,496.66 148.882601-4111 Accrual Cash In 0.00 -1,804.66 27,634.00 1,480.57 20,448.58 74.002601-4180 Retirement 0.00 7,185.42 27,066.00 1,680.33 20,847.66 77.032601-4188 Employee Benefits 0.00 6,218.34 1,661.00 102.41 1,354.55 81.552601-4189 Medicare Benefits 0.00 306.45 11,310.00 1,886.00 11,316.00 100.052601-4190 Other Post Employment Benefits (OPEB) 0.00 -6.00 Total Personal Services 183,492.00 12,173.41 146,935.64 0.00 36,556.36 80.08 2601-4200 Contract Services 55,688.00 7,233.75 45,971.70 92.222601-4201 Contract Serv/Private 5,381.25 4,335.05 20,993.00 2,088.88 12,907.33 61.482601-4251 Contract Service/Govt 0.00 8,085.67 Total Contract Services 76,681.00 9,322.63 58,879.03 5,381.25 12,420.72 83.80 2601-4300 Materials/Supplies/Other 218,866.00 29,580.89 211,716.80 96.732601-4303 Utilities 0.00 7,149.20 44,600.00 8,284.18 32,112.25 77.692601-4309 Maintenance Materials 2,538.84 9,948.91 667.00 51.00 667.00 100.002601-4394 Building Maintenance Charges 0.00 0.00 41,666.00 3,474.00 41,666.00 100.002601-4395 Equip Replacement Charges 0.00 0.00 44,255.00 3,687.00 44,255.00 100.002601-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 350,054.00 45,077.07 330,417.05 2,538.84 17,098.11 95.12 Total Lighting/Landscaping/Medians 610,227.00 66,573.11 536,231.72 7,920.09 66,075.19 89.17 Total Lightg/Landscapg Dist Fund 621,164.00 67,489.11 547,168.72 7,920.09 66,075.19 89.36 57Page: 07/18/2013 CITY OF HERMOSA BEACH 58 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 298,977.00 24,912.00 298,977.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 298,977.00 24,912.00 298,977.00 0.00 0.00 100.00 58Page: 07/18/2013 CITY OF HERMOSA BEACH 59 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 Pier Ave/Hermosa Ave to PCH8116 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8116-4200 Contract Services 29,335.00 0.00 0.00 0.008116-4201 Contract Serv/Private 0.00 29,335.00 Total Pier Ave/Hermosa Ave to PCH 29,335.00 0.00 0.00 0.00 29,335.00 0.00 59Page: 07/18/2013 CITY OF HERMOSA BEACH 60 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 Citywide St Impr/Various Locations8127 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8127-4100 Personal Services Total Personal Services 0.00 0.00 0.00 0.00 0.00 0.00 8127-4200 Contract Services 515,486.00 175,007.42 175,007.42 37.808127-4201 Contract Serv/Private 19,866.62 320,611.96 Total Citywide St Impr/Various Locations 515,486.00 175,007.42 175,007.42 19,866.62 320,611.96 37.80 60Page: 07/18/2013 CITY OF HERMOSA BEACH 61 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 Valley Ardmore8137 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8137-4200 Contract Services 1,976.00 0.00 0.00 0.008137-4201 Contract Serv/Private 0.00 1,976.00 Total Valley Ardmore 1,976.00 0.00 0.00 0.00 1,976.00 0.00 61Page: 07/18/2013 CITY OF HERMOSA BEACH 62 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 PCH-Aviation Beautification Project8143 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8143-4200 Contract Services 32,000.00 0.00 14,545.16 94.108143-4201 Contract Serv/Private 15,566.84 1,888.00 Total PCH-Aviation Beautification Project 32,000.00 0.00 14,545.16 15,566.84 1,888.00 94.10 62Page: 07/18/2013 CITY OF HERMOSA BEACH 63 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 Hermosa Beach Bike Path8144 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8144-4200 Contract Services Total Hermosa Beach Bike Path 0.00 0.00 0.00 0.00 0.00 0.00 63Page: 07/18/2013 CITY OF HERMOSA BEACH 64 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 15th St Improv/Herm Ave-Bch Dr8154 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8154-4200 Contract Services Total 15th St Improv/Herm Ave-Bch Dr 0.00 0.00 0.00 0.00 0.00 0.00 Total State Gas Tax Fund 877,774.00 199,919.42 488,529.58 35,433.46 353,810.96 59.69 64Page: 07/18/2013 CITY OF HERMOSA BEACH 65 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 AB939 Fund117 Source Redctn/Recycle Element5301 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 5301-4100 Personal Services 47,896.00 3,993.66 48,626.30 101.525301-4102 Regular Salaries 0.00 -730.30 3,693.00 0.00 594.35 16.095301-4111 Accrual Cash In 0.00 3,098.65 9,982.00 714.92 8,536.31 85.525301-4180 Retirement 0.00 1,445.69 8,942.00 538.01 6,045.73 67.615301-4188 Employee Benefits 0.00 2,896.27 779.00 59.78 719.10 92.315301-4189 Medicare Benefits 0.00 59.90 Total Personal Services 71,292.00 5,306.37 64,521.79 0.00 6,770.21 90.50 5301-4200 Contract Services 85,820.00 4,210.17 75,608.08 88.105301-4201 Contract Serv/Private 0.00 10,211.92 Total Contract Services 85,820.00 4,210.17 75,608.08 0.00 10,211.92 88.10 5301-4300 Materials/Supplies/Other 5,400.00 0.00 2,134.49 39.535301-4315 Membership 0.00 3,265.51 1,500.00 0.00 0.00 0.005301-4317 Conference/Training 0.00 1,500.00 Total Materials/Supplies/Other 6,900.00 0.00 2,134.49 0.00 4,765.51 30.93 Total AB939 Fund 164,012.00 9,516.54 142,264.36 0.00 21,747.64 86.74 65Page: 07/18/2013 CITY OF HERMOSA BEACH 66 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Prop A Open Space Fund121 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 20,557.00 1,714.00 20,557.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 20,557.00 1,714.00 20,557.00 0.00 0.00 100.00 66Page: 07/18/2013 CITY OF HERMOSA BEACH 67 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Prop A Open Space Fund121 South Park Phase I Improvements8537 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8537-4200 Contract Services 148,000.00 0.00 0.00 0.008537-4201 Contract Serv/Private 0.00 148,000.00 Total South Park Phase I Improvements 148,000.00 0.00 0.00 0.00 148,000.00 0.00 67Page: 07/18/2013 CITY OF HERMOSA BEACH 68 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Prop A Open Space Fund121 14Th. St. Beach Restroom Rehabilitation8631 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8631-4200 Contract Services 18,392.00 0.00 15,037.81 81.768631-4201 Contract Serv/Private 0.00 3,354.19 Total 14Th. St. Beach Restroom Rehabilitation 18,392.00 0.00 15,037.81 0.00 3,354.19 81.76 68Page: 07/18/2013 CITY OF HERMOSA BEACH 69 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Prop A Open Space Fund121 Pier Structural Repairs FY128652 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8652-4200 Contract Services 102,828.00 23,680.21 111,045.71 109.448652-4201 Contract Serv/Private 1,486.84 -9,704.55 Total Pier Structural Repairs FY12 102,828.00 23,680.21 111,045.71 1,486.84 -9,704.55 109.44 Total Prop A Open Space Fund 289,777.00 25,394.21 146,640.52 1,486.84 141,649.64 51.12 69Page: 07/18/2013 CITY OF HERMOSA BEACH 70 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Fund122 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 196,960.00 16,417.00 196,960.00 100.001299-4399 Operating Trsfr Out 0.00 0.00 Total Interfund Transfers Out 196,960.00 16,417.00 196,960.00 0.00 0.00 100.00 70Page: 07/18/2013 CITY OF HERMOSA BEACH 71 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Fund122 14Th. St. Beach Restroom Rehabilitation8631 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8631-4200 Contract Services 21,521.00 0.00 21,521.00 100.008631-4201 Contract Serv/Private 0.00 0.00 Total 14Th. St. Beach Restroom Rehabilitation 21,521.00 0.00 21,521.00 0.00 0.00 100.00 71Page: 07/18/2013 CITY OF HERMOSA BEACH 72 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Fund122 Pier Structural Repairs FY128652 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8652-4200 Contract Services 97,372.00 51,838.24 51,838.24 53.248652-4201 Contract Serv/Private 0.00 45,533.76 Total Pier Structural Repairs FY12 97,372.00 51,838.24 51,838.24 0.00 45,533.76 53.24 72Page: 07/18/2013 CITY OF HERMOSA BEACH 73 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Fund122 Municipal Pier Structural Repairs Ph.II8659 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8659-4200 Contract Services Total Municipal Pier Structural Repairs Ph.II 0.00 0.00 0.00 0.00 0.00 0.00 Total Tyco Fund 315,853.00 68,255.24 270,319.24 0.00 45,533.76 85.58 73Page: 07/18/2013 CITY OF HERMOSA BEACH 74 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Tidelands123 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Interfund Transfers Out 0.00 0.00 0.00 0.00 0.00 0.00 74Page: 07/18/2013 CITY OF HERMOSA BEACH 75 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Tidelands123 14Th. St. Beach Restroom Rehabilitation8631 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8631-4200 Contract Services 23,207.00 0.00 19,662.00 100.008631-4201 Contract Serv/Private 3,545.00 0.00 Total Tyco Tidelands 23,207.00 0.00 19,662.00 3,545.00 0.00 100.00 75Page: 07/18/2013 CITY OF HERMOSA BEACH 76 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 5,331.00 447.00 5,331.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 5,331.00 447.00 5,331.00 0.00 0.00 100.00 76Page: 07/18/2013 CITY OF HERMOSA BEACH 77 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Parks6101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 6101-4200 Contract Services Total Contract Services 0.00 0.00 0.00 0.00 0.00 0.00 6101-5400 Equipment/Furniture 10,000.00 14,795.20 14,795.20 147.956101-5402 Equip-More Than $1,000 0.00 -4,795.20 Total Parks 10,000.00 14,795.20 14,795.20 0.00 -4,795.20 147.95 77Page: 07/18/2013 CITY OF HERMOSA BEACH 78 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Citywide Park Master Plan8538 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8538-4100 Personal Services Total Personal Services 0.00 0.00 0.00 0.00 0.00 0.00 8538-4200 Contract Services Total Citywide Park Master Plan 0.00 0.00 0.00 0.00 0.00 0.00 78Page: 07/18/2013 CITY OF HERMOSA BEACH 79 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Clark Field Electrical Upgrades8602 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8602-4200 Contract Services 20,000.00 0.00 2,300.00 16.208602-4201 Contract Serv/Private 940.00 16,760.00 Total Clark Field Electrical Upgrades 20,000.00 0.00 2,300.00 940.00 16,760.00 16.20 79Page: 07/18/2013 CITY OF HERMOSA BEACH 80 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Comm Ctr General Improvements8649 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8649-4100 Personal Services Total Personal Services 0.00 0.00 0.00 0.00 0.00 0.00 8649-4200 Contract Services 90,000.00 10,116.55 85,042.05 99.558649-4201 Contract Serv/Private 4,556.95 401.00 Total Comm Ctr General Improvements 90,000.00 10,116.55 85,042.05 4,556.95 401.00 99.55 80Page: 07/18/2013 CITY OF HERMOSA BEACH 81 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Citywide Energy Conservation Upgrades8656 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8656-4200 Contract Services Total Citywide Energy Conservation Upgrades 0.00 0.00 0.00 0.00 0.00 0.00 81Page: 07/18/2013 CITY OF HERMOSA BEACH 82 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Lawn Bowling Lighting8657 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8657-4200 Contract Services Total Lawn Bowling Lighting 0.00 0.00 0.00 0.00 0.00 0.00 Total Park/Rec Facility Tax Fund 125,331.00 25,358.75 107,468.25 5,496.95 12,365.80 90.13 82Page: 07/18/2013 CITY OF HERMOSA BEACH 83 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Bayview Dr Dist Admin Exp Fund135 Administrative Charges1219 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1219-4200 Contract Services 1,700.00 10.46 1,207.89 71.051219-4201 Contract Serv/Private 0.00 492.11 Total Administrative Charges 1,700.00 10.46 1,207.89 0.00 492.11 71.05 83Page: 07/18/2013 CITY OF HERMOSA BEACH 84 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Bayview Dr Dist Admin Exp Fund135 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 2,718.00 221.00 2,718.00 100.001299-4399 Operating Trsfr Out 0.00 0.00 Total Interfund Transfers Out 2,718.00 221.00 2,718.00 0.00 0.00 100.00 Total Bayview Dr Dist Admin Exp Fund 4,418.00 231.46 3,925.89 0.00 492.11 88.86 84Page: 07/18/2013 CITY OF HERMOSA BEACH 85 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lower Pier Admin Exp Fund136 Administrative Charges1219 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1219-4200 Contract Services 1,500.00 56.38 1,090.65 72.711219-4201 Contract Serv/Private 0.00 409.35 Total Administrative Charges 1,500.00 56.38 1,090.65 0.00 409.35 72.71 85Page: 07/18/2013 CITY OF HERMOSA BEACH 86 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lower Pier Admin Exp Fund136 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 1,142.00 97.00 1,142.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 1,142.00 97.00 1,142.00 0.00 0.00 100.00 Total Lower Pier Admin Exp Fund 2,642.00 153.38 2,232.65 0.00 409.35 84.51 86Page: 07/18/2013 CITY OF HERMOSA BEACH 87 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Myrtle Dist Admin Exp Fund137 Administrative Charges1219 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1219-4200 Contract Services 6,000.00 77.30 5,079.75 84.661219-4201 Contract Serv/Private 0.00 920.25 Total Administrative Charges 6,000.00 77.30 5,079.75 0.00 920.25 84.66 87Page: 07/18/2013 CITY OF HERMOSA BEACH 88 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Myrtle Dist Admin Exp Fund137 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 3,310.00 274.00 3,310.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 3,310.00 274.00 3,310.00 0.00 0.00 100.00 Total Myrtle Dist Admin Exp Fund 9,310.00 351.30 8,389.75 0.00 920.25 90.12 88Page: 07/18/2013 CITY OF HERMOSA BEACH 89 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Loma Dist Admin Exp Fund138 Administrative Charges1219 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1219-4200 Contract Services 6,200.00 87.76 5,203.58 83.931219-4201 Contract Serv/Private 0.00 996.42 Total Administrative Charges 6,200.00 87.76 5,203.58 0.00 996.42 83.93 89Page: 07/18/2013 CITY OF HERMOSA BEACH 90 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Loma Dist Admin Exp Fund138 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 3,783.00 318.00 3,783.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 3,783.00 318.00 3,783.00 0.00 0.00 100.00 Total Loma Dist Admin Exp Fund 9,983.00 405.76 8,986.58 0.00 996.42 90.02 90Page: 07/18/2013 CITY OF HERMOSA BEACH 91 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Beach Dr Assmnt Dist Admin Exp Fund139 Administrative Charges1219 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1219-4200 Contract Services 1,700.00 0.00 1,149.42 67.611219-4201 Contract Serv/Private 0.00 550.58 Total Administrative Charges 1,700.00 0.00 1,149.42 0.00 550.58 67.61 91Page: 07/18/2013 CITY OF HERMOSA BEACH 92 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Beach Dr Assmnt Dist Admin Exp Fund139 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other 1,155.00 99.00 1,155.00 100.001299-4399 Operating Transfers Out 0.00 0.00 Total Interfund Transfers Out 1,155.00 99.00 1,155.00 0.00 0.00 100.00 Total Beach Dr Assmnt Dist Admin Exp Fund 2,855.00 99.00 2,304.42 0.00 550.58 80.72 92Page: 07/18/2013 CITY OF HERMOSA BEACH 93 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Community Dev Block Grant140 City Facilities Conditions and ADA Asses8655 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8655-4200 Contract Services Total Community Dev Block Grant 0.00 0.00 0.00 0.00 0.00 0.00 93Page: 07/18/2013 CITY OF HERMOSA BEACH 94 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Interfund Transfers Out 0.00 0.00 0.00 0.00 0.00 0.00 94Page: 07/18/2013 CITY OF HERMOSA BEACH 95 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Bus Pass Subsidy3403 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3403-4200 Contract Services 3,300.00 178.00 2,090.00 63.333403-4251 Contract Service/Govt 0.00 1,210.00 Total Bus Pass Subsidy 3,300.00 178.00 2,090.00 0.00 1,210.00 63.33 95Page: 07/18/2013 CITY OF HERMOSA BEACH 96 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Dial-A-Taxi Program3404 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3404-4200 Contract Services 69,000.00 11,079.04 54,639.59 100.003404-4201 Contract Serv/Private 14,360.41 0.00 Total Dial-A-Taxi Program 69,000.00 11,079.04 54,639.59 14,360.41 0.00 100.00 96Page: 07/18/2013 CITY OF HERMOSA BEACH 97 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Commuter Express3408 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3408-4100 Personal Services 2,627.00 210.30 2,315.31 88.143408-4102 Regular Salaries 0.00 311.69 Total Personal Services 2,627.00 210.30 2,315.31 0.00 311.69 88.14 3408-4200 Contract Services 16,692.00 0.00 0.00 0.003408-4251 Contract Service/Govt 0.00 16,692.00 Total Contract Services 16,692.00 0.00 0.00 0.00 16,692.00 0.00 Total Commuter Express 19,319.00 210.30 2,315.31 0.00 17,003.69 11.98 97Page: 07/18/2013 CITY OF HERMOSA BEACH 98 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Recreation Transportation3409 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3409-4200 Contract Services 40,000.00 1,080.00 28,382.65 70.963409-4201 Contract Serv/Private 0.00 11,617.35 Total Recreation Transportation 40,000.00 1,080.00 28,382.65 0.00 11,617.35 70.96 98Page: 07/18/2013 CITY OF HERMOSA BEACH 99 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Special Event Shuttle3410 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3410-4200 Contract Services 3,000.00 0.00 3,000.00 100.003410-4201 Contract Serv/Private 0.00 0.00 Total Special Event Shuttle 3,000.00 0.00 3,000.00 0.00 0.00 100.00 99Page: 07/18/2013 CITY OF HERMOSA BEACH 100 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 After School Program Shuttle3411 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3411-4200 Contract Services 36,000.00 3,910.00 39,560.00 109.893411-4201 Contract Serv/Private 0.00 -3,560.00 Total After School Program Shuttle 36,000.00 3,910.00 39,560.00 0.00 -3,560.00 109.89 100Page: 07/18/2013 CITY OF HERMOSA BEACH 101 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Beach Cities Transit Line 1093412 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3412-4200 Contract Services 18,940.00 3,103.75 9,311.25 98.323412-4251 Contract Services/Gov't 9,311.25 317.50 Total Beach Cities Transit Line 109 18,940.00 3,103.75 9,311.25 9,311.25 317.50 98.32 101Page: 07/18/2013 CITY OF HERMOSA BEACH 102 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Pier Ave/Hermosa Ave to PCH8116 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8116-4200 Contract Services 2,650.00 0.00 0.00 0.008116-4201 Contract Serv/Private 0.00 2,650.00 Total Pier Ave/Hermosa Ave to PCH 2,650.00 0.00 0.00 0.00 2,650.00 0.00 102Page: 07/18/2013 CITY OF HERMOSA BEACH 103 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 PCH-Aviation Beautification Project8143 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8143-4200 Contract Services Total PCH-Aviation Beautification Project 0.00 0.00 0.00 0.00 0.00 0.00 Total Proposition A Fund 192,209.00 19,561.09 139,298.80 23,671.66 29,238.54 84.79 103Page: 07/18/2013 CITY OF HERMOSA BEACH 104 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition C Fund146 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Interfund Transfers Out 0.00 0.00 0.00 0.00 0.00 0.00 104Page: 07/18/2013 CITY OF HERMOSA BEACH 105 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition C Fund146 Pavement Management Study4208 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4208-4200 Contract Services 17,701.00 0.00 1,427.52 87.974208-4201 Contract Serv/Private 14,143.64 2,129.84 Total Pavement Management Study 17,701.00 0.00 1,427.52 14,143.64 2,129.84 87.97 105Page: 07/18/2013 CITY OF HERMOSA BEACH 106 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition C Fund146 Pier Ave/Hermosa Ave to PCH8116 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8116-4200 Contract Services 53,960.00 0.00 0.00 25.208116-4201 Contract Serv/Private 13,598.50 40,361.50 Total Pier Ave/Hermosa Ave to PCH 53,960.00 0.00 0.00 13,598.50 40,361.50 25.20 106Page: 07/18/2013 CITY OF HERMOSA BEACH 107 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition C Fund146 Protective Bollards at Pier Plaza8139 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8139-4200 Contract Services 65,000.00 61,750.00 61,750.00 95.008139-4201 Contract Serv/Private 0.00 3,250.00 Total Protective Bollards at Pier Plaza 65,000.00 61,750.00 61,750.00 0.00 3,250.00 95.00 107Page: 07/18/2013 CITY OF HERMOSA BEACH 108 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition C Fund146 PCH-Aviation Beautification Project8143 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8143-4200 Contract Services 128,000.00 0.00 38,180.39 78.478143-4201 Contract Serv/Private 62,265.61 27,554.00 Total PCH-Aviation Beautification Project 128,000.00 0.00 38,180.39 62,265.61 27,554.00 78.47 Total Proposition C Fund 264,661.00 61,750.00 101,357.91 90,007.75 73,295.34 72.31 108Page: 07/18/2013 CITY OF HERMOSA BEACH 109 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Measure R Fund147 Citywide St Impr/Various Locations8127 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8127-4100 Personal Services Total Personal Services 0.00 0.00 0.00 0.00 0.00 0.00 8127-4200 Contract Services 200,000.00 67,899.98 67,899.98 33.958127-4201 Contract Serv/Private 0.00 132,100.02 Total Citywide St Impr/Various Locations 200,000.00 67,899.98 67,899.98 0.00 132,100.02 33.95 109Page: 07/18/2013 CITY OF HERMOSA BEACH 110 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Measure R Fund147 Protective Bollards at Pier Plaza8139 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8139-4200 Contract Services 65,000.00 19,913.90 19,913.90 30.648139-4201 Contract Serv/Private 0.00 45,086.10 Total Protective Bollards at Pier Plaza 65,000.00 19,913.90 19,913.90 0.00 45,086.10 30.64 110Page: 07/18/2013 CITY OF HERMOSA BEACH 111 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Measure R Fund147 PCH Traffic Improvements8160 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8160-4200 Contract Services 88,000.00 0.00 0.00 3.418160-4201 Contract Serv/Private 3,000.00 85,000.00 Total PCH Traffic Improvements 88,000.00 0.00 0.00 3,000.00 85,000.00 3.41 111Page: 07/18/2013 CITY OF HERMOSA BEACH 112 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Measure R Fund147 Herm View Elem Safe Rte to School Grant8179 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8179-4200 Contract Services 33,477.00 5,285.69 17,472.47 68.508179-4201 Contract Serv/Private 5,459.73 10,544.80 Total Herm View Elem Safe Rte to School Grant 33,477.00 5,285.69 17,472.47 5,459.73 10,544.80 68.50 Total Measure R Fund 386,477.00 93,099.57 105,286.35 8,459.73 272,730.92 29.43 112Page: 07/18/2013 CITY OF HERMOSA BEACH 113 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Bulletproof Vest Partnership2111 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2111-4300 Materials/Supplies/Other 1,732.00 0.00 432.83 99.982111-4350 Safety Gear 1,298.91 0.26 Total Bulletproof Vest Partnership 1,732.00 0.00 432.83 1,298.91 0.26 99.98 113Page: 07/18/2013 CITY OF HERMOSA BEACH 114 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Fire Department (OJP Equip Grant)2201 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2201-5400 Equipment/Furniture 83,696.00 0.00 0.00 0.002201-5405 Equipment more than $5,000 0.00 83,696.00 Total Fire Department (OJP Equip Grant) 83,696.00 0.00 0.00 0.00 83,696.00 0.00 114Page: 07/18/2013 CITY OF HERMOSA BEACH 115 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 State Homeland Sec Grant/Fire2203 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2203-4100 Personal Services 28,773.00 0.00 0.00 0.002203-4106 Regular Overtime 0.00 28,773.00 Total Personal Services 28,773.00 0.00 0.00 0.00 28,773.00 0.00 2203-4200 Contract Services 6,000.00 0.00 0.00 0.002203-4251 Contract Services/Gov't 0.00 6,000.00 Total Contract Services 6,000.00 0.00 0.00 0.00 6,000.00 0.00 2203-4300 Materials/Supplies/Other 24,803.00 0.00 21,767.30 87.762203-4350 Safety Gear 0.00 3,035.70 Total Materials/Supplies/Other 24,803.00 0.00 21,767.30 0.00 3,035.70 87.76 2203-5400 Equipment/Furniture 0.00 0.00 1,822.19 0.002203-5402 Equip-More Than $1,000 0.00 -1,822.19 Total Equipment/Furniture 0.00 0.00 1,822.19 0.00 -1,822.19 0.00 Total State Homeland Sec Grant/Fire 59,576.00 0.00 23,589.49 0.00 35,986.51 39.60 115Page: 07/18/2013 CITY OF HERMOSA BEACH 116 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Fireman's Fund Emerg Prep Prog Grant2225 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2225-4200 Contract Services 0.00 0.00 -10,000.00 0.002225-4201 Contract Serv/Private 0.00 10,000.00 Total Fireman's Fund Emerg Prep Prog Grant 0.00 0.00 -10,000.00 0.00 10,000.00 0.00 116Page: 07/18/2013 CITY OF HERMOSA BEACH 117 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Beverage Recycle Grant3102 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3102-4200 Contract Services 8,378.00 190.00 2,598.75 100.003102-4201 Contract Serv/Private 5,779.25 0.00 Total Beverage Recycle Grant 8,378.00 190.00 2,598.75 5,779.25 0.00 100.00 117Page: 07/18/2013 CITY OF HERMOSA BEACH 118 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Community Dev/Planning4101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4101-4200 Contract Services Total Community Dev/Planning 0.00 0.00 0.00 0.00 0.00 0.00 118Page: 07/18/2013 CITY OF HERMOSA BEACH 119 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 General Plan & Coastal Plan Update4104 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4104-4200 Contract Services 410,000.00 0.00 0.00 0.004104-4201 Contract Serv/Private 0.00 410,000.00 Total Contract Services 410,000.00 0.00 0.00 0.00 410,000.00 0.00 4104-4300 Materials/Supplies/Other Total Materials/Supplies/Other 0.00 0.00 0.00 0.00 0.00 0.00 Total General Plan & Coastal Plan Update 410,000.00 0.00 0.00 0.00 410,000.00 0.00 119Page: 07/18/2013 CITY OF HERMOSA BEACH 120 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Pier Ave/Hermosa Ave to PCH8116 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8116-4200 Contract Services 28,483.00 0.00 2,546.67 99.818116-4201 Contract Serv/Private 25,883.54 52.79 Total Pier Ave/Hermosa Ave to PCH 28,483.00 0.00 2,546.67 25,883.54 52.79 99.81 120Page: 07/18/2013 CITY OF HERMOSA BEACH 121 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 St Impr/Herm Ave 26th to 35th/Longfellow8119 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8119-4200 Contract Services 165,557.00 0.00 0.00 0.008119-4201 Contract Serv/Private 0.00 165,557.00 Total St Impr/Herm Ave 26th to 35th/Longfellow 165,557.00 0.00 0.00 0.00 165,557.00 0.00 121Page: 07/18/2013 CITY OF HERMOSA BEACH 122 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Valley Ardmore8137 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8137-4200 Contract Services 9,282.00 0.00 0.00 0.008137-4201 Contract Serv/Private 0.00 9,282.00 Total Valley Ardmore 9,282.00 0.00 0.00 0.00 9,282.00 0.00 122Page: 07/18/2013 CITY OF HERMOSA BEACH 123 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 PCH-Aviation Beautification Project8143 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8143-4200 Contract Services Total PCH-Aviation Beautification Project 0.00 0.00 0.00 0.00 0.00 0.00 123Page: 07/18/2013 CITY OF HERMOSA BEACH 124 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 PCH Traffic Improvements8160 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8160-4100 Personal Services Total Personal Services 0.00 0.00 0.00 0.00 0.00 0.00 8160-4200 Contract Services Total PCH Traffic Improvements 0.00 0.00 0.00 0.00 0.00 0.00 124Page: 07/18/2013 CITY OF HERMOSA BEACH 125 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Herm View Elem Safe Rte to School Grant8179 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8179-4200 Contract Services 302,208.00 47,571.17 153,759.70 61.148179-4201 Contract Serv/Private 31,005.08 117,443.22 Total Herm View Elem Safe Rte to School Grant 302,208.00 47,571.17 153,759.70 31,005.08 117,443.22 61.14 125Page: 07/18/2013 CITY OF HERMOSA BEACH 126 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Herm Strand Infiltration Trench-Prop 508420 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8420-4200 Contract Services 44,201.00 72.45 12,221.38 44.218420-4201 Contract Serv/Private 7,319.20 24,660.42 Total Herm Strand Infiltration Trench-Prop 50 44,201.00 72.45 12,221.38 7,319.20 24,660.42 44.21 126Page: 07/18/2013 CITY OF HERMOSA BEACH 127 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Citywide Energy Conservation Upgrades8656 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8656-4200 Contract Services Total Citywide Energy Conservation Upgrades 0.00 0.00 0.00 0.00 0.00 0.00 127Page: 07/18/2013 CITY OF HERMOSA BEACH 128 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Energy Eff & Conserv Block Grant (ARRA)8662 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8662-5400 Equipment/Furniture 0.00 0.00 -258.36 0.008662-5401 Equip-Less Than $1,000 0.00 258.36 Total Energy Eff & Conserv Block Grant (ARRA) 0.00 0.00 -258.36 0.00 258.36 0.00 Total Grants Fund 1,113,113.00 47,833.62 184,890.46 71,285.98 856,936.56 23.01 128Page: 07/18/2013 CITY OF HERMOSA BEACH 129 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Air Quality Mgmt Dist Fund152 Emission Control3701 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3701-4300 Materials/Supplies/Other 3,600.00 0.00 240.00 6.673701-4327 AQMD Incentives 0.00 3,360.00 Total Materials/Supplies/Other 3,600.00 0.00 240.00 0.00 3,360.00 6.67 3701-5400 Equipment/Furniture 104,039.00 0.00 0.00 0.003701-5403 Vehicles 0.00 104,039.00 Total Equipment/Furniture 104,039.00 0.00 0.00 0.00 104,039.00 0.00 Total Emission Control 107,639.00 0.00 240.00 0.00 107,399.00 0.22 129Page: 07/18/2013 CITY OF HERMOSA BEACH 130 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Air Quality Mgmt Dist Fund152 Pier Ave/Hermosa Ave to PCH8116 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8116-4200 Contract Services Total Pier Ave/Hermosa Ave to PCH 0.00 0.00 0.00 0.00 0.00 0.00 Total Air Quality Mgmt Dist Fund 107,639.00 0.00 240.00 0.00 107,399.00 0.22 130Page: 07/18/2013 CITY OF HERMOSA BEACH 131 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Supp Law Enf Serv Fund (SLESF)153 C.O.P.S. Program2106 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2106-4200 Contract Services 36,954.00 269.28 30,158.43 81.612106-4201 Contract Serv/Private 0.00 6,795.57 Total Contract Services 36,954.00 269.28 30,158.43 0.00 6,795.57 81.61 2106-4300 Materials/Supplies/Other 0.00 394.27 394.27 0.002106-4311 Auto Maintenance 0.00 -394.27 Total Materials/Supplies/Other 0.00 394.27 394.27 0.00 -394.27 0.00 2106-5400 Equipment/Furniture 16,244.00 0.00 16,244.26 100.002106-5402 Equip-More Than $1,000 0.00 -0.26 224,483.00 0.00 73,739.64 32.852106-5405 Equipment more than $5,000 0.00 150,743.36 Total Equipment/Furniture 240,727.00 0.00 89,983.90 0.00 150,743.10 37.38 Total Supp Law Enf Serv Fund (SLESF) 277,681.00 663.55 120,536.60 0.00 157,144.40 43.41 131Page: 07/18/2013 CITY OF HERMOSA BEACH 132 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Sewer Fund160 Sewers/Storm Drains3102 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3102-4100 Personal Services 161,160.00 6,303.20 75,850.47 47.073102-4102 Regular Salaries 0.00 85,309.53 7,000.00 0.00 36.75 0.533102-4106 Regular Overtime 0.00 6,963.25 9,814.00 65.80 4,057.71 41.353102-4111 Accrual Cash In 0.00 5,756.29 38,669.00 1,311.40 17,334.44 44.833102-4180 Retirement 0.00 21,334.56 38,766.00 1,131.80 13,373.45 34.503102-4188 Employee Benefits 0.00 25,392.55 2,049.00 93.45 1,172.37 57.223102-4189 Medicare Benefits 0.00 876.63 14,095.00 2,350.00 14,100.00 100.043102-4190 Other Post Employment Benefits (OPEB) 0.00 -5.00 Total Personal Services 271,553.00 11,255.65 125,925.19 0.00 145,627.81 46.37 3102-4200 Contract Services 259,885.00 41,040.36 192,383.03 81.813102-4201 Contract Serv/Private 20,237.04 47,264.93 27,845.00 0.00 8,800.00 31.603102-4251 Contract Service/Govt 0.00 19,045.00 Total Contract Services 287,730.00 41,040.36 201,183.03 20,237.04 66,309.93 76.95 3102-4300 Materials/Supplies/Other 822.00 146.86 791.33 96.273102-4303 Utilities 0.00 30.67 19,000.00 792.24 6,775.86 35.663102-4309 Maintenance Materials 0.00 12,224.14 667.00 51.00 667.00 100.003102-4394 Building Maintenance Charges 0.00 0.00 48,467.00 4,038.00 48,467.00 100.003102-4395 Equip Replacement Charges 0.00 0.00 42,140.00 3,508.00 42,140.00 100.003102-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 111,096.00 8,536.10 98,841.19 0.00 12,254.81 88.97 3102-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Sewers/Storm Drains 670,379.00 60,832.11 425,949.41 20,237.04 224,192.55 66.56 132Page: 07/18/2013 CITY OF HERMOSA BEACH 133 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Sewer Fund160 Used Oil Block Grant3105 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3105-4200 Contract Services 5,948.00 541.25 3,467.50 100.003105-4201 Contract Serv/Private 2,480.50 0.00 Total Used Oil Block Grant 5,948.00 541.25 3,467.50 2,480.50 0.00 100.00 133Page: 07/18/2013 CITY OF HERMOSA BEACH 134 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Sewer Fund160 Storwater Improvements8308 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8308-4200 Contract Services Total Storwater Improvements 0.00 0.00 0.00 0.00 0.00 0.00 134Page: 07/18/2013 CITY OF HERMOSA BEACH 135 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Sewer Fund160 Sewer Impr Various Locations 20128401 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8401-4200 Contract Services 723,337.00 2,755.80 340,403.03 57.138401-4201 Contract Serv/Private 72,870.29 310,063.68 Total Sewer Impr Various Locations 2012 723,337.00 2,755.80 340,403.03 72,870.29 310,063.68 57.13 135Page: 07/18/2013 CITY OF HERMOSA BEACH 136 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Sewer Fund160 Storm Drain Impr/Various Locations8426 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8426-4200 Contract Services 224,849.00 0.00 60,904.85 33.258426-4201 Contract Serv/Private 13,849.57 150,094.58 Total Storm Drain Impr/Various Locations 224,849.00 0.00 60,904.85 13,849.57 150,094.58 33.25 Total Sewer Fund 1,624,513.00 64,129.16 830,724.79 109,437.40 684,350.81 57.87 136Page: 07/18/2013 CITY OF HERMOSA BEACH 137 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Asset Seizure/Forft Fund170 Special Investigations2103 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2103-4900 Depreciation Total Special Investigations 0.00 0.00 0.00 0.00 0.00 0.00 137Page: 07/18/2013 CITY OF HERMOSA BEACH 138 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Asset Seizure/Forft Fund170 Police K-9 Program2105 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2105-4200 Contract Services 2,000.00 500.48 1,032.82 51.642105-4201 Contract Serv/Private 0.00 967.18 Total Contract Services 2,000.00 500.48 1,032.82 0.00 967.18 51.64 2105-4300 Materials/Supplies/Other 2,200.00 177.63 1,113.86 50.632105-4309 Maintenance Materials 0.00 1,086.14 3,000.00 0.00 1,015.05 33.842105-4317 Conference/Training 0.00 1,984.95 Total Materials/Supplies/Other 5,200.00 177.63 2,128.91 0.00 3,071.09 40.94 2105-4900 Depreciation Total Depreciation 0.00 0.00 0.00 0.00 0.00 0.00 2105-5400 Equipment/Furniture 600.00 0.00 0.00 0.002105-5401 Equip-Less Than $1,000 0.00 600.00 Total Equipment/Furniture 600.00 0.00 0.00 0.00 600.00 0.00 Total Asset Seizure/Forft Fund 7,800.00 678.11 3,161.73 0.00 4,638.27 40.54 138Page: 07/18/2013 CITY OF HERMOSA BEACH 139 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Fire Protection Fund180 Fire Station Renovation & Upgrades8606 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8606-4200 Contract Services 43,530.00 11,639.54 28,937.17 97.178606-4201 Contract Serv/Private 13,360.46 1,232.37 Total Fire Protection Fund 43,530.00 11,639.54 28,937.17 13,360.46 1,232.37 97.17 139Page: 07/18/2013 CITY OF HERMOSA BEACH 140 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 CIP Administration4203 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4203-4100 Personal Services 22,924.00 1,778.40 22,607.32 98.624203-4102 Regular Salaries 0.00 316.68 0.00 98.72 2,298.92 0.004203-4111 Accrual Cash In 0.00 -2,298.92 5,545.00 366.02 5,144.37 92.774203-4180 Retirement 0.00 400.63 3,171.00 263.47 3,156.52 99.544203-4188 Employee Benefits 0.00 14.48 348.00 28.75 379.47 109.044203-4189 Medicare Benefits 0.00 -31.47 Total Personal Services 31,988.00 2,535.36 33,586.60 0.00 -1,598.60 105.00 4203-4200 Contract Services 164,320.00 22,120.00 147,335.00 100.004203-4201 Contract Serv/Private 16,985.00 0.00 Total Contract Services 164,320.00 22,120.00 147,335.00 16,985.00 0.00 100.00 Total CIP Administration 196,308.00 24,655.36 180,921.60 16,985.00 -1,598.60 100.81 140Page: 07/18/2013 CITY OF HERMOSA BEACH 141 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Pier Ave/Hermosa Ave to PCH8116 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8116-4200 Contract Services 19,724.00 0.00 258.36 1.318116-4201 Contract Serv/Private 0.00 19,465.64 Total Pier Ave/Hermosa Ave to PCH 19,724.00 0.00 258.36 0.00 19,465.64 1.31 141Page: 07/18/2013 CITY OF HERMOSA BEACH 142 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 St Impr/Herm Ave 26th to 35th/Longfellow8119 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8119-4200 Contract Services 3,479.00 0.00 0.00 99.998119-4201 Contract Serv/Private 3,478.50 0.50 Total St Impr/Herm Ave 26th to 35th/Longfellow 3,479.00 0.00 0.00 3,478.50 0.50 99.99 142Page: 07/18/2013 CITY OF HERMOSA BEACH 143 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Citywide St Impr/Various Locations8127 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8127-4200 Contract Services 492,897.00 20,987.58 24,907.58 7.598127-4201 Contract Serv/Private 12,483.05 455,506.37 Total Citywide St Impr/Various Locations 492,897.00 20,987.58 24,907.58 12,483.05 455,506.37 7.59 143Page: 07/18/2013 CITY OF HERMOSA BEACH 144 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Valley Ardmore8137 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8137-4200 Contract Services 4,705.00 0.00 0.00 0.008137-4201 Contract Serv/Private 0.00 4,705.00 Total Valley Ardmore 4,705.00 0.00 0.00 0.00 4,705.00 0.00 144Page: 07/18/2013 CITY OF HERMOSA BEACH 145 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Gould Avenue Street Improvements8141 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8141-4200 Contract Services 42,120.00 0.00 0.00 0.008141-4201 Contract Serv/Private 0.00 42,120.00 Total Gould Avenue Street Improvements 42,120.00 0.00 0.00 0.00 42,120.00 0.00 145Page: 07/18/2013 CITY OF HERMOSA BEACH 146 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Sewer Impr Various Locations 20128401 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8401-4200 Contract Services 193,600.00 0.00 56,472.10 43.468401-4201 Contract Serv/Private 27,667.90 109,460.00 Total Sewer Impr Various Locations 2012 193,600.00 0.00 56,472.10 27,667.90 109,460.00 43.46 146Page: 07/18/2013 CITY OF HERMOSA BEACH 147 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Herm Strand Infiltration Trench-Prop 508420 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8420-4200 Contract Services 13,227.00 34.02 34.02 0.268420-4201 Contract Serv/Private 0.00 13,192.98 Total Herm Strand Infiltration Trench-Prop 50 13,227.00 34.02 34.02 0.00 13,192.98 0.26 147Page: 07/18/2013 CITY OF HERMOSA BEACH 148 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Storm Drain Impr/Various Locations8426 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8426-4200 Contract Services 47,720.00 0.00 0.00 0.008426-4201 Contract Serv/Private 0.00 47,720.00 Total Storm Drain Impr/Various Locations 47,720.00 0.00 0.00 0.00 47,720.00 0.00 148Page: 07/18/2013 CITY OF HERMOSA BEACH 149 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 14Th. St. Beach Restroom Rehabilitation8631 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8631-4200 Contract Services Total 14Th. St. Beach Restroom Rehabilitation 0.00 0.00 0.00 0.00 0.00 0.00 149Page: 07/18/2013 CITY OF HERMOSA BEACH 150 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Comm Ctr General Improvements8649 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8649-4200 Contract Services 66,100.00 24,565.10 46,154.14 74.358649-4201 Contract Serv/Private 2,991.63 16,954.23 Total Comm Ctr General Improvements 66,100.00 24,565.10 46,154.14 2,991.63 16,954.23 74.35 150Page: 07/18/2013 CITY OF HERMOSA BEACH 151 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 City Fac. ADA Transition Plan & Improv.8655 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8655-4200 Contract Services Total City Fac. ADA Transition Plan & Improv. 0.00 0.00 0.00 0.00 0.00 0.00 151Page: 07/18/2013 CITY OF HERMOSA BEACH 152 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Energy Eff & Conserv Block Grant (ARRA)8662 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8662-4200 Contract Services Total Energy Eff & Conserv Block Grant (ARRA) 0.00 0.00 0.00 0.00 0.00 0.00 Total Capital Improvement Fund 1,079,880.00 70,242.06 308,747.80 63,606.08 707,526.12 34.48 152Page: 07/18/2013 CITY OF HERMOSA BEACH 153 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Artesia Blvd Relinquishment302 Street Maint/Traffic Safety3104 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3104-4200 Contract Services 3,989.00 950.00 3,700.00 100.003104-4201 Contract Serv/Private 289.00 0.00 4,000.00 518.46 3,400.97 100.003104-4251 Contract Services/Gov't 599.03 0.00 Total Artesia Blvd Relinquishment 7,989.00 1,468.46 7,100.97 888.03 0.00 100.00 153Page: 07/18/2013 CITY OF HERMOSA BEACH 154 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lwr Pier Assmnt Dist Impr Fund305 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Materials/Supplies/Other 0.00 0.00 0.00 0.00 0.00 0.00 Total Lwr Pier Assmnt Dist Impr Fund 0.00 0.00 0.00 0.00 0.00 0.00 154Page: 07/18/2013 CITY OF HERMOSA BEACH 155 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Myrtle Util Undrgrnd Impr Fund307 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Materials/Supplies/Other 0.00 0.00 0.00 0.00 0.00 0.00 Total Myrtle Util Undrgrnd Impr Fund 0.00 0.00 0.00 0.00 0.00 0.00 155Page: 07/18/2013 CITY OF HERMOSA BEACH 156 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Loma Util Undrgrnd Improv Fund308 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Materials/Supplies/Other 0.00 0.00 0.00 0.00 0.00 0.00 Total Loma Util Undrgrnd Improv Fund 0.00 0.00 0.00 0.00 0.00 0.00 156Page: 07/18/2013 CITY OF HERMOSA BEACH 157 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Bayview Dr Util Undrgrndng Dist Imp Fund309 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Materials/Supplies/Other 0.00 0.00 0.00 0.00 0.00 0.00 Total Bayview Dr Util Undrgrndng Dist Imp Fund 0.00 0.00 0.00 0.00 0.00 0.00 157Page: 07/18/2013 CITY OF HERMOSA BEACH 158 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Beach Dr Assessment Dist Improvmnt Fund311 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Beach Dr Assessment Dist Improvmnt Fund 0.00 0.00 0.00 0.00 0.00 0.00 158Page: 07/18/2013 CITY OF HERMOSA BEACH 159 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Insurance Fund705 Liability Insurance1209 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1209-4100 Personal Services 32,314.00 2,562.35 25,551.01 79.071209-4102 Regular Salaries 0.00 6,762.99 790.00 0.00 1,780.18 225.341209-4111 Accrual Cash In 0.00 -990.18 6,638.00 453.35 5,258.59 79.221209-4180 Retirement 0.00 1,379.41 6,983.00 568.47 5,445.48 77.981209-4188 Employee Benefits 0.00 1,537.52 483.00 40.09 413.98 85.711209-4189 Medicare Benefits 0.00 69.02 Total Personal Services 47,208.00 3,624.26 38,449.24 0.00 8,758.76 81.45 1209-4200 Contract Services 614,302.00 11,473.76 510,447.44 83.091209-4201 Contract Serv/Private 0.00 103,854.56 Total Contract Services 614,302.00 11,473.76 510,447.44 0.00 103,854.56 83.09 1209-4300 Materials/Supplies/Other 200.00 0.00 55.61 27.811209-4305 Office Oper Supplies 0.00 144.39 360.00 0.00 0.00 0.001209-4315 Membership 0.00 360.00 626,470.00 23,482.23 138,057.30 22.041209-4324 Claims/Settlements 0.00 488,412.70 Total Materials/Supplies/Other 627,030.00 23,482.23 138,112.91 0.00 488,917.09 22.03 Total Liability Insurance 1,288,540.00 38,580.25 687,009.59 0.00 601,530.41 53.32 159Page: 07/18/2013 CITY OF HERMOSA BEACH 160 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Insurance Fund705 Auto/Property/Bonds1210 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1210-4200 Contract Services 48,440.00 0.00 32,302.00 66.681210-4201 Contract Serv/Private 0.00 16,138.00 Total Contract Services 48,440.00 0.00 32,302.00 0.00 16,138.00 66.68 1210-4300 Materials/Supplies/Other 10,000.00 0.00 0.00 0.001210-4324 Claims/Settlements 0.00 10,000.00 Total Materials/Supplies/Other 10,000.00 0.00 0.00 0.00 10,000.00 0.00 Total Auto/Property/Bonds 58,440.00 0.00 32,302.00 0.00 26,138.00 55.27 160Page: 07/18/2013 CITY OF HERMOSA BEACH 161 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Insurance Fund705 Unemployment1215 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1215-4100 Personal Services 10,000.00 0.00 3,482.55 34.831215-4186 Unemployment Claims 0.00 6,517.45 Total Unemployment 10,000.00 0.00 3,482.55 0.00 6,517.45 34.83 161Page: 07/18/2013 CITY OF HERMOSA BEACH 162 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Insurance Fund705 Workers' Compensation1217 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1217-4100 Personal Services 32,313.00 2,562.38 25,551.37 79.071217-4102 Regular Salaries 0.00 6,761.63 790.00 0.00 1,780.22 225.341217-4111 Accrual Cash In 0.00 -990.22 6,638.00 453.35 5,258.64 79.221217-4180 Retirement 0.00 1,379.36 6,983.00 568.50 5,445.70 77.991217-4188 Employee Benefits 0.00 1,537.30 484.00 40.09 413.98 85.531217-4189 Medicare Benefits 0.00 70.02 Total Personal Services 47,208.00 3,624.32 38,449.91 0.00 8,758.09 81.45 1217-4200 Contract Services 157,895.00 0.00 173,302.00 109.761217-4201 Contract Serv/Private 0.00 -15,407.00 Total Contract Services 157,895.00 0.00 173,302.00 0.00 -15,407.00 109.76 1217-4300 Materials/Supplies/Other 100.00 0.46 25.61 25.611217-4305 Office Oper Supplies 0.00 74.39 1,000.00 0.00 0.00 0.001217-4317 Conference/Training 0.00 1,000.00 1,200,000.00 91,354.34 858,150.85 71.511217-4324 Claims/Settlements 0.00 341,849.15 Total Materials/Supplies/Other 1,201,100.00 91,354.80 858,176.46 0.00 342,923.54 71.45 Total Workers' Compensation 1,406,203.00 94,979.12 1,069,928.37 0.00 336,274.63 76.09 162Page: 07/18/2013 CITY OF HERMOSA BEACH 163 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Insurance Fund705 Benefit & Cost Analysis/Oil Project4105 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4105-4200 Contract Services 125,000.00 0.00 0.00 0.004105-4201 Contract Serv/Private 0.00 125,000.00 Total Benefit & Cost Analysis/Oil Project 125,000.00 0.00 0.00 0.00 125,000.00 0.00 163Page: 07/18/2013 CITY OF HERMOSA BEACH 164 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Insurance Fund705 Community Dialogue4106 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4106-4200 Contract Services 100,000.00 0.00 0.00 0.004106-4201 Contract Serv/Private 0.00 100,000.00 Total Contract Services 100,000.00 0.00 0.00 0.00 100,000.00 0.00 4106-4300 Materials/Supplies/Other Total Materials/Supplies/Other 0.00 0.00 0.00 0.00 0.00 0.00 Total Community Dialogue 100,000.00 0.00 0.00 0.00 100,000.00 0.00 Total Insurance Fund 2,988,183.00 133,559.37 1,792,722.51 0.00 1,195,460.49 59.99 164Page: 07/18/2013 CITY OF HERMOSA BEACH 165 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 City Council1101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1101-4900 Depreciation 15,611.00 0.00 0.00 0.001101-4901 Depreciation/Mach/Equipment 0.00 15,611.00 5,437.00 0.00 0.00 0.001101-4903 Depreciation/Bldgs 0.00 5,437.00 Total Depreciation 21,048.00 0.00 0.00 0.00 21,048.00 0.00 1101-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 1101-5600 Buildings/Improvements Total Buildings/Improvements 0.00 0.00 0.00 0.00 0.00 0.00 Total City Council 21,048.00 0.00 0.00 0.00 21,048.00 0.00 165Page: 07/18/2013 CITY OF HERMOSA BEACH 166 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 City Clerk1121 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1121-4200 Contract Services Total City Clerk 0.00 0.00 0.00 0.00 0.00 0.00 166Page: 07/18/2013 CITY OF HERMOSA BEACH 167 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Finance Cashier1204 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1204-4200 Contract Services 23,425.00 0.00 7,225.00 30.841204-4201 Contract Serv/Private 0.00 16,200.00 Total Contract Services 23,425.00 0.00 7,225.00 0.00 16,200.00 30.84 1204-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Finance Cashier 23,425.00 0.00 7,225.00 0.00 16,200.00 30.84 167Page: 07/18/2013 CITY OF HERMOSA BEACH 168 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Information Technology1206 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1206-4200 Contract Services 613,706.00 20,694.87 268,346.36 47.181206-4201 Contract Serv/Private 21,213.22 324,146.42 Total Contract Services 613,706.00 20,694.87 268,346.36 21,213.22 324,146.42 47.18 1206-4300 Materials/Supplies/Other 3,650.00 320.57 3,228.18 88.441206-4304 Telephone 0.00 421.82 17,050.00 2,484.69 16,657.39 97.701206-4305 Office Oper Supplies 0.00 392.61 49.00 5.00 49.00 100.001206-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 20,749.00 2,810.26 19,934.57 0.00 814.43 96.07 1206-4900 Depreciation 63,601.00 0.00 0.00 0.001206-4901 Depreciation/Mach/Equipment 0.00 63,601.00 Total Depreciation 63,601.00 0.00 0.00 0.00 63,601.00 0.00 1206-5400 Equipment/Furniture 78,289.00 15,894.11 45,270.78 57.831206-5401 Equip-Less Than $1,000 0.00 33,018.22 23,923.00 0.00 8,074.14 33.751206-5402 Equip-More Than $1,000 0.00 15,848.86 16,518.00 0.00 0.00 0.001206-5405 Equipment more than $5,000 0.00 16,518.00 Total Equipment/Furniture 118,730.00 15,894.11 53,344.92 0.00 65,385.08 44.93 Total Information Technology 816,786.00 39,399.24 341,625.85 21,213.22 453,946.93 44.42 168Page: 07/18/2013 CITY OF HERMOSA BEACH 169 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 General Appropriations1208 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1208-4200 Contract Services 6,181.00 512.18 7,382.30 119.441208-4201 Contract Serv/Private 0.00 -1,201.30 Total Contract Services 6,181.00 512.18 7,382.30 0.00 -1,201.30 119.44 1208-4900 Depreciation 6,956.00 0.00 0.00 0.001208-4901 Depreciation/Mach/Equipment 0.00 6,956.00 Total Depreciation 6,956.00 0.00 0.00 0.00 6,956.00 0.00 1208-5400 Equipment/Furniture 43,507.00 0.00 0.00 0.001208-5405 Equipment more than $5,000 0.00 43,507.00 Total Equipment/Furniture 43,507.00 0.00 0.00 0.00 43,507.00 0.00 Total General Appropriations 56,644.00 512.18 7,382.30 0.00 49,261.70 13.03 169Page: 07/18/2013 CITY OF HERMOSA BEACH 170 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Interfund Transfers Out1299 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 1299-4300 Materials/Supplies/Other Total Interfund Transfers Out 0.00 0.00 0.00 0.00 0.00 0.00 170Page: 07/18/2013 CITY OF HERMOSA BEACH 171 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Police2101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2101-4200 Contract Services 19,459.00 0.00 19,032.86 97.812101-4201 Contract Serv/Private 0.00 426.14 Total Contract Services 19,459.00 0.00 19,032.86 0.00 426.14 97.81 2101-4300 Materials/Supplies/Other 81,402.00 8,086.52 88,092.91 108.222101-4310 Motor Fuels And Lubes 0.00 -6,690.91 60,000.00 7,311.52 45,337.32 75.562101-4311 Auto Maintenance 0.00 14,662.68 Total Materials/Supplies/Other 141,402.00 15,398.04 133,430.23 0.00 7,971.77 94.36 2101-4900 Depreciation 61,910.00 0.00 0.00 0.002101-4901 Depreciation/Mach/Equipment 0.00 61,910.00 107,604.00 0.00 0.00 0.002101-4902 Depreciation/Vehicles 0.00 107,604.00 Total Depreciation 169,514.00 0.00 0.00 0.00 169,514.00 0.00 2101-5400 Equipment/Furniture 19,167.00 0.00 21,882.75 114.172101-5402 Equip-More Than $1,000 0.00 -2,715.75 151,472.00 0.00 152,162.54 100.462101-5403 Vehicles 0.00 -690.54 16,046.00 0.00 0.00 0.002101-5405 Equipment more than $5,000 0.00 16,046.00 Total Equipment/Furniture 186,685.00 0.00 174,045.29 0.00 12,639.71 93.23 Total Police 517,060.00 15,398.04 326,508.38 0.00 190,551.62 63.15 171Page: 07/18/2013 CITY OF HERMOSA BEACH 172 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Fire2201 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2201-4200 Contract Services 43,984.00 0.00 21,009.11 76.372201-4201 Contract Serv/Private 12,582.69 10,392.20 Total Contract Services 43,984.00 0.00 21,009.11 12,582.69 10,392.20 76.37 2201-4300 Materials/Supplies/Other 21,115.00 3,266.23 18,599.85 88.092201-4310 Motor Fuels And Lubes 0.00 2,515.15 63,479.00 12,176.34 36,529.19 61.542201-4311 Auto Maintenance 2,534.30 24,415.51 Total Materials/Supplies/Other 84,594.00 15,442.57 55,129.04 2,534.30 26,930.66 68.16 2201-4900 Depreciation 1,043.00 0.00 0.00 0.002201-4901 Depreciation/Mach/Equipment 0.00 1,043.00 84,272.00 0.00 0.00 0.002201-4902 Depreciation/Vehicles 0.00 84,272.00 Total Depreciation 85,315.00 0.00 0.00 0.00 85,315.00 0.00 2201-5400 Equipment/Furniture 67,050.00 0.00 0.00 0.002201-5405 Equipment more than $5,000 0.00 67,050.00 Total Equipment/Furniture 67,050.00 0.00 0.00 0.00 67,050.00 0.00 Total Fire 280,943.00 15,442.57 76,138.15 15,116.99 189,687.86 32.48 172Page: 07/18/2013 CITY OF HERMOSA BEACH 173 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Lighting/Landscaping/Medians2601 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 2601-4200 Contract Services 5,400.00 0.00 0.00 0.002601-4201 Contract Serv/Private 0.00 5,400.00 Total Contract Services 5,400.00 0.00 0.00 0.00 5,400.00 0.00 2601-4300 Materials/Supplies/Other 6,700.00 410.96 5,419.67 80.892601-4310 Motor Fuels And Lubes 0.00 1,280.33 1,300.00 53.77 186.81 14.372601-4311 Auto Maintenance 0.00 1,113.19 Total Materials/Supplies/Other 8,000.00 464.73 5,606.48 0.00 2,393.52 70.08 2601-4900 Depreciation 8,651.00 0.00 0.00 0.002601-4902 Depreciation/Vehicles 0.00 8,651.00 Total Depreciation 8,651.00 0.00 0.00 0.00 8,651.00 0.00 2601-5400 Equipment/Furniture 2,628.00 0.00 3,950.16 150.312601-5402 Equip-More Than $1,000 0.00 -1,322.16 Total Equipment/Furniture 2,628.00 0.00 3,950.16 0.00 -1,322.16 150.31 Total Lighting/Landscaping/Medians 24,679.00 464.73 9,556.64 0.00 15,122.36 38.72 173Page: 07/18/2013 CITY OF HERMOSA BEACH 174 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Sewers/Storm Drains3102 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3102-4200 Contract Services 5,000.00 0.00 0.00 0.003102-4201 Contract Serv/Private 0.00 5,000.00 Total Contract Services 5,000.00 0.00 0.00 0.00 5,000.00 0.00 3102-4300 Materials/Supplies/Other 1,000.00 0.00 0.00 0.003102-4309 Maintenance Materials 0.00 1,000.00 5,825.00 123.87 2,933.91 50.373102-4310 Motor Fuels And Lubes 0.00 2,891.09 2,384.00 0.00 6,052.04 253.863102-4311 Auto Maintenance 0.00 -3,668.04 Total Materials/Supplies/Other 9,209.00 123.87 8,985.95 0.00 223.05 97.58 3102-4900 Depreciation 2,032.00 0.00 0.00 0.003102-4901 Depreciation/Mach/Equipment 0.00 2,032.00 24,854.00 0.00 0.00 0.003102-4902 Depreciation/Vehicles 0.00 24,854.00 Total Depreciation 26,886.00 0.00 0.00 0.00 26,886.00 0.00 3102-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Sewers/Storm Drains 41,095.00 123.87 8,985.95 0.00 32,109.05 21.87 174Page: 07/18/2013 CITY OF HERMOSA BEACH 175 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Street Maint/Traffic Safety3104 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3104-4300 Materials/Supplies/Other 9,520.00 349.92 6,005.89 63.093104-4310 Motor Fuels And Lubes 0.00 3,514.11 2,977.00 0.00 2,391.57 80.333104-4311 Auto Maintenance 0.00 585.43 Total Materials/Supplies/Other 12,497.00 349.92 8,397.46 0.00 4,099.54 67.20 3104-4900 Depreciation 4,935.00 0.00 0.00 0.003104-4901 Depreciation/Mach/Equipment 0.00 4,935.00 12,551.00 0.00 0.00 0.003104-4902 Depreciation/Vehicles 0.00 12,551.00 Total Depreciation 17,486.00 0.00 0.00 0.00 17,486.00 0.00 3104-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Street Maint/Traffic Safety 29,983.00 349.92 8,397.46 0.00 21,585.54 28.01 175Page: 07/18/2013 CITY OF HERMOSA BEACH 176 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Downtown Enhancement3301 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3301-5400 Equipment/Furniture Total Downtown Enhancement 0.00 0.00 0.00 0.00 0.00 0.00 176Page: 07/18/2013 CITY OF HERMOSA BEACH 177 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Community Services3302 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 3302-4200 Contract Services 150.00 0.00 99.97 66.653302-4201 Contract Serv/Private 0.00 50.03 Total Contract Services 150.00 0.00 99.97 0.00 50.03 66.65 3302-4300 Materials/Supplies/Other 22,592.00 2,298.69 22,625.70 100.153302-4310 Motor Fuels And Lubes 0.00 -33.70 8,000.00 170.07 3,191.35 39.893302-4311 Auto Maintenance 0.00 4,808.65 Total Materials/Supplies/Other 30,592.00 2,468.76 25,817.05 0.00 4,774.95 84.39 3302-4900 Depreciation 5,969.00 0.00 0.00 0.003302-4901 Depreciation/Mach/Equipment 0.00 5,969.00 25,692.00 0.00 0.00 0.003302-4902 Depreciation/Vehicles 0.00 25,692.00 Total Depreciation 31,661.00 0.00 0.00 0.00 31,661.00 0.00 3302-5400 Equipment/Furniture 25,014.00 0.00 20,628.31 82.473302-5402 Equip-More Than $1,000 0.00 4,385.69 8,703.00 2,657.00 38,961.21 447.683302-5403 Vehicles 0.00 -30,258.21 Total Equipment/Furniture 33,717.00 2,657.00 59,589.52 0.00 -25,872.52 176.73 Total Community Services 96,120.00 5,125.76 85,506.54 0.00 10,613.46 88.96 177Page: 07/18/2013 CITY OF HERMOSA BEACH 178 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Community Dev/Building4201 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4201-4200 Contract Services Total Contract Services 0.00 0.00 0.00 0.00 0.00 0.00 4201-4300 Materials/Supplies/Other 2,805.00 91.47 1,394.40 49.714201-4310 Motor Fuels And Lubes 0.00 1,410.60 838.00 5.95 212.49 25.364201-4311 Auto Maintenance 0.00 625.51 Total Materials/Supplies/Other 3,643.00 97.42 1,606.89 0.00 2,036.11 44.11 4201-4900 Depreciation 2,909.00 0.00 0.00 0.004201-4902 Depreciation/Vehicles 0.00 2,909.00 Total Depreciation 2,909.00 0.00 0.00 0.00 2,909.00 0.00 4201-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Community Dev/Building 6,552.00 97.42 1,606.89 0.00 4,945.11 24.53 178Page: 07/18/2013 CITY OF HERMOSA BEACH 179 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Public Works Administration4202 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4202-4200 Contract Services 530.00 0.00 0.00 0.004202-4201 Contract Serv/Private 0.00 530.00 Total Contract Services 530.00 0.00 0.00 0.00 530.00 0.00 4202-4300 Materials/Supplies/Other 3,795.00 126.70 2,407.10 63.434202-4310 Motor Fuels And Lubes 0.00 1,387.90 1,904.00 58.04 267.71 14.064202-4311 Auto Maintenance 0.00 1,636.29 Total Materials/Supplies/Other 5,699.00 184.74 2,674.81 0.00 3,024.19 46.93 4202-4900 Depreciation 2,755.00 0.00 0.00 0.004202-4901 Depreciation/Mach/Equipment 0.00 2,755.00 4,800.00 0.00 0.00 0.004202-4902 Depreciation/Vehicles 0.00 4,800.00 Total Depreciation 7,555.00 0.00 0.00 0.00 7,555.00 0.00 4202-5400 Equipment/Furniture 35,000.00 0.00 0.00 0.004202-5403 Vehicles 0.00 35,000.00 Total Equipment/Furniture 35,000.00 0.00 0.00 0.00 35,000.00 0.00 Total Public Works Administration 48,784.00 184.74 2,674.81 0.00 46,109.19 5.48 179Page: 07/18/2013 CITY OF HERMOSA BEACH 180 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Building Maintenance4204 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4204-4200 Contract Services 115,204.00 7,854.46 14,825.01 12.874204-4201 Contract Serv/Private 0.00 100,378.99 Total Contract Services 115,204.00 7,854.46 14,825.01 0.00 100,378.99 12.87 4204-4300 Materials/Supplies/Other 450.00 86.31 425.06 94.464204-4310 Motor Fuels And Lubes 0.00 24.94 4,047.00 0.00 582.23 14.394204-4311 Auto Maintenance 0.00 3,464.77 Total Materials/Supplies/Other 4,497.00 86.31 1,007.29 0.00 3,489.71 22.40 4204-4900 Depreciation 3,923.00 0.00 0.00 0.004204-4901 Depreciation/Mach/Equipment 0.00 3,923.00 1,639.00 0.00 0.00 0.004204-4902 Depreciation/Vehicles 0.00 1,639.00 455.00 0.00 0.00 0.004204-4904 Depreciation/Improvements 0.00 455.00 Total Depreciation 6,017.00 0.00 0.00 0.00 6,017.00 0.00 4204-5400 Equipment/Furniture 165,730.00 0.00 0.00 0.004204-5402 Equip-More Than $1,000 0.00 165,730.00 Total Equipment/Furniture 165,730.00 0.00 0.00 0.00 165,730.00 0.00 4204-5600 Buildings/Improvements 5,200.00 0.00 0.00 0.004204-5602 Imprvmnts Other Than Bldgs 0.00 5,200.00 Total Buildings/Improvements 5,200.00 0.00 0.00 0.00 5,200.00 0.00 Total Building Maintenance 296,648.00 7,940.77 15,832.30 0.00 280,815.70 5.34 180Page: 07/18/2013 CITY OF HERMOSA BEACH 181 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Equipment Service4206 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4206-4100 Personal Services 65,570.00 5,907.05 70,107.28 106.924206-4102 Regular Salaries 0.00 -4,537.28 3,000.00 0.00 2,837.67 94.594206-4106 Regular Overtime 0.00 162.33 4,538.00 32.90 1,229.35 27.094206-4111 Accrual Cash In 0.00 3,308.65 16,223.00 1,255.50 16,332.26 100.674206-4180 Retirement 0.00 -109.26 18,571.00 1,557.26 18,354.62 98.834206-4188 Employee Benefits 0.00 216.38 1,054.00 86.64 1,081.68 102.634206-4189 Medicare Benefits 0.00 -27.68 15,112.00 2,518.00 15,108.00 99.974206-4190 Other Post Employment Benefits (OPEB) 0.00 4.00 Total Personal Services 124,068.00 11,357.35 125,050.86 0.00 -982.86 100.79 4206-4200 Contract Services 6,900.00 288.53 3,772.46 54.674206-4201 Contract Serv/Private 0.00 3,127.54 500.00 0.00 0.00 0.004206-4251 Contract Services/Govt 0.00 500.00 Total Contract Services 7,400.00 288.53 3,772.46 0.00 3,627.54 50.98 4206-4300 Materials/Supplies/Other 3,500.00 398.59 2,339.26 66.844206-4309 Maintenance Materials 0.00 1,160.74 2,300.00 833.70 2,111.11 91.794206-4310 Motor Fuels And Lubes 0.00 188.89 51,300.00 1,040.15 1,970.22 3.844206-4311 Auto Maintenance 0.00 49,329.78 49,077.00 4,098.00 49,077.00 100.004206-4396 Insurance User Charges 0.00 0.00 Total Materials/Supplies/Other 106,177.00 6,370.44 55,497.59 0.00 50,679.41 52.27 4206-4900 Depreciation 791.00 0.00 0.00 0.004206-4901 Depreciation/Mach/Equipment 0.00 791.00 Total Depreciation 791.00 0.00 0.00 0.00 791.00 0.00 4206-5400 Equipment/Furniture 1,375.00 0.00 3,104.34 225.774206-5402 Equip-More Than $1,000 0.00 -1,729.34 Total Equipment/Furniture 1,375.00 0.00 3,104.34 0.00 -1,729.34 225.77 Total Equipment Service 239,811.00 18,016.32 187,425.25 0.00 52,385.75 78.16 181Page: 07/18/2013 CITY OF HERMOSA BEACH 182 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Community Resources4601 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 4601-4200 Contract Services 780.00 0.00 794.83 101.904601-4201 Contract Serv/Private 0.00 -14.83 Total Contract Services 780.00 0.00 794.83 0.00 -14.83 101.90 4601-4300 Materials/Supplies/Other 2,200.00 186.28 1,786.68 81.214601-4310 Motor Fuels And Lubes 0.00 413.32 2,000.00 658.34 714.29 35.714601-4311 Auto Maintenance 0.00 1,285.71 Total Materials/Supplies/Other 4,200.00 844.62 2,500.97 0.00 1,699.03 59.55 4601-4900 Depreciation 2,191.00 0.00 0.00 0.004601-4901 Depreciation/Mach/Equipment 0.00 2,191.00 5,773.00 0.00 0.00 0.004601-4902 Depreciation/Vehicles 0.00 5,773.00 Total Depreciation 7,964.00 0.00 0.00 0.00 7,964.00 0.00 4601-5400 Equipment/Furniture 12,985.00 0.00 0.00 0.004601-5405 Equipment more than $5,000 0.00 12,985.00 Total Equipment/Furniture 12,985.00 0.00 0.00 0.00 12,985.00 0.00 Total Community Resources 25,929.00 844.62 3,295.80 0.00 22,633.20 12.71 182Page: 07/18/2013 CITY OF HERMOSA BEACH 183 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Parks6101 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 6101-4300 Materials/Supplies/Other 4,000.00 323.48 3,693.99 92.356101-4310 Motor Fuels And Lubes 0.00 306.01 1,300.00 0.00 672.41 51.726101-4311 Auto Maintenance 0.00 627.59 Total Materials/Supplies/Other 5,300.00 323.48 4,366.40 0.00 933.60 82.38 6101-4900 Depreciation 5,435.00 0.00 0.00 0.006101-4902 Depreciation/Vehicles 0.00 5,435.00 Total Depreciation 5,435.00 0.00 0.00 0.00 5,435.00 0.00 6101-5400 Equipment/Furniture Total Equipment/Furniture 0.00 0.00 0.00 0.00 0.00 0.00 Total Parks 10,735.00 323.48 4,366.40 0.00 6,368.60 40.67 183Page: 07/18/2013 CITY OF HERMOSA BEACH 184 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Civic Center Strategic Plan8609 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8609-4200 Contract Services 75,000.00 1,606.00 57,591.00 100.008609-4201 Contract Serv/Private 17,409.00 0.00 Total Civic Center Strategic Plan 75,000.00 1,606.00 57,591.00 17,409.00 0.00 100.00 184Page: 07/18/2013 CITY OF HERMOSA BEACH 185 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Public Works Yard Renovation8612 Prct UsedBalance Year-to-date Encumbrances Year-to-date ExpendituresExpenditures Adjusted AppropriationAccount Number 8612-4200 Contract Services 0.00 105.68 105.68 0.008612-4201 Contract Serv/Private 0.00 -105.68 Total Public Works Yard Renovation 0.00 105.68 105.68 0.00 -105.68 0.00 Total Equipment Replacement Fund 2,611,242.00 105,935.34 1,144,224.40 53,739.21 1,413,278.39 45.88 Grand Total 42,799,034.00 3,456,762.52 32,735,760.30 78.58 896,600.91 9,166,672.79 185Page: 07/18/2013 CITY OF HERMOSA BEACH 186 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 001 General Fund 001-1101 City Council 218,168.00 17,550.35 201,917.27 0.00 16,250.73 92.55 001-1121 City Clerk 284,475.00 25,154.09 268,654.49 0.00 15,820.51 94.44 001-1131 City Attorney 320,000.00 14,448.70 175,226.56 0.00 144,773.44 54.76 001-1132 City Prosecutor 145,400.00 31,854.51 135,067.32 0.00 10,332.68 92.89 001-1141 City Treasurer 125,844.00 5,919.17 104,639.77 0.00 21,204.23 83.15 001-1201 City Manager 519,441.00 35,047.99 391,278.05 0.00 128,162.95 75.33 001-1202 Finance Administration 824,639.00 64,965.54 775,282.77 2,996.79 46,359.44 94.38 001-1203 Human Resources 338,848.00 1,739.88 285,432.35 4,255.00 49,160.65 85.49 001-1204 Finance Cashier 654,275.00 53,085.70 579,635.98 1,500.00 73,139.02 88.82 001-1208 General Appropriations 86,798.00 11,852.54 90,537.35 0.00 -3,739.35 104.31 001-1214 Prospective Expenditures 3,268.00 0.00 1,500.00 0.00 1,768.00 45.90 186Page: 07/18/2013 CITY OF HERMOSA BEACH 187 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 001-1299 Interfund Transfers Out 830,432.00 69,210.00 830,432.00 0.00 0.00 100.00 001-2101 Police 11,034,536.00 779,293.16 10,049,565.18 1,670.58 983,300.24 91.09 001-2102 Crossing Guard 82,250.00 15,499.12 77,584.05 0.00 4,665.95 94.33 001-2201 Fire 5,085,411.00 498,054.83 4,709,670.66 17,293.43 358,446.91 92.95 001-3104 Street Maint/Traffic Safety 990,808.00 96,045.99 925,918.28 21,935.20 42,954.52 95.66 001-3301 Downtown Enhancement 203,722.00 22,851.88 168,167.84 16,988.89 18,565.27 90.89 001-3302 Community Services 1,958,152.00 160,790.40 1,856,986.02 0.00 101,165.98 94.83 001-3304 Pier Parking Structure 151,505.00 23,385.75 134,290.80 0.00 17,214.20 88.64 001-3305 Downtown Parking Lot A 44,833.00 8,978.84 40,010.61 0.00 4,822.39 89.24 001-3306 Co. Share Pkg Structure Rev. 263,710.00 0.00 0.00 0.00 263,710.00 0.00 001-4101 Community Dev/Planning 718,369.00 58,083.15 637,433.86 18,423.00 62,512.14 91.30 001-4201 Community Dev/Building 602,977.00 64,622.01 607,499.81 6,570.00 -11,092.81 101.84 187Page: 07/18/2013 CITY OF HERMOSA BEACH 188 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 001-4202 Public Works Administration 584,729.00 51,289.37 562,762.54 2,604.69 19,361.77 96.69 001-4204 Building Maintenance 632,353.00 93,737.25 728,828.91 3,499.60 -99,975.51 115.81 001-4401 Affordable Hous/Marineland Mobile Homes 0.00 0.00 7,184.51 0.00 -7,184.51 0.00 001-4601 Community Resources 1,099,260.00 117,364.79 1,056,032.03 194.99 43,032.98 96.09 001-6101 Parks 899,991.00 92,199.94 735,985.80 22,306.71 141,698.49 84.26 001-8101 Protective Bollards at Pier Plaza 7,975.00 0.00 0.00 0.00 7,975.00 0.00 001-8127 Citywide St Impr/Various Locations 313,894.00 0.00 23,610.70 25,200.30 265,083.00 15.55 001-8153 Fire Station Traffic Signal 30,000.00 2,675.00 12,425.00 1,650.00 15,925.00 46.92 001-8606 Fire Station Renovation & Upgrades 20,370.00 0.00 642.61 4,098.82 15,628.57 23.28 001-8609 Civic Center Strategic Plan 150,000.00 0.00 0.00 150,000.00 0.00 100.00 001-8640 Fire Facilities Renovation 0.00 0.00 0.00 0.00 0.00 0.00 001-8651 Lot A Trash Enclosure 350,000.00 33,328.53 37,035.73 57,074.27 255,890.00 26.89 188Page: 07/18/2013 CITY OF HERMOSA BEACH 189 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 001-8659 Municipal Pier Structural Repairs Ph.II 20,116.00 0.00 9,400.00 0.00 10,716.00 46.73 001-8661 Hermosa Beach Surfing Memorial 51,242.00 0.00 0.00 50,000.00 1,242.00 97.58 Total General Fund 89.82 29,647,791.00 2,449,028.48 26,220,638.85 408,262.27 3,018,889.88 105 Lightg/Landscapg Dist Fund 105-1299 Interfund Transfers Out 10,937.00 916.00 10,937.00 0.00 0.00 100.00 105-2601 Lighting/Landscaping/Medians 610,227.00 66,573.11 536,231.72 7,920.09 66,075.19 89.17 Total Lightg/Landscapg Dist Fund 89.36 621,164.00 67,489.11 547,168.72 7,920.09 66,075.19 109 Downtown Enhancement Fund 109-3301 Downtown Enhancement 0.00 0.00 0.00 0.00 0.00 0.00 109-3304 Pier Parking Structure 0.00 0.00 0.00 0.00 0.00 0.00 109-3305 Downtown Parking Lot A 0.00 0.00 0.00 0.00 0.00 0.00 109-3306 Co. Share Pkg Structure Rev. 0.00 0.00 0.00 0.00 0.00 0.00 109-8127 Citywide St Impr/Various Locations 0.00 0.00 0.00 0.00 0.00 0.00 189Page: 07/18/2013 CITY OF HERMOSA BEACH 190 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 109-8651 Lot A Trash Enclosure 0.00 0.00 0.00 0.00 0.00 0.00 109-8659 Municipal Pier Structural Repairs Ph.II 0.00 0.00 0.00 0.00 0.00 0.00 Total Downtown Enhancement Fund 0.00 0.00 0.00 0.00 0.00 0.00 115 State Gas Tax Fund 115-1299 Interfund Transfers Out 298,977.00 24,912.00 298,977.00 0.00 0.00 100.00 115-3104 Street Maint/Traffic Safety 0.00 0.00 0.00 0.00 0.00 0.00 115-8116 Pier Ave/Hermosa Ave to PCH 29,335.00 0.00 0.00 0.00 29,335.00 0.00 115-8127 Citywide St Impr/Various Locations 515,486.00 175,007.42 175,007.42 19,866.62 320,611.96 37.80 115-8137 Valley Ardmore 1,976.00 0.00 0.00 0.00 1,976.00 0.00 115-8143 PCH-Aviation Beautification Project 32,000.00 0.00 14,545.16 15,566.84 1,888.00 94.10 Total State Gas Tax Fund 59.69 877,774.00 199,919.42 488,529.58 35,433.46 353,810.96 117 AB939 Fund 190Page: 07/18/2013 CITY OF HERMOSA BEACH 191 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 117-5301 Source Redctn/Recycle Element 164,012.00 9,516.54 142,264.36 0.00 21,747.64 86.74 Total AB939 Fund 86.74 164,012.00 9,516.54 142,264.36 0.00 21,747.64 121 Prop A Open Space Fund 121-1299 Interfund Transfers Out 20,557.00 1,714.00 20,557.00 0.00 0.00 100.00 121-8537 South Park Phase I Improvements 148,000.00 0.00 0.00 0.00 148,000.00 0.00 121-8631 14Th. St. Beach Restroom Rehabilitation 18,392.00 0.00 15,037.81 0.00 3,354.19 81.76 121-8652 Pier Structural Repairs FY12 102,828.00 23,680.21 111,045.71 1,486.84 -9,704.55 109.44 Total Prop A Open Space Fund 51.12 289,777.00 25,394.21 146,640.52 1,486.84 141,649.64 122 Tyco Fund 122-1299 Interfund Transfers Out 196,960.00 16,417.00 196,960.00 0.00 0.00 100.00 122-8631 14Th. St. Beach Restroom Rehabilitation 21,521.00 0.00 21,521.00 0.00 0.00 100.00 122-8652 Pier Structural Repairs FY12 97,372.00 51,838.24 51,838.24 0.00 45,533.76 53.24 Tyco Fund 85.58 315,853.00 68,255.24 270,319.24 0.00 45,533.76 191Page: 07/18/2013 CITY OF HERMOSA BEACH 192 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report Total 123 Tyco Tidelands 123-8631 14Th. St. Beach Restroom Rehabilitation 23,207.00 0.00 19,662.00 3,545.00 0.00 100.00 Total Tyco Tidelands 100.00 23,207.00 0.00 19,662.00 3,545.00 0.00 125 Park/Rec Facility Tax Fund 125-1299 Interfund Transfers Out 5,331.00 447.00 5,331.00 0.00 0.00 100.00 125-6101 Parks 10,000.00 14,795.20 14,795.20 0.00 -4,795.20 147.95 125-8602 Clark Field Electrical Upgrades 20,000.00 0.00 2,300.00 940.00 16,760.00 16.20 125-8649 Comm Ctr General Improvements 90,000.00 10,116.55 85,042.05 4,556.95 401.00 99.55 Total Park/Rec Facility Tax Fund 90.13 125,331.00 25,358.75 107,468.25 5,496.95 12,365.80 135 Bayview Dr Dist Admin Exp Fund 135-1219 Administrative Charges 1,700.00 10.46 1,207.89 0.00 492.11 71.05 135-1299 Interfund Transfers Out 2,718.00 221.00 2,718.00 0.00 0.00 100.00 192Page: 07/18/2013 CITY OF HERMOSA BEACH 193 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report Total Bayview Dr Dist Admin Exp Fund 88.86 4,418.00 231.46 3,925.89 0.00 492.11 136 Lower Pier Admin Exp Fund 136-1219 Administrative Charges 1,500.00 56.38 1,090.65 0.00 409.35 72.71 136-1299 Interfund Transfers Out 1,142.00 97.00 1,142.00 0.00 0.00 100.00 Total Lower Pier Admin Exp Fund 84.51 2,642.00 153.38 2,232.65 0.00 409.35 137 Myrtle Dist Admin Exp Fund 137-1219 Administrative Charges 6,000.00 77.30 5,079.75 0.00 920.25 84.66 137-1299 Interfund Transfers Out 3,310.00 274.00 3,310.00 0.00 0.00 100.00 Total Myrtle Dist Admin Exp Fund 90.12 9,310.00 351.30 8,389.75 0.00 920.25 138 Loma Dist Admin Exp Fund 138-1219 Administrative Charges 6,200.00 87.76 5,203.58 0.00 996.42 83.93 138-1299 Interfund Transfers Out 3,783.00 318.00 3,783.00 0.00 0.00 100.00 Loma Dist Admin Exp Fund 90.02 9,983.00 405.76 8,986.58 0.00 996.42 193Page: 07/18/2013 CITY OF HERMOSA BEACH 194 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report Total 139 Beach Dr Assmnt Dist Admin Exp Fund 139-1219 Administrative Charges 1,700.00 0.00 1,149.42 0.00 550.58 67.61 139-1299 Interfund Transfers Out 1,155.00 99.00 1,155.00 0.00 0.00 100.00 Total Beach Dr Assmnt Dist Admin Exp Fund 80.72 2,855.00 99.00 2,304.42 0.00 550.58 140 Community Dev Block Grant 140-4707 CDBG Program General Admin 0.00 0.00 0.00 0.00 0.00 0.00 Total Community Dev Block Grant 0.00 0.00 0.00 0.00 0.00 0.00 145 Proposition A Fund 145-3403 Bus Pass Subsidy 3,300.00 178.00 2,090.00 0.00 1,210.00 63.33 145-3404 Dial-A-Taxi Program 69,000.00 11,079.04 54,639.59 14,360.41 0.00 100.00 145-3405 Fund Exchange 0.00 0.00 0.00 0.00 0.00 0.00 145-3408 Commuter Express 19,319.00 210.30 2,315.31 0.00 17,003.69 11.98 194Page: 07/18/2013 CITY OF HERMOSA BEACH 195 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 145-3409 Recreation Transportation 40,000.00 1,080.00 28,382.65 0.00 11,617.35 70.96 145-3410 Special Event Shuttle 3,000.00 0.00 3,000.00 0.00 0.00 100.00 145-3411 After School Program Shuttle 36,000.00 3,910.00 39,560.00 0.00 -3,560.00 109.89 145-3412 Beach Cities Transit Line 109 18,940.00 3,103.75 9,311.25 9,311.25 317.50 98.32 145-8116 Pier Ave/Hermosa Ave to PCH 2,650.00 0.00 0.00 0.00 2,650.00 0.00 Total Proposition A Fund 84.79 192,209.00 19,561.09 139,298.80 23,671.66 29,238.54 146 Proposition C Fund 146-4208 Pavement Management Study 17,701.00 0.00 1,427.52 14,143.64 2,129.84 87.97 146-8116 Pier Ave/Hermosa Ave to PCH 53,960.00 0.00 0.00 13,598.50 40,361.50 25.20 146-8139 Protective Bollards at Pier Plaza 65,000.00 61,750.00 61,750.00 0.00 3,250.00 95.00 146-8143 PCH-Aviation Beautification Project 128,000.00 0.00 38,180.39 62,265.61 27,554.00 78.47 Total Proposition C Fund 72.31 264,661.00 61,750.00 101,357.91 90,007.75 73,295.34 195Page: 07/18/2013 CITY OF HERMOSA BEACH 196 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 147 Measure R Fund 147-8127 Citywide St Impr/Various Locations 200,000.00 67,899.98 67,899.98 0.00 132,100.02 33.95 147-8137 Valley Ardmore 0.00 0.00 0.00 0.00 0.00 0.00 147-8139 Protective Bollards at Pier Plaza 65,000.00 19,913.90 19,913.90 0.00 45,086.10 30.64 147-8160 PCH Traffic Improvements 88,000.00 0.00 0.00 3,000.00 85,000.00 3.41 147-8179 Herm View Elem Safe Rte to School Grant 33,477.00 5,285.69 17,472.47 5,459.73 10,544.80 68.50 Total Measure R Fund 29.43 386,477.00 93,099.57 105,286.35 8,459.73 272,730.92 150 Grants Fund 150-2111 Bulletproof Vest Partnership 1,732.00 0.00 432.83 1,298.91 0.26 99.98 150-2112 ARRA Justice Assistance Grant (JAG) 0.00 0.00 0.00 0.00 0.00 0.00 150-2201 Fire Department (OJP Equip Grant) 83,696.00 0.00 0.00 0.00 83,696.00 0.00 150-2203 State Homeland Sec Grant/Fire 59,576.00 0.00 23,589.49 0.00 35,986.51 39.60 196Page: 07/18/2013 CITY OF HERMOSA BEACH 197 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 150-2225 Fireman's Fund Emerg Prep Prog Grant 0.00 0.00 -10,000.00 0.00 10,000.00 0.00 150-3102 Beverage Recycle Grant 8,378.00 190.00 2,598.75 5,779.25 0.00 100.00 150-4101 Community Dev/Planning 0.00 0.00 0.00 0.00 0.00 0.00 150-4104 General Plan & Coastal Plan Update 410,000.00 0.00 0.00 0.00 410,000.00 0.00 150-8116 Pier Ave/Hermosa Ave to PCH 28,483.00 0.00 2,546.67 25,883.54 52.79 99.81 150-8119 St Impr/Herm Ave 26th to 35th/Longfellow 165,557.00 0.00 0.00 0.00 165,557.00 0.00 150-8129 Pier Avenue/PCH to Ardmore 0.00 0.00 0.00 0.00 0.00 0.00 150-8135 Eighth Street Improvements/PCH to Valley 0.00 0.00 0.00 0.00 0.00 0.00 150-8137 Valley Ardmore 9,282.00 0.00 0.00 0.00 9,282.00 0.00 150-8179 Herm View Elem Safe Rte to School Grant 302,208.00 47,571.17 153,759.70 31,005.08 117,443.22 61.14 150-8420 Herm Strand Infiltration Trench-Prop 50 44,201.00 72.45 12,221.38 7,319.20 24,660.42 44.21 150-8662 Energy Eff & Conserv Block Grant (ARRA) 0.00 0.00 -258.36 0.00 258.36 0.00 Grants Fund 23.01 1,113,113.00 47,833.62 184,890.46 71,285.98 856,936.56 197Page: 07/18/2013 CITY OF HERMOSA BEACH 198 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report Total 152 Air Quality Mgmt Dist Fund 152-3701 Emission Control 107,639.00 0.00 240.00 0.00 107,399.00 0.22 152-8116 Pier Ave/Hermosa Ave to PCH 0.00 0.00 0.00 0.00 0.00 0.00 Total Air Quality Mgmt Dist Fund 0.22 107,639.00 0.00 240.00 0.00 107,399.00 153 Supp Law Enf Serv Fund (SLESF) 153-2106 C.O.P.S. Program 277,681.00 663.55 120,536.60 0.00 157,144.40 43.41 Total Supp Law Enf Serv Fund (SLESF)43.41 277,681.00 663.55 120,536.60 0.00 157,144.40 160 Sewer Fund 160-3102 Sewers/Storm Drains 670,379.00 60,832.11 425,949.41 20,237.04 224,192.55 66.56 160-3105 Used Oil Block Grant 5,948.00 541.25 3,467.50 2,480.50 0.00 100.00 160-8401 Sewer Impr Various Locations 2012 723,337.00 2,755.80 340,403.03 72,870.29 310,063.68 57.13 160-8419 Sewer Improvements 2006 0.00 0.00 0.00 0.00 0.00 0.00 198Page: 07/18/2013 CITY OF HERMOSA BEACH 199 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 160-8422 Sewer Master Plan 0.00 0.00 0.00 0.00 0.00 0.00 160-8425 Sanitary Sewer Improvements 0.00 0.00 0.00 0.00 0.00 0.00 160-8426 Storm Drain Impr/Various Locations 224,849.00 0.00 60,904.85 13,849.57 150,094.58 33.25 Total Sewer Fund 57.87 1,624,513.00 64,129.16 830,724.79 109,437.40 684,350.81 170 Asset Seizure/Forft Fund 170-2103 Special Investigations 0.00 0.00 0.00 0.00 0.00 0.00 170-2105 Police K-9 Program 7,800.00 678.11 3,161.73 0.00 4,638.27 40.54 Total Asset Seizure/Forft Fund 40.54 7,800.00 678.11 3,161.73 0.00 4,638.27 180 Fire Protection Fund 180-2201 Fire 0.00 0.00 0.00 0.00 0.00 0.00 180-8606 Fire Station Renovation & Upgrades 43,530.00 11,639.54 28,937.17 13,360.46 1,232.37 97.17 Total Fire Protection Fund 97.17 43,530.00 11,639.54 28,937.17 13,360.46 1,232.37 199Page: 07/18/2013 CITY OF HERMOSA BEACH 200 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 301 Capital Improvement Fund 301-4203 CIP Administration 196,308.00 24,655.36 180,921.60 16,985.00 -1,598.60 100.81 301-8116 Pier Ave/Hermosa Ave to PCH 19,724.00 0.00 258.36 0.00 19,465.64 1.31 301-8119 St Impr/Herm Ave 26th to 35th/Longfellow 3,479.00 0.00 0.00 3,478.50 0.50 99.99 301-8127 Citywide St Impr/Various Locations 492,897.00 20,987.58 24,907.58 12,483.05 455,506.37 7.59 301-8135 Eighth Street Improvements/PCH to Valley 0.00 0.00 0.00 0.00 0.00 0.00 301-8137 Valley Ardmore 4,705.00 0.00 0.00 0.00 4,705.00 0.00 301-8141 Gould Avenue Street Improvements 42,120.00 0.00 0.00 0.00 42,120.00 0.00 301-8153 Fire Station Traffic Signal 0.00 0.00 0.00 0.00 0.00 0.00 301-8401 Sewer Impr Various Locations 2012 193,600.00 0.00 56,472.10 27,667.90 109,460.00 43.46 301-8420 Herm Strand Infiltration Trench-Prop 50 13,227.00 34.02 34.02 0.00 13,192.98 0.26 301-8425 Sanitary Sewer Improvements 0.00 0.00 0.00 0.00 0.00 0.00 200Page: 07/18/2013 CITY OF HERMOSA BEACH 201 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 301-8426 Storm Drain Impr/Various Locations 47,720.00 0.00 0.00 0.00 47,720.00 0.00 301-8606 Fire Station Renovation & Upgrades 0.00 0.00 0.00 0.00 0.00 0.00 301-8649 Comm Ctr General Improvements 66,100.00 24,565.10 46,154.14 2,991.63 16,954.23 74.35 301-8662 Energy Eff & Conserv Block Grant (ARRA) 0.00 0.00 0.00 0.00 0.00 0.00 Total Capital Improvement Fund 34.48 1,079,880.00 70,242.06 308,747.80 63,606.08 707,526.12 302 Artesia Blvd Relinquishment 302-3104 Street Maint/Traffic Safety 7,989.00 1,468.46 7,100.97 888.03 0.00 100.00 Total Artesia Blvd Relinquishment 100.00 7,989.00 1,468.46 7,100.97 888.03 0.00 705 Insurance Fund 705-1209 Liability Insurance 1,288,540.00 38,580.25 687,009.59 0.00 601,530.41 53.32 705-1210 Auto/Property/Bonds 58,440.00 0.00 32,302.00 0.00 26,138.00 55.27 705-1215 Unemployment 10,000.00 0.00 3,482.55 0.00 6,517.45 34.83 705-1217 Workers' Compensation 1,406,203.00 94,979.12 1,069,928.37 0.00 336,274.63 76.09 201Page: 07/18/2013 CITY OF HERMOSA BEACH 202 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 705-4105 Benefit & Cost Analysis/Oil Project 125,000.00 0.00 0.00 0.00 125,000.00 0.00 705-4106 Community Dialogue 100,000.00 0.00 0.00 0.00 100,000.00 0.00 Total Insurance Fund 59.99 2,988,183.00 133,559.37 1,792,722.51 0.00 1,195,460.49 715 Equipment Replacement Fund 715-1101 City Council 21,048.00 0.00 0.00 0.00 21,048.00 0.00 715-1204 Finance Cashier 23,425.00 0.00 7,225.00 0.00 16,200.00 30.84 715-1206 Information Technology 816,786.00 39,399.24 341,625.85 21,213.22 453,946.93 44.42 715-1208 General Appropriations 56,644.00 512.18 7,382.30 0.00 49,261.70 13.03 715-2101 Police 517,060.00 15,398.04 326,508.38 0.00 190,551.62 63.15 715-2201 Fire 280,943.00 15,442.57 76,138.15 15,116.99 189,687.86 32.48 715-2601 Lighting/Landscaping/Medians 24,679.00 464.73 9,556.64 0.00 15,122.36 38.72 715-3102 Sewers/Storm Drains 41,095.00 123.87 8,985.95 0.00 32,109.05 21.87 202Page: 07/18/2013 CITY OF HERMOSA BEACH 203 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Account Number Adjusted Appropriation Expenditures Year-to-date Expenditures Year-to-date Encumbrances Balance Prct Used Recap Report 715-3104 Street Maint/Traffic Safety 29,983.00 349.92 8,397.46 0.00 21,585.54 28.01 715-3302 Community Services 96,120.00 5,125.76 85,506.54 0.00 10,613.46 88.96 715-4201 Community Dev/Building 6,552.00 97.42 1,606.89 0.00 4,945.11 24.53 715-4202 Public Works Administration 48,784.00 184.74 2,674.81 0.00 46,109.19 5.48 715-4204 Building Maintenance 296,648.00 7,940.77 15,832.30 0.00 280,815.70 5.34 715-4206 Equipment Service 239,811.00 18,016.32 187,425.25 0.00 52,385.75 78.16 715-4601 Community Resources 25,929.00 844.62 3,295.80 0.00 22,633.20 12.71 715-6101 Parks 10,735.00 323.48 4,366.40 0.00 6,368.60 40.67 715-8609 Civic Center Strategic Plan 75,000.00 1,606.00 57,591.00 17,409.00 0.00 100.00 715-8612 Public Works Yard Renovation 0.00 105.68 105.68 0.00 -105.68 0.00 Total Equipment Replacement Fund 45.88 2,611,242.00 105,935.34 1,144,224.40 53,739.21 1,413,278.39 203Page: 07/18/2013 CITY OF HERMOSA BEACH 204 10:02AM Page:expstat.rpt Expenditure Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grand Total 42,799,034.00 3,456,762.52 32,735,760.30 896,600.91 9,166,672.79 76.49 204Page: 07/18/2013 CITY OF HERMOSA BEACH 1 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3100 Taxes 3101 Current Year Secured 9,472,972.00 18,228.86 9,365,302.31 107,669.69 98.86 3102 Current Year Unsecured 426,858.00 0.00 399,814.36 27,043.64 93.66 3103 Prior Year Collections 200,000.00 -47.49 213,016.33 -13,016.33 106.51 3104 In-lieu Sales Tax 638,111.00 0.00 654,355.73 -16,244.73 102.55 3106 Supplemental Roll SB813 78,132.00 -1.02 126,480.49 -48,348.49 161.88 3107 Transfer Tax 180,000.00 31,695.96 210,729.54 -30,729.54 117.07 3108 Sales Tax 1,914,335.00 171,391.66 1,812,573.65 101,761.35 94.68 3109 1/2 Cent Sales Tx Ext 185,000.00 18,578.95 159,234.88 25,765.12 86.07 3110 Time Warner Cable TV Franchise 163,289.00 0.00 119,529.74 43,759.26 73.20 3111 Electric Franchise 74,000.00 0.00 74,692.40 -692.40 100.94 3112 Gas Franchise 51,075.00 0.00 43,612.06 7,462.94 85.39 3113 Refuse Franchise 200,360.00 7,823.55 199,671.48 688.52 99.66 3114 Transient Occupancy Tax 1,955,558.00 174,436.97 1,799,004.33 156,553.67 91.99 3115 Business License 951,000.00 101,638.27 840,390.41 110,609.59 88.37 3120 Utility User Tax 2,515,177.00 204,656.42 2,305,526.83 209,650.17 91.66 3122 Property tax In-lieu of Veh Lic Fees 1,796,813.00 0.00 1,819,929.00 -23,116.00 101.29 3123 Verizon Cable Franchise Fee 246,810.00 0.00 202,157.69 44,652.31 81.91 Total Taxes 96.66 21,049,490.00 728,402.13 20,346,021.23 703,468.77 3200 Licenses And Permits 3202 Dog Licenses 15,259.00 276.00 18,319.50 -3,060.50 120.06 3204 Building Permits 351,185.00 38,266.34 385,806.71 -34,621.71 109.86 1Page: 07/18/2013 CITY OF HERMOSA BEACH 2 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3205 Electric Permits 68,771.00 6,212.00 70,774.60 -2,003.60 102.91 3206 Plumbing Permits 60,000.00 6,627.00 63,536.90 -3,536.90 105.89 3207 Occupancy Permits 22,000.00 2,751.00 16,619.50 5,380.50 75.54 3208 Grease Trap Permits 8,415.00 1,020.00 7,748.00 667.00 92.07 3209 Garage Sales 140.00 28.00 246.00 -106.00 175.71 3211 Banner Permits 6,660.00 412.00 4,326.00 2,334.00 64.95 3212 Animal/Fowl Permits 160.00 0.00 320.00 -160.00 200.00 3213 Animal Redemption Fee 1,424.00 141.00 1,847.00 -423.00 129.71 3214 Amplified Sound Permit 4,310.00 560.00 4,870.00 -560.00 112.99 3215 Temporary Sign Permit 1,360.00 340.00 1,190.00 170.00 87.50 3216 Spray Booth Permit 145.00 0.00 0.00 145.00 0.00 3217 Open Fire Permit 465.00 100.00 700.00 -235.00 150.54 3218 Auto Repair Permit 3,400.00 0.00 1,533.00 1,867.00 45.09 3219 Newsrack Permits 1,305.00 0.00 920.00 385.00 70.50 3225 Taxicab Franchise Fees 176,000.00 88,000.00 176,000.00 0.00 100.00 3226 Admin Permit - Limited Outdoor Seating 340.00 0.00 0.00 340.00 0.00 3227 Mechanical Permits 28,636.00 2,305.00 28,252.50 383.50 98.66 3228 Concealed Weapons Permit 200.00 0.00 0.00 200.00 0.00 3229 Private Special Event Permit 1,380.00 0.00 0.00 1,380.00 0.00 Total Licenses And Permits 104.19 751,555.00 147,038.34 783,009.71 -31,454.71 3300 Fines & Forfeitures 3301 Municipal Court Fines 200,000.00 17,564.57 204,452.37 -4,452.37 102.23 3302 Court Fines /Parking 2,117,445.00 290,431.26 2,530,831.35 -413,386.35 119.52 2Page: 07/18/2013 CITY OF HERMOSA BEACH 3 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3305 Administrative Fines 2,000.00 200.00 1,800.00 200.00 90.00 Total Fines & Forfeitures 118.01 2,319,445.00 308,195.83 2,737,083.72 -417,638.72 3400 Use Of Money & Property 3401 Interest Income 100,971.00 5,169.55 70,768.81 30,202.19 70.09 3402 Rents & Concessions 1,000.00 130.45 1,394.91 -394.91 139.49 3404 Community Center Leases 58,000.00 4,766.40 58,605.12 -605.12 101.04 3405 Community Center Rentals 175,000.00 30,816.25 194,972.00 -19,972.00 111.41 3406 Community Center Theatre 75,000.00 4,117.50 66,251.25 8,748.75 88.34 3411 Other Facilities 20,000.00 1,410.00 23,082.00 -3,082.00 115.41 3412 Tennis Courts 20,000.00 1,334.00 16,669.75 3,330.25 83.35 3414 Fund Exchange 55,739.00 0.00 55,739.00 0.00 100.00 3418 Special Events 100,000.00 13,024.00 125,139.52 -25,139.52 125.14 3422 Beach/Plaza Promotions 10,000.00 0.00 0.00 10,000.00 0.00 3425 Ground Lease 35,816.00 2,984.70 35,816.40 -0.40 100.00 3427 Cell Site License 32,217.00 2,731.16 32,217.07 -0.07 100.00 3429 Inmate Phone Services 0.00 10.00 10.00 -10.00 0.00 3431 Storage Facility Operating Lease 180,000.00 15,000.00 180,000.00 0.00 100.00 3450 Investment Discount 1,298.00 139.01 1,445.82 -147.82 111.39 3475 Investment Premium -6,711.00 -693.12 -7,451.53 740.53 111.03 Total Use Of Money & Property 99.57 858,330.00 80,939.90 854,660.12 3,669.88 3500 Intergovernmental/State 3507 Highway Maintenance 3,100.00 0.00 1,550.12 1,549.88 50.00 3Page: 07/18/2013 CITY OF HERMOSA BEACH 4 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3508 Mandated Costs 7,317.00 907.50 10,341.30 -3,024.30 141.33 3509 Homeowner Property Tax Relief 85,329.00 12,651.11 84,462.69 866.31 98.98 3510 POST 12,000.00 0.00 5,455.35 6,544.65 45.46 3511 STC-Service Officer Training 6,303.00 0.00 3,025.00 3,278.00 47.99 3575 VLF Coll Excess of $14m-Rev code 11001.5 10,051.00 0.00 10,051.40 -0.40 100.00 Total Intergovernmental/State 92.58 124,100.00 13,558.61 114,885.86 9,214.14 3800 Current Service Charges 3801 Residential Inspection 29,970.00 3,915.00 38,974.50 -9,004.50 130.05 3802 Planning Sign Permit/Master Sign Program 14,060.00 515.00 10,373.00 3,687.00 73.78 3803 Negative Declaration 9,885.00 0.00 9,885.00 0.00 100.00 3804 General Plan Maintenance Fees 51,629.00 7,572.00 64,602.00 -12,973.00 125.13 3805 Amendment to Planning Entitlement 16,320.00 3,770.00 10,179.00 6,141.00 62.37 3806 Board Of Appeals 820.00 0.00 1,125.00 -305.00 137.20 3807 Refuse Lien Fees/Consolidated 1,525.00 0.00 22,674.39 -21,149.39 1486.85 3808 Zone Variance Review 3,880.00 0.00 0.00 3,880.00 0.00 3809 Tentative Map Review 6,713.00 0.00 15,662.50 -8,949.50 233.32 3810 Final Map Review 2,115.00 0.00 1,410.00 705.00 66.67 3811 Zone Change 3,705.00 0.00 0.00 3,705.00 0.00 3812 Conditional Use Permit - Comm/Other 9,218.00 0.00 14,027.50 -4,809.50 152.18 3813 Plan Check Fees 248,844.00 19,693.18 279,170.97 -30,326.97 112.19 3815 Public Works Services 57,000.00 4,748.00 59,473.16 -2,473.16 104.34 3816 Utility Trench Service Connect Permit 58,000.00 19,970.00 78,393.00 -20,393.00 135.16 3817 Address Change Request Fee 1,200.00 0.00 2,760.00 -1,560.00 230.00 4Page: 07/18/2013 CITY OF HERMOSA BEACH 5 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3818 Police Services 3,200.00 240.00 5,872.00 -2,672.00 183.50 3819 Jail Services 6,000.00 1,577.69 14,253.84 -8,253.84 237.56 3821 Daily Permit Lot A/Parking Structure 64,331.00 6,696.00 66,650.00 -2,319.00 103.60 3823 Special Event Security/Police 36,000.00 0.00 36,558.00 -558.00 101.55 3824 500' Noticing 16,575.00 1,105.00 13,416.00 3,159.00 80.94 3825 Public Notice Posting 1,920.00 315.00 2,445.00 -525.00 127.34 3827 Library Grounds Maintenance 13,825.00 0.00 13,825.44 -0.44 100.00 3831 Non-Utility Street Excavation Permit 25,000.00 3,290.00 24,545.00 455.00 98.18 3833 Recreation Service Charges 12,000.00 0.00 180.00 11,820.00 1.50 3834 Encroachment Permit 340,000.00 8,757.00 235,883.56 104,116.44 69.38 3836 Refund Transaction Fee 750.00 75.00 390.00 360.00 52.00 3837 Returned Check Charge 2,500.00 110.00 2,256.00 244.00 90.24 3839 Photocopy Charges 500.00 60.60 938.70 -438.70 187.74 3840 Ambulance Transport 500,000.00 84,335.47 583,307.19 -83,307.19 116.66 3841 Police Towing 82,000.00 14,580.00 97,110.00 -15,110.00 118.43 3842 Parking Meters 1,767,578.00 170,119.55 1,779,439.21 -11,861.21 100.67 3843 Parking Permits-Annual 409,000.00 13,834.00 416,001.50 -7,001.50 101.71 3844 Daily Parking Permits 1,300.00 162.00 1,374.00 -74.00 105.69 3845 Lot A Revenue 523,074.00 54,692.70 545,699.61 -22,625.61 104.33 3846 No Pier Pkg Structure Revenue 711,825.00 79,896.40 738,101.85 -26,276.85 103.69 3847 In Lieu Fee / Parking Facility 28,900.00 0.00 28,900.00 0.00 100.00 3848 Driveway Permits 2,200.00 361.00 1,788.00 412.00 81.27 3849 Guest Permits 2,300.00 386.00 2,285.00 15.00 99.35 3850 Contractors Permits 17,700.00 1,768.00 17,918.00 -218.00 101.23 5Page: 07/18/2013 CITY OF HERMOSA BEACH 6 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3851 Cash Key Revenue 20,000.00 936.50 17,517.00 2,483.00 87.59 3852 Recreation Program Transaction Fee 38,000.00 1,117.98 38,972.38 -972.38 102.56 3856 500' - 2nd Noticing 1,500.00 500.00 1,000.00 500.00 66.67 3857 Parking Plan Application 10,424.00 0.00 15,568.50 -5,144.50 149.35 3858 Monthly Permit Lot A/Parking Structure 82,433.00 9,920.00 105,005.00 -22,572.00 127.38 3859 Admin Permit - Abandon CUP 325.00 0.00 0.00 325.00 0.00 3861 Fire Alarm Sys Insp - New Installation 200.00 0.00 0.00 200.00 0.00 3862 Alarm Permit Fee 4,000.00 96.00 4,032.00 -32.00 100.80 3867 Precise Development Plans 10,580.00 0.00 10,580.00 0.00 100.00 3868 Public Noticing/300 Ft Radius 3,025.00 0.00 4,235.00 -1,210.00 140.00 3871 Passport Processing Fee 18,500.00 1,875.00 19,743.95 -1,243.95 106.72 3872 Passport Photo Fee 3,000.00 390.00 3,105.00 -105.00 103.50 3876 Spec Fire Protectn Sys Insp-New Install 435.00 0.00 0.00 435.00 0.00 3878 Fire Re-Inspections 9,000.00 0.00 440.00 8,560.00 4.89 3882 Special Event Fire Code Permit 9,900.00 0.00 2,590.50 7,309.50 26.17 3883 Final/Tentative Map Extension 2,000.00 0.00 0.00 2,000.00 0.00 3884 Lot Line Adjustment 3,180.00 0.00 375.00 2,805.00 11.79 3886 Text Amendment/Private 4,630.00 0.00 4,630.00 0.00 100.00 3888 Slope/Grade Height Determination 4,310.00 1,939.50 6,465.00 -2,155.00 150.00 3890 300 Ft Radius Noticing/Appeal to CC 450.00 0.00 0.00 450.00 0.00 3891 Appeal of Plng Comm Action to Council 3,610.00 0.00 0.00 3,610.00 0.00 3893 Contract Recreation Classes 300,000.00 14,342.23 407,680.02 -107,680.02 135.89 3894 Other Recreation Programs 155,000.00 0.00 159,001.54 -4,001.54 102.58 3895 Zoning Information Letters 545.00 0.00 130.00 415.00 23.85 6Page: 07/18/2013 CITY OF HERMOSA BEACH 7 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3896 Mailing Fee 72.00 0.00 12.74 59.26 17.69 3897 Admin Fee/TULIP Ins Certificate 1,400.00 593.60 1,619.60 -219.60 115.69 3899 Condo - CUP/PDP 16,065.00 0.00 42,515.00 -26,450.00 264.64 Total Current Service Charges 105.14 5,785,946.00 534,255.40 6,083,066.15 -297,120.15 3900 Other Revenue 3902 Refunds/Reimb Previous Years 30,923.00 307.51 182,709.47 -151,786.47 590.85 3903 Contributions Non Govt 12,100.00 1,000.00 11,809.00 291.00 97.60 3904 General Miscellaneous 8,420.00 1,015.86 13,851.31 -5,431.31 164.50 3907 Pkg Str Utility Reimb From Beach House 3,831.00 567.06 3,315.44 515.56 86.54 3908 Hermosa Sr Ctr Donations/Memberships 4,700.00 3,143.97 10,543.73 -5,843.73 224.33 3920 BCHD Healthy Cities Fund 21,835.00 0.00 16,409.29 5,425.71 75.15 3945 In-Serv Firefighter Trng Prog/El Camino 14,275.00 0.00 4,275.00 10,000.00 29.95 3955 Operating Transfers In 369,870.00 30,828.00 369,870.00 0.00 100.00 3960 Verizon PEG Grant 14,087.00 0.00 15,962.45 -1,875.45 113.31 Total Other Revenue 130.98 480,041.00 36,862.40 628,745.69 -148,704.69 6800 Current Service Charges Continued 6801 Mural Review 1,230.00 0.00 1,230.00 0.00 100.00 6802 Sign Variance 2,785.00 0.00 0.00 2,785.00 0.00 6803 General Plan Amendment/ Map or Text 4,335.00 0.00 4,335.00 0.00 100.00 6807 Planning Commission Interpretation 1,145.00 0.00 0.00 1,145.00 0.00 6809 Categorical Exemption 1,200.00 120.00 1,980.00 -780.00 165.00 6810 Deed Restriction/Covenant Review 1,350.00 0.00 3,600.00 -2,250.00 266.67 7Page: 07/18/2013 CITY OF HERMOSA BEACH 8 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 General Fund001 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 6811 Landscape Plan Review 1,500.00 0.00 0.00 1,500.00 0.00 6812 Planning Landscape Doc Package Review 695.00 0.00 0.00 695.00 0.00 6813 Preliminary Plan Review 0.00 135.00 675.00 -675.00 0.00 6816 Traffic/Special Study Review 0.00 0.00 480.00 -480.00 0.00 6819 Historic Resource Review 0.00 0.00 700.00 -700.00 0.00 6822 Temporary Certificate of Occupancy 0.00 0.00 90.00 -90.00 0.00 6825 Clean Bay Restaurant - NPDES Inspection 8,000.00 4,240.00 6,715.00 1,285.00 83.94 6826 Light Industry - NPDES Inspection 3,000.00 60.00 540.00 2,460.00 18.00 6827 Stormwater Mitigation Plan Review 560.00 0.00 0.00 560.00 0.00 6828 Public Improvement Plan Check 12,000.00 1,260.00 13,280.00 -1,280.00 110.67 6832 DUI Collision Response 10,000.00 0.00 0.00 10,000.00 0.00 6834 Citation Sign-off 2,720.00 175.00 2,540.00 180.00 93.38 6835 Taxicab Inspection 1,000.00 90.00 90.00 910.00 9.00 6836 Police Business Background Check 430.00 0.00 0.00 430.00 0.00 6837 Deceased Animal Pickup 125.00 50.00 125.00 0.00 100.00 6839 Pet Home Quarantine Review 100.00 0.00 0.00 100.00 0.00 6840 Multiple Dog Review 100.00 0.00 0.00 100.00 0.00 6841 Fire Sprinkler System Insp - New Install 1,180.00 0.00 0.00 1,180.00 0.00 6847 Document Certification 15.00 0.00 8.75 6.25 58.33 6849 Traffic Plan Review 600.00 0.00 295.00 305.00 49.17 6850 Annual Business Fire Inspection 40,000.00 1,815.00 8,085.00 31,915.00 20.21 6851 Business Licenses State Mandated Fee 1,700.00 215.00 1,277.00 423.00 75.12 Total Current Service Charges Continued 48.08 95,770.00 8,160.00 46,045.75 49,724.25 -128,841.23 31,593,518.23 1,857,412.61 31,464,677.00 100.41Total General Fund 8Page: 07/18/2013 CITY OF HERMOSA BEACH 9 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lightg/Landscapg Dist Fund105 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3100 Taxes 3101 Current Year Secured 451,000.00 0.00 444,771.48 6,228.52 98.62 3103 Prior Year Collections 30,000.00 0.00 16,562.96 13,437.04 55.21 3105 Assessment Rebates -3,000.00 -172.27 -2,883.15 -116.85 96.11 Total Taxes 95.91 478,000.00 -172.27 458,451.29 19,548.71 3400 Use Of Money & Property 3401 Interest Income 587.00 63.35 445.51 141.49 75.90 3450 Investment Discount 8.00 1.70 10.40 -2.40 130.00 3475 Investment Premium -39.00 -8.48 -53.58 14.58 137.38 Total Use Of Money & Property 72.36 556.00 56.57 402.33 153.67 3900 Other Revenue 3955 Operating Transfers In 111,160.00 9,267.00 111,160.00 0.00 100.00 Total Other Revenue 100.00 111,160.00 9,267.00 111,160.00 0.00 19,702.38 570,013.62 9,151.30 589,716.00 96.66Total Lightg/Landscapg Dist Fund 9Page: 07/18/2013 CITY OF HERMOSA BEACH 10 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 State Gas Tax Fund115 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 7,125.00 253.00 4,715.74 2,409.26 66.19 3450 Investment Discount 85.00 6.79 94.84 -9.84 111.58 3475 Investment Premium -440.00 -33.85 -487.36 47.36 110.76 Total Use Of Money & Property 63.86 6,770.00 225.94 4,323.22 2,446.78 3500 Intergovernmental/State 3501 Section 2106 Allocation 62,865.00 5,413.19 58,531.99 4,333.01 93.11 3502 Section 2107 Allocation 130,191.00 12,239.16 129,495.63 695.37 99.47 3503 Section 2107.5 Allocation 4,000.00 0.00 0.00 4,000.00 0.00 3512 Section 2105 (Prop 111) 88,161.00 7,234.16 78,078.91 10,082.09 88.56 3513 Sec 2103 Higher Mtr Veh Excise Tax(HUTA) 213,226.00 10,288.73 139,229.43 73,996.57 65.30 Total Intergovernmental/State 81.32 498,443.00 35,175.24 405,335.96 93,107.04 95,553.82 409,659.18 35,401.18 505,213.00 81.09Total State Gas Tax Fund 10Page: 07/18/2013 CITY OF HERMOSA BEACH 11 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 AB939 Fund117 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 1,605.00 10.59 522.43 1,082.57 32.55 3450 Investment Discount 19.00 0.28 11.60 7.40 61.05 3475 Investment Premium -100.00 -1.42 -61.12 -38.88 61.12 Total Use Of Money & Property 31.03 1,524.00 9.45 472.91 1,051.09 3800 Current Service Charges 3860 AB939 Surcharge 50,658.00 3,451.17 34,783.75 15,874.25 68.66 3874 Compost/Worm Bin 525.00 0.00 280.00 245.00 53.33 Total Current Service Charges 68.51 51,183.00 3,451.17 35,063.75 16,119.25 3900 Other Revenue Total Other Revenue 0.00 0.00 0.00 0.00 0.00 6800 Current Service Charges Continued Total Current Service Charges Continued 0.00 0.00 0.00 0.00 0.00 17,170.34 35,536.66 3,460.62 52,707.00 67.42Total AB939 Fund 11Page: 07/18/2013 CITY OF HERMOSA BEACH 12 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Prop A Open Space Fund121 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3600 Intergovernmental/County 3608 Maintenance Allocation 20,557.00 0.00 20,557.00 0.00 100.00 3631 South Park Phase I Improvements Grant 150,000.00 0.00 0.00 150,000.00 0.00 150,000.00 20,557.00 0.00 170,557.00 12.05Total Prop A Open Space Fund 12Page: 07/18/2013 CITY OF HERMOSA BEACH 13 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Fund122 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 3,282.00 113.26 2,266.37 1,015.63 69.05 3426 Easement Agreement 312,900.00 0.00 312,900.00 0.00 100.00 3450 Investment Discount -15.00 3.04 43.70 -58.70 291.33 3475 Investment Premium -144.00 -15.15 -223.64 79.64 155.31 1,036.57 314,986.43 101.15 316,023.00 99.67Total Tyco Fund 13Page: 07/18/2013 CITY OF HERMOSA BEACH 14 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Tyco Tidelands123 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 405.00 0.00 0.00 405.00 0.00 3450 Investment Discount 6.00 0.06 4.11 1.89 68.50 3475 Investment Premium -32.00 -0.30 -21.48 -10.52 67.13 396.37-17.37-0.24 379.00 4.58Total Tyco Tidelands 14Page: 07/18/2013 CITY OF HERMOSA BEACH 15 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Park/Rec Facility Tax Fund125 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3100 Taxes 3116 Parks & Recreation Facility Tax 6,922.00 -105.00 6,817.00 105.00 98.48 Total Taxes 98.48 6,922.00 -105.00 6,817.00 105.00 3400 Use Of Money & Property 3401 Interest Income 2,479.00 78.86 1,667.48 811.52 67.26 3450 Investment Discount 29.00 2.12 33.99 -4.99 117.21 3475 Investment Premium -151.00 -10.55 -173.99 22.99 115.23 Total Use Of Money & Property 64.81 2,357.00 70.43 1,527.48 829.52 3900 Other Revenue 3910 Park/Recreation In Lieu Fee 93,269.00 35,366.00 164,031.00 -70,762.00 175.87 Total Other Revenue 175.87 93,269.00 35,366.00 164,031.00 -70,762.00 -69,827.48 172,375.48 35,331.43 102,548.00 168.09Total Park/Rec Facility Tax Fund 15Page: 07/18/2013 CITY OF HERMOSA BEACH 16 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Bayview Dr Dist Admin Exp Fund135 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 25.00 0.84 19.18 5.82 76.72 Total Use Of Money & Property 76.72 25.00 0.84 19.18 5.82 3900 Other Revenue 3925 Spec Assessment Admin Fees 4,350.00 0.00 4,350.00 0.00 100.00 Total Other Revenue 100.00 4,350.00 0.00 4,350.00 0.00 5.82 4,369.18 0.84 4,375.00 99.87Total Bayview Dr Dist Admin Exp Fund 16Page: 07/18/2013 CITY OF HERMOSA BEACH 17 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lower Pier Admin Exp Fund136 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3900 Other Revenue 3925 Special Assessment Admin Fees 2,600.00 0.00 2,600.00 0.00 100.00 0.00 2,600.00 0.00 2,600.00 100.00Total Lower Pier Admin Exp Fund 17Page: 07/18/2013 CITY OF HERMOSA BEACH 18 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Myrtle Dist Admin Exp Fund137 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 186.00 5.48 120.17 65.83 64.61 Total Use Of Money & Property 64.61 186.00 5.48 120.17 65.83 3900 Other Revenue 3925 Special Assessment Admin Fees 9,000.00 0.00 9,000.00 0.00 100.00 Total Other Revenue 100.00 9,000.00 0.00 9,000.00 0.00 65.83 9,120.17 5.48 9,186.00 99.28Total Myrtle Dist Admin Exp Fund 18Page: 07/18/2013 CITY OF HERMOSA BEACH 19 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Loma Dist Admin Exp Fund138 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 250.00 7.44 160.76 89.24 64.30 Total Use Of Money & Property 64.30 250.00 7.44 160.76 89.24 3900 Other Revenue 3925 Special Assessment Admin Fees 10,000.00 0.00 10,000.00 0.00 100.00 Total Other Revenue 100.00 10,000.00 0.00 10,000.00 0.00 89.24 10,160.76 7.44 10,250.00 99.13Total Loma Dist Admin Exp Fund 19Page: 07/18/2013 CITY OF HERMOSA BEACH 20 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Beach Dr Assmnt Dist Admin Exp Fund139 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 28.00 0.98 20.95 7.05 74.82 Total Use Of Money & Property 74.82 28.00 0.98 20.95 7.05 3900 Other Revenue 3925 Special Assessment Admin Fees 3,000.00 0.00 3,000.00 0.00 100.00 Total Other Revenue 100.00 3,000.00 0.00 3,000.00 0.00 7.05 3,020.95 0.98 3,028.00 99.77Total Beach Dr Assmnt Dist Admin Exp Fund 20Page: 07/18/2013 CITY OF HERMOSA BEACH 21 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition A Fund145 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3100 Taxes 3117 Proposition A Transit 296,479.00 28,656.06 302,852.70 -6,373.70 102.15 Total Taxes 102.15 296,479.00 28,656.06 302,852.70 -6,373.70 3400 Use Of Money & Property 3401 Interest Income 2,853.00 128.19 2,179.03 673.97 76.38 3450 Investment Discount 34.00 3.44 42.67 -8.67 125.50 3475 Investment Premium -176.00 -17.15 -218.50 42.50 124.15 Total Use Of Money & Property 73.89 2,711.00 114.48 2,003.20 707.80 3800 Current Service Charges 3853 Dial-A-Taxi Program 6,000.00 385.00 4,950.00 1,050.00 82.50 3855 Bus Passes 1,000.00 66.20 928.00 72.00 92.80 Total Current Service Charges 83.97 7,000.00 451.20 5,878.00 1,122.00 -4,543.90 310,733.90 29,221.74 306,190.00 101.48Total Proposition A Fund 21Page: 07/18/2013 CITY OF HERMOSA BEACH 22 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Proposition C Fund146 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3100 Taxes 3118 Proposition C Local Return 245,922.00 23,793.67 234,301.34 11,620.66 95.27 Total Taxes 95.27 245,922.00 23,793.67 234,301.34 11,620.66 3400 Use Of Money & Property 3401 Interest Income 5,909.00 217.86 4,105.07 1,803.93 69.47 3450 Investment Discount 71.00 5.85 81.76 -10.76 115.15 3475 Investment Premium -364.00 -29.15 -419.44 55.44 115.23 Total Use Of Money & Property 67.08 5,616.00 194.56 3,767.39 1,848.61 13,469.27 238,068.73 23,988.23 251,538.00 94.65Total Proposition C Fund 22Page: 07/18/2013 CITY OF HERMOSA BEACH 23 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Measure R Fund147 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3100 Taxes 3119 Measure R Local Return Funds 174,537.00 18,002.09 205,730.49 -31,193.49 117.87 Total Taxes 117.87 174,537.00 18,002.09 205,730.49 -31,193.49 3400 Use Of Money & Property 3401 Interest Income 4,792.00 194.96 3,482.47 1,309.53 72.67 3450 Investment Discount 0.00 5.23 68.65 -68.65 0.00 3475 Investment Premium -294.00 -26.08 -351.76 57.76 119.65 Total Use Of Money & Property 71.13 4,498.00 174.11 3,199.36 1,298.64 -29,894.85 208,929.85 18,176.20 179,035.00 116.70Total Measure R Fund 23Page: 07/18/2013 CITY OF HERMOSA BEACH 24 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Grants Fund150 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3500 Intergovernmental/State 3558 Beverage Recycling Grant 5,233.00 0.00 0.00 5,233.00 0.00 3562 State Homeland Security Grant Program 160,074.00 0.00 0.00 160,074.00 0.00 Total Intergovernmental/State 0.00 165,307.00 0.00 0.00 165,307.00 3700 Intergovernmental/Federal 3732 STPL Street Improvement Reimb 165,557.00 0.00 0.00 165,557.00 0.00 3740 SWRCB (ARRA)/Strand Infiltration Trench 69,765.00 0.00 0.00 69,765.00 0.00 3741 SWRCB (ARRA)/Pier Ave Impr Project 105,478.00 0.00 118,194.00 -12,716.00 112.06 3746 State Safe Routes to School (SR2S) 321,670.00 0.00 0.00 321,670.00 0.00 3748 Gen Plan/Coastal/Strat Growth Council 410,000.00 0.00 0.00 410,000.00 0.00 Total Intergovernmental/Federal 11.02 1,072,470.00 0.00 118,194.00 954,276.00 3900 Other Revenue 3965 Fireman's Fund Emerg Prep Prog Grant 0.00 0.00 -10,000.00 10,000.00 0.00 Total Other Revenue 0.00 0.00 0.00 -10,000.00 10,000.00 1,129,583.00 108,194.00 0.00 1,237,777.00 8.74Total Grants Fund 24Page: 07/18/2013 CITY OF HERMOSA BEACH 25 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Air Quality Mgmt Dist Fund152 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 1,430.00 46.05 931.55 498.45 65.14 3450 Investment Discount 17.00 1.24 18.48 -1.48 108.71 3475 Investment Premium -88.00 -6.16 -94.83 6.83 107.76 Total Use Of Money & Property 62.93 1,359.00 41.13 855.20 503.80 3500 Intergovernmental/State 3538 AQMD Emission Control AB2766 24,000.00 6,096.23 17,429.74 6,570.26 72.62 Total Intergovernmental/State 72.62 24,000.00 6,096.23 17,429.74 6,570.26 7,074.06 18,284.94 6,137.36 25,359.00 72.10Total Air Quality Mgmt Dist Fund 25Page: 07/18/2013 CITY OF HERMOSA BEACH 26 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Supp Law Enf Serv Fund (SLESF)153 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3100 Taxes 3135 C.O.P.S. Allocation 100,000.00 0.00 100,000.00 0.00 100.00 Total Taxes 100.00 100,000.00 0.00 100,000.00 0.00 3400 Use Of Money & Property 3401 Interest Income 2,608.00 64.90 1,301.84 1,306.16 49.92 3450 Investment Discount 30.00 1.74 25.51 4.49 85.03 3475 Investment Premium -156.00 -8.68 -132.80 -23.20 85.13 Total Use Of Money & Property 48.13 2,482.00 57.96 1,194.55 1,287.45 1,287.45 101,194.55 57.96 102,482.00 98.74Total Supp Law Enf Serv Fund (SLESF) 26Page: 07/18/2013 CITY OF HERMOSA BEACH 27 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Sewer Fund160 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 14,091.00 349.92 8,587.38 5,503.62 60.94 3450 Investment Discount 169.00 9.39 173.58 -4.58 102.71 3475 Investment Premium -868.00 -46.82 -893.57 25.57 102.95 Total Use Of Money & Property 58.75 13,392.00 312.49 7,867.39 5,524.61 3500 Intergovernmental/State 3550 CA Waste Oil Recycling Grant 5,734.00 0.00 5,689.00 45.00 99.22 Total Intergovernmental/State 99.22 5,734.00 0.00 5,689.00 45.00 3600 Intergovernmental/County 3602 Beach Outlet Maintenance 13,570.00 0.00 6,330.50 7,239.50 46.65 Total Intergovernmental/County 46.65 13,570.00 0.00 6,330.50 7,239.50 3800 Current Service Charges 3828 Sewer Connection Fee 20,000.00 5,600.00 26,580.00 -6,580.00 132.90 3829 Sewer Demolition Fee 1,500.00 95.00 2,090.00 -590.00 139.33 3832 Sewer Lateral Installation 10,000.00 1,110.00 8,620.00 1,380.00 86.20 Total Current Service Charges 118.38 31,500.00 6,805.00 37,290.00 -5,790.00 3900 Other Revenue 3955 Operating Transfers In 714,647.00 59,553.00 714,647.00 0.00 100.00 Total Other Revenue 100.00 714,647.00 59,553.00 714,647.00 0.00 7,019.11 771,823.89 66,670.49 778,843.00 99.10Total Sewer Fund 27Page: 07/18/2013 CITY OF HERMOSA BEACH 28 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Asset Seizure/Forft Fund170 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3300 Fines & Forfeitures 3304 State Forfeited Funds 1,000.00 0.00 0.00 1,000.00 0.00 3307 Department of Justice Forfeited Funds 36,000.00 0.00 35,787.50 212.50 99.41 3308 Department of Treasury Forfeited Funds 1,000.00 0.00 0.00 1,000.00 0.00 Total Fines & Forfeitures 94.18 38,000.00 0.00 35,787.50 2,212.50 3400 Use Of Money & Property 3401 Interest Income 3,611.00 117.18 2,303.34 1,307.66 63.79 3450 Investment Discount 43.00 3.14 46.27 -3.27 107.60 3475 Investment Premium -221.00 -15.68 -237.73 16.73 107.57 Total Use Of Money & Property 61.52 3,433.00 104.64 2,111.88 1,321.12 3900 Other Revenue 3903 Contributions Non Govt 2,000.00 0.00 1,000.00 1,000.00 50.00 Total Other Revenue 50.00 2,000.00 0.00 1,000.00 1,000.00 4,533.62 38,899.38 104.64 43,433.00 89.56Total Asset Seizure/Forft Fund 28Page: 07/18/2013 CITY OF HERMOSA BEACH 29 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Fire Protection Fund180 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 643.00 14.56 356.64 286.36 55.47 3450 Investment Discount 8.00 0.39 7.25 0.75 90.63 3475 Investment Premium -39.00 -1.95 -37.38 -1.62 95.85 Total Use Of Money & Property 53.35 612.00 13.00 326.51 285.49 3900 Other Revenue 3912 Fire Flow Fee 10,000.00 1,445.67 11,784.36 -1,784.36 117.84 Total Other Revenue 117.84 10,000.00 1,445.67 11,784.36 -1,784.36 -1,498.87 12,110.87 1,458.67 10,612.00 114.12Total Fire Protection Fund 29Page: 07/18/2013 CITY OF HERMOSA BEACH 30 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Capital Improvement Fund301 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 13,165.00 350.68 7,915.40 5,249.60 60.12 3414 Fund Exchange 134.00 0.00 0.00 134.00 0.00 3450 Investment Discount 159.00 9.41 161.72 -2.72 101.71 3475 Investment Premium -821.00 -46.92 -833.94 12.94 101.58 Total Use Of Money & Property 57.32 12,637.00 313.17 7,243.18 5,393.82 3900 Other Revenue 3913 In-Lieu Fee/Street Pavement 0.00 0.00 6,770.00 -6,770.00 0.00 3955 Operating Transfers In 175,000.00 14,587.00 175,000.00 0.00 100.00 Total Other Revenue 103.87 175,000.00 14,587.00 181,770.00 -6,770.00 -1,376.18 189,013.18 14,900.17 187,637.00 100.73Total Capital Improvement Fund 30Page: 07/18/2013 CITY OF HERMOSA BEACH 31 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Artesia Blvd Relinquishment302 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 172.00 2.71 88.73 83.27 51.59 3450 Investment Discount 2.00 0.07 1.80 0.20 90.00 3475 Investment Premium -11.00 -0.34 -9.25 -1.75 84.09 81.72 81.28 2.44 163.00 49.87Total Artesia Blvd Relinquishment 31Page: 07/18/2013 CITY OF HERMOSA BEACH 32 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Beach Dr Assessment Dist Improvmnt Fund311 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3900 Other Revenue 3902 Refunds/Reimb Previous Years 0.00 0.00 802.51 -802.51 0.00 -802.51 802.51 0.00 0.00 0.00Total Beach Dr Assessment Dist Improvmnt Fund 32Page: 07/18/2013 CITY OF HERMOSA BEACH 33 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Bayview Dr Redemption Fund 2004-2609 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 1,220.00 53.24 858.06 361.94 70.33 361.94 858.06 53.24 1,220.00 70.33Total Bayview Dr Redemption Fund 2004-2 33Page: 07/18/2013 CITY OF HERMOSA BEACH 34 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Lwr Pier Dist Redemption Fund610 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 302.00 16.18 215.24 86.76 71.27 86.76 215.24 16.18 302.00 71.27Total Lwr Pier Dist Redemption Fund 34Page: 07/18/2013 CITY OF HERMOSA BEACH 35 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Beach Dr Assessment Dist Redemption Fund611 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 595.00 26.59 428.04 166.96 71.94 166.96 428.04 26.59 595.00 71.94Total Beach Dr Assessment Dist Redemption Fund 35Page: 07/18/2013 CITY OF HERMOSA BEACH 36 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Beach Dr Assessment Dist Reserve Fund612 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 43.00 1.55 29.83 13.17 69.37 13.17 29.83 1.55 43.00 69.37Total Beach Dr Assessment Dist Reserve Fund 36Page: 07/18/2013 CITY OF HERMOSA BEACH 37 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Myrtle Ave Assessment Fund617 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 749.00 45.72 552.26 196.74 73.73 196.74 552.26 45.72 749.00 73.73Total Myrtle Ave Assessment Fund 37Page: 07/18/2013 CITY OF HERMOSA BEACH 38 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Loma Drive Assessment Fund618 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 979.00 52.40 723.51 255.49 73.90 255.49 723.51 52.40 979.00 73.90Total Loma Drive Assessment Fund 38Page: 07/18/2013 CITY OF HERMOSA BEACH 39 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Bayview Dr Reserve Fund 2004-2619 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3400 Use Of Money & Property 3401 Interest Income 142.00 5.09 98.25 43.75 69.19 43.75 98.25 5.09 142.00 69.19Total Bayview Dr Reserve Fund 2004-2 39Page: 07/18/2013 CITY OF HERMOSA BEACH 40 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Insurance Fund705 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3800 Current Service Charges 3880 Insurance Service Charges 2,623,031.00 218,585.00 2,623,031.00 0.00 100.00 Total Current Service Charges 100.00 2,623,031.00 218,585.00 2,623,031.00 0.00 3900 Other Revenue 3902 Refunds/Reimb Previous Years 314,440.00 0.00 349,604.85 -35,164.85 111.18 3955 Operating Transfers In 1,987,433.00 0.00 0.00 1,987,433.00 0.00 Total Other Revenue 15.19 2,301,873.00 0.00 349,604.85 1,952,268.15 1,952,268.15 2,972,635.85 218,585.00 4,924,904.00 60.36Total Insurance Fund 40Page: 07/18/2013 CITY OF HERMOSA BEACH 41 10:00AM Page:revstat.rpt Revenue Status Report 6/1/2013 through 6/30/2013 Periods: 12 through 12 Equipment Replacement Fund715 Account Number Adjusted Estimate Revenues Year-to-date Revenues Balance Prct Rcvd 3800 Current Service Charges 3822 Building Maintenance Service Charges 101,555.00 8,142.90 101,224.90 330.10 99.67 3885 Comm Equip/Business Mach Charges 672,129.00 56,010.00 672,131.00 -2.00 100.00 3889 Vehicle/Equip Replacement Charges 867,409.00 72,285.00 867,409.00 0.00 100.00 Total Current Service Charges 99.98 1,641,093.00 136,437.90 1,640,764.90 328.10 3900 Other Revenue 3901 Sale of Real/Personal Property 0.00 0.00 86.15 -86.15 0.00 3903 Contributions Non Govt 3,000.00 250.00 3,000.00 0.00 100.00 3955 Operating Transfers In 4,625.00 390.00 4,625.00 0.00 100.00 Total Other Revenue 101.13 7,625.00 640.00 7,711.15 -86.15 241.95 1,648,476.05 137,077.90 1,648,718.00 99.99Total Equipment Replacement Fund Grand Total 42,931,980.00 2,457,454.36 39,768,054.46 3,163,925.54 92.63 41Page: BUILDING AREA:TOTAL NUMBER OF GUEST ROOMS:3022KING ROOM:DOUBLE ROOM:81429 HERMOSA AVENUEHERMOSA BOUTIQUE HOTELHERMOSA BEACH, CALIFORNIALOS ANGELES, CALIFORNIA 90066MR. LUIS DE MORAES, AIA VOICE: (310) 377-787313101 WASHINGTON BOULEVARD - 404PROJECT INFORMATIONLEGAL DESCRIPTION:ADDRESS:ARCHITECT:ZONE:PROJECT C-2CONTACT: ENVIROTECHNO ARCHITECTUREOWNER:EMAIL: luis@envirotechno.comSHEET INDEXPROJECT SCOPE:PROJECT DESCRIPTIONGROUND LEVEL FLOOR PLANA1.11429 HERMOSA AVENUEHERMOSA BEACH, CALIFORNIALOT SIZE:11,516 SQ.FT. SQ. FT.*COVER SHEET - PROJECT DATACS1.0RAJU CHHABRIA & RHAVI KHOSLAHERMOSA BOUTIQUE HOTEL, LLC205 PIER AVENUE, SUITE 201HERMOSA BEACH, CALIFORNIALOTS 15, 16, 17 AND 18 IN BLOCK 15 OF HERMOSA BEACH, IN THECITY OF HERMOSA BEACH, COUNTY OF LOS ANGELES, STATE OFCALIFORNIA, AS PER MAP RECORDED IN BOOK 1 PAGES 25 AND 26OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.APN 4183-004-028MIDDLE LEVEL FLOOR PLANA1.2UPPER LEVEL FLOOR PLANA1.3ROOF LEVEL PLANA1.4SOUTH ELEVATION AND EAST ELEVATIONA2.1NORTH ELEVATION AND WEST ELEVATIONA2.2PROPOSED PROJECT IS A (3) THREE STORY BOUTIQUEHOTEL (GROUND LEVEL/ GARAGE+2 STORIES) HAVING ATOTAL OF 30 GUEST ROOMS (10 DOUBLE, 20 KING SIZEGUEST ROOM). IT INCLUDES MULTI-FUNCTION ROOM, GYM,SPA, WITH MULTIPLE OUTDOOR SITTING AREAS.MAX. BUILDING HEIGHT:30 FEETNUMBER OF GUEST ROOMS:STANDARD SPACES:208COMPACT SPACES:ACCESSIBLE SPACES:2PARKING (1 PER GUESTROOM):(*) LOT SIZE BASED UPON SURVEY PREPAREDBY DCi ENGINEERING, INC - JUNE 201230TOTAL NUMBER OF PARKING SPACES:BUILDING SECTIONSA3.1FLOOR AREA ANALYSISG1.0SURVEYC1SITE PLANA1.0SURVEYC2COMMERCIAL/COMMON AREA:2,777 SQ. FT.GARAGE AREA:7,560 SQ. FT.GROUND LEVEL FLOOR PLAN AREA:10,337 SQ. FT.COMMERCIAL/COMMON AREA:1,137 SQ. FT.6,571 SQ. FT.UPPER LEVEL FLOOR PLAN AREA:GUEST ROOM AREA:5,434 SQ. FT.COMMERCIAL/COMMON AREA:1,155 SQ. FT.6,886 SQ. FT.MIDDLE LEVEL FLOOR PLAN AREA:GUEST ROOM AREA:5,731 SQ. FT.9,166 SQ. FT.ROOF AREA:448 SQ. FT.PROPOSED MECHANICAL EQUIP. AREA:458.3 SQ. FT.5% MAX. AREA MECH. EQUIP.:1,148 SQ. FT.CORRIDOR AREA:383 SQ. FT.OUTDOOR AREA:1,218 SQ. FT.CORRIDOR AREA:1,069 SQ. FT.OUTDOOR AREA:1,126 SQ. FT.BALCONY AREA:1,126 SQ. FT.BALCONY AREA:9,543 SQ. FT.TOTAL MIDDLE LEVEL FLOOR PLAN AREA:9,664 SQ. FT.TOTAL UPPER LEVEL FLOOR PLAN AREA:29,544 SQ. FT.TOTAL GROSS BUILDING AREA:SOUTH LIGHTING ELEVATION & EAST LIGHTING ELEVATIONLT2.1NORTH LIGHTING ELEVATION & WEST LIGHTING ELEVATIONLT2.2PRELIMINARY GROUND LEVEL FLOOR PLANLP.1PRELIMINARY MIDDLE LEVEL FLOOR PLANLP.2PRELIMINARY UPPER LEVEL FLOOR PLANLP.3JOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLC COVER SHEET - PROJECT DATA JOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLCSCALE:1/16"=1'-0"GROUND LEVEL PLANSCALE:1/16"=1'-0"MIDDLE LEVEL PLANSCALE:1/16"=1'-0"UPPER LEVEL PLANSCALE:1/16"=1'-0"ROOF LEVEL PLANFLOOR AREA ANALYSIS SCALE:1/8"=1'-0"SITE PLANJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLC SITE PLAN - PROPOSED SCALE:1/4"=1'-0"GROUND LEVEL FLOOR PLANJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLC GROUND LEVEL FLOOR PLAN SCALE:1/4"=1'-0"MIDDLE LEVEL FLOOR PLANJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLC MIDDLE LEVEL FLOOR PLAN SCALE:1/4"=1'-0"UPPER LEVEL FLOOR PLANJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLC UPPER LEVEL FLOOR PLAN SCALE:1/4"=1'-0"ROOF LEVEL PLANJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLC ROOF LEVEL PLAN PROPERTY LINE1'-0"8'-0"1'-3"8'-0"1'-3"9'-0"10'-3"9'-3"9'-0"30'-0" PROPERTY LINE30' MAX. HEIGHT30' MAX. HEIGHT45.25'CRITICAL POINTSIDEWALKHERMOSA AVENUE11'-5"30'-0"1'-0"8'-0"1'-3"1'-3"9'-0"8'-0"9'-0"10'-3"9'-3"PROPERTY LINE PROPERTY LINE30' MAX. HEIGHT30'-0"SIDEWALKFIFTEENTH STREETFIFTEENTH COURTSHIELDED CONTINUOUSLIGHTINGSHIELDED CONTINUOUSLIGHTINGSCALE: 1/4"=1'-0"SOUTH ELEVATIONASCALE: 1/4"=1'-0"EAST ELEVATIONJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLCBSOUTH ELEVATION AND EAST ELEVATION 1'-3"1'-0"8'-0"8'-0"1'-3"9'-0"10'-3"9'-3"9'-0" PROPERTY LINE PROPERTY LINE30'-0"30' MAX. HEIGHT30' MAX. HEIGHTSIDEWALKHERMOSA AVENUE8'-0"MECHANICAL EQUIPMENTTYP.1'-0"8'-0"1'-3"8'-0"1'-3"9'-0"10'-3"9'-3"9'-0"PROPERTY LINE PROPERTY LINE 30'-0" 30'-0"30' MAX. HEIGHT30' MAX. HEIGHT45.25'CRITICAL POINTFIFTEENTH COURTFIFTEENTH STREETSCALE: 1/4"=1'-0"NORTH ELEVATIONSCALE: 1/4"=1'-0"WEST ELEVATIONJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLCCDNORTH ELEVATION AND WEST ELEVATION 1'-0"8'-0"1'-3"8'-0"1'-3"9'-3"PROPERTY LINE10'-6"9'-3"9'-0" 1'-0"8'-0"1'-3"8'-0"1'-3"9'-0" 10'-3"9'-3"9'-0" PROPERTY LINE ELEVATOR1'-0"8'-0"1'-3"1'-3"9'-0"8'-0"9'-0"10'-3"9'-3" PROPERTY LINE SIDEWALKFIFTEENTH STREETFIFTEENTH COURTPROPERTY LINE SCALE: 1/4"=1'-0"SECTION - 11SCALE: 1/4"=1'-0"SECTION - 22JOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, SUITE 404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CALIFORNIA HERMOSA BOUTIQUE HOTEL, LLC BUILDING SECTIONS JOB NO: DATE: SCALE: DRAWN BY: SHEET NO:SHEET TITLE:CHECKED BY: 0012-03 ENM LDMPROJECT TITLE:CLIENT NAME:09-17-12 AS NOTED 13101 WASHINGTON BOULEVARD, SUITE 404 LOS ANGELES, CALIFORNIA 90066 310-377-7873 VOICE e-mail: luis@envirotechno.com website: envirotechno.com HERMOSABOUTIQUE HOTEL1429 HERMOSA AVENUEHERMOSA BEACH, CARAJU CHHABRIA & RHAVI KHOSLA205 PIER AVENUE, SUITE 201HERMOSA BEACH, CALIFORNIAHERMOSA BOUTIQUEHOTEL, LLCSOUTH LIGHTING ELEVATION & EAST LIGHTING ELEVATIONOPTION 2LT2.1LT2.1 TRC TRC B SCALE: 1/4"=1'-0" EAST LIGHTING ELEVATION - OPTION 2 C SCALE: 1/4"=1'-0" NORTH LIGHTING ELEVATION - OPTION 2 WALL MOUNTED SHIELDED LUMINAIRE TO UPLIGHT VERTICAL SLOTS (TYPICAL) WALL MOUNTED SHIELDED LUMINAIRE TO UPLIGHT VERTICAL SLOTS (TYPICAL) BACKLIT LETTERS RECESSED LENSED LINEAR LED (TYPICAL) CONCEALED LOW LEVEL LINEAR LED TO WASH WALL FINIISH (TYPICAL) JOB NO: DATE: SCALE: DRAWN BY: SHEET NO:SHEET TITLE:CHECKED BY: 0012-03 ENM LDMPROJECT TITLE:CLIENT NAME:09-17-12 AS NOTED 13101 WASHINGTON BOULEVARD, SUITE 404 LOS ANGELES, CALIFORNIA 90066 310-377-7873 VOICE e-mail: luis@envirotechno.com website: envirotechno.com HERMOSABOUTIQUE HOTEL1429 HERMOSA AVENUEHERMOSA BEACH, CARAJU CHHABRIA & RHAVI KHOSLA205 PIER AVENUE, SUITE 201HERMOSA BEACH, CALIFORNIAHERMOSA BOUTIQUEHOTEL, LLCNORTH LIGHTING ELEVATION & WEST LIGHTING ELEVATIONOPTION 2LT2.2LT2.2 TRC TRC D SCALE: 1/4"=1'-0" WEST LIGHTING ELEVATION - OPTION 2 A SCALE: 1/4"=1'-0" SOUTH LIGHTING ELEVATION - OPTION 2 WALL MOUNTED SHIELDED LUMINAIRE TO UPLIGHT VERTICAL SLOTS (TYPICAL) CONCEALED LOW LEVEL LINEAR LED TO WASH WALL FINIISH (TYPICAL) RECESSED LENSED LINEAR LED (TYPICAL) CONCEALED LOW LEVEL LINEAR LED TO WASH WALL FINIISH (TYPICAL) SCALE:1/4"=1'-0"GROUND LEVEL FLOOR PLANJOB NO:DATE:SCALE:DRAWN BY:SHEET NO:SHEET TITLE:CHECKED BY:0012-03ENMLDMPROJECT TITLE:CLIENT NAME:09-17-12AS NOTED13101 WASHINGTON BOULEVARD, #404LOS ANGELES, CALIFORNIA 90066310-377-7873 VOICEe-mail: luis@envirotechno.comwebsite: envirotechno.comLUIS DEMORAES,AIALIC E NSEDARCHITECTLIC # C32440HERMOSA BOUTIQUE HOTEL 1429 HERMOSA AVENUE HERMOSA BEACH, CA 90254 RAJU CHHABRIA & RHAVI KHOSLA 205 PIER AVENUE, SUITE 201 HERMOSA BEACH, CA 90254 HERMOSA BOUTIQUE HOTEL, LLC REVISION - 06-04-2013 GROUND LEVEL FLOOR PLAN LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc TABLE OF CONTENTS SECTION PAGE 1.0 Introduction ................................................................................................................................ 1 1.1 Study Area .......................................................................................................................... 3 2.0 Project Description .................................................................................................................... 5 2.1 Site Location ....................................................................................................................... 5 2.2 Existing Project Site ........................................................................................................... 5 2.3 Proposed Project Description ............................................................................................ 6 3.0 Mobility Review ......................................................................................................................... 8 3.1 Existing Project Site Vehicular Access ............................................................................. 8 3.2 Proposed Project ................................................................................................................. 9 3.2.1 Vehicular Site Access Review .............................................................................. 9 3.2.2 Pedestrian Access Review .................................................................................... 10 3.2.3 Bicycle Access Review ......................................................................................... 11 3.2.4 Service and Delivery Operations .......................................................................... 12 3.3 Site Distance Review ......................................................................................................... 12 3.3.1 Project Driveway Sight Distance Review ............................................................ 14 3.4 Project Access Recommendations ..................................................................................... 14 4.0 Existing Street System ............................................................................................................... 15 4.1 Local Roadway System ..................................................................................................... 15 4.2 Roadway Descriptions ....................................................................................................... 15 4.3 Public Bus Transit Service ................................................................................................. 17 5.0 Traffic Counts ............................................................................................................................ 20 6.0 Traffic Forecasting Methodology ............................................................................................ 24 6.1 Project Traffic Generation ................................................................................................. 24 6.2 Project Traffic Distribution and Assignment .................................................................... 26 7.0 Future Traffic Conditions ........................................................................................................ 30 7.1 Related Projects Traffic Characteristics ............................................................................ 30 7.2 Ambient Traffic Growth .................................................................................................... 35 8.0 Traffic Impact Analysis Methodology .................................................................................... 36 8.1 Impact Criteria and Thresholds ......................................................................................... 36 8.2 Intersection Capacity Utilization Methods of Analysis .................................................... 36 8.2.1 Signalized Intersections ......................................................................................... 36 8.2.2 Unsignalized Intersections .................................................................................... 37 8.3 Traffic Impact Analysis Scenarios .................................................................................... 38 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc TABLE OF CONTENTS (CONTINUED) SECTION PAGE 9.0 Traffic Analysis ....................................................................................................................... 39 9.1 Existing Traffic Conditions ............................................................................................. 39 9.1.1 Existing Conditions ............................................................................................. 39 9.1.2 Existing With Project Conditions........................................................................ 39 9.2 Future Traffic Conditions ................................................................................................ 39 9.2.1 Future Without Project Conditions ..................................................................... 39 9.2.2 Future With Project Conditions .......................................................................... 46 10.0 Transportation Improvement Measures .............................................................................. 49 10.1 Project Access Recommendations ................................................................................... 49 10.2 Transportation Demand Management ............................................................................. 50 11.0 Congestion Management Program Traffic Impact Assessment ........................................ 51 11.1 Intersections ..................................................................................................................... 51 11.2 Freeways .......................................................................................................................... 51 11.3 Transit Impact Review ..................................................................................................... 52 12.0 Parking Supply-Demand Analysis ........................................................................................ 53 12.1 City Code Parking Analysis ............................................................................................ 53 12.1.1 City Code Parking Requirements ........................................................................ 53 12.1.2 Planned Parking Supply ...................................................................................... 54 12.1.3 Project Parking Supply-Demand Analysis ......................................................... 55 12.2 Shared Parking Demand Analysis ................................................................................... 55 12.2.1 Shared Parking Rationale and Basis ................................................................... 55 12.2.2 Shared Parking Analysis Results ........................................................................ 56 12.3 Parking Recommendations .............................................................................................. 56 13.0 Summary of Findings and Conclusions ................................................................................ 59 APPENDICES APPENDIX A. Traffic Count Data B. Intersection Level of Service Data Worksheets C. Shared Parking Demand Data LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc TABLE OF CONTENTS (CONTINUED) LIST OF FIGURES SECTION—FIGURE # PAGE 1–1 Vicinity Map ...................................................................................................................... 2 2–1 Ground Floor Site Plan ...................................................................................................... 7 4–1 Existing Roadway Conditions and Intersection Controls ............................................. 16 4–2 Existing Public Transit Routes ........................................................................................... 19 5–1 Existing Traffic Volumes – Weekday AM Peak Hour .................................................... 22 5–2 Existing Traffic Volumes – Weekday PM Peak Hour ..................................................... 23 6–1 Project Trip Distribution .................................................................................................... 27 6–2 Project Traffic Volumes – Weekday AM Peak Hour ...................................................... 28 6–3 Project Traffic Volumes – Weekday PM Peak Hour ....................................................... 29 7–1 Location of Related Projects ............................................................................................... 32 7–2 Related Projects Traffic Volumes – Weekday AM Peak Hour ....................................... 33 7–3 Related Projects Traffic Volumes – Weekday PM Peak Hour ....................................... 34 9–1 Existing With Project Traffic Volumes – Weekday AM Peak Hour .............................. 42 9–2 Existing With Project Traffic Volumes – Weekday PM Peak Hour .............................. 43 9–3 Future Without Project Traffic Volumes – Weekday AM Peak Hour ........................... 44 9–4 Future Without Project Traffic Volumes – Weekday PM Peak Hour ............................ 45 9–5 Future With Project Traffic Volumes – Weekday AM Peak Hour ................................. 47 9–6 Future With Project Traffic Volumes – Weekday PM Peak Hour .................................. 48 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc TABLE OF CONTENTS (CONTINUED) LIST OF TABLES SECTION—TABLE # PAGE 4–1 Existing Transit Routes ....................................................................................................... 18 5–1 Existing Traffic Volumes .................................................................................................... 21 6–1 Project Trip Generation ..................................................................................................... 25 7–1 List of Related Projects and Related Projects Trip Generation .......................................... 31 8–1 Level of Service Criteria for Signalized Intersections........................................................ 36 8–2 Level of Service Criteria for Unsignalized Intersections ................................................... 37 8–3 Intersection Impact Threshold Criteria ............................................................................... 38 9–1 Existing Conditions Levels of Service Summary ............................................................... 40 9–2 Future Conditions Level of Service Summary.............................................................. 41 12–1 Weekday Shared Parking Demand Analysis ...................................................................... 57 12–2 Weekend Shared Parking Demand Analysis ................................................................ 58 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc TRAFFIC IMPACT STUDY HERMOSA BOUTIQUE HOTEL PROJECT City of Hermosa Beach, California February 13, 2013 1.0 INTRODUCTION This traffic impact study addresses the potential traffic impacts and parking requirements associated with the Hermosa Boutique Hotel project. The project applicant proposes to develop a boutique type hotel with one parking level to be located at 1429 Hermosa Avenue in the City of Hermosa Beach, California. The proposed project site is situated along the west side of Hermosa Avenue between 15th Street to the north and 15th Court to the south. The proposed 1429 Hermosa Avenue project site location and general vicinity are shown in Figure 1-1. This report1 This traffic report satisfies the traffic impact study requirements of the City of Hermosa Beach and is consistent with the 2010 Congestion Management Program for Los Angeles County documents the findings and recommendations of a traffic impact analysis, as well as a parking analysis, prepared by Linscott, Law & Greenspan, Engineers (LLG Engineers) to determine the potential impacts associated with the Hermosa Boutique Hotel project. The traffic analysis evaluates the existing operating conditions at eight (8) key study intersections within the project vicinity, estimates the trip generation potential of the proposed project, and forecasts future operating conditions without and with the proposed project. Where necessary, intersection improvements and/or mitigation measures are identified. This report has been prepared in consultation with City of Hermosa Beach staff and the City’s consultant Traffic Engineer. 2 1 This report supersedes the previously submitted document, Traffic Impact Study, Hermosa Boutique Hotel Project, City of Hermosa Beach, California, prepared by LLG Engineers and dated November 26, 2012. The Scope of Work for this traffic study was developed in conjunction with the City of Hermosa Beach staff and the City’s consultant Traffic Engineer. The project site has been visited and an inventory of adjacent area roadways and intersections was performed. Existing peak hour traffic information has been collected at the eight (8) key study locations on a typical weekday (i.e., Tuesday, Wednesday, or Thursday) for use in the preparation of intersection Level of Service calculations. Information concerning cumulative projects (planned and/or approved) in the vicinity of the proposed project has been researched at the City of Hermosa Beach. Based on recent research, eight (8) related projects are planned in the City of Hermosa Beach. These eight (8) planned and/or approved related projects were therefore considered in the cumulative traffic analysis for this project. 2 2010 Congestion Management Program for Los Angeles County, Los Angeles County Metropolitan Transportation Authority, 2010. - 1 - - 2 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc This traffic report analyzes existing and future weekday AM peak hour and PM peak hour traffic conditions for a future-term (Year 2014) traffic setting upon completion of the proposed Hermosa Boutique Hotel project. Peak hour traffic forecasts for the Year 2014 horizon year have been projected by increasing existing traffic volumes by an annual growth rate of one percent (1.0%) per year and adding traffic volumes generated by eight (8) related projects. In addition, the planned project parking supply is compared with the City of Hermosa Beach Off-street Parking Code requirement. 1.1 Study Area Eight (8) study intersections have been identified for evaluation during the weekday morning and afternoon peak hours based upon coordination with City of Hermosa Beach staff and the City’s contract Traffic Engineer. The study intersections provide local access to the study area and define the extent of the boundaries for this traffic impact analysis. Further discussion of the existing street system and study area is provided in Section 4.0. The general location of the project in relation to the study locations and surrounding street system is presented in Figure 1-1. The traffic analysis study area is generally comprised of those locations which have the greatest potential to experience significant traffic impacts due to the proposed project as defined by the Lead Agency. In the traffic engineering practice, the study area generally includes those intersections that are: a. Immediately adjacent or in close proximity to the project site; b. In the vicinity of the project site that are documented to have current or projected future adverse operational issues; and c. In the vicinity of the project site that are forecast to experience a relatively greater percentage of project-related vehicular turning movements (e.g., at freeway ramp intersections). The locations selected for analysis were based on the above criteria, proposed Hermosa Boutique Hotel project peak hour vehicle trip generation, anticipated distribution of project vehicular trips and existing intersection/corridor operations. The eight (8) intersections listed below provide local access to the study area and define the extent of the boundaries for this traffic impact investigation. 1. Manhattan Avenue/27th Street-Greenwich Village 2. Hermosa Avenue/15th Street 3. Hermosa Avenue/14th Street 4. Hermosa Avenue/13th Street - 3 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 5. Hermosa Avenue/Pier Avenue 6. Manhattan Avenue West/Pier Avenue 7. Manhattan Avenue East/Pier Avenue 8. Monterey Boulevard/Pier Avenue The Volume-to-Capacity and Level of Service investigations at these key locations were used to evaluate the potential traffic-related impacts associated with area growth, cumulative projects and the proposed Hermosa Boutique Hotel project. When necessary, this report recommends intersection improvements that may be required to accommodate future traffic volumes and restore/maintain an acceptable Level of Service, and/or to mitigate the impact of the project. Included in this traffic and parking analysis are: • Existing traffic counts, • Estimated project traffic generation/distribution/assignment, • Estimated cumulative project traffic generation/distribution/assignment, • Weekday AM and PM peak hour capacity analyses for existing conditions (Year 2012) without and with project traffic, • Weekday AM and PM peak hour capacity analyses for future (Year 2014) conditions without and with project traffic, • Project-specific improvements, where necessary, • Congestion Management Program Traffic Impact Assessment, and • Parking analysis evaluation. - 4 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 2.0 PROJECT DESCRIPTION The project applicant seeks to obtain entitlements to construct a boutique-type hotel with one parking level to be located in the Downtown district of the City of Hermosa Beach, California. The proposed project site is situated along the west side of Hermosa Avenue between 15th Street to the north and 15th Court to the south. The proposed Hermosa Boutique Hotel project site location and general vicinity are shown in Figure 1-1. 2.1 Site Location The project site is located within close proximity to Lower Pier Avenue, the City’s public parking structure, the Hermosa Beach Pier, and The Strand, as well as the Hermosa Avenue and Pier Avenue commercial corridors. The project location and development concept will promote the efficient and convenient travel by all appropriate modes (e.g., pedestrian, bicycle, transit, and vehicular) for hotel guests and employees. In addition, the project will complement the Downtown area environment where different modes of travel co-exist and share the roadway, providing seamless connections and reinforcing each other to develop a balanced and efficient transportation system. The project site is located approximately two blocks from the City’s public parking structure, which is located west of Hermosa Avenue between 14th Court and 13th Street. The public parking structure currently provides a total of 359 parking spaces, including 261 public spaces and 98 spaces allocated to the Beach House Hotel for guest and valet parking. The City of Hermosa Beach planned and constructed this public parking structure to serve the Downtown district and encourage development in the vicinity. The City’s parking structure is complementary of its Municipal Zoning Code which provides parking in-lieu fees for projects located in the Downtown district. Parking in-lieu fees are used to encourage development in the Downtown district, while planning and providing for parking on a district-wide basis. Generally, in-lieu parking provides the opportunity to cluster parking (as the City of Hermosa Beach has done with the existing Downtown parking structure), to build parking more efficiently, and to facilitate development in locations with difficult parcel configurations. 2.2 Existing Project Site The existing project site is situated at 1429 Hermosa Avenue, at the southwest corner of the Hermosa Avenue/15th Street intersection and is currently vacant. The project site was previously occupied by two buildings that were utilized for restaurant uses (i.e., Classic Burger restaurant and Hermosa Beach Donuts & Coffee restaurant), and surface parking spaces. All of the prior buildings and surface parking spaces on the project site were demolished as part of a previously proposed development project. - 5 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 2.3 Proposed Project Description The project site is located at 1429 Hermosa Avenue (at the southwest corner of the Hermosa Avenue/15th Street intersection). The existing project site is currently vacant. The proposed project consists of the development of a boutique hotel with a total of 30 guest rooms including eight double rooms and 22 single (king) rooms, and ancillary support facilities (e.g., lobby/check-in, sitting areas, and multi-purpose spaces, etc.) as is commonly provided within most hotels. However, it should be noted that the proposed project will not include banquet halls, other large scale meeting space, or restaurants/lounges for non-guests. The proposed project is planned to include a total of roughly 30 parking spaces with all of the parking spaces provided on the ground level. Vehicular access to the site is planned to be provided via a single driveway on 15th Street along the northerly property frontage and via a single driveway on 15th Court along the southerly property frontage. Additionally, all parking for guests and visitors at the proposed project will be conducted via valet parking operations. Construction of the proposed project is planned to begin in year 2013 with occupancy in year 2014. The ground floor level site plan for the proposed Hermosa Boutique Hotel project is illustrated in Figure 2-1. - 6 - - 7 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 3.0 MOBILITY REVIEW As discussed with City staff and the City’s consultant Traffic Engineer, a review has been prepared of access to the project site in terms of mobility for all travel modes including vehicular, pedestrian, bicycle, goods movement (i.e., service/delivery for the proposed project), transit, etc. The City of Hermosa Beach has long committed to promote and develop efficient and convenient travel by all appropriate modes. As stated in the Final Circulation Transportation and Parking (Final CTP) Element of the City of Hermosa Beach General Plan (March 1990), “OVERALL GOAL: Provide a balanced transportation system for the safe and efficient transport of people and goods consistent with the goals of the Land Use Element.” The objectives of the Final CTP Element include maximizing use of alternative transportation modes and minimizing residential neighborhood traffic intrusion. The goals and policies in the General Plan recognize the built-out character of Hermosa Beach and reflect the constraints imposed by a long-established street network, as well as relatively fixed land use patterns. However, the City’s chief aim is to work creatively within these constraints to enhance all modes of transportation and to provide for safe and efficient circulation for all City residents and visitors. The mobility review includes consideration of vehicular access to and from the project site, pedestrian and bicycle access in the project vicinity, and service/delivery access to the project site. Brief summaries of the key mobility and access associated with the project are provided in the following subsections. 3.1 Existing Project Site Vehicular Access Vehicular access to the existing project site is provided via a total of two driveways including one driveway on 15th Street and one driveway on 15th Court. It is noted that the existing site driveways are no longer in use as the project site has been vacant for the last few years. Brief descriptions of the existing project site driveways are provided in the following paragraphs. • Existing Site: 15th Street Driveway This driveway is located on the south side of 15th Street (i.e., along the northerly property frontage) near the westerly portion of the project site. This existing site driveway is situated roughly 75 feet west of Hermosa Avenue and previously provided access to the surface parking lot on the site. The existing 15th Street driveway accommodates full access (i.e., left- turn and right-turn ingress and egress vehicular turning movements). - 8 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc • Existing Site: 15th Court Driveway This driveway was located on the north side of 15th Court (i.e., along the southerly property frontage), approximately mid-way between the westerly property boundary and Hermosa Avenue. The prior site 15th Court driveway previously accommodated full access (i.e., left- turn and right-turn ingress and egress vehicular turning movements). 3.2 Proposed Project 3.2.1 Vehicular Site Access Review The proposed site access scheme for the Hermosa Boutique Hotel project is displayed in Figure 2-1. Access to the proposed project site will be provided via a total of two driveways: one driveway on 15th Street and one driveway on 15th Court. The two proposed project site driveways are located in similar locations to the prior site driveways. Descriptions of the planned project site access points are provided in the following paragraphs. • Proposed Project: 15th Street Driveway This project driveway will be located on the south side of 15th Street, approximately mid-way along the northerly property frontage. The proposed project site driveway is planned to be 25 feet in width and will be located just easterly of the existing site driveway on 15th Street which provided access to the site. The proposed 15th Street project site driveway will accommodate full access (i.e., left-turn and right-turn ingress and egress turning movements) into and out of the site. However, it is noted that nearly all traffic movements at this driveway will be westbound left-turn inbound and northbound right-turn outbound movements as 15th Street terminates at The Strand just west of the project site. It is anticipated that the 15th Street driveway will be the primary access point for guests and visitors at the project. This driveway will provide access to the internal site drive aisle where the valet operations station will be situated for drop-off and pick-up operations. The planned project site driveway will be constructed to City of Hermosa Beach design standards. • Proposed Project: 15th Court Driveway This project driveway will be located on the north side of 15th Court, approximately mid-way along the southerly property frontage. The proposed project site driveway is planned to be 25 feet in width and will be located in essentially the same location as the prior site driveway on 15th Court which provided access to the site. As 15th Court terminates at Noble Park just west of the project site, it is anticipated that traffic movements at this site driveway be limited to westbound right-turn ingress and southbound left-turn egress turning movements into and out of the site. The planned project site driveway will be constructed to City of Hermosa Beach design standards. - 9 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc Vehicular access to the proposed project site will be accommodated via the two driveways as described above (i.e., one driveway on 15th Street and one driveway on 15th Court). With this site access configuration, the potential vehicle-pedestrian-bicycle conflicts are essentially the same as when the site was previously occupied. It should be noted that the location, placement and configuration of the future on-street parking spaces along the 15th Street property frontage will need to be developed in coordination with the City’s Public Works Department. At a minimum, it is anticipated that the on-street parking spaces adjacent to the project site will need to be adjusted to accommodate the new site driveway location and that one on-street parking space may need to be removed. Should this occur, it is recommended that the project applicant contribute an in-lieu fee to the City’s improvement fund towards the Downtown district to mitigate the net loss of the public parking space. 3.2.2 Pedestrian Access Review Downtown Hermosa Beach experiences a high level of pedestrian activity, particularly along the Hermosa Avenue, The Strand and Pier Avenue near the project site. Based on the existing level of pedestrian activity in the area and the proximity of these key corridors, it is anticipated that there also will be a high level of pedestrian activity generated to and from the proposed project. The proposed project site has been designed to encourage pedestrian activity and walking as a transportation mode3. As indicated in Figure 2-1, pedestrian walkways are planned throughout the site, as well as connect to the adjacent sidewalks, in a manner that promotes walkability. Walkability is a term for the extent to which walking is readily available as a safe, connected, accessible and pleasant mode of transport.4 • Connectivity: People can walk from one place to another without encountering major obstacles, obstructions, or loss of connectivity. There are five basic requirements that are widely accepted as key aspects of the walkability of urban areas that should be satisfied. The underlying principle is that pedestrians should not be delayed, diverted, or placed in danger. The five primary characteristics of walkability are as follows: • Convivial: Pedestrian routes are friendly and attractive, and are perceived as such by pedestrians. • Conspicuous: Suitable levels of lighting, visibility and surveillance over its entire length, with high quality delineation and signage. • Comfortable: High quality and well-maintained footpaths of suitable widths, attractive landscaping and architecture, shelter and rest spaces, and a suitable allocation of roadspace to pedestrians. 3 For example, refer to http://www.walkscore.com/, which generates a walkability score of approximately 83 (Very Walkable – most errands can be accomplished on foot) out of 100 for the project site. Walk Score calculates the walkability of an address by locating nearby stores, restaurants, schools, parks, etc. Walk Score measures how easy it is to live a car-lite lifestyle—not how pretty the area is for walking. - 10 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc • Convenient: Walking is a realistic travel choice, partly because of the impact of the other criteria set forth above, but also because walking routes are of a suitable length as a result of land use planning with minimal delays. A review of the project site plan and pedestrian walkways indicates that these five primary characteristics are accommodated as part of the proposed project. The project site is adjacent to and accessible from the Downtown Hermosa Beach area, nearby retail, restaurant and entertainment opportunities, as well as The Strand and the beach. The pedestrian walkways within the site will be appropriately landscaped and adorned to provide a friendly walking environment. Additionally, the walkways and connections with the external environment will be well lit and include a wayfinding signage program. Pedestrian project access to the site will be provided along the 15th Street and Hermosa Avenue property frontages. Pedestrian circulation around the periphery of the project site will be accommodated by the public sidewalks. The main lobby entrance for pedestrians will be accessed via the internal drive aisle and the sidewalks along both Hermosa Avenue and 15th Street. Within the lobby area, an elevator and stairwells will be provided for pedestrian access to/from the upper floors of the building (i.e., Stairwell Nos. 1 and 2). A secondary stairwell (i.e., Stairwell No. 3) for pedestrian access to/from the upper floors of the building will be provided along the westerly property frontage. 3.2.3 Bicycle Access Review Bicycle access to the project site is facilitated by the City of Hermosa Beach bicycle roadway network. A total of four existing or proposed bicycle facilities (e.g., Class I Bicycle Path, Class II Bicycle Lanes, Class III Bicycle Routes, Proposed Bicycle Routes, etc.) in the City’s bicycle network are located within an approximate one-half mile radius from the project site. The following bicycle facilities are located in the vicinity of the Hermosa Boutique Hotel project site: • - The Strand: Class I Bicycle Lane North-South Routes - Hermosa Avenue: Class III Bicycle Route with Sharrows/Share the Road Signs - Monterey Boulevard: Proposed Class III Bicycle Route with Sharrows/Share the Road Signs 4 Chapter 4 of the Pedestrian Network Planning and Facilities Design Guide, Government of New Zealand, from the www.ltsa.govt.nz website. - 11 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc • - Pier Avenue: Proposed Class III Bicycle Route with Sharrows/Share the East-West Routes Road Signs The Federal and State transportation system recognizes three primary bikeway facilities: Bicycle Paths (Class I), Bicycle Lanes (Class II), and Bicycle Routes (Class III). Bicycle Paths (Class I) are exclusive car free facilities that are typically not located within a roadway area. Bicycle Lanes (Class II) are part of the street design that is dedicated only for bicycles and identified by a striped lane separating vehicle lanes from bicycle lanes. Bicycle Routes (Class III) are preferably located on collector and lower volume arterial streets. Use of bicycles as a transportation mode to and from the project site should be encouraged by the provision of ample and safe parking. It is recommended that the proposed project include bicycle parking within the ground floor of the project site. The bicycle spaces should be provided in a readily accessible location(s). The selected location(s) should encourage use and maintain visibility for personal safety and theft protection. Appropriate lighting will be provided to increase safety and provide theft protection during night-time parking. 3.2.4 Service and Delivery Operations As 15th Court is a discontinuous roadway, it is recommended that service and deliveries (e.g., daily linen service/delivery) at the proposed project site be conducted via use of the on-street meter parking along the Hermosa Avenue frontage during early morning hours, rather than conducting head-in and back-out maneuvers to/from 15th Court. This recommendation is intended to limit the potential conflicts between service/delivery vehicles with pedestrians and bicyclists along Hermosa Avenue, particularly since the egress movement from 15th Court would require backup movements. Also, it is recommended that consideration be given to signing one or possibly two on-street meter spaces along the Hermosa Avenue property frontage as “No Parking Except Trucks” for the identified service and delivery early morning hours (e.g., 7:00 to 9:00 AM). The location of the on- street space(s) and designated early morning service/delivery hours can be determined in consultation with City staff. 3.3 Sight Distance Review Based on comments received from City staff and the City’s consultant traffic engineer, a review has been prepared of the sight distance at the project driveway in terms of vehicular movements and pedestrian circulation. The sight distance evaluation includes a review of vehicular access to and from the project driveway on 15th Street. Brief summaries of the key existing and proposed project conditions are presented in the following paragraphs. - 12 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc • Existing Site Driveway on 15th Street The existing site driveway on 15th Street is situated approximately 67 feet west of Hermosa Avenue (i.e., measured from the beginning curb radius on 15th Street at Hermosa Avenue to the east side of the driveway). The existing driveway is approximately 21 feet wide. Three public on-street meter parking spaces are currently provided between the existing site driveway and Hermosa Avenue. Five feet of painted red curb is provided immediately east of the existing site driveway. Immediately west of the existing site driveway the following on-street elements are provided: two feet of painted red curb, one public on-street metered parking space, and then an approximate 30-foot wide private driveway associated with an adjacent apartment building. • Proposed Project Site Driveway on 15th Street The proposed project site driveway on 15th Street will be relocated easterly to a point approximately 49 feet west of Hermosa Avenue (i.e., measured from the beginning curb radius on 15th Street). Two public metered parking spaces can be retained between the proposed project site driveway and Hermosa Avenue. However, it is recommended that these two metered parking spaces be shifted roughly five feet easterly toward Hermosa Avenue. Approximately five feet of painted red curb also can be provided immediately east of the proposed site driveway. Immediately west of the project site driveway, painted red curb will be extended between the site driveway and the existing metered parking space (i.e., for a total of roughly 15 feet of red curb). While the proposed project site driveway placement could result in the loss of one on-street metered parking space when compared to existing conditions, the sight distance for exiting hotel motorists would be improved with the project (i.e., since only two feet of red curb exists west of the existing site driveway and 15 feet of red curb would be provided west of the project site driveway in the future with construction of the proposed hotel). • Public Sidewalks A 13-foot wide sidewalk is currently provided adjacent to the project site along the 15th Street property frontage. A six-foot wide sidewalk is presently provided adjacent to the project site along the Hermosa Avenue property frontage. No changes to the adjacent public sidewalks are expected to occur as part of the proposed project. - 13 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 3.3.1 Project Driveway Sight Distance Review As vehicles exiting the project site are anticipated to turn right to travel easterly to Hermosa Avenue, the sight distance for eastbound motorists approaching the driveway will be significantly improved based on both the relocation of the project site driveway and the extension of red curb west of the proposed project site driveway. The sight distance for westbound motorists approaching the project site driveway is essentially the same as existing conditions. However, as previously noted, it is anticipated that motorists exiting the site will turn right to travel to Hermosa Avenue, thus, conflicts between exiting vehicles and westbound motorists on Hermosa Avenue are not expected to occur. 3.4 Project Access Recommendations The following measures are recommended to facilitate access to and from the planned project site: • Direct project site guests and visitors to utilize the 15th Street project driveway to access the site. • Direct vendors to utilize the designated on-street meter parking space(s) along the Hermosa Avenue property frontage for service and deliveries at the project site in order to limit potential conflicts between service/delivery vehicles with pedestrians and bicyclists. • Develop a parking management plan for the proposed project, including details on the internal valet parking operations to address any potential queuing onto public right-of- way. • Install appropriate pavement markings (i.e., stop bar with STOP legend) on the project drive aisle just south of the public sidewalk to ensure that motorists stop prior to the sidewalk along 15th Street and at the 15th Court project drive aisle before exiting the site. • Install a pavement right-turn arrow prior to the stop bar/STOP legend on the 15th Street project drive aisle to reinforce the right-turn only movement for motorists exiting the site. • Install a pavement left-turn arrow prior to the stop bar/STOP legend on the 15th Court project drive aisle to reinforce the left-turn only movement for motorists exiting the site. • Provide bicycle parking within the ground floor of the project site in a readily accessible location(s). The selected location(s) should encourage use and maintain visibility for personal safety and theft protection. Appropriate lighting will be provided to increase safety and provide theft protection during night-time parking. - 14 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 4.0 EXISTING STREET SYSTEM 4.1 Local Roadway System The local network of streets serving the Hermosa Boutique Hotel project study area includes Hermosa Avenue, Manhattan Avenue, 14th Street, 14th Court and Pier Avenue. The eight (8) intersections listed below provide local access to the study area and define the extent of the boundaries for this traffic impact investigation. 1. Manhattan Avenue/27th Street-Greenwich Village 2. Hermosa Avenue/15th Street 3. Hermosa Avenue/14th Street 4. Hermosa Avenue/13th Street 5. Hermosa Avenue/Pier Avenue 6. Manhattan Avenue West/Pier Avenue 7. Manhattan Avenue East/Pier Avenue 8. Monterey Boulevard/Pier Avenue Five of the eight study intersections (Intersection Nos. 1, 2, 6, 7, and 8) selected for analysis are controlled by stop signs. The remaining study intersections (Intersection Nos. 3, 4, and 5) are currently traffic signal controlled. The existing lane configurations at the eight study intersections are displayed in Figure 4-1. Brief descriptions of the important roadways in the project vicinity are provided in the following paragraphs. 4.2 Roadway Descriptions A brief description of the important roadways in the project vicinity is provided in the following paragraphs. Hermosa Avenue is a north-south oriented roadway that borders the project site to the east. Hermosa Avenue provides primary north-south circulation through the Downtown Hermosa Beach area. Two through travel lanes are provided in each direction along the roadway within the project study area. The Hermosa Avenue/Pier Avenue intersection is currently traffic signal controlled, with separate left-turn phasing provided for the southbound left-turn movement. Three-hour metered parking on Hermosa Avenue is generally allowed on both sides of the roadway and is enforced seven days a week from 10:00 AM to 10:00 PM. Hermosa Avenue is posted for a 25 miles per hour speed limit near the project site. - 15 - - 16 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc Manhattan Avenue is a north-south oriented roadway that is located one block east of the project site. Manhattan Avenue provides local north-south traffic access in the vicinity of the project site. One through travel lane is provided in each direction along the roadway within the project study area. The Manhattan Avenue/Pier Avenue intersection is currently stop sign controlled, with the stop signs facing the Manhattan Avenue approaches. Manhattan Avenue is posted for a 25 miles per hour speed limit within the project study area. Monterey Boulevard is a north-south oriented roadway that is located east of the project site. Monterey Boulevard provides local north-south traffic access in the vicinity of the project site. One through travel lane is provided in each direction along the roadway within the project study area. The Monterey Boulevard/Pier Avenue intersection is currently all-way stop sign controlled. Monterey Boulevard is posted for a 25 miles per hour speed limit within the project study area. 15th Street is an east-west oriented roadway that borders the project site to the north. Near the project site, 15th Street extends between Hermosa Avenue to the east and the The Strand/beach to the west. One through travel lane is provided in each direction along the roadway within the project study area. Three-hour parking from 10:00 AM to 10:00 PM is generally allowed along both sides of 15th Street in the project study area. Twenty-four hour resident parking is also accommodated along both sides of 15th Street near the project site with resident parking passes. There is no posted speed limit on this segment of 15th Street in the project vicinity, thus it is assumed to be a prima facie speed limit of 25 miles per hour. 15th Court is an east-west oriented roadway that borders the project site to the south. Near the project site, 15th Court extends between Hermosa Avenue to the east to its terminus at Noble Park to the west. Two-way travel is accommodated along 15th Court near the project site. Parking is prohibited along both sides of 15th Court within the project study area. Pier Avenue is an east-west oriented roadway that is located south of the project site. Pier Avenue provides primary east-west circulation through the Downtown Hermosa Beach area, extending between Hermosa Avenue to the west to Pacific Coast Highway to the east. One through travel lane is provided in each direction along the roadway within the project study area. West of Hermosa Avenue, Pier Avenue is a pedestrian plaza area. However, emergency vehicle access is accommodated along this section of Pier Avenue. Pier Avenue is posted for a 25 miles per hour speed limit near the project site. 4.3 Public Bus Transit Service Public bus transit service within the Hermosa Boutique Hotel project study area is currently provided by the Los Angeles County Metropolitan Transportation Authority, City of Redondo Beach – Beach Cities Transit, and the City of Los Angeles Department of Transportation. A summary of the existing transit service, including the transit route, destinations and peak hour headways is presented in Table 4-1. The existing public transit routes in the Hermosa Boutique Hotel project site vicinity are illustrated in Figure 4-2. - 17 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project ROADWAY(S) ROUTE DESTINATIONS NEAR SITE DIR AM PM Metro Route 130 Redondo Beach to Cerritos via Hermosa Beach, Torrance,Pier Avenue, Monterey Boulevard EB 2 2 Harbor Gateway, Carson, Compton, North Long Beach,WB 3 2 Bellflower Commuter Express 438 Palos Verdes & Via Valencia to Downtown Los Angeles Manhattan Avenue, 27th Street, Hermosa NB 3 0 Avenue, Pier Avenue SB 0 2 Total 8 6 [1] Sources: Los Angeles County Metropolitan Transportation Authority (Metro), LADOT Transit Services websites, 2012. Table 4-1 EXISTING TRANSIT ROUTES [1] NO. OF BUSES/TRAINS DURING PEAK HOUR - 18 - - 19 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 5.0 TRAFFIC COUNTS Based on discussions with the City’s contract Traffic Engineer, new manual counts of vehicular turning movements were conducted at each of the eight study intersections during the weekday morning (AM) and afternoon (PM) commuter periods to determine the peak hour traffic volumes. The manual counts were conducted by traffic count subconsultants, City Traffic Counters and The Traffic Solution, at the eight study intersections from 7:00 to 9:00 AM to determine the AM peak commuter hour, and from 4:00 to 6:00 PM to determine the PM peak commuter hour. Traffic volumes at the eight study intersections show the morning and afternoon peak periods typically associated with peak commuter hours in the metropolitan area. In addition, a count of pedestrian, bicycle and truck volumes was collected during the peak periods in conjunction with the manual turning movement vehicle counts. The existing weekday AM and PM peak commuter period manual counts of turning vehicles at the eight study intersections are summarized in Table 5-1. The existing traffic volumes at the study intersections during the weekday AM and PM peak commuter hours are shown in Figures 5-1 and 5-2, respectively. Summary data worksheets of the manual traffic counts at the study intersections are contained in Appendix A. - 20 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Table 5-1 EXISTING TRAFFIC VOLUMES AM PEAK HOUR PM PEAK HOURNO.INTERSECTION DATE DIR BEGAN VOLUME BEGAN VOLUME 1 Manhattan Avenue/11/01/2012 NB 7:30 278 5:00 141 27th Street-Greenwich Village [1]SB 187 496 EB 384 151 WB 152 222 2 Hermosa Avenue/11/01/2012 NB 7:45 416 5:00 240 15th Street [2]SB 198 435 EB 21 14 WB 0 0 3 Hermosa Avenue/11/01/2012 NB 7:45 435 5:00 266 14th Street [2]SB 214 443 EB 28 28 WB 17 37 4 Hermosa Avenue/11/01/2012 NB 7:45 461 5:00 265 13th Street [2]SB 199 430 EB 22 76 WB 0 0 5 Hermosa Avenue/11/01/2012 NB 7:45 467 5:00 271 Pier Avenue [2]SB 216 454 EB 0 0 WB 141 163 6 Manhattan Avenue (West)/11/01/2012 NB 8:00 78 5:00 40 Pier Avenue [1]SB 0 0 EB 185 195 WB 182 312 7 Manhattan Avenue (East)/11/01/2012 NB 8:00 0 5:00 0 Pier Avenue [1]SB 65 125 EB 253 220 WB 217 306 8 Monterey Boulevard/11/01/2012 NB 7:45 150 5:00 162 Pier Avenue [1]SB 74 113 EB 236 261 WB 241 354 [1]Counts conducted by City Traffic Counters [2]Counts conducted by The Traffic Solution - 21 - - 22 - - 23 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 6.0 TRAFFIC FORECASTING METHODOLOGY In order to estimate the traffic impact characteristics of the Hermosa Boutique Hotel project, a multi-step process has been utilized. The first step is trip generation, which estimates the total arriving and departing traffic volumes on a peak hour and daily basis. The traffic generation potential is forecast by applying the appropriate vehicle trip generation equations or rates to the project development tabulation. The second step of the forecasting process is trip distribution, which identifies the origins and destinations of inbound and outbound project traffic volumes. These origins and destinations are typically based on demographics and existing/anticipated travel patterns in the study area. The third step is traffic assignment, which involves the allocation of project traffic to study area streets and intersections. Traffic assignment is typically based on minimization of travel time, which may or may not involve the shortest route, depending on prevailing operating conditions and travel speeds. Traffic distribution patterns are indicated by general percentage orientation, while traffic assignment allocates specific volume forecasts to individual roadway links and intersection turning movements throughout the study area. With the forecasting process complete and project traffic assignments developed, the impact of the proposed project is isolated by comparing operational (i.e., LOS) conditions at selected key intersections using expected existing and future traffic volumes without and with forecast project traffic. The need for site-specific and/or cumulative local area traffic improvements can then be evaluated and the significance of the project’s impacts identified. 6.1 Project Traffic Generation Traffic generation is expressed in vehicle trip ends, defined as one-way vehicular movements, either entering or exiting the generating land use. Generation equations and/or rates used in the traffic forecasting procedure are found in the 9th Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE) [Washington D.C., 2012]. Based on discussions with the City’s consultant Traffic Engineer, ITE Land Use Code 310 (Hotel) trip generation average rates were used to forecast the traffic volumes expected to be generated by the 30 guest rooms planned for the Hermosa Boutique Hotel project. Traffic volumes expected to be generated by the proposed project were based upon rates per number of occupied rooms to be provided as part of the proposed project. The trip generation rates and forecast of the vehicular trips anticipated to be generated by the proposed project are presented in Table 6-1. The project trip generation forecast was submitted for review and approval by the City’s consultant Traffic Engineer. - 24 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Table 6-1 PROJECT TRIP GENERATION [1] DAILY AM PEAK HOUR PM PEAK HOUR TRIP ENDS [2]VOLUMES [2]VOLUMES [2] LAND USE SIZE VOLUMES IN OUT TOTAL IN OUT TOTAL Hotel [3]30 Occ. Rooms 268 12 8 20 10 11 21 268 12 8 20 10 11 21 [1]Source: ITE "Trip Generation", 9th Edition, 2012. [2]Trips are one-way traffic movements, entering or leaving. [3]ITE Land Use Code 310 (Hotel) trip generation average rates. - Daily Trip Rate: 8.92 trips/occupied room; 50% inbound/50% outbound - AM Peak Hour Trip Rate: 0.67 trips/occupied room; 58% inbound/42% outbound - PM Peak Hour Trip Rate: 0.70 trips/occupied room; 49% inbound/51% outbound TOTAL - 25 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc As presented in Table 6-1, the proposed project is expected to generate 20 vehicle trips (12 inbound trips and 8 outbound trips) during the weekday AM peak hour. During the weekday PM peak hour, the proposed project is expected to generate 21 vehicle trips (10 inbound trips and 11 outbound trips). Over a 24-hour period, the proposed project is forecast to generate 268 daily trip ends during a typical weekday (134 inbound trips and 134 outbound trips). 6.2 Project Traffic Distribution and Assignment The general, directional traffic distribution pattern for the proposed Hermosa Boutique Hotel project is presented in Figure 6-1. Project traffic volumes both entering and exiting the site have been distributed and assigned to the adjacent street system based on the following considerations: • The site's proximity to major traffic corridors (i.e., Pier Avenue, Hermosa Avenue, Pacific Coast Highway and Gould Avenue/Artesia Boulevard), • Expected localized traffic flow patterns based on adjacent roadway channelization and presence of traffic signals, • Existing intersection traffic volumes, • Ingress/egress availability at the project site, • The location of existing and proposed parking areas, and • Input from the City’s consultant Traffic Engineer. The forecast weekday AM and PM peak hour project traffic volumes associated with the proposed project are presented in Figures 6-2 and 6-3, respectively. The traffic volume assignments presented in Figures 6-2 and 6-3 reflect the traffic distribution characteristics shown in Figure 6-1 and the project traffic generation forecasts presented in Table 6-1. - 26 - - 27 - - 28 - - 29 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 7.0 FUTURE TRAFFIC CONDITIONS The forecast of future pre-project conditions was prepared in accordance to procedures outlined in Section 15130 of the CEQA Guidelines. Specifically, the CEQA Guidelines provide two options for developing the future traffic volume forecast: “(A) A list of past, present, and probable future projects producing related or cumulative impacts, including, if necessary, those projects outside the control of the [lead] agency, or (B) A summary of projections contained in an adopted local, regional or statewide plan, or related planning document, that describes or evaluates conditions contributing to the cumulative effect. Such plans may include: a general plan, regional transportation plan, or plans for the reduction of greenhouse gas emissions. A summary of projections may also be contained in an adopted or certified prior environmental document for such a plan. Such projections may be supplemented with additional information such as a regional modeling program. Any such document shall be referenced and made available to the public at a location specified by the lead agency.” Accordingly, the traffic analysis provides a highly conservative estimate of future pre-project traffic volumes as it incorporates both the “A” and “B” options outlined in CEQA Guidelines for purposes of developing the forecast. 7.1 Related Projects Traffic Characteristics A forecast of on-street traffic conditions prior to occupancy of the proposed project was prepared by incorporating the potential trips associated with other known development projects (related projects) in the area. With this information, the potential impact of the proposed project can be evaluated within the context of the cumulative impact of all ongoing development. The related projects research was based on information on file at the City of Hermosa Beach. The list of related projects in the project site area and a brief description for each of the eight (8) related projects is presented in Table 7–1. The location of the related projects is shown in Figure 7–1. Traffic volumes expected to be generated by the related projects were calculated using rates provided in the ITE Trip Generation manual. The related projects’ respective traffic generation for the weekday AM and PM peak hours, as well as on a daily basis for a typical weekday, is summarized in Table 7-1. As shown in Table 7-1, the related projects are expected to generate a combined total of 9,282 daily trips during a typical weekday, 457 trips (271 inbound trips and 186 outbound) during the weekday AM peak hour, and 875 trips (431 inbound trips and 444 outbound trips) during the weekday PM peak hour. The anticipated distribution of the related projects traffic volumes to the study intersections during the weekday AM and PM peak hours is displayed in Figures 7-2 and 7-3, respectively. - 30 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Table 7-1RELATED PROJECTS LIST AND TRIP GENERATION [1] PROJECT DAILY AM PEAK HOUR PM PEAK HOUR MAP ADDRESS/LAND USE DATA DATA TRIP ENDS [2]VOLUMES [2]VOLUMES [2] NO.LOCATION LAND-USE SIZE SOURCE VOLUMES IN OUT TOTAL IN OUT TOTAL 1 824 1st Street Office 3,000 GSF [3]33 4 1 5 1 3 4 2 1221-1223 Hermosa Avenue Bank 6,600 GSF [4]978 46 34 80 80 80 160 3 205 Pier Avenue Office/Retail 6,000 GSF [5]256 4 2 6 11 11 22 4 2101 Pacific Coast Highway Office 10,124 GSF [3]112 14 2 16 3 12 15 Condominium 21 DU [6]122 2 7 9 7 4 11 5 906 Hermosa Avenue Office 8,780 GSF [3]97 12 2 14 2 11 13 Condominium 21 DU [6]122 2 7 9 7 4 11 6 Pier Avenue to 13th Street Hotel 100 rooms [7]892 39 28 67 34 36 70 (The Strand to parking lot) 7 2420 Pacific Coast Highway Retail 120,000 GLSF [5]5,124 71 44 115 214 231 445 950 Artesia Boulevard Restaurant 12,000 GSF [8]1,526 72 58 130 71 47 118 8 555 6th Street Heavy Industrial 3 acres [9]20 5 1 6 1 5 6 9,282 271 186 457 431 444 875 [1]Sources: City of Hermosa Beach Community Development Department. Trip generation for the related projects are based on the ITE "Trip Generation", 9th Edition, 2012 (as referenced in the Project Data Source column). [2]Trips are one-way traffic movements, entering or leaving. [3]ITE Land Use Code 710 (General Office) trip generation average rates. [4]ITE Land Use Code 912 (Drive-In Bank) trip generation average rates. [5]ITE Land Use Code 820 (Shopping Center) trip generation average rates. [6]ITE Land Use Code 230 (Residential Condominium) trip generation average rates. [7]ITE Land Use Code 310 (Hotel) trip generation average rates. [8]ITE Land Use Code 932 (High-Turnover Sit-Down Restaurant) trip generation average rates. [9]ITE Land Use Code 120 (General Heavy Industrial) trip generation average rates. TOTAL- 31 - - 32 - - 33 - - 34 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 7.2 Ambient Traffic Growth Horizon year, background traffic growth estimates also have been calculated by using an ambient traffic growth factor. The ambient traffic growth factor is intended to include unknown related projects in the study area, as well as account for typical growth in traffic volumes due to the development of projects outside the study area. The future growth in traffic volumes has been calculated at one percent (1.0%) per year. The ambient growth factor was based on review of the background traffic growth estimates for the South Bay/LAX area (RSA 18) published in the 2010 Congestion Management Program for Los Angeles County, which indicate that existing traffic volumes would be expected to increase at an annual rate of less than one percent (approximately 0.26% per year) between years 2010 and 2015. However, a one percent (1.0%) ambient traffic growth factor has been employed in this analysis in order to provide a conservative, worst case forecast of future traffic volumes in the area. Application of the ambient traffic growth factor to existing Year 2012 traffic volumes results in a two percent (2.0%) increase in existing traffic volumes to horizon Year 2014. Further, it is noted that the CMP manual’s traffic growth rate is intended to anticipate future traffic generated by development projects in the project vicinity. Thus, the inclusion in this traffic analysis of both a forecast of traffic generated by known related projects plus the use of an ambient growth traffic factor based on CMP traffic model data results in a conservative estimate of future traffic volumes at the study intersections. - 35 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 8.0 TRAFFIC IMPACT ANALYSIS METHODOLOGY 8.1 Impact Criteria and Thresholds The relative impact of the added project traffic volumes generated by the proposed Hermosa Boutique Hotel project during the AM and PM peak hours was evaluated based on analysis of future operating conditions at the eight (8) key study intersections, without, then with, the proposed project. The significance of the potential project impacts at each key intersection was then evaluated using the traffic impact criteria employed in previous analyses for projects in the City of Hermosa Beach. A significant transportation impact is determined based on the sliding scale criteria presented in Table 8-1. TABLE 8-1 INTERSECTION IMPACT THRESHOLD CRITERIA Final ICU Level of Service Project Related Increase in ICU > 0.801-0.900 D – signalized equal to or greater than 0.02 > 0.901 or greater E/F – signalized equal to or greater than 0.01 Drop in LOS by one level D/E/F - unsignalized --- As indicated in Table 8-1, the project-related increase in ICU value for the signalized intersections that defines a significant impact varies with LOS. At LOS D the threshold of significance is an increase of 0.02 or greater in the ICU value for signalized intersections. This is reduced to 0.01 or greater under LOS E and F. Similarly, for the unsignalized intersections, a decrease in LOS by one level or more is considered significant for those locations operating at LOS D, E, or F. 8.2 Intersection Capacity Utilization Methods of Analysis 8.2.1 Signalized Intersections In conformance with the City of Hermosa Beach and Los Angeles County Congestion Management Program requirements, existing weekday AM and PM peak hour operating conditions for the key signalized study intersections were evaluated using the Intersection Capacity Utilization (ICU) method. The ICU methodology is intended for signalized intersection analyses and estimates the volume-to-capacity (V/C) relationship for an intersection based on the individual V/C ratios for key conflicting traffic movements. The ICU numerical value represents the percent signal (green) time, and thus capacity, required by existing and/or future traffic. It should be noted that the ICU methodology assumes uniform traffic distribution per intersection approach lane and optimal signal timing. The ICU value translates to a LOS estimate, which is a relative measure of the intersection performance. The six qualitative categories of Level of Service have been defined along with the corresponding ICU value range and are shown in Table 8-2. A description of the ICU method and corresponding Level of Service is provided in Appendix B. - 36 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc TABLE 8-2 LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS Level of Service (LOS) Intersection Capacity Utilization Value (V/C) Level of Service Description A ≤ 0.600 EXCELLENT. No vehicle waits longer than one red light, and no approach phase is fully used. B 0.601 – 0.700 VERY GOOD. An occasional approach phase is fully utilized; many drivers begin to feel somewhat restricted within groups of vehicles. C 0.701 – 0.800 GOOD. Occasionally drivers may have to wait through more than one red light; backups may develop behind turning vehicles. D 0.801 – 0.900 FAIR. Delays may be substantial during portions of the rush hours, but enough lower volume periods occur to permit clearing of developing lines, preventing excessive backups. E 0.901 – 1.000 POOR. Represents the most vehicles intersection approaches can accommodate; may be long lines of waiting vehicles through several signal cycles. F > 1.000 FAILURE. Backups from nearby locations or on cross streets may restrict or prevent movement of vehicles out of the intersection approaches. Potentially very long delays with continuously increasing queue lengths. Pursuant to Los Angeles County CMP requirements, the ICU calculations use a lane capacity of 1,600 vehicles per hour (vph) for left-turn, through, and right-turn lanes, and a dual left-turn capacity of 2,880 vph. Additionally, a clearance adjustment factor of 0.10 was added to each Level of Service (LOS) calculation. The ICU value is the sum of the critical volume to capacity ratios at an intersection; it is not intended to be indicative of the LOS of each of the individual turning movements. According to City of Hermosa Beach criteria, LOS D (V/C ratio = 0.801 to 0.900) is the minimum acceptable condition that should be maintained during the morning and evening peak commute hours. 8.2.2 Unsignalized Intersections The Highway Capacity Manual 2010 (HCM2010) methodology outlined in Chapter 19 for unsignalized/two-way stop-controlled study intersections was utilized for the analysis of the unsignalized intersections. The TWSC methodology estimates the average control delay for each minor-street movement (or shared movement) as well as major-street left-turns and determines the LOS for each constrained movement. It should be noted that LOS is not defined for the overall TWSC intersection because major-street movements with no delays typically result in a weighted average delay that is extremely low. Average control delay for any particular movement is a function of the capacity of the approach and the degree of saturation. The average control delay is - 37 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc measured in seconds per vehicle, and includes delay due to deceleration to a stop at the back of the queue from free-flow speed, move-up time within the queue, stopped delay at the front of the queue, and delay due to acceleration back to free-flow speed. A description of the HCM method and corresponding Level of Service is also provided in Appendix B. The six qualitative categories of Level of Service have been defined along with the corresponding HCM control delay value range, as shown in Table 8-3. TABLE 8-3 LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS Level of Service (LOS) Highway Capacity Manual Delay Value (sec/veh) Level of Service Description A ≤ 10.0 Little or no delay B > 10.0 and ≤ 15.0 Short traffic delays C > 15.0 and ≤ 25.0 Average traffic delays D > 25.0 and ≤ 35.0 Long traffic delays E > 35.0 and ≤ 50.0 Very long traffic delays F > 50.0 Severe congestion 8.3 Traffic Impact Analysis Scenarios Pursuant to City of Hermosa Beach and Los Angeles County Congestion Management Program requirements, Level of Service calculations have been prepared for the following scenarios for the study intersections: (a) Existing (Year 2012) conditions. (b) Condition (a) with completion and occupancy of the project. (c) Condition (b) with implementation of project mitigation measures where necessary. (d) Condition (a) plus one percent (1.0%) annual ambient traffic growth through Year 2014 and with completion and occupancy of the related projects (i.e., future Year 2014 without project conditions) (e) Condition (d) with completion and occupancy of the project (i.e., future Year 2014 with project conditions). (f) Condition (e) with implementation of project mitigation measures where necessary. The traffic volumes for each new condition were added to the volumes in the prior condition to determine the change in capacity utilization at the study intersections. - 38 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 9.0 TRAFFIC ANALYSIS The traffic impact analysis prepared for the study intersections using the ICU and HCM methodologies with application of the City of Hermosa Beach significant traffic impact criteria is summarized in Table 9–1 for existing traffic conditions. The traffic impact analysis prepared for the study intersections using the ICU and HCM methodologies with application of the City of Hermosa Beach significant traffic impact criteria is summarized in Table 9–2 for future traffic conditions. The ICU and HCM data worksheets for the analyzed intersections are contained in Appendix B. 9.1 Existing Traffic Conditions 9.1.1 Existing Conditions As indicated in column [1] of Table 9–1, all eight study intersections are presently operating at LOS B or better during the weekday AM and PM peak hours under existing conditions. The existing traffic volumes at the study intersections during the weekday AM and PM peak hours are displayed in Figures 5–1 and 5–2, respectively. 9.1.2 Existing With Project Conditions As shown in column [2] of Table 9–1, application of the City’s threshold criteria to the “Existing With Project” scenario indicates that the proposed project is not expected to create significant impacts at any of the eight study intersections. Incremental, but not significant, impacts are noted at the study intersections. Because there are no significant impacts, no traffic mitigation measures are required or recommended for the study intersections under the “Existing With Project” conditions. The existing with project traffic volumes at the study intersections during the weekday AM and PM peak hours are illustrated in Figures 9–1 and 9–2, respectively. 9.2 Future Traffic Conditions 9.2.1 Future Without Project Conditions The future without project conditions were forecast based on the addition of traffic generated by the completion and occupancy of related projects, as well as the growth in traffic due to the combined effects of continuing development, intensification of existing developments and other factors (i.e., ambient growth). The v/c ratios and delay at all of the study intersections are incrementally increased with the addition of ambient traffic and traffic generated by the related projects listed in Table 7–1. As presented in column [1] of Table 9–2, all eight study intersections are expected to operate at LOS C or better during the weekday AM and PM peak hours with the addition of growth in ambient traffic and related projects traffic under the future without project conditions. The future Year 2014 without project (existing, ambient growth and related projects) traffic volumes at the study intersections during the weekday AM and PM peak hours are presented in Figures 9–3 and 9– 4, respectively. - 39 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Table 9-1 EXISTING CONDITIONS SUMMARY OF VOLUME TO CAPACITY RATIOS DELAY AND LEVELS OF SERVICE WEEKDAY AM AND PM PEAK HOURS [1][2] YEAR 2012 YEAR 2012 EXISTING WITH EXISTING PROJECT CHANGE SIGNIF. PEAK DELAY or LOS DELAY or LOS V/C IMPACT NO.INTERSECTION HOUR V/C [b]V/C [b][(2)-(1)][c] 1 Manhattan Avenue/AM 14.0 B 14.2 B 0.2 NO 27th Street-Greenwich Village [a]PM 14.2 B 14.4 B 0.2 NO 2 Hermosa Avenue/AM 9.8 A 10.1 B 0.3 NO 15th Street [a]PM 10.2 B 10.8 B 0.6 NO 3 Hermosa Avenue/AM 0.250 A 0.253 A 0.003 NO 14th Street PM 0.293 A 0.296 A 0.003 NO 4 Hermosa Avenue/AM 0.248 A 0.250 A 0.002 NO 13th Street PM 0.303 A 0.305 A 0.002 NO 5 Hermosa Avenue/AM 0.334 A 0.340 A 0.006 NO Pier Avenue PM 0.290 A 0.294 A 0.004 NO 6 Manhattan Avenue (West)/AM 9.7 A 9.7 A 0.0 NO Pier Avenue [a]PM 9.5 A 9.5 A 0.0 NO 7 Manhattan Avenue (East)/AM 11.1 B 11.1 B 0.0 NO Pier Avenue [a]PM 11.3 B 11.4 B 0.1 NO 8 Monterey Boulevard/AM 9.2 A 9.2 A 0.0 NO Pier Avenue [a]PM 10.2 B 10.2 B 0.1 NO [a]Unsignalized intersection. Reported value represents the highest delay (in seconds per vehicle) associated with the most constrained movement/approach to the intersection. [b]Level of Service (LOS) is based on the reported ICU value for signalized intersections and on the delay for unsignalized instesections. [c]According to City of Hermosa Beach, a transportation impact on an intersection shall be deemed significant in accordance with the following table: City of Hermosa Beach intersection impact threshold criteria is as follows: Final v/c LOS Project Related Increase in v/c >=0.801 - 0.900 D - signalized equal to or greater than 0.02 >=0.901 E/F - signalized equal to or greater than 0.01 Drop in LOS by one level D/E/F - unsignalized - 40 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Table 9-2 FUTURE CONDITIONS SUMMARY OF VOLUME TO CAPACITY RATIOSDELAY AND LEVELS OF SERVICEWEEKDAY AM AND PM PEAK HOURS [1][2] YEAR 2014 YEAR 2014 FUTURE FUTURE WITHOUT WITH PROJECT PROJECT CHANGE SIGNIF. PEAK DELAY or LOS DELAY or LOS V/C IMPACT NO.INTERSECTION HOUR V/C [b]V/C [b][(2)-(1)][c] 1 Manhattan Avenue/AM 16.3 C 16.6 C 0.2 NO 27th Street-Greenwich Village [a]PM 18.0 C 18.4 C 0.3 NO 2 Hermosa Avenue/AM 10.2 B 10.4 B 0.2 NO 15th Street [a]PM 10.6 B 11.3 B 0.7 NO 3 Hermosa Avenue/AM 0.263 A 0.265 A 0.002 NO 14th Street PM 0.315 A 0.317 A 0.002 NO 4 Hermosa Avenue/AM 0.292 A 0.295 A 0.003 NO 13th Street PM 0.443 A 0.445 A 0.002 NO 5 Hermosa Avenue/AM 0.393 A 0.399 A 0.006 NO Pier Avenue PM 0.363 A 0.367 A 0.004 NO 6 Manhattan Avenue (West)/AM 10.0 A 10.1 B 0.1 NO Pier Avenue [a]PM 10.0 A 10.1 B 0.1 NO 7 Manhattan Avenue (East)/AM 11.8 B 11.9 B 0.1 NO Pier Avenue [a]PM 12.6 B 12.7 B 0.1 NO 8 Monterey Boulevard/AM 9.7 A 9.7 A 0.0 NO Pier Avenue [a]PM 11.3 B 11.3 B 0.1 NO [a]Unsignalized intersection. Reported value represents the highest delay (in seconds per vehicle) associated with the most constrained movement/approach to the intersection. [b]Level of Service (LOS) is based on the reported ICU value for signalized intersections and on the delay for unsignalized intersections. [c]According to City of Hermosa Beach, a transportation impact on an intersection shall be deemed significant in accordance with the following table: City of Hermosa Beach intersection impact threshold criteria is as follows: Final v/c LOS Project Related Increase in v/c >=0.801 - 0.900 D - signalized equal to or greater than 0.02 >=0.901 E/F - signalized equal to or greater than 0.01 Drop in LOS by one level D/E/F - unsignalized - 41 - - 42 - - 43 - - 44 - - 45 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 9.2.2 Future With Project Conditions As shown in column [2] of Table 9–2, application of the City’s threshold criteria to the “With Proposed Project” scenario indicates that the proposed project is not expected to create significant impacts at the eight study intersections. Incremental, but not significant, impacts are noted at the study intersections and all study intersections are expected to continue operating at LOS C or better during the weekday AM and PM peak hours with the addition of growth in ambient traffic, related projects traffic, and project traffic, as presented in Table 9–2. The future Year 2014 with project (existing, ambient growth, related projects and project) traffic volumes at the study intersections during the weekday AM and PM peak hours are illustrated in Figures 9–5 and 9–6, respectively. - 46 - - 47 - - 48 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 10.0 TRANSPORTATION IMPROVEMENT MEASURES The results of the intersection capacity analyses summarized in Tables 9-1 and 9-2 indicate that the proposed Hermosa Boutique Hotel is not expected to create significant impacts at any of the eight (8) key study intersections. As there are no significant impacts, no traffic mitigation measures are required or recommended for the study intersections. However, as previously noted (see Subsection 3.3), improvement measures are recommended to facilitate access to and from the planned project site. In addition, it is recommended that transportation demand management (TDM) measures be implemented as part of the proposed project. The subsections below provide summaries of the recommended access improvement measures and TDM measures. 10.1 Project Access Recommendations The following measures are recommended to facilitate access to and from the planned project site: • Direct project site guests and visitors to utilize the 15th Street project driveway to access the site. • Direct vendors to utilize the designated on-street meter parking space(s) along the Hermosa Avenue property frontage for service and deliveries at the project site in order to limit potential conflicts between service/delivery vehicles with pedestrians and bicyclists. • Develop a parking management plan for the proposed project, including details on the internal valet parking operations to address any potential queuing onto public right-of- way. • Install appropriate pavement markings (i.e., stop bar with STOP legend) on the project drive aisle just south of the public sidewalk to ensure that motorists stop prior to the sidewalk along 15th Street and at the 15th Court project drive aisle before exiting the site. • Install a pavement left-turn arrow prior to the stop bar/STOP legend on the 15th Court project drive aisle to reinforce the left-turn only movement for motorists exiting the site. • Provide bicycle parking within the ground floor of the project site in a readily accessible location(s). The selected location(s) should encourage use and maintain visibility for personal safety and theft protection. Appropriate lighting will be provided to increase safety and provide theft protection during night-time parking. - 49 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 10.2 Transportation Demand Management Transportation demand management measures are recommended to be components of the proposed project so as to make every effort to reduce vehicular traffic and parking generated at the project site. The TDM measures that may be implemented as part of the proposed project should be aimed at decreasing the number of vehicular trips generated by persons traveling to/from the site by offering specific facilities, services and actions designed to increase the use of alternative transportation modes (e.g., transit, walking, bicycling, etc.) and ridesharing. Listed below are examples of TDM measures that should be considered for the proposed project. • Promotion of Transportation Information. The Project Applicant (or Project Applicant’s successors and assigns) should provide on-site information for employees, hotel guests, and visitors about local public transit services, bus fare programs, ride share programs and shuttles, and bicycle facilities (including routes, rental and sales locations, on-site bicycle racks). The Project Applicant (or Project Applicant’s successors and assigns should also provide walking and biking maps for employees, hotel guests, and visitors, which shall include but not be limited to information about convenient local services and restaurants within walking distance of the project site. Such transportation information could be provided through a computer terminal with access to the world wide web. • TDM Web Site Information. The Project Applicant (or Project Applicant’s successors and assigns) should provide transportation information such as the items noted above, including links to local transit providers, area walking and bicycling maps, etc., to inform employees, hotel guests, and visitors of available alternative transportation modes to access the project site and travel in the area. • Convenient Parking and Facilities for Bicycle Riders. The Project Applicant (or Project Applicant’s successors and assigns) should provide a location(s) for convenient parking for bicycle commuters for employees working at the site, guests traveling to/from the site, and visitors to the site. The bicycle parking will be located within the project site such that long- term and short-term parkers can be accommodated. - 50 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 11.0 CONGESTION MANAGEMENT PROGRAM TRAFFIC IMPACT ASSESSMENT The Congestion Management Program (CMP) is a state-mandated program that was enacted by the State Legislature with the passage of Proposition 111 in 1990. The program is intended to address the impact of local growth on the regional transportation system. As required by the 2010 Congestion Management Program for Los Angeles County, a Traffic Impact Assessment (TIA) has been prepared to determine the potential impacts on designated monitoring locations on the CMP highway system. The analysis has been prepared in accordance with procedures outlined in the 2010 Congestion Management Program for Los Angeles County, County of Los Angeles Metropolitan Transportation Authority, 2010. 11.1 Intersections The following CMP intersection monitoring location in the project vicinity has been identified: • CMP Station No. 22 Pacific Coast Highway/Artesia Boulevard-Gould Avenue Intersection The CMP TIA guidelines require that intersection monitoring locations must be examined if the proposed project will add 50 or more trips during either the AM or PM weekday peak hours. The proposed project will not add 50 or more trips during either the AM or PM weekday peak hours (i.e., of adjacent street traffic) at the above CMP monitoring intersection in the project vicinity, which is stated in the CMP manual as the threshold criteria for a traffic impact assessment. Therefore, no further review of potential impacts to intersection monitoring locations that are part of the CMP highway system is required. 11.2 Freeways No CMP freeway monitoring locations are located in the project vicinity. Further, the CMP TIA guidelines require that freeway monitoring locations must be examined if the proposed project will add 150 or more trips (in either direction) during either the AM or PM weekday peak periods. The proposed project will not add 150 or more trips (in either direction), during either the AM or PM weekday peak hours to the CMP freeway monitoring location, which is the threshold for preparing a traffic impact assessment, as stated in the CMP manual. Therefore, no further review of potential impacts to freeway monitoring locations that are part of the CMP highway system is required. - 51 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 11.3 Transit Impact Review As required by the 2010 Congestion Management Program for Los Angeles County, a review has been made of the CMP transit service. Existing transit service is provided in the vicinity of the proposed Hermosa Boutique Hotel project. The project trip generation, as shown in Table 6-1, was adjusted by values set forth in the CMP (i.e., person trips equal 1.4 times vehicle trips, and transit trips equal 3.5 percent of the total person trips) to estimate transit trip generation. Pursuant to the CMP guidelines, the proposed project is forecast to generate demand for one transit trip during the weekday AM peak hour. During the weekday PM peak hour, the proposed project also is anticipated to generate demand for one transit trip. Over a 24-hour period, the proposed project is forecast to generate demand for 13 daily transit trips. The calculations are as follows: • AM Peak Hour = 20 × 1.4 × 0.035 = 1 Transit Trip • PM Peak Hour = 21 × 1.4 × 0.035 = 1 Transit Trip • Daily Trips = 268 × 1.4 × 0.035 = 13 Transit Trips As shown in Table 4-1, two bus transit lines and routes are provided adjacent to or in close proximity to the project site, with one of these transit lines and routes directly serving the site along the project frontage. A total of two different bus transit providers provide service within the study area. As outlined in Table 4-1 under the “No. of Buses During Peak Hour” column, these two transit lines provide service for an average (i.e., an average of the directional number of buses during the peak hours) of approximately eight buses during the AM peak hour and six buses during the PM peak hour. Therefore, based on the above calculated peak hour transit trips, this would correspond to less than one transit rider per bus. Thus, given the low number of generated transit trips per bus, no impacts on existing or future transit services in the project area are expected to occur as a result of the proposed project. - 52 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 12.0 PARKING SUPPLY-DEMAND ANALYSIS This parking analysis involves determining the expected parking needs based on the size and type of project land use components (i.e., boutique hotel with meeting/classroom space) and comparing that to the planned parking supply. In general, there are two methods that can be used to estimate the project’s future peak parking needs. These methods include the following: • Application of the City Code requirements (which typically treat each use in the project as a stand-alone use at maximum demand). • Application of shared parking usage patterns by time-of-day (which recognizes that the parking demand for each tenancy type varies by time-of-day and day-of-week). The shared parking analysis typically starts with a Code calculation for each tenancy type and is then adjusted accordingly to reflect the time of day, and/or weekly and monthly variations. The shared parking methodology is concluded to be applicable to a development such as the proposed project, as the project’s land use components (i.e., hotel rooms and meeting/classroom space) experience peak demands at different times of the day. The shared parking approach has been selected for determination purposes as it results in the most realistic determination of a site’s peak parking demand given the project development program. 12.1 City Code Parking Analysis 12.1.1 City Code Parking Requirements The number of parking spaces required to support the Hermosa Boutique Hotel project was calculated using the parking Code requirements as contained in Chapter 17.44 Off-Street Parking of the City of Hermosa Beach Municipal Code and compared with the proposed project parking supply. Specifically, Section 17.44.030 (Off-Street Parking – Commercial and Business Uses) and Section 17.44.040 (Parking Requirements for the Downtown District) apply to the proposed land use associated with the Hermosa Boutique Hotel project. The City’s Code parking requirements (i.e., Section 17.44.030 Off-Street Parking – Commercial and Business Uses and Section 17.44.040 - Parking Requirements for the Downtown District) for the proposed land uses associated with the Hermosa Boutique Hotel project are as follows: • H. Hotels: one (1.0) space per unit for the first fifty (50) units; one (1.0) space per one and one-half units after fifty (50) units; and one (1.0) space per two units after one hundred (100) units. Hotels with facilities including restaurants, banquet rooms, conference rooms, commercial retail uses and similar activities shall provide parking for the various uses as computed separately in accordance with the provisions in this chapter. • A. Auditoriums for churches, theater, entertainment, sports and other places and rooms of public assembly for more than twenty (20) persons; one space for each five seats, permanent or removable, or one space for each fifty (50) square feet of gross floor area in the auditorium, whichever is greater. - 53 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc The City Code parking requirements for the proposed Hermosa Boutique Hotel project is calculated as follows: • 30 [Guest Rooms] × 1.0 [Spaces] = 30 Spaces • 695 SF [Meeting/Classroom Space] ÷ 50 = 14 Spaces • Total Code Requirement = 44 Spaces Direct application of the City Code parking requirements to the proposed project results in a Code requirement of 44 parking spaces. The City of Hermosa Beach provides for parking in-lieu fees for projects located in the Downtown district (see Section 14.44.040[E]). The City Code parking requirements provide for contribution to an improvement fund for a vehicle parking district to satisfy project parking requirements as defined in the Code. Parking in-lieu fees are used to encourage development in the Downtown district, while planning and providing for parking on a district-wide basis. Generally, in-lieu parking provides the opportunity to cluster parking (as the City of Hermosa Beach has done with the existing Downtown parking structure), to build parking more efficiently, and to facilitate development in locations with difficult parcel configurations. 12.1.2 Planned Parking Supply Based on information provided by the project architect and as shown on the proposed project site plan, a total of 30 marked parking spaces is planned to be provided. All 30 on-site marked parking spaces will be provided in the ground floor level of the project. It is noted that nine (9) tandem spaces (i.e., 18 total spaces) will be included within the project. As part of the parking supply, the project must also provide a minimum of two (2) handicap accessible spaces. This complies with the American With Disabilities Act (ADA) requirement of a minimum of two handicap spaces for parking facilities with 26 to 50 spaces, with one in every six handicap spaces being van accessible. Two (2) handicap accessible parking spaces, including one van handicap accessible space, will be provided as part of the proposed project parking supply, thus, the project will comply with ADA requirements. As previously noted, all parking for guests and visitors at the proposed project will be accommodated via valet parking operations. Valet operators typically utilize drive aisles and other unmarked areas for parking vehicles in order to maximize usage of parking facilities. As such, it is estimated that the project’s valet operators will be able to park a minimum of three (3) vehicles in the drive aisle by maneuvering vehicles within the site. Therefore, the effective project parking supply is calculated to be a total of 33 spaces including marked spaces and vehicles parked in the drive aisle through valet operations. - 54 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 12.1.3 Project Parking Supply-Demand Analysis With an effective project parking supply of 33 spaces (i.e., including marked spaces and valet attended vehicles parked in the drive aisle), the result is a theoretical shortfall of 11 spaces when compared to City Code requirement of 44 spaces. However, the proposed project provides an opportunity to share parking spaces based on the utilization profile of each included land use component. The following section calculates the parking requirements for the Hermosa Boutique Hotel project based on the shared parking methodology approach. 12.2 Shared Parking Demand Analysis 12.2.1 Shared Parking Rationale and Basis Accumulated experience in parking demand characteristics indicates that a mixing of land uses results in an overall parking need that is less than the sum of the individual peak requirements for each land use. Due to the proposed project characteristics, opportunities to share parking can be expected to occur when the hotel is used in combination with the meeting/classroom space. The objective of this shared parking analysis is to forecast the peak parking requirements for the project based on the combined demand patterns of the project’s different land use components. Shared parking calculations recognize that different uses often experience individual peak parking demands at different times of day, or days of the week. When uses share common parking footprints, the total number of spaces needed to support the collective whole is determined by adding parking profiles (by time of day for weekdays versus weekend days), rather than individual peak ratios as represented in the City of Hermosa Beach Zoning Code. In that way, the shared parking approach starts from the City's own Code ratios and results in the design level parking supply needs of a site. It should be noted that the demand results of the shared parking calculation are intended to be used directly for comparison to site supply. Further adjustments to account for walk-in and local patronage also can be applicable in addition to the time of day profiles applied to the peak parking ratios. There is an important common element between the traditional code and the shared parking calculation methodologies; the peak parking ratios or highpoint for each land use's parking profile typically equals the code parking ratio for that use. The analytical procedures for shared parking analyses are well documented in the Shared Parking, 2nd Edition publication by the Urban Land Institute (ULI). Shared parking calculations for the proposed project utilize hourly parking accumulations developed from field studies of single developments in free-standing settings, where travel by private auto is maximized. These characteristics permit the means for calculating peak parking needs when land use types are combined. Further, the shared parking approach illustrates how, at other than peak parking demand times, an increasing surplus of spaces will service the overall needs of the proposed project. The hourly parking demand profiles (expressed in percent of peak demand) utilized in this analysis and applied to the proposed project are based on profiles developed by the ULI and published in - 55 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc Shared Parking, 2nd Edition. The ULI publication presents hourly parking demand profiles for several land use categories such as retail, fine and casual dining, family restaurant, fast-food restaurant, office, medical-dental office, bank, health club leisure hotel, business hotel, etc. These profiles of parking demand have been used directly, by land use type, in the analysis of this site. Specifically, the Leisure Hotel and Conference Center/Banquet categories have been utilized for the project hotel and meeting/classroom land use components. It is noted that the shared parking demand analysis has been prepared using the ULI peak data for Leisure Hotel which typical during the months of July and August. In addition, it is noted that a 25 percent (25%) adjustment has been applied to the parking requirements for the meeting/classroom space to account walk-in patronage by local businesses and residents and internal capture. 12.2.2 Shared Parking Analysis Results The weekday and weekend (typically Saturday) parking demand profiles for the proposed project based on the shared parking methodology are presented in Tables 12-1 and 12-2, respectively. The sizing (number of rooms and square footage) of each component and parking ratios are included in the tabular headings of each land use type. The shared parking demand analysis data worksheets for the weekday and weekend parking design conditions are contained in Appendix C (refer to Appendix Tables C-1 and C-2, respectively). As indicated in Table 12-1, the peak weekday parking demand is expected to occur at 9:00 PM with a peak design level demand of 33 spaces. Based on the effective project parking supply of 33 spaces, the peak parking demand would be satisfied during the peak hour of a typical weekday during July/August conditions. As shown in Table 12-2, the peak weekend parking demand also is expected to occur at 9:00 PM with a peak design level demand of 37 spaces. Based on the effective project parking supply of 33 spaces, a deficiency of 4 spaces would result during the peak hour of a typical weekend day during July/August conditions. 12.3 Parking Recommendations As discussed above, a parking deficiency is forecast for the proposed project when comparing the shared parking demand with the effective parking supply for a typical weekend day under July/August conditions. Given the results of the parking evaluation, it is recommended that the project applicant implement one of the following two approaches to address the forecast deficit of 4 parking spaces: • Enter into a parking agreement to lease parking spaces from nearby private locations (e.g., 205 Pier Avenue, etc.) which have sufficient parking during the weekend peak hours forecast for the proposed project (i.e., during the special circumstance when all hotel rooms and both meeting rooms are fully booked); or • Contribute an in-lieu fee to an improvement fund for a vehicle parking district to mitigate the forecast parking deficit. As noted previously, City Code parking requirements provide for - 56 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Table 12-1 WEEKDAY SHARED PARKING DEMAND ANALYSIS [1] Month:Jul Land Use Leisure Hotel Conference Ctr /Banquet Size 30 Rms 0.695 KSF Peak Pkg Rate[2]1.00 /Rm 1.0 /50 SF Weekday Pkg Rate[3]0.97 /Rm 1.0 /50 SF [5] Gross Spaces 29 Spc.14 Spc.Comparison w/ Adjusted Gross 29 Spc.10 Spc.Parking Supply Spaces[4]Shared 33 Spaces Number of Number of Parking Surplus Time of Day Spaces Spaces Demand (Deficiency) 6:00 AM 22 0 22 11 7:00 AM 24 0 24 9 8:00 AM 26 3 29 4 9:00 AM 23 6 29 4 10:00 AM 22 6 28 5 11:00 AM 22 6 28 5 12:00 PM 21 7 28 5 1:00 PM 21 7 28 5 2:00 PM 22 7 29 4 3:00 PM 22 7 29 4 4:00 PM 22 7 29 4 5:00 PM 22 10 32 1 6:00 PM 22 10 32 1 7:00 PM 21 10 31 2 8:00 PM 22 10 32 1 9:00 PM 23 10 33 0 10:00 PM 23 5 28 5 11:00 PM 24 0 24 9 12:00 AM 23 0 23 10 Notes: [1] Source: ULI - Urban Land Institute "Shared Parking," Second Edition, 2005. [5] Parking supply includes marked spaces and estimated valet parked spaces in drive aisle. [2] Peak parking rates based on City of Hermosa Beach Municipal Code parking requirements. [3] Weekday parking rates based on the weekday parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual. [4] Gross spaces adjusted (25%) to reflect parking demand reduction due to captive market, internal capture, and/or local business and residents walk-in reduction. - 57 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Table 12-2 WEEKEND SHARED PARKING DEMAND ANALYSIS [1] Month:Jul Land Use Leisure Hotel Conference Ctr /Banquet Size 30 Rms 0.695 KSF Peak Pkg Rate[2]1.00 /Rm 1.0 /50 SF Weekend Pkg Rate[3]1.00 /Rm 1.0 /50 SF [5] Gross Spaces 30 Spc.14 Spc.Comparison w/ Adjusted Gross 30 Spc.10 Spc.Parking Supply Spaces[4]Shared 33 Spaces Number of Number of Parking Surplus Time of Day Spaces Spaces Demand (Deficiency) 6:00 AM 24 0 24 9 7:00 AM 26 0 26 7 8:00 AM 28 3 31 2 9:00 AM 25 6 31 2 10:00 AM 23 6 29 4 11:00 AM 23 6 29 4 12:00 PM 21 7 28 5 1:00 PM 21 7 28 5 2:00 PM 23 7 30 3 3:00 PM 23 7 30 3 4:00 PM 24 7 31 2 5:00 PM 24 10 34 (1) 6:00 PM 24 10 34 (1) 7:00 PM 24 10 34 (1) 8:00 PM 26 10 36 (3) 9:00 PM 27 10 37 (4) 10:00 PM 26 5 31 2 11:00 PM 27 0 27 6 12:00 AM 27 0 27 6 Notes: [1] Source: ULI - Urban Land Institute "Shared Parking," Second Edition, 2005. [5] Parking supply includes marked spaces and estimated valet parked spaces in drive aisle. [2] Peak parking rates based on City of Hermosa Beach Municipal Code parking requirements. [3] Weekend parking rates reflect relationships between the weekend parking demand ratios and the peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual. [4] Gross spaces adjusted (25%) to reflect parking demand reduction due to captive market, internal capture, and/or local business and residents walk-in reduction. - 58 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc contribution to an improvement fund for a vehicle parking district to satisfy project parking requirements as defined in the Code. 13.0 SUMMARY OF FINDINGS AND CONCLUSIONS • Project Description – The project site is located at 1429 Hermosa Avenue (at the southwest corner of the Hermosa Avenue/15th Street intersection). The proposed project consists of the development of a boutique hotel with a total of 30 guest rooms including eight double rooms and 22 single (king) rooms, and ancillary support facilities (e.g., lobby/check-in, sitting areas, etc.) as is commonly provided within most hotels. However, it should be noted that the proposed project will not include banquet halls, other large scale meeting space, or restaurants/lounges. The proposed project is planned to include a total of roughly 30 parking spaces with all of the parking spaces provided on the ground level. Vehicular access to the site is planned to be provided via a single driveway on 15th Street along the northerly property frontage and via a single driveway on 15th Court along the southerly property frontage. Additionally, all parking for guests and visitors at the proposed project will be conducted via valet parking operations. Construction of the proposed project is planned to begin in year 2013 with occupancy in year 2014. • Study Scope – The following eight (8) intersections were selected for detailed peak hour level of service analyses under Existing (Year 2012) Traffic Conditions, Existing With Project Traffic Conditions, Future (Year 2014) Without Project Traffic Conditions, and Future With Project Traffic Conditions: 1. Manhattan Avenue/27th Street-Greenwich Village 2. Hermosa Avenue/15th Street 3. Hermosa Avenue/14th Street 4. Hermosa Avenue/13th Street 5. Hermosa Avenue/Pier Avenue 6. Manhattan Avenue West/Pier Avenue 7. Manhattan Avenue East/Pier Avenue 8. Monterey Boulevard/Pier Avenue The analysis is focused on assessing potential traffic impacts during the morning and evening commute peak hours (between 7:00 to 9:00 AM and 4:00 to 6:00 PM) on a typical weekday. • Project Trip Generation – On a typical weekday, the proposed Hermosa Boutique Hotel project is expected to generate 20 vehicle trips (12 inbound trips and 8 outbound trips) during the weekday AM peak hour. During the weekday PM peak hour, the proposed project is expected to generate - 59 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc 21 vehicle trips (10 inbound trips and 11 outbound trips). Over a 24-hour period, the proposed project is forecast to generate 268 daily trip ends during a typical weekday (134 inbound trips and 134 outbound trips). • Related Projects Trip Generation – Eight (8) related projects were considered as part of the cumulative traffic analysis. These eight (8) related projects are all located in the City of Hermosa Beach. On a typical weekday, the related projects are expected to generate a combined total of 9,282 daily trips during a typical weekday, 457 trips (271 inbound trips and 186 outbound) during the weekday AM peak hour, and 875 trips (431 inbound trips and 444 outbound trips) during the weekday PM peak hour. • Existing (Year 2012) Traffic Conditions – All eight (8) key study intersections currently operate at an acceptable service level (i.e., LOS B or better) during the weekday AM and PM peak hour based on City of Hermosa Beach LOS standards. • Existing (Year 2012) With Project Traffic Conditions - The results of the traffic analysis indicate that the proposed Hermosa Boutique Hotel project is not expected to create significant impacts at any of the eight study intersections. Incremental, but not significant, impacts are noted at the study intersections. Because there are no significant impacts, no traffic mitigation measures are required or recommended for the study intersections under the “Existing With Project” conditions. However, improvement measures are recommended to facilitate access to and from the planned project site. • Future (Year 2014) Without Project Traffic Conditions – All eight study intersections are expected to operate at LOS C or better during the weekday AM and PM peak hours with the addition of growth in ambient traffic and related project traffic under the future without project conditions based on City of Hermosa Beach LOS standards. • Future (Year 2014) Future With Project Traffic Conditions – The results of the traffic analysis indicate that the proposed Hermosa Boutique Hotel project is not expected to create significant impacts at any of the eight study intersections. Incremental, but not significant, impacts are noted at the study intersections. Because there are no significant impacts, no traffic mitigation measures are required or recommended for the study intersections under the “Future With Project” conditions. However, improvement measures are recommended to facilitate access to and from the planned project site. • CMP Traffic Assessment – The results of the Los Angeles CMP indicated that the proposed Hermosa Boutique Hotel project will not adversely affect any CMP arterial monitoring intersections or freeway monitoring locations, as well as nearby transit operations. Therefore, no improvements/mitigation measures are required of this project. • Parking Supply-Demand Analysis – The required number of parking spaces for the Hermosa Boutique Hotel project, based on City Code parking requirement totals 44 spaces. With an - 60 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\3996-Report3.doc effective parking supply of 33 parking spaces including marked spaces and vehicles parked in the drive aisle with valet operations, the result is a theoretical shortfall of 11 spaces when compared to City Code requirement of 44 spaces. The results of the shared parking demand analysis, which is based on the ULI shared parking methodology, indicate that the parking supply is expected to result in a deficiency of 4 parking spaces during the peak hour of a typical weekend day during July/August conditions when the hotel and both meetings rooms are fully booked. Given the results of the parking evaluation, it is recommended that the project applicant either 1) enter into a parking agreement to lease parking spaces from nearby private locations (e.g., 205 Pier Avenue, etc.) which have sufficient parking during the weekend peak hours forecast for the proposed project (i.e., during the special circumstance when all hotel rooms and both meeting rooms are fully booked); or 2) Contribute an in-lieu fee to an improvement fund for a vehicle parking district to mitigate the forecast parking deficit. - 61 - LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\Appendix Covers.doc APPENDIX A TRAFFIC COUNT DATA File Name : Man27th_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Thru Peds Thru Peds Thru Peds Thru Peds Int. Total 07:00 AM 0 0 0 0 0 1 0 0 1 07:15 AM 0 1 0 2 0 1 0 0 4 07:45 AM 0 1 0 2 0 3 0 0 6 Total 0 2 0 4 0 5 0 0 11 08:15 AM 0 0 6 0 0 1 0 0 7 08:30 AM 0 2 1 0 0 0 0 0 3 08:45 AM 0 0 1 2 0 0 1 0 4 Total 0 2 8 2 0 1 1 0 14 04:00 PM 1 0 0 4 1 0 3 0 9 04:15 PM 1 4 0 4 3 0 3 1 16 04:30 PM 0 4 0 3 0 2 0 2 11 04:45 PM 0 3 0 1 2 1 0 1 8 Total 2 11 0 12 6 3 6 4 44 05:00 PM 0 1 1 1 0 0 0 0 3 05:15 PM 0 2 0 2 0 0 0 5 9 05:30 PM 4 3 1 0 0 1 3 1 13 05:45 PM 4 8 0 0 0 3 1 2 18 Total 8 14 2 3 0 4 4 8 43 Grand Total 10 29 10 21 6 13 11 12 112 Apprch %25.6 74.4 32.3 67.7 31.6 68.4 47.8 52.2 Total %8.9 25.9 8.9 18.8 5.4 11.6 9.8 10.7 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 1 1 0 2 2 0 3 3 0 0 0 6 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 6 0 6 0 1 1 0 0 0 7 08:30 AM 0 2 2 1 0 1 0 0 0 0 0 0 3 Total Volume 0 3 3 7 2 9 0 4 4 0 0 0 16 % App. Total 0 100 77.8 22.2 0 100 0 0 PHF .000 .375 .375 .292 .250 .375 .000 .333 .333 .000 .000 .000 .571 Manhattan Ave Greenwich 27th St Manhattan Ave Thru0 Peds3 InOut Total0 3 3 Thru7 Peds2 OutTotalIn0 9 9 Thru 0 Peds 4 Out TotalIn 0 4 4 Thru0 Peds0 TotalOutIn7 0 7 Peak Hour Begins at 07:45 AM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 0 1 0 4 4 1 0 1 3 0 3 9 04:15 PM 1 4 5 0 4 4 3 0 3 3 1 4 16 04:30 PM 0 4 4 0 3 3 0 2 2 0 2 2 11 04:45 PM 0 3 3 0 1 1 2 1 3 0 1 1 8 Total Volume 2 11 13 0 12 12 6 3 9 6 4 10 44 % App. Total 15.4 84.6 0 100 66.7 33.3 60 40 PHF .500 .688 .650 .000 .750 .750 .500 .375 .750 .500 .500 .625 .688 Manhattan Ave Greenwich 27th St Manhattan Ave Thru2 Peds11 InOut Total6 13 19 Thru0 Peds12 OutTotalIn6 12 18 Thru6 Peds3 Out TotalIn2 9 11 Thru6 Peds4 TotalOutIn0 10 10 Peak Hour Begins at 04:00 PM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 0 2 0 0 2 07:30 AM 0 0 1 0 0 0 0 0 0 1 0 0 2 Total 0 0 1 0 0 0 0 0 0 4 0 0 5 08:15 AM 0 0 1 0 0 0 0 0 0 1 0 0 2 Total 0 0 1 0 0 0 0 0 0 1 0 0 2 04:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 04:45 PM 0 0 2 0 0 0 0 0 1 0 0 0 3 Total 0 0 2 0 0 0 0 0 1 1 0 0 4 05:00 PM 0 0 1 0 0 0 0 0 0 1 0 0 2 05:45 PM 0 0 1 0 0 0 1 0 0 0 0 0 2 Total 0 0 2 0 0 0 1 0 0 1 0 0 4 Grand Total 0 0 6 0 0 0 1 0 1 7 0 0 15 Apprch %0 0 100 0 0 0 50 0 50 100 0 0 Total %0 0 40 0 0 0 6.7 0 6.7 46.7 0 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 4 0 0 4 5 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .000 .500 .625 Manhattan Ave Greenwich 27th St Manhattan Ave Right1 Thru0 Left0 InOut Total4 1 5 Right0 Thru0 Left0 OutTotalIn0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left4 Thru0 Right0 TotalOutIn1 4 5 Peak Hour Begins at 07:00 AM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 2 2 0 0 0 0 0 0 1 1 0 0 0 0 3 05:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2 Total Volume 0 0 3 3 0 0 0 0 0 0 1 1 2 0 0 2 6 % App. Total 0 0 100 0 0 0 0 0 100 100 0 0 PHF .000 .000 .375 .375 .000 .000 .000 .000 .000 .000 .250 .250 .500 .000 .000 .500 .500 Manhattan Ave Greenwich 27th St Manhattan Ave Right 3 Thru 0 Left 0 InOut Total 2 3 5 Right0 Thru0 Left0 OutTotalIn1 0 1 Left0 Thru0 Right1 Out TotalIn0 1 1 Left2 Thru0 Right0 TotalOutIn3 2 5 Peak Hour Begins at 04:15 PM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 7 4 3 6 5 5 0 31 9 32 13 0 115 07:15 AM 11 4 16 9 10 6 0 43 10 49 31 1 190 07:30 AM 9 11 19 6 18 12 0 43 19 76 26 2 241 07:45 AM 17 16 19 10 15 18 0 55 10 64 20 0 244 Total 44 35 57 31 48 41 0 172 48 221 90 3 790 08:00 AM 12 22 22 13 14 6 0 53 22 76 31 3 274 08:15 AM 12 6 19 9 15 15 1 52 23 62 17 0 231 08:30 AM 13 5 14 10 14 30 0 34 19 46 22 1 208 08:45 AM 9 11 23 7 18 21 1 32 19 37 18 2 198 Total 46 44 78 39 61 72 2 171 83 221 88 6 911 04:00 PM 16 23 27 12 21 7 1 22 13 15 11 0 168 04:15 PM 13 31 45 13 33 7 0 19 13 31 18 0 223 04:30 PM 10 29 43 12 22 15 0 25 11 26 11 0 204 04:45 PM 20 27 61 11 23 11 1 19 16 25 15 3 232 Total 59 110 176 48 99 40 2 85 53 97 55 3 827 05:00 PM 16 37 57 10 24 12 0 21 9 20 16 1 223 05:15 PM 11 49 54 15 23 15 0 24 9 20 9 1 230 05:30 PM 16 46 65 13 29 13 0 15 17 26 15 3 258 05:45 PM 17 58 65 14 34 18 4 23 16 22 14 1 286 Total 60 190 241 52 110 58 4 83 51 88 54 6 997 Grand Total 209 379 552 170 318 211 8 511 235 627 287 18 3525 Apprch %18.3 33.2 48.4 24.3 45.5 30.2 1.1 67.8 31.2 67.3 30.8 1.9 Total %5.9 10.8 15.7 4.8 9 6 0.2 14.5 6.7 17.8 8.1 0.5 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 9 11 19 39 6 18 12 36 0 43 19 62 76 26 2 104 241 07:45 AM 17 16 19 52 10 15 18 43 0 55 10 65 64 20 0 84 244 08:00 AM 12 22 22 56 13 14 6 33 0 53 22 75 76 31 3 110 274 08:15 AM 12 6 19 37 9 15 15 39 1 52 23 76 62 17 0 79 231 Total Volume 50 55 79 184 38 62 51 151 1 203 74 278 278 94 5 377 990 % App. Total 27.2 29.9 42.9 25.2 41.1 33.8 0.4 73 26.6 73.7 24.9 1.3 PHF .735 .625 .898 .821 .731 .861 .708 .878 .250 .923 .804 .914 .914 .758 .417 .857 .903 Manhattan Ave Greenwich 27th St Manhattan Ave Right79 Thru55 Left50 InOut Total532 184 716 Right51 Thru62 Left38 OutTotalIn218 151 369 Left 1 Thru 203 Right 74 Out TotalIn 98 278 376 Left278 Thru94 Right5 TotalOutIn142 377 519 Peak Hour Begins at 07:30 AM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 16 37 57 110 10 24 12 46 0 21 9 30 20 16 1 37 223 05:15 PM 11 49 54 114 15 23 15 53 0 24 9 33 20 9 1 30 230 05:30 PM 16 46 65 127 13 29 13 55 0 15 17 32 26 15 3 44 258 05:45 PM 17 58 65 140 14 34 18 66 4 23 16 43 22 14 1 37 286 Total Volume 60 190 241 491 52 110 58 220 4 83 51 138 88 54 6 148 997 % App. Total 12.2 38.7 49.1 23.6 50 26.4 2.9 60.1 37 59.5 36.5 4.1 PHF .882 .819 .927 .877 .867 .809 .806 .833 .250 .865 .750 .802 .846 .844 .500 .841 .872 Manhattan Ave Greenwich 27th St Manhattan Ave Right 241 Thru 190 Left 60 InOut Total 229 491 720 Right58 Thru110 Left52 OutTotalIn165 220 385 Left4 Thru83 Right51 Out TotalIn248 138 386 Left88 Thru54 Right6 TotalOutIn355 148 503 Peak Hour Begins at 05:00 PM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Semi Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 08:30 AM 0 0 0 0 0 0 0 0 0 1 1 0 2 08:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 Total 0 0 1 0 0 0 0 0 0 1 1 0 3 04:30 PM 0 0 0 2 0 0 0 0 0 0 0 0 2 Total 0 0 0 2 0 0 0 0 0 0 0 0 2 Grand Total 0 0 1 2 0 0 0 0 0 1 1 0 5 Apprch %0 0 100 100 0 0 0 0 0 50 50 0 Total %0 0 20 40 0 0 0 0 0 20 20 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Semi Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 08:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 2 3 % App. Total 0 0 100 0 0 0 0 0 0 50 50 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .250 .375 Manhattan Ave Greenwich 27th St Manhattan Ave Right1 Thru0 Left0 InOut Total1 1 2 Right0 Thru0 Left0 OutTotalIn1 0 1 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left1 Thru1 Right0 TotalOutIn1 2 3 Peak Hour Begins at 08:00 AM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_Semi Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 Total Volume 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 % App. Total 0 0 0 100 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Manhattan Ave Greenwich 27th St Manhattan Ave Right 0 Thru 0 Left 0 InOut Total 0 0 0 Right0 Thru0 Left2 OutTotalIn0 2 2 Left0 Thru0 Right0 Out TotalIn2 0 2 Left0 Thru0 Right0 TotalOutIn0 0 0 Peak Hour Begins at 03:45 PM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 07:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 0 1 0 1 0 0 0 0 1 0 0 3 08:30 AM 0 0 0 0 0 0 0 0 0 1 1 0 2 08:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 Total 0 0 1 0 0 0 0 0 0 1 1 0 3 04:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 Total 0 1 1 0 0 0 0 0 0 0 0 1 3 05:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 Total 0 0 0 0 0 0 1 2 0 0 0 0 3 Grand Total 0 1 3 0 1 0 1 2 0 2 1 1 12 Apprch %0 25 75 0 100 0 33.3 66.7 0 50 25 25 Total %0 8.3 25 0 8.3 0 8.3 16.7 0 16.7 8.3 8.3 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 1 0 1 0 0 0 0 1 0 0 1 3 % App. Total 0 0 100 0 100 0 0 0 0 100 0 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .250 .000 .000 .250 .750 Manhattan Ave Greenwich 27th St Manhattan Ave Right1 Thru0 Left0 InOut Total1 1 2 Right0 Thru1 Left0 OutTotalIn0 1 1 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left1 Thru0 Right0 TotalOutIn2 1 3 Peak Hour Begins at 07:00 AM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : Man27th_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Manhattan Ave Southbound 27th St Westbound Manhattan Ave Northbound Greenwich Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 2 Total Volume 0 1 1 2 0 0 0 0 1 1 0 2 0 0 1 1 5 % App. Total 0 50 50 0 0 0 50 50 0 0 0 100 PHF .000 .250 .250 .250 .000 .000 .000 .000 .250 .250 .000 .250 .000 .000 .250 .250 .625 Manhattan Ave Greenwich 27th St Manhattan Ave Right 1 Thru 1 Left 0 InOut Total 1 2 3 Right0 Thru0 Left0 OutTotalIn0 0 0 Left1 Thru1 Right0 Out TotalIn2 2 4 Left0 Thru0 Right1 TotalOutIn2 1 3 Peak Hour Begins at 04:15 PM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com PEDESTRIAN - BICYCLE COUNT SUMMARY CLIENT:LLG - ENGINEERS PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE:THURSDAY, NOVEMBER 01, 2012 PERIOD:AM / PM INTERSECTION:HERMOSA AVENUE / 15TH STREET FILE:4PED-BIKE 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0700-0715 0 0 0 0 0700-0715 0 0 0 1 0715-0730 0 0 0 1 0715-0730 0 0 0 2 0730-0745 0 0 0 3 0730-0745 0 0 0 1 0745-0800 0 0 0 3 0745-0800 0 0 0 5 0800-0815 0 0 0 2 0800-0815 0 0 0 9 0815-0830 0 0 0 3 0815-0830 0 0 0 2 0830-0845 0 0 0 5 0830-0845 0 0 0 8 0845-0900 0 0 0 4 0845-0900 0 0 0 3 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0700-0800 0 0 0 7 7 0700-0800 0 0 0 9 9 0715-0815 0 0 0 9 9 0715-0815 0 0 0 17 17 0730-0830 0 0 0 11 11 0730-0830 0 0 0 17 17 0745-0845 0 0 0 13 13 0745-0845 0 0 0 24 24 0800-0900 0 0 0 14 14 0800-0900 0 0 0 22 22 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0400-0415 0 0 0 2 0400-0415 0 0 0 6 0415-0430 0 0 0 7 0415-0430 0 0 0 13 0430-0445 0 0 0 7 0430-0445 0 0 0 8 0445-0500 0 0 0 6 0445-0500 0 0 0 3 0500-0515 0 0 0 5 0500-0515 0 0 0 6 0515-0530 0 0 0 6 0515-0530 0 0 0 8 0530-0545 0 0 0 5 0530-0545 0 0 0 7 0545-0600 0 0 0 10 0545-0600 0 0 0 4 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0400-0500 0 0 0 22 22 0400-0500 0 0 0 30 30 0415-0515 0 0 0 25 25 0415-0515 0 0 0 30 30 0430-0530 0 0 0 24 24 0430-0530 0 0 0 25 25 0445-0545 0 0 0 22 22 0445-0545 0 0 0 24 24 0500-0600 0 0 0 26 26 0500-0600 0 0 0 25 25 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-AM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 27 0 0 0 0 0 36 1 0 0 1 0715-0730 0 20 0 0 0 0 0 57 1 4 0 4 0730-0745 1 40 0 0 0 0 0 70 0 2 0 4 0745-0800 1 37 0 0 0 0 0 99 0 2 0 2 0800-0815 1 49 0 0 0 0 0 108 3 6 0 2 0815-0830 1 53 0 0 0 0 0 103 0 2 0 2 0830-0845 0 50 0 0 0 0 0 88 2 3 0 2 0845-0900 1 44 0 0 0 0 0 77 2 0 0 2 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 2 124 0 0 0 0 0 262 2 8 0 11 409 0715-0815 3 146 0 0 0 0 0 334 4 14 0 12 513 0730-0830 4 179 0 0 0 0 0 380 3 12 0 10 588 0745-0845 3 189 0 0 0 0 0 398 5 13 0 8 616 0800-0900 3 196 0 0 0 0 0 376 7 11 0 8 601 3 189 0 5 398 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0745-0845 8 0 13 15TH STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-PM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 2 80 0 0 0 0 0 54 2 3 0 1 0415-0430 1 85 0 0 0 0 0 59 1 1 0 2 0430-0445 1 83 0 0 0 0 0 51 2 0 0 1 0445-0500 2 82 0 0 0 0 0 41 2 2 0 0 0500-0515 3 93 0 0 0 0 0 55 3 3 0 2 0515-0530 1 97 0 0 0 0 0 59 4 3 0 0 0530-0545 3 118 0 0 0 0 0 50 3 3 0 0 0545-0600 4 112 0 0 0 0 0 62 2 2 0 1 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 6 330 0 0 0 0 0 205 7 6 0 4 558 0415-0515 7 343 0 0 0 0 0 206 8 6 0 5 575 0430-0530 7 355 0 0 0 0 0 206 11 8 0 3 590 0445-0545 9 390 0 0 0 0 0 205 12 11 0 2 629 0500-0600 11 420 0 0 0 0 0 226 12 11 0 3 683 11 420 0 12 226 0 HERMOSA AVENUE P.M. PEAK HOUR 0500-0600 3 0 11 15TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-AM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 1 0 0 0 0 0715-0730 0 1 0 0 0 0 0 0 0 0 0 0 0730-0745 0 0 0 0 0 0 0 1 0 0 0 0 0745-0800 1 0 0 0 0 0 0 2 0 0 0 0 0800-0815 0 2 0 0 0 0 0 2 0 0 0 0 0815-0830 0 0 0 0 0 0 0 2 0 0 0 0 0830-0845 0 0 0 0 0 0 0 0 0 0 0 0 0845-0900 0 0 0 0 0 0 0 1 0 1 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 1 1 0 0 0 0 0 4 0 0 0 0 6 0715-0815 1 3 0 0 0 0 0 5 0 0 0 0 9 0730-0830 1 2 0 0 0 0 0 7 0 0 0 0 10 0745-0845 1 2 0 0 0 0 0 6 0 0 0 0 9 0800-0900 0 2 0 0 0 0 0 5 0 1 0 0 8 1 2 0 0 7 0 15TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0730-0830 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-PM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 3 0 0 0 0 0 1 0 0 0 0 0415-0430 1 1 0 0 0 0 0 1 0 1 0 0 0430-0445 0 1 0 0 0 0 0 2 0 0 0 1 0445-0500 0 1 0 0 0 0 0 1 0 0 0 0 0500-0515 0 1 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 1 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 1 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 1 6 0 0 0 0 0 5 0 1 0 1 14 0415-0515 1 4 0 0 0 0 0 4 0 1 0 1 11 0430-0530 0 3 0 0 0 0 0 4 0 0 0 1 8 0445-0545 0 2 0 0 0 0 0 2 0 0 0 0 4 0500-0600 0 2 0 0 0 0 0 1 0 0 0 0 3 1 6 0 0 5 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 1 0 1 15TH STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-AM LARGE TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 0 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 0 0 0 0 0 0 0 0 0 0 0 0745-0800 0 0 0 0 0 0 0 1 0 0 0 0 0800-0815 0 0 0 0 0 0 0 0 0 0 0 0 0815-0830 0 0 0 0 0 0 0 1 0 0 0 0 0830-0845 0 1 0 0 0 0 0 1 0 0 0 0 0845-0900 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 0 0 0 0 0 0 1 0 0 0 0 1 0715-0815 0 0 0 0 0 0 0 1 0 0 0 0 1 0730-0830 0 0 0 0 0 0 0 2 0 0 0 0 2 0745-0845 0 1 0 0 0 0 0 3 0 0 0 0 4 0800-0900 0 1 0 0 0 0 0 2 0 0 0 0 3 0 1 0 0 3 0 15TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0745-0845 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-PM LARGE TRUCK / NO ACTIVITY OBSERVED 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 0 0 0 0 0 0 0 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 0 0 0 0 0 0 0 0 0 0 0 0500-0515 0 0 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 0 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 0 0 0 0 0 0 0 0 0 0 0 0 0415-0515 0 0 0 0 0 0 0 0 0 0 0 0 0 0430-0530 0 0 0 0 0 0 0 0 0 0 0 0 0 0445-0545 0 0 0 0 0 0 0 0 0 0 0 0 0 0500-0600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 0 0 0 15TH STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-AM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 1 0 0 0 0 0 1 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 1 0 0 0 0 0 2 0 0 0 0 0745-0800 0 1 0 0 0 0 0 1 0 0 0 0 0800-0815 0 1 0 0 0 0 0 1 0 0 0 0 0815-0830 0 0 0 0 0 0 0 1 0 0 0 0 0830-0845 0 0 0 0 0 0 0 1 0 0 0 0 0845-0900 0 0 0 0 0 0 0 2 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 3 0 0 0 0 0 4 0 0 0 0 7 0715-0815 0 3 0 0 0 0 0 4 0 0 0 0 7 0730-0830 0 3 0 0 0 0 0 5 0 0 0 0 8 0745-0845 0 2 0 0 0 0 0 4 0 0 0 0 6 0800-0900 0 1 0 0 0 0 0 5 0 0 0 0 6 0 3 0 0 5 0 15TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0730-0830 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 15TH STREET FILE NUMBER:4-PM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 1 0 0 0 0 0 1 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 2 0 0 0 0 0 1 0 0 0 0 0500-0515 0 1 0 0 0 0 0 1 0 0 0 0 0515-0530 0 0 0 0 0 0 0 1 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 1 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 3 0 0 0 0 0 2 0 0 0 0 5 0415-0515 0 4 0 0 0 0 0 3 0 0 0 0 7 0430-0530 0 3 0 0 0 0 0 3 0 0 0 0 6 0445-0545 0 3 0 0 0 0 0 3 0 0 0 0 6 0500-0600 0 2 0 0 0 0 0 2 0 0 0 0 4 0 4 0 0 3 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0415-0515 0 0 0 15TH STREET THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com PEDESTRIAN - BICYCLE COUNT SUMMARY CLIENT:LLG - ENGINEERS PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE:THURSDAY, NOVEMBER 01, 2012 PERIOD:AM / PM INTERSECTION:HERMOSA AVENUE / 14TH STREET FILE:3PED-BIKE 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0700-0715 0 0 1 0 0700-0715 0 0 0 0 0715-0730 0 1 0 3 0715-0730 0 0 2 1 0730-0745 1 0 2 6 0730-0745 1 5 0 1 0745-0800 1 2 6 2 0745-0800 0 0 0 4 0800-0815 1 0 2 5 0800-0815 2 3 0 9 0815-0830 2 1 4 4 0815-0830 0 5 0 2 0830-0845 7 3 3 8 0830-0845 0 6 0 6 0845-0900 2 0 3 12 0845-0900 0 9 0 2 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0700-0800 2 3 9 11 25 0700-0800 1 5 2 6 14 0715-0815 3 3 10 16 32 0715-0815 3 8 2 15 28 0730-0830 5 3 14 17 39 0730-0830 3 13 0 16 32 0745-0845 11 6 15 19 51 0745-0845 2 14 0 21 37 0800-0900 12 4 12 29 57 0800-0900 2 23 0 19 44 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0400-0415 4 2 3 8 0400-0415 2 0 0 4 0415-0430 1 2 5 11 0415-0430 0 4 1 14 0430-0445 0 2 6 7 0430-0445 0 2 2 8 0445-0500 2 1 9 7 0445-0500 0 9 0 3 0500-0515 6 3 5 5 0500-0515 0 2 0 3 0515-0530 6 10 6 6 0515-0530 0 5 1 7 0530-0545 2 4 9 10 0530-0545 0 3 0 5 0545-0600 6 9 7 16 0545-0600 1 3 0 2 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0400-0500 7 7 23 33 70 0400-0500 2 15 3 29 49 0415-0515 9 8 25 30 72 0415-0515 0 17 3 28 48 0430-0530 14 16 26 25 81 0430-0530 0 18 3 21 42 0445-0545 16 18 29 28 91 0445-0545 0 19 1 18 38 0500-0600 20 26 27 37 110 0500-0600 1 13 1 17 32 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-AM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 2 23 0 3 0 2 2 34 2 2 0 1 0715-0730 4 20 1 0 1 1 1 54 7 0 1 0 0730-0745 2 37 1 0 3 4 2 68 3 1 1 2 0745-0800 4 33 1 0 2 2 2 91 8 0 4 5 0800-0815 2 55 1 1 4 4 3 102 9 2 2 3 0815-0830 4 50 4 1 0 0 4 98 6 2 2 3 0830-0845 3 50 2 2 0 1 3 86 9 1 0 3 0845-0900 2 37 3 0 2 1 2 76 7 0 1 4 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 12 113 3 3 6 9 7 247 20 3 6 8 437 0715-0815 12 145 4 1 10 11 8 315 27 3 8 10 554 0730-0830 12 175 7 2 9 10 11 359 26 5 9 13 638 0745-0845 13 188 8 4 6 7 12 377 32 5 8 14 674 0800-0900 11 192 10 4 6 6 12 362 31 5 5 13 657 13 188 8 32 377 12 14TH STREET 6 7 THURSDAY, NOVEMBER 01, 2012 4 HERMOSA AVENUE A.M. PEAK HOUR 0745-0845 14 8 5 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-PM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 5 76 4 3 2 2 3 51 7 3 0 3 0415-0430 1 86 2 3 1 5 5 53 7 2 1 0 0430-0445 2 84 1 0 2 4 7 52 5 3 1 2 0445-0500 6 69 2 2 3 5 3 37 9 7 0 2 0500-0515 4 98 2 3 6 2 2 48 12 2 2 5 0515-0530 4 96 2 6 3 2 7 50 7 3 2 3 0530-0545 3 117 4 5 2 1 3 49 10 2 2 1 0545-0600 6 100 3 3 1 3 5 59 11 4 0 2 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 14 315 9 8 8 16 18 193 28 15 2 7 633 0415-0515 13 337 7 8 12 16 17 190 33 14 4 9 660 0430-0530 16 347 7 11 14 13 19 187 33 15 5 12 679 0445-0545 17 380 10 16 14 10 15 184 38 14 6 11 715 0500-0600 17 411 11 17 12 8 17 206 40 11 6 11 767 17 411 11 40 206 17 12 8 THURSDAY, NOVEMBER 01, 2012 17 HERMOSA AVENUE P.M. PEAK HOUR 0500-0600 11 6 11 14TH STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-AM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 0 0 0 0 0 0715-0730 0 1 0 0 0 0 0 0 0 0 0 0 0730-0745 0 0 0 0 0 0 0 1 0 0 0 1 0745-0800 0 0 0 0 0 0 0 2 1 0 0 0 0800-0815 1 1 0 0 0 0 0 1 0 0 0 0 0815-0830 0 0 0 0 0 0 0 2 0 1 0 0 0830-0845 0 0 0 0 0 0 0 0 0 0 0 0 0845-0900 0 0 0 0 0 0 1 3 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 1 0 0 0 0 0 3 1 0 0 1 6 0715-0815 1 2 0 0 0 0 0 4 1 0 0 1 9 0730-0830 1 1 0 0 0 0 0 6 1 1 0 1 11 0745-0845 1 1 0 0 0 0 0 5 1 1 0 0 9 0800-0900 1 1 0 0 0 0 1 6 0 1 0 0 10 1 1 0 1 6 0 1 14TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0730-0830 1 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-PM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 3 0 0 0 0 0 1 1 0 0 0 0415-0430 1 1 0 0 0 0 0 1 0 0 0 0 0430-0445 0 1 0 0 0 0 0 2 0 0 0 0 0445-0500 0 1 0 0 0 0 0 1 0 1 0 0 0500-0515 0 1 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 1 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 1 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 1 6 0 0 0 0 0 5 1 1 0 0 14 0415-0515 1 4 0 0 0 0 0 4 0 1 0 0 10 0430-0530 0 3 0 0 0 0 0 4 0 1 0 0 8 0445-0545 0 2 0 0 0 0 0 2 0 1 0 0 5 0500-0600 1 1 0 0 0 0 0 1 0 0 0 0 3 1 6 0 1 5 0 14TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 0 0 1 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-AM LARGE TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 0 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 0 0 0 0 0 0 0 0 0 0 0 0745-0800 0 0 0 0 0 0 0 1 0 0 0 0 0800-0815 0 0 0 0 0 0 0 0 0 0 0 0 0815-0830 0 0 0 0 0 0 0 1 0 0 0 0 0830-0845 0 1 0 0 0 0 0 1 0 0 0 0 0845-0900 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 0 0 0 0 0 0 1 0 0 0 0 1 0715-0815 0 0 0 0 0 0 0 1 0 0 0 0 1 0730-0830 0 0 0 0 0 0 0 2 0 0 0 0 2 0745-0845 0 1 0 0 0 0 0 3 0 0 0 0 4 0800-0900 0 1 0 0 0 0 0 2 0 0 0 0 3 0 1 0 0 3 0 0 14TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0745-0845 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-PM LARGE TRUCK / NO ACTIVITY OBSERVED 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 0 0 0 0 0 0 0 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 0 0 0 0 0 0 0 0 0 0 0 0500-0515 0 0 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 0 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 0 0 0 0 0 0 0 0 0 0 0 0 0415-0515 0 0 0 0 0 0 0 0 0 0 0 0 0 0430-0530 0 0 0 0 0 0 0 0 0 0 0 0 0 0445-0545 0 0 0 0 0 0 0 0 0 0 0 0 0 0500-0600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-AM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 1 0 0 0 0 0 1 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 1 0 0 0 0 0 2 0 0 0 0 0745-0800 0 1 0 0 0 0 0 1 0 0 0 0 0800-0815 0 1 0 0 0 0 0 1 0 0 0 0 0815-0830 0 0 0 0 0 0 0 1 0 0 0 0 0830-0845 0 0 0 0 0 0 0 2 0 0 0 0 0845-0900 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 3 0 0 0 0 0 4 0 0 0 0 7 0715-0815 0 3 0 0 0 0 0 4 0 0 0 0 7 0730-0830 0 3 0 0 0 0 0 5 0 0 0 0 8 0745-0845 0 2 0 0 0 0 0 5 0 0 0 0 7 0800-0900 0 1 0 0 0 0 0 4 0 0 0 0 5 0 3 0 0 5 0 14TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0730-0830 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 14TH STREET FILE NUMBER:3-PM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 1 0 0 0 0 0 1 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 2 0 0 0 0 0 1 0 0 0 0 0500-0515 0 1 0 0 0 0 0 1 0 0 0 0 0515-0530 0 0 0 0 0 0 0 1 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 1 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 3 0 0 0 0 0 2 0 0 0 0 5 0415-0515 0 4 0 0 0 0 0 3 0 0 0 0 7 0430-0530 0 3 0 0 0 0 0 3 0 0 0 0 6 0445-0545 0 3 0 0 0 0 0 3 0 0 0 0 6 0500-0600 0 2 0 0 0 0 0 2 0 0 0 0 4 0 4 0 0 3 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0415-0515 0 0 0 14TH STREET THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com PEDESTRIAN - BICYCLE COUNT SUMMARY CLIENT:LLG - ENGINEERS PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE:THURSDAY, NOVEMBER 01, 2012 PERIOD:AM / PM INTERSECTION:HERMOSA AVENUE / 13TH STREET FILE:2PED-BIKE 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0700-0715 0 0 2 15 0700-0715 0 0 1 2 0715-0730 0 0 3 15 0715-0730 0 0 0 3 0730-0745 0 0 7 24 0730-0745 0 0 0 5 0745-0800 0 0 10 26 0745-0800 0 0 0 6 0800-0815 0 0 8 23 0800-0815 0 0 1 8 0815-0830 0 0 8 25 0815-0830 0 0 0 3 0830-0845 0 0 12 43 0830-0845 0 0 1 6 0845-0900 0 0 11 51 0845-0900 0 0 0 7 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0700-0800 0 0 22 80 102 0700-0800 0 0 1 16 17 0715-0815 0 0 28 88 116 0715-0815 0 0 1 22 23 0730-0830 0 0 33 98 131 0730-0830 0 0 1 22 23 0745-0845 0 0 38 117 155 0745-0845 0 0 2 23 25 0800-0900 0 0 39 142 181 0800-0900 0 0 2 24 26 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0400-0415 0 0 7 27 0400-0415 0 0 1 2 0415-0430 0 0 11 29 0415-0430 0 0 2 14 0430-0445 0 0 9 37 0430-0445 0 0 2 10 0445-0500 0 0 10 31 0445-0500 0 0 7 12 0500-0515 0 0 20 36 0500-0515 0 0 5 10 0515-0530 0 0 15 25 0515-0530 0 0 2 16 0530-0545 0 0 16 42 0530-0545 0 0 2 15 0545-0600 0 0 11 39 0545-0600 0 0 3 9 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0400-0500 0 0 37 124 161 0400-0500 0 0 12 38 50 0415-0515 0 0 50 133 183 0415-0515 0 0 16 46 62 0430-0530 0 0 54 129 183 0430-0530 0 0 16 48 64 0445-0545 0 0 61 134 195 0445-0545 0 0 16 53 69 0500-0600 0 0 62 142 204 0500-0600 0 0 12 50 62 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-AM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 21 0 0 0 0 0 30 2 0 0 1 0715-0730 2 22 0 0 0 0 0 59 5 5 0 0 0730-0745 0 34 0 0 0 0 0 75 3 3 0 2 0745-0800 1 39 0 0 0 0 0 101 6 6 0 0 0800-0815 3 54 0 0 0 0 0 109 8 5 0 0 0815-0830 2 52 0 0 0 0 0 110 11 3 0 1 0830-0845 1 42 0 0 0 0 0 95 8 6 0 1 0845-0900 2 45 0 0 0 0 0 78 12 6 0 2 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 3 116 0 0 0 0 0 265 16 14 0 3 417 0715-0815 6 149 0 0 0 0 0 344 22 19 0 2 542 0730-0830 6 179 0 0 0 0 0 395 28 17 0 3 628 0745-0845 7 187 0 0 0 0 0 415 33 20 0 2 664 0800-0900 8 193 0 0 0 0 0 392 39 20 0 4 656 7 187 0 33 415 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0745-0845 2 0 20 13TH STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-PM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 2 67 0 0 0 0 0 44 2 10 0 3 0415-0430 2 99 0 0 0 0 0 69 8 17 0 4 0430-0445 5 74 0 0 0 0 0 50 4 10 0 9 0445-0500 2 90 0 0 0 0 0 49 3 7 0 5 0500-0515 6 81 0 0 0 0 0 50 7 11 0 8 0515-0530 3 110 0 0 0 0 0 66 8 11 0 8 0530-0545 5 100 0 0 0 0 0 51 13 10 0 8 0545-0600 4 118 0 0 0 0 0 62 5 15 0 5 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 11 330 0 0 0 0 0 212 17 44 0 21 635 0415-0515 15 344 0 0 0 0 0 218 22 45 0 26 670 0430-0530 16 355 0 0 0 0 0 215 22 39 0 30 677 0445-0545 16 381 0 0 0 0 0 216 31 39 0 29 712 0500-0600 18 409 0 0 0 0 0 229 33 47 0 29 765 18 409 0 33 229 0 HERMOSA AVENUE P.M. PEAK HOUR 0500-0600 29 0 47 13TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-AM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 0 0 0 0 0 0715-0730 0 1 0 0 0 0 0 1 0 0 0 0 0730-0745 0 0 0 0 0 0 0 1 0 0 0 0 0745-0800 0 0 0 0 0 0 0 2 0 0 0 0 0800-0815 0 1 0 0 0 0 0 1 0 0 0 0 0815-0830 0 1 0 0 0 0 0 3 0 0 0 0 0830-0845 0 0 0 0 0 0 0 0 0 0 0 0 0845-0900 0 0 0 0 0 0 0 3 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 1 0 0 0 0 0 4 0 0 0 0 5 0715-0815 0 2 0 0 0 0 0 5 0 0 0 0 7 0730-0830 0 2 0 0 0 0 0 7 0 0 0 0 9 0745-0845 0 2 0 0 0 0 0 6 0 0 0 0 8 0800-0900 0 2 0 0 0 0 0 7 0 0 0 0 9 0 2 0 0 7 0 0 13TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0730-0830 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-PM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 3 0 0 0 0 0 2 0 0 0 0 0415-0430 0 1 0 0 0 0 0 2 0 0 0 0 0430-0445 0 1 0 0 0 0 0 1 0 0 0 0 0445-0500 0 2 0 0 0 0 0 1 0 0 0 0 0500-0515 0 1 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 1 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 7 0 0 0 0 0 6 0 0 0 0 13 0415-0515 0 5 0 0 0 0 0 4 0 0 0 0 9 0430-0530 0 4 0 0 0 0 0 3 0 0 0 0 7 0445-0545 0 3 0 0 0 0 0 2 0 0 0 0 5 0500-0600 0 1 0 0 0 0 0 1 0 0 0 0 2 0 7 0 0 6 0 13TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-AM LARGE TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 1 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 0 0 0 0 0 0 0 0 0 0 0 0745-0800 0 0 0 0 0 0 0 0 0 0 0 0 0800-0815 0 0 0 0 0 0 0 1 0 0 0 0 0815-0830 0 0 0 0 0 0 0 1 0 0 0 0 0830-0845 0 1 0 0 0 0 0 0 0 0 0 0 0845-0900 0 0 0 0 0 0 0 1 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 0 0 0 0 0 0 1 0 0 0 0 1 0715-0815 0 0 0 0 0 0 0 1 0 0 0 0 1 0730-0830 0 0 0 0 0 0 0 2 0 0 0 0 2 0745-0845 0 1 0 0 0 0 0 2 0 0 0 0 3 0800-0900 0 1 0 0 0 0 0 3 0 0 0 0 4 0 1 0 0 3 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0800-0900 0 0 0 13TH STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-PM LARGE TRUCK / NO ACTIVITY OBSERVED 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 0 0 0 0 0 0 0 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 0 0 0 0 0 0 0 0 0 0 0 0500-0515 0 0 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 0 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 0 0 0 0 0 0 0 0 0 0 0 0 0415-0515 0 0 0 0 0 0 0 0 0 0 0 0 0 0430-0530 0 0 0 0 0 0 0 0 0 0 0 0 0 0445-0545 0 0 0 0 0 0 0 0 0 0 0 0 0 0500-0600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 0 0 0 13TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-AM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 1 0 0 0 0 0 2 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 1 0 0 0 0 0 0 0 0 0 0 0745-0800 0 1 0 0 0 0 0 2 0 0 0 0 0800-0815 0 1 0 0 0 0 0 2 0 0 0 0 0815-0830 0 0 0 0 0 0 0 1 0 0 0 0 0830-0845 0 0 0 0 0 0 0 0 0 0 0 0 0845-0900 0 0 0 0 0 0 0 1 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 3 0 0 0 0 0 4 0 0 0 0 7 0715-0815 0 3 0 0 0 0 0 4 0 0 0 0 7 0730-0830 0 3 0 0 0 0 0 5 0 0 0 0 8 0745-0845 0 2 0 0 0 0 0 5 0 0 0 0 7 0800-0900 0 1 0 0 0 0 0 4 0 0 0 0 5 0 3 0 0 5 0 13TH STREET 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0730-0830 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W 13TH STREET FILE NUMBER:2-PM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 1 0 0 0 0 0 1 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 2 0 0 0 0 0 1 0 0 0 0 0500-0515 0 1 0 0 0 0 0 1 0 0 0 0 0515-0530 0 0 0 0 0 0 0 1 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 1 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 3 0 0 0 0 0 2 0 0 0 0 5 0415-0515 0 4 0 0 0 0 0 3 0 0 0 0 7 0430-0530 0 3 0 0 0 0 0 3 0 0 0 0 6 0445-0545 0 3 0 0 0 0 0 3 0 0 0 0 6 0500-0600 0 2 0 0 0 0 0 2 0 0 0 0 4 0 4 0 0 3 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE P.M. PEAK HOUR 0415-0515 0 0 0 13TH STREET THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com PEDESTRIAN - BICYCLE COUNT SUMMARY CLIENT:LLG - ENGINEERS PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE:THURSDAY, NOVEMBER 01, 2012 PERIOD:AM / PM INTERSECTION:HERMOSA AVENUE / PIER AVENUE FILE:1PED-BIKE 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0700-0715 2 0 6 0 0700-0715 0 1 0 0 0715-0730 8 1 7 0 0715-0730 0 3 0 0 0730-0745 7 2 7 0 0730-0745 1 4 0 0 0745-0800 11 1 14 0 0745-0800 1 2 1 0 0800-0815 13 2 8 0 0800-0815 1 4 1 0 0815-0830 12 0 6 0 0815-0830 1 5 1 0 0830-0845 15 1 3 0 0830-0845 1 5 1 0 0845-0900 15 1 7 0 0845-0900 1 10 4 0 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0700-0800 28 4 34 0 66 0700-0800 2 10 1 0 13 0715-0815 39 6 36 0 81 0715-0815 3 13 2 0 18 0730-0830 43 5 35 0 83 0730-0830 4 15 3 0 22 0745-0845 51 4 31 0 86 0745-0845 4 16 4 0 24 0800-0900 55 4 24 0 83 0800-0900 4 24 7 0 35 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91006 626.446.7978 PHONE 626.446.2877 FAX trafsolutn@aol.com 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG 15-MINUTE NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D PERIOD A B C D 0400-0415 33 8 34 0 0400-0415 0 1 4 0 0415-0430 34 5 34 0 0415-0430 1 4 8 0 0430-0445 36 5 41 0 0430-0445 4 2 6 0 0445-0500 45 4 51 0 0445-0500 2 5 3 0 0500-0515 29 3 46 0 0500-0515 4 5 4 0 0515-0530 38 8 42 0 0515-0530 3 4 7 0 0530-0545 38 9 48 0 0530-0545 2 2 5 0 0545-0600 24 4 39 0 0545-0600 3 1 5 0 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG 1-HOUR NORTH LEG EAST LEG SOUTH LEG WEST LEG PERIOD A B C D TOTALS PERIOD A B C D TOTALS 0400-0500 148 22 160 0 330 0400-0500 7 12 21 0 40 0415-0515 144 17 172 0 333 0415-0515 11 16 21 0 48 0430-0530 148 20 180 0 348 0430-0530 13 16 20 0 49 0445-0545 150 24 187 0 361 0445-0545 11 16 19 0 46 0500-0600 129 24 175 0 328 0500-0600 12 12 21 0 45 PEDESTRIAN MOVEMENTS BICYCLIST MOVEMENTS BICYCLIST MOVEMENTSPEDESTRIAN MOVEMENTS DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-AM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 16 7 10 0 7 8 30 0 0 0 0 0715-0730 0 20 9 11 0 8 14 53 0 0 0 0 0730-0745 0 23 17 12 0 10 22 72 0 0 0 0 0745-0800 0 27 16 18 0 13 20 84 0 0 0 0 0800-0815 0 36 14 20 0 9 19 100 0 0 0 0 0815-0830 0 49 12 22 0 14 25 101 0 0 0 0 0830-0845 0 44 14 23 0 19 17 86 0 0 0 0 0845-0900 0 34 16 21 0 17 17 64 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 86 49 51 0 38 64 239 0 0 0 0 527 0715-0815 0 106 56 61 0 40 75 309 0 0 0 0 647 0730-0830 0 135 59 72 0 46 86 357 0 0 0 0 755 0745-0845 0 156 56 83 0 55 81 371 0 0 0 0 802 0800-0900 0 163 56 86 0 59 78 351 0 0 0 0 793 0 156 56 0 371 81 0 55 THURSDAY, NOVEMBER 01, 2012 83 HERMOSA AVENUE A.M. PEAK HOUR 0745-0845 0 0 0 PIER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-PM CAR 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 63 20 17 0 22 21 38 0 0 0 0 0415-0430 0 75 33 23 0 20 23 40 0 0 0 0 0430-0445 0 77 26 22 0 24 18 33 0 0 0 0 0445-0500 0 68 20 20 0 17 22 42 0 0 0 0 0500-0515 0 75 21 23 0 18 23 45 0 0 0 0 0515-0530 0 91 20 19 0 17 15 40 0 0 0 0 0530-0545 0 97 21 21 0 21 22 44 0 0 0 0 0545-0600 0 99 27 20 0 22 23 54 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 283 99 82 0 83 84 153 0 0 0 0 784 0415-0515 0 295 100 88 0 79 86 160 0 0 0 0 808 0430-0530 0 311 87 84 0 76 78 160 0 0 0 0 796 0445-0545 0 331 82 83 0 73 82 171 0 0 0 0 822 0500-0600 0 362 89 83 0 78 83 183 0 0 0 0 878 0 362 89 0 183 83 HERMOSA AVENUE P.M. PEAK HOUR 0500-0600 0 0 0 PIER AVENUE 0 78 THURSDAY, NOVEMBER 01, 2012 83 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-AM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 0 0 0 0 0 0715-0730 0 0 0 1 0 1 0 0 0 0 0 0 0730-0745 0 0 1 0 0 0 1 1 0 0 0 0 0745-0800 0 0 0 0 0 0 0 2 0 0 0 0 0800-0815 0 0 0 0 0 0 0 1 0 0 0 0 0815-0830 0 1 0 0 0 0 0 2 0 0 0 0 0830-0845 0 0 1 1 0 0 0 1 0 0 0 0 0845-0900 0 0 0 1 0 1 0 1 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 0 1 1 0 1 1 3 0 0 0 0 7 0715-0815 0 0 1 1 0 1 1 4 0 0 0 0 8 0730-0830 0 1 1 0 0 0 1 6 0 0 0 0 9 0745-0845 0 1 1 1 0 0 0 6 0 0 0 0 9 0800-0900 0 1 1 2 0 1 0 5 0 0 0 0 10 0 1 1 0 5 0 PIER AVENUE 0 1 THURSDAY, NOVEMBER 01, 2012 2 HERMOSA AVENUE A.M. PEAK HOUR 0800-0900 0 0 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-PM SMALL TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 1 1 0 0 1 0 2 0 0 0 0 0415-0430 0 1 0 1 0 0 0 1 0 0 0 0 0430-0445 0 1 2 0 0 0 0 0 0 0 0 0 0445-0500 0 0 1 1 0 0 0 1 0 0 0 0 0500-0515 0 0 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 0 0 0 0 0 0530-0545 0 1 0 0 0 0 0 0 0 0 0 0 0545-0600 0 0 0 0 0 0 0 1 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 3 4 2 0 1 0 4 0 0 0 0 14 0415-0515 0 2 3 2 0 0 0 2 0 0 0 0 9 0430-0530 0 1 3 1 0 0 0 1 0 0 0 0 6 0445-0545 0 1 1 1 0 0 0 1 0 0 0 0 4 0500-0600 0 1 0 0 0 0 0 1 0 0 0 0 2 0 3 4 0 4 0 0 1 THURSDAY, NOVEMBER 01, 2012 2 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 0 0 0 PIER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-AM LARGE TRUCK 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 1 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 0 0 0 0 0 0 0 0 0 0 0 0745-0800 0 0 0 0 0 0 0 0 0 0 0 0 0800-0815 0 0 0 0 0 0 0 1 0 0 0 0 0815-0830 0 0 0 0 0 0 0 1 0 0 0 0 0830-0845 0 0 0 0 0 0 0 0 0 0 0 0 0845-0900 0 1 0 0 0 0 0 1 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 0 0 0 0 0 0 1 0 0 0 0 1 0715-0815 0 0 0 0 0 0 0 1 0 0 0 0 1 0730-0830 0 0 0 0 0 0 0 2 0 0 0 0 2 0745-0845 0 0 0 0 0 0 0 2 0 0 0 0 2 0800-0900 0 1 0 0 0 0 0 3 0 0 0 0 4 0 1 0 0 3 0 0 0 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0800-0900 0 0 0 PIER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-PM LARGE TRUCK / NO ACTIVITY OBSERVED 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 0 0 0 0 0 0 0 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 0 0 0 0 0 0 0 0 0 0 0 0500-0515 0 0 0 0 0 0 0 0 0 0 0 0 0515-0530 0 0 0 0 0 0 0 0 0 0 0 0 0530-0545 0 0 0 0 0 0 0 0 0 0 0 0 0545-0600 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 0 0 0 0 0 0 0 0 0 0 0 0 0415-0515 0 0 0 0 0 0 0 0 0 0 0 0 0 0430-0530 0 0 0 0 0 0 0 0 0 0 0 0 0 0445-0545 0 0 0 0 0 0 0 0 0 0 0 0 0 0500-0600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HERMOSA AVENUE P.M. PEAK HOUR 0400-0500 0 0 0 PIER AVENUE 0 0 THURSDAY, NOVEMBER 01, 2012 0 DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:07:00 AM TO 09:00 AM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-AM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0700-0715 0 0 0 0 0 0 0 0 0 0 0 0 0715-0730 0 0 0 0 0 0 0 0 0 0 0 0 0730-0745 0 2 0 0 0 0 1 2 0 0 0 0 0745-0800 0 1 0 0 0 1 1 2 0 0 0 0 0800-0815 0 0 0 0 0 0 0 0 0 0 0 0 0815-0830 0 0 0 0 0 0 0 2 0 0 0 0 0830-0845 0 1 0 0 0 1 1 1 0 0 0 0 0845-0900 0 0 0 0 0 0 0 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0700-0800 0 3 0 0 0 1 2 4 0 0 0 0 10 0715-0815 0 3 0 0 0 1 2 4 0 0 0 0 10 0730-0830 0 3 0 0 0 1 2 6 0 0 0 0 12 0745-0845 0 2 0 0 0 2 2 5 0 0 0 0 11 0800-0900 0 1 0 0 0 1 1 3 0 0 0 0 6 0 3 0 0 6 2 0 1 THURSDAY, NOVEMBER 01, 2012 0 HERMOSA AVENUE A.M. PEAK HOUR 0730-0830 0 0 0 PIER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA 91005 PH: 626-446-7978 FAX: 626-446-2877 . INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT:LLG - PASADENA PROJECT:HERMOSA BOUTIQUE HOTEL PROJECT - HERMOSA BEACH DATE: PERIOD:04:00 PM TO 06:00 PM INTERSECTION N/S HERMOSA AVENUE E/W PIER AVENUE FILE NUMBER:1-PM BUS 15 MINUTE 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT 0400-0415 0 0 0 0 0 0 0 0 0 0 0 0 0415-0430 0 1 0 0 0 1 0 1 0 0 0 0 0430-0445 0 0 0 0 0 0 0 0 0 0 0 0 0445-0500 0 2 0 0 0 0 0 1 0 0 0 0 0500-0515 0 1 0 0 0 0 1 1 0 0 0 0 0515-0530 0 0 0 0 0 0 0 1 0 0 0 0 0530-0545 0 0 0 0 0 2 0 0 0 0 0 0 0545-0600 0 1 0 0 0 0 1 0 0 0 0 0 1 HOUR 1 2 3 4 5 6 7 8 9 10 11 12 TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS 0400-0500 0 3 0 0 0 1 0 2 0 0 0 0 6 0415-0515 0 4 0 0 0 1 1 3 0 0 0 0 9 0430-0530 0 3 0 0 0 0 1 3 0 0 0 0 7 0445-0545 0 3 0 0 0 2 1 3 0 0 0 0 9 0500-0600 0 2 0 0 0 2 2 2 0 0 0 0 8 0 4 0 0 3 1 HERMOSA AVENUE P.M. PEAK HOUR 0415-0515 0 0 0 PIER AVENUE 0 1 THURSDAY, NOVEMBER 01, 2012 0 File Name : ManPierE_BP Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Thru Peds Thru Peds Thru Peds Thru Peds Int. Total 07:00 AM 2 0 0 8 0 22 0 0 32 07:15 AM 2 0 0 4 0 11 0 0 17 07:30 AM 1 0 2 9 0 11 0 0 23 07:45 AM 1 0 0 7 0 22 0 1 31 Total 6 0 2 28 0 66 0 1 103 08:00 AM 0 0 0 9 0 21 0 1 31 08:15 AM 4 0 0 11 0 18 0 0 33 08:30 AM 1 0 0 10 0 21 0 0 32 08:45 AM 4 0 1 9 0 22 0 0 36 Total 9 0 1 39 0 82 0 1 132 Grand Total 15 0 3 67 0 148 0 2 235 Apprch %100 0 4.3 95.7 0 100 0 100 Total %6.4 0 1.3 28.5 0 63 0 0.9 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_BP Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 9 9 0 21 21 0 1 1 31 08:15 AM 4 0 4 0 11 11 0 18 18 0 0 0 33 08:30 AM 1 0 1 0 10 10 0 21 21 0 0 0 32 08:45 AM 4 0 4 1 9 10 0 22 22 0 0 0 36 Total Volume 9 0 9 1 39 40 0 82 82 0 1 1 132 % App. Total 100 0 2.5 97.5 0 100 0 100 PHF .563 .000 .563 .250 .886 .909 .000 .932 .932 .000 .250 .250 .917 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Manhattan Ave Thru9 Peds0 InOut Total0 9 9 Thru1 Peds39 OutTotalIn0 40 40 Thru 0 Peds 82 Out TotalIn 9 82 91 Thru0 Peds1 TotalOutIn1 1 2 Peak Hour Begins at 08:00 AM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_Bus Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 07:45 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 Total 0 0 0 0 3 0 0 0 0 0 2 0 5 08:30 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 Total 0 0 0 0 1 0 0 0 0 0 1 0 2 Grand Total 0 0 0 0 4 0 0 0 0 0 3 0 7 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 57.1 0 0 0 0 0 42.9 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_Bus Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .500 .000 .500 .625 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Manhattan Ave Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru3 Left0 OutTotalIn2 3 5 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru2 Right0 TotalOutIn3 2 5 Peak Hour Begins at 07:00 AM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_Cars Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 7 0 5 0 24 10 0 0 0 17 28 0 91 07:15 AM 8 0 3 0 31 8 0 0 0 9 35 0 94 07:30 AM 12 0 1 0 36 7 0 0 0 7 45 0 108 07:45 AM 15 0 4 0 33 9 0 0 0 16 49 0 126 Total 42 0 13 0 124 34 0 0 0 49 157 0 419 08:00 AM 12 0 4 0 35 9 0 0 0 16 57 0 133 08:15 AM 11 0 7 0 37 13 0 0 0 18 38 0 124 08:30 AM 6 0 5 0 43 15 0 0 0 11 39 0 119 08:45 AM 14 0 5 0 41 16 0 0 0 6 61 0 143 Total 43 0 21 0 156 53 0 0 0 51 195 0 519 Grand Total 85 0 34 0 280 87 0 0 0 100 352 0 938 Apprch %71.4 0 28.6 0 76.3 23.7 0 0 0 22.1 77.9 0 Total %9.1 0 3.6 0 29.9 9.3 0 0 0 10.7 37.5 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_Cars Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 12 0 4 16 0 35 9 44 0 0 0 0 16 57 0 73 133 08:15 AM 11 0 7 18 0 37 13 50 0 0 0 0 18 38 0 56 124 08:30 AM 6 0 5 11 0 43 15 58 0 0 0 0 11 39 0 50 119 08:45 AM 14 0 5 19 0 41 16 57 0 0 0 0 6 61 0 67 143 Total Volume 43 0 21 64 0 156 53 209 0 0 0 0 51 195 0 246 519 % App. Total 67.2 0 32.8 0 74.6 25.4 0 0 0 20.7 79.3 0 PHF .768 .000 .750 .842 .000 .907 .828 .901 .000 .000 .000 .000 .708 .799 .000 .842 .907 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Manhattan Ave Right21 Thru0 Left43 InOut Total104 64 168 Right53 Thru156 Left0 OutTotalIn238 209 447 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left51 Thru195 Right0 TotalOutIn177 246 423 Peak Hour Begins at 08:00 AM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_Semi Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Bank 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 2 0 0 0 0 0 0 0 2 Total 0 0 0 0 3 0 0 0 0 0 0 0 3 08:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 0 0 0 0 0 0 1 Grand Total 0 0 0 0 3 1 0 0 0 0 0 0 4 Apprch %0 0 0 0 75 25 0 0 0 0 0 0 Total %0 0 0 0 75 25 0 0 0 0 0 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_Semi Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .000 .000 .000 .375 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Manhattan Ave Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru3 Left0 OutTotalIn0 3 3 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru0 Right0 TotalOutIn3 0 3 Peak Hour Begins at 07:00 AM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_SUnit Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:15 AM 0 0 0 0 1 1 0 0 0 0 1 0 3 07:30 AM 0 0 1 0 1 0 0 0 0 0 1 0 3 07:45 AM 0 0 0 0 4 0 0 0 0 0 2 0 6 Total 0 0 1 0 6 1 0 0 0 0 4 0 12 08:00 AM 0 0 0 0 0 1 0 0 0 0 1 0 2 08:15 AM 2 0 0 0 0 0 0 0 0 0 1 0 3 08:30 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 08:45 AM 1 0 0 0 0 0 0 0 0 0 1 0 2 Total 3 0 0 0 1 1 0 0 0 0 4 0 9 Grand Total 3 0 1 0 7 2 0 0 0 0 8 0 21 Apprch %75 0 25 0 77.8 22.2 0 0 0 0 100 0 Total %14.3 0 4.8 0 33.3 9.5 0 0 0 0 38.1 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierE_SUnit Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Manhattan Ave Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 1 0 1 3 07:30 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 1 0 1 3 07:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 08:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 Total Volume 0 0 1 1 0 6 2 8 0 0 0 0 0 5 0 5 14 % App. Total 0 0 100 0 75 25 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .375 .500 .500 .000 .000 .000 .000 .000 .625 .000 .625 .583 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Manhattan Ave Right1 Thru0 Left0 InOut Total2 1 3 Right2 Thru6 Left0 OutTotalIn5 8 13 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru5 Right0 TotalOutIn7 5 12 Peak Hour Begins at 07:15 AM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierE_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound Pier Ave (E leg) Westbound Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 04:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 0 0 0 2 0 0 0 0 0 2 0 4 05:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 Total 1 0 0 0 0 0 0 0 0 0 0 0 1 Grand Total 1 0 0 0 2 0 0 0 0 0 2 0 5 Apprch %100 0 0 0 100 0 0 0 0 0 100 0 Total %20 0 0 0 40 0 0 0 0 0 40 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierE_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 1 0 0 1 0 2 0 2 0 0 0 0 0 2 0 2 5 % App. Total 100 0 0 0 100 0 0 0 0 0 100 0 PHF .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .625 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Right0 Thru0 Left1 InOut Total0 1 1 Right0 Thru2 Left0 OutTotalIn3 2 5 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru2 Right0 TotalOutIn2 2 4 Peak Hour Begins at 04:15 PM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierE_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Northbound Pier Ave (E leg) Eastbound Start Time Thru Peds Thru Peds Thru Peds Thru Peds Int. Total 04:00 PM 0 0 0 2 0 10 0 0 12 04:15 PM 0 0 1 1 6 9 0 0 17 04:30 PM 0 0 1 4 3 22 0 0 30 04:45 PM 0 0 1 2 1 11 0 0 15 Total 0 0 3 9 10 52 0 0 74 05:00 PM 0 0 0 4 6 15 1 0 26 05:15 PM 0 0 0 1 1 12 0 0 14 05:30 PM 0 0 0 2 3 25 0 0 30 05:45 PM 0 0 1 7 3 23 1 0 35 Total 0 0 1 14 13 75 2 0 105 Grand Total 0 0 4 23 23 127 2 0 179 Apprch %0 0 14.8 85.2 15.3 84.7 100 0 Total %0 0 2.2 12.8 12.8 70.9 1.1 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierE_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Northbound Pier Ave (E leg) Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 4 4 6 15 21 1 0 1 26 05:15 PM 0 0 0 0 1 1 1 12 13 0 0 0 14 05:30 PM 0 0 0 0 2 2 3 25 28 0 0 0 30 05:45 PM 0 0 0 1 7 8 3 23 26 1 0 1 35 Total Volume 0 0 0 1 14 15 13 75 88 2 0 2 105 % App. Total 0 0 6.7 93.3 14.8 85.2 100 0 PHF .000 .000 .000 .250 .500 .469 .542 .750 .786 .500 .000 .500 .750 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Thru0 Peds0 InOut Total13 0 13 Thru1 Peds14 OutTotalIn2 15 17 Thru 13 Peds 75 Out TotalIn 0 88 88 Thru2 Peds0 TotalOutIn1 2 3 Peak Hour Begins at 05:00 PM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierE_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound Pier Ave (E leg) Westbound Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 5 0 13 0 60 9 0 0 0 3 52 0 142 04:15 PM 17 0 12 0 43 15 0 0 0 7 58 0 152 04:30 PM 14 0 12 0 45 8 0 0 0 6 52 0 137 04:45 PM 8 0 12 0 44 23 0 0 0 4 50 0 141 Total 44 0 49 0 192 55 0 0 0 20 212 0 572 05:00 PM 15 0 10 0 47 14 0 0 0 5 44 0 135 05:15 PM 16 0 13 0 62 13 0 0 0 4 52 0 160 05:30 PM 16 0 13 0 63 14 0 0 0 4 51 0 161 05:45 PM 12 0 29 0 64 27 0 0 0 11 47 0 190 Total 59 0 65 0 236 68 0 0 0 24 194 0 646 Grand Total 103 0 114 0 428 123 0 0 0 44 406 0 1218 Apprch %47.5 0 52.5 0 77.7 22.3 0 0 0 9.8 90.2 0 Total %8.5 0 9.4 0 35.1 10.1 0 0 0 3.6 33.3 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierE_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (E leg) Westbound Northbound Pier Ave (E leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 15 0 10 25 0 47 14 61 0 0 0 0 5 44 0 49 135 05:15 PM 16 0 13 29 0 62 13 75 0 0 0 0 4 52 0 56 160 05:30 PM 16 0 13 29 0 63 14 77 0 0 0 0 4 51 0 55 161 05:45 PM 12 0 29 41 0 64 27 91 0 0 0 0 11 47 0 58 190 Total Volume 59 0 65 124 0 236 68 304 0 0 0 0 24 194 0 218 646 % App. Total 47.6 0 52.4 0 77.6 22.4 0 0 0 11 89 0 PHF .922 .000 .560 .756 .000 .922 .630 .835 .000 .000 .000 .000 .545 .933 .000 .940 .850 Manhattan Ave Pier Ave (E leg) Pier Ave (E leg) Right65 Thru0 Left59 InOut Total92 124 216 Right68 Thru236 Left0 OutTotalIn253 304 557 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left24 Thru194 Right0 TotalOutIn301 218 519 Peak Hour Begins at 05:00 PM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_BP Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Thru Peds Thru Peds Thru Peds Thru Peds Int. Total 07:00 AM 0 12 0 0 0 0 0 1 13 07:15 AM 1 7 0 0 0 0 1 0 9 07:30 AM 1 4 0 0 0 0 0 1 6 07:45 AM 1 20 0 0 0 0 0 2 23 Total 3 43 0 0 0 0 1 4 51 08:00 AM 0 13 0 0 0 0 0 1 14 08:15 AM 3 11 0 0 0 0 0 1 15 08:30 AM 1 9 0 2 0 0 0 0 12 08:45 AM 1 7 0 2 0 0 0 1 11 Total 5 40 0 4 0 0 0 3 52 Grand Total 8 83 0 4 0 0 1 7 103 Apprch %8.8 91.2 0 100 0 0 12.5 87.5 Total %7.8 80.6 0 3.9 0 0 1 6.8 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_BP Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 1 20 21 0 0 0 0 0 0 0 2 2 23 08:00 AM 0 13 13 0 0 0 0 0 0 0 1 1 14 08:15 AM 3 11 14 0 0 0 0 0 0 0 1 1 15 08:30 AM 1 9 10 0 2 2 0 0 0 0 0 0 12 Total Volume 5 53 58 0 2 2 0 0 0 0 4 4 64 % App. Total 8.6 91.4 0 100 0 0 0 100 PHF .417 .663 .690 .000 .250 .250 .000 .000 .000 .000 .500 .500 .696 Manhattan Ave Pier Ave (W leg) Pier Ave (W leg) Manhattan Ave Thru5 Peds53 InOut Total0 58 58 Thru0 Peds2 OutTotalIn0 2 2 Thru 0 Peds 0 Out TotalIn 5 0 5 Thru0 Peds4 TotalOutIn0 4 4 Peak Hour Begins at 07:45 AM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_Bus Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 07:45 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 Total 0 0 0 0 3 0 0 0 0 0 2 0 5 08:30 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 Total 0 0 0 0 1 0 0 0 0 0 1 1 3 Grand Total 0 0 0 0 4 0 0 0 0 0 3 1 8 Apprch %0 0 0 0 100 0 0 0 0 0 75 25 Total %0 0 0 0 50 0 0 0 0 0 37.5 12.5 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_Bus Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:30 AM - Peak 1 of 1 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_Cars Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 5 25 0 1 0 23 0 22 1 77 07:15 AM 0 0 0 6 28 0 3 0 18 0 25 1 81 07:30 AM 0 0 0 2 35 0 0 0 22 0 31 2 92 07:45 AM 0 0 0 10 27 0 1 0 26 0 38 2 104 Total 0 0 0 23 115 0 5 0 89 0 116 6 354 08:00 AM 0 0 0 6 35 0 1 0 21 0 54 1 118 08:15 AM 0 0 0 10 38 0 1 0 18 0 38 1 106 08:30 AM 0 0 0 9 38 0 0 0 19 0 32 5 103 08:45 AM 0 0 0 4 42 0 3 0 15 0 52 2 118 Total 0 0 0 29 153 0 5 0 73 0 176 9 445 Grand Total 0 0 0 52 268 0 10 0 162 0 292 15 799 Apprch %0 0 0 16.2 83.8 0 5.8 0 94.2 0 95.1 4.9 Total %0 0 0 6.5 33.5 0 1.3 0 20.3 0 36.5 1.9 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_Cars Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 6 35 0 41 1 0 21 22 0 54 1 55 118 08:15 AM 0 0 0 0 10 38 0 48 1 0 18 19 0 38 1 39 106 08:30 AM 0 0 0 0 9 38 0 47 0 0 19 19 0 32 5 37 103 08:45 AM 0 0 0 0 4 42 0 46 3 0 15 18 0 52 2 54 118 Total Volume 0 0 0 0 29 153 0 182 5 0 73 78 0 176 9 185 445 % App. Total 0 0 0 15.9 84.1 0 6.4 0 93.6 0 95.1 4.9 PHF .000 .000 .000 .000 .725 .911 .000 .948 .417 .000 .869 .886 .000 .815 .450 .841 .943 Manhattan Ave Pier Ave (W leg) Pier Ave (W leg) Manhattan Ave Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru153 Left29 OutTotalIn249 182 431 Left 5 Thru 0 Right 73 Out TotalIn 38 78 116 Left0 Thru176 Right9 TotalOutIn158 185 343 Peak Hour Begins at 08:00 AM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_Semi Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Bank 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 2 Total 0 0 0 1 2 0 0 0 0 0 0 0 3 Grand Total 0 0 0 1 2 0 0 0 0 0 0 0 3 Apprch %0 0 0 33.3 66.7 0 0 0 0 0 0 0 Total %0 0 0 33.3 66.7 0 0 0 0 0 0 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_Semi Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:30 AM - Peak 1 of 1 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_SUnit Site Code : 00000000 Start Date : 11/7/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:15 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 07:30 AM 0 0 0 0 2 0 0 0 0 0 1 0 3 07:45 AM 0 0 0 0 4 0 0 0 0 0 2 0 6 Total 0 0 0 0 7 0 0 0 0 0 4 0 11 08:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 08:30 AM 0 0 0 0 1 0 0 0 0 0 1 1 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 0 1 0 0 0 0 0 3 1 5 Grand Total 0 0 0 0 8 0 0 0 0 0 7 1 16 Apprch %0 0 0 0 100 0 0 0 0 0 87.5 12.5 Total %0 0 0 0 50 0 0 0 0 0 43.8 6.2 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : ManPierW_SUnit Site Code : 00000000 Start Date : 11/7/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:30 AM - Peak 1 of 1 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierEW_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound Pier Ave (Both legs) Westbound Manhattan Ave Northbound Pier Ave (Both legs) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0 0 0 0 1 0 0 0 0 0 1 0 2 04:15 PM 0 0 0 0 6 1 0 0 0 0 0 0 7 04:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 0 7 1 0 0 0 0 4 0 12 05:00 PM 0 0 0 0 0 0 0 0 1 0 1 0 2 05:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 05:45 PM 1 0 0 0 0 0 0 0 0 0 1 0 2 Total 1 1 0 0 1 0 0 0 1 0 2 0 6 Grand Total 1 1 0 0 8 1 0 0 1 0 6 0 18 Apprch %50 50 0 0 88.9 11.1 0 0 100 0 100 0 Total %5.6 5.6 0 0 44.4 5.6 0 0 5.6 0 33.3 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierEW_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (Both legs) Westbound Manhattan Ave Northbound Pier Ave (Both legs) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:15 PM 0 0 0 0 0 6 1 7 0 0 0 0 0 0 0 0 7 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total Volume 0 0 0 0 0 7 1 8 0 0 0 0 0 4 0 4 12 % App. Total 0 0 0 0 87.5 12.5 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .292 .250 .286 .000 .000 .000 .000 .000 .500 .000 .500 .429 Manhattan Ave Pier Ave (Both legs) Pier Ave (Both legs) Manhattan Ave Right0 Thru0 Left0 InOut Total1 0 1 Right1 Thru7 Left0 OutTotalIn4 8 12 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru4 Right0 TotalOutIn7 4 11 Peak Hour Begins at 04:00 PM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierW_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Thru Peds Thru Peds Thru Peds Thru Peds Int. Total 04:00 PM 1 18 1 2 0 0 0 0 22 04:15 PM 4 24 0 0 0 0 0 0 28 04:30 PM 0 35 5 0 0 0 0 0 40 04:45 PM 6 34 1 0 0 0 0 0 41 Total 11 111 7 2 0 0 0 0 131 05:00 PM 3 36 4 1 0 0 0 0 44 05:15 PM 3 25 1 0 0 0 0 0 29 05:30 PM 2 39 3 2 0 0 0 0 46 05:45 PM 5 19 8 0 0 0 0 0 32 Total 13 119 16 3 0 0 0 0 151 Grand Total 24 230 23 5 0 0 0 0 282 Apprch %9.4 90.6 82.1 17.9 0 0 0 0 Total %8.5 81.6 8.2 1.8 0 0 0 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierW_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 6 34 40 1 0 1 0 0 0 0 0 0 41 05:00 PM 3 36 39 4 1 5 0 0 0 0 0 0 44 05:15 PM 3 25 28 1 0 1 0 0 0 0 0 0 29 05:30 PM 2 39 41 3 2 5 0 0 0 0 0 0 46 Total Volume 14 134 148 9 3 12 0 0 0 0 0 0 160 % App. Total 9.5 90.5 75 25 0 0 0 0 PHF .583 .859 .902 .563 .375 .600 .000 .000 .000 .000 .000 .000 .870 Manhattan Ave Pier Ave (W leg) Pier Ave (W leg) Manhattan Ave Thru14 Peds134 InOut Total0 148 148 Thru9 Peds3 OutTotalIn0 12 12 Thru 0 Peds 0 Out TotalIn 14 0 14 Thru0 Peds0 TotalOutIn9 0 9 Peak Hour Begins at 04:45 PM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierW_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Unshifted Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0 0 0 24 50 0 1 0 10 0 48 3 136 04:15 PM 0 0 0 15 41 0 0 0 15 0 47 4 122 04:30 PM 0 0 0 19 38 0 0 0 3 0 54 4 118 04:45 PM 0 0 0 20 37 0 0 0 8 0 43 5 113 Total 0 0 0 78 166 0 1 0 36 0 192 16 489 05:00 PM 0 0 0 18 39 0 0 0 6 0 43 1 107 05:15 PM 0 0 0 23 54 0 0 0 9 0 47 3 136 05:30 PM 0 0 0 21 56 0 1 0 13 0 42 3 136 05:45 PM 0 0 0 25 67 0 0 0 10 0 48 3 153 Total 0 0 0 87 216 0 1 0 38 0 180 10 532 Grand Total 0 0 0 165 382 0 2 0 74 0 372 26 1021 Apprch %0 0 0 30.2 69.8 0 2.6 0 97.4 0 93.5 6.5 Total %0 0 0 16.2 37.4 0 0.2 0 7.2 0 36.4 2.5 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : PM_ManPierW_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 18 39 0 57 0 0 6 6 0 43 1 44 107 05:15 PM 0 0 0 0 23 54 0 77 0 0 9 9 0 47 3 50 136 05:30 PM 0 0 0 0 21 56 0 77 1 0 13 14 0 42 3 45 136 05:45 PM 0 0 0 0 25 67 0 92 0 0 10 10 0 48 3 51 153 Total Volume 0 0 0 0 87 216 0 303 1 0 38 39 0 180 10 190 532 % App. Total 0 0 0 28.7 71.3 0 2.6 0 97.4 0 94.7 5.3 PHF .000 .000 .000 .000 .870 .806 .000 .823 .250 .000 .731 .696 .000 .938 .833 .931 .869 Manhattan Ave Pier Ave (W leg) Pier Ave (W leg) Manhattan Ave Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru216 Left87 OutTotalIn218 303 521 Left 1 Thru 0 Right 38 Out TotalIn 97 39 136 Left0 Thru180 Right10 TotalOutIn217 190 407 Peak Hour Begins at 05:00 PM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : pm_manpierw_sunit Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 1 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 1 0 1 0 2 04:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 0 0 0 2 0 0 0 1 0 1 0 4 Grand Total 0 0 0 0 2 0 0 0 1 0 1 0 4 Apprch %0 0 0 0 100 0 0 0 100 0 100 0 Total %0 0 0 0 50 0 0 0 25 0 25 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : pm_manpierw_sunit Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Manhattan Ave Southbound Pier Ave (W leg) Westbound Manhattan Ave Northbound Pier Ave (W leg) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1 2 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 2 0 2 0 0 1 1 0 1 0 1 4 % App. Total 0 0 0 0 100 0 0 0 100 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .250 .250 .000 .250 .000 .250 .500 Manhattan Ave Pier Ave (W leg) Pier Ave (W leg) Manhattan Ave Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru2 Left0 OutTotalIn2 2 4 Left 0 Thru 0 Right 1 Out TotalIn 0 1 1 Left0 Thru1 Right0 TotalOutIn2 1 3 Peak Hour Begins at 04:00 PM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 1 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Thru Peds Thru Peds Thru Peds Thru Peds Int. Total 07:00 AM 0 6 0 2 1 5 0 1 15 07:15 AM 0 7 0 0 3 4 0 1 15 07:30 AM 0 9 0 4 0 10 0 0 23 07:45 AM 0 14 0 5 1 14 0 5 39 Total 0 36 0 11 5 33 0 7 92 08:00 AM 1 5 0 3 1 17 0 1 28 08:15 AM 1 9 0 0 1 10 0 0 21 08:30 AM 0 12 0 3 0 17 0 2 34 08:45 AM 0 0 0 0 1 0 0 0 1 Total 2 26 0 6 3 44 0 3 84 04:00 PM 2 27 0 1 3 10 0 1 44 04:15 PM 11 17 0 0 3 9 1 4 45 04:30 PM 7 21 1 5 3 22 0 0 59 04:45 PM 5 24 0 1 2 11 0 6 49 Total 25 89 1 7 11 52 1 11 197 05:00 PM 6 24 1 4 9 15 1 3 63 05:15 PM 8 26 0 1 1 12 2 3 53 05:30 PM 2 22 0 3 5 25 0 2 59 05:45 PM 5 20 0 8 4 23 0 5 65 Total 21 92 1 16 19 75 3 13 240 Grand Total 48 243 2 40 38 204 4 34 613 Apprch %16.5 83.5 4.8 95.2 15.7 84.3 10.5 89.5 Total %7.8 39.6 0.3 6.5 6.2 33.3 0.7 5.5 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 14 14 0 5 5 1 14 15 0 5 5 39 08:00 AM 1 5 6 0 3 3 1 17 18 0 1 1 28 08:15 AM 1 9 10 0 0 0 1 10 11 0 0 0 21 08:30 AM 0 12 12 0 3 3 0 17 17 0 2 2 34 Total Volume 2 40 42 0 11 11 3 58 61 0 8 8 122 % App. Total 4.8 95.2 0 100 4.9 95.1 0 100 PHF .500 .714 .750 .000 .550 .550 .750 .853 .847 .000 .400 .400 .782 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Thru2 Peds40 InOut Total3 42 45 Thru0 Peds11 OutTotalIn0 11 11 Thru 3 Peds 58 Out TotalIn 2 61 63 Thru0 Peds8 TotalOutIn0 8 8 Peak Hour Begins at 07:45 AM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_BP Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Thru Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 6 24 30 1 4 5 9 15 24 1 3 4 63 05:15 PM 8 26 34 0 1 1 1 12 13 2 3 5 53 05:30 PM 2 22 24 0 3 3 5 25 30 0 2 2 59 05:45 PM 5 20 25 0 8 8 4 23 27 0 5 5 65 Total Volume 21 92 113 1 16 17 19 75 94 3 13 16 240 % App. Total 18.6 81.4 5.9 94.1 20.2 79.8 18.8 81.2 PHF .656 .885 .831 .250 .500 .531 .528 .750 .783 .375 .650 .800 .923 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Thru 21 Peds 92 InOut Total 19 113 132 Thru1 Peds16 OutTotalIn3 17 20 Thru19 Peds75 Out TotalIn21 94 115 Thru3 Peds13 TotalOutIn1 16 17 Peak Hour Begins at 05:00 PM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Unshifted Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 Total 0 0 0 0 2 0 0 0 0 0 1 0 3 08:00 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 08:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 0 0 0 2 0 0 0 0 0 2 0 4 04:00 PM 0 0 0 0 1 0 0 0 0 0 1 0 2 04:15 PM 0 0 1 0 6 0 0 0 0 0 0 0 7 04:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 1 0 7 0 0 0 0 0 4 0 12 05:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 05:30 PM 0 0 0 0 1 0 0 0 0 0 1 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 0 1 0 0 0 0 0 3 0 4 Grand Total 0 0 1 0 12 0 0 0 0 0 10 0 23 Apprch %0 0 100 0 100 0 0 0 0 0 100 0 Total %0 0 4.3 0 52.2 0 0 0 0 0 43.5 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .500 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru2 Left0 OutTotalIn2 2 4 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru2 Right0 TotalOutIn2 2 4 Peak Hour Begins at 07:15 AM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Bus Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 04:15 PM 0 0 1 1 0 6 0 6 0 0 0 0 0 0 0 0 7 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 0 4 0 4 12 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .292 .000 .292 .000 .000 .000 .000 .000 .500 .000 .500 .429 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right 1 Thru 0 Left 0 InOut Total 0 1 1 Right0 Thru7 Left0 OutTotalIn4 7 11 Left0 Thru0 Right0 Out TotalIn0 0 0 Left0 Thru4 Right0 TotalOutIn8 4 12 Peak Hour Begins at 04:00 PM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Unshifted Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 2 4 0 1 24 1 3 11 6 3 24 1 80 07:15 AM 1 5 1 0 23 2 4 15 7 3 29 1 91 07:30 AM 6 4 0 2 25 1 3 13 10 2 48 4 118 07:45 AM 10 10 0 3 36 6 5 24 13 4 62 1 174 Total 19 23 1 6 108 10 15 63 36 12 163 7 463 08:00 AM 10 11 0 5 47 19 1 29 17 5 60 6 210 08:15 AM 9 14 1 2 41 18 3 22 7 2 41 2 162 08:30 AM 3 5 1 4 47 7 0 20 9 3 41 4 144 08:45 AM 10 8 1 2 40 4 1 15 11 4 41 3 140 Total 32 38 3 13 175 48 5 86 44 14 183 15 656 04:00 PM 16 13 2 11 61 15 3 21 11 4 47 4 208 04:15 PM 14 16 0 12 47 8 3 19 6 1 65 2 193 04:30 PM 14 13 3 8 49 26 2 13 8 3 61 3 203 04:45 PM 11 11 2 10 54 9 6 17 12 2 49 4 187 Total 55 53 7 41 211 58 14 70 37 10 222 13 791 05:00 PM 5 13 2 7 62 15 8 21 15 1 66 9 224 05:15 PM 12 24 3 11 55 11 7 22 7 3 52 1 208 05:30 PM 10 17 3 3 66 18 4 24 13 2 57 3 220 05:45 PM 9 9 5 6 76 15 8 29 4 0 59 3 223 Total 36 63 13 27 259 59 27 96 39 6 234 16 875 Grand Total 142 177 24 87 753 175 61 315 156 42 802 51 2785 Apprch %41.4 51.6 7 8.6 74.2 17.2 11.5 59.2 29.3 4.7 89.6 5.7 Total %5.1 6.4 0.9 3.1 27 6.3 2.2 11.3 5.6 1.5 28.8 1.8 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 10 10 0 20 3 36 6 45 5 24 13 42 4 62 1 67 174 08:00 AM 10 11 0 21 5 47 19 71 1 29 17 47 5 60 6 71 210 08:15 AM 9 14 1 24 2 41 18 61 3 22 7 32 2 41 2 45 162 08:30 AM 3 5 1 9 4 47 7 58 0 20 9 29 3 41 4 48 144 Total Volume 32 40 2 74 14 171 50 235 9 95 46 150 14 204 13 231 690 % App. Total 43.2 54.1 2.7 6 72.8 21.3 6 63.3 30.7 6.1 88.3 5.6 PHF .800 .714 .500 .771 .700 .910 .658 .827 .450 .819 .676 .798 .700 .823 .542 .813 .821 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right2 Thru40 Left32 InOut Total159 74 233 Right50 Thru171 Left14 OutTotalIn282 235 517 Left 9 Thru 95 Right 46 Out TotalIn 67 150 217 Left14 Thru204 Right13 TotalOutIn182 231 413 Peak Hour Begins at 07:45 AM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Cars Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 5 13 2 20 7 62 15 84 8 21 15 44 1 66 9 76 224 05:15 PM 12 24 3 39 11 55 11 77 7 22 7 36 3 52 1 56 208 05:30 PM 10 17 3 30 3 66 18 87 4 24 13 41 2 57 3 62 220 05:45 PM 9 9 5 23 6 76 15 97 8 29 4 41 0 59 3 62 223 Total Volume 36 63 13 112 27 259 59 345 27 96 39 162 6 234 16 256 875 % App. Total 32.1 56.2 11.6 7.8 75.1 17.1 16.7 59.3 24.1 2.3 91.4 6.2 PHF .750 .656 .650 .718 .614 .852 .819 .889 .844 .828 .650 .920 .500 .886 .444 .842 .977 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right 13 Thru 63 Left 36 InOut Total 161 112 273 Right59 Thru259 Left27 OutTotalIn309 345 654 Left27 Thru96 Right39 Out TotalIn106 162 268 Left6 Thru234 Right16 TotalOutIn299 256 555 Peak Hour Begins at 05:00 PM Unshifted Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Semi Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 2 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 0 0 0 1 0 0 0 0 0 0 0 1 Grand Total 0 0 0 0 1 0 0 0 0 0 0 0 1 Apprch %0 0 0 0 100 0 0 0 0 0 0 0 Total %0 0 0 0 100 0 0 0 0 0 0 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Semi Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru1 Left0 OutTotalIn0 1 1 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru0 Right0 TotalOutIn1 0 1 Peak Hour Begins at 07:00 AM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_Semi Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right 0 Thru 0 Left 0 InOut Total 0 0 0 Right0 Thru0 Left0 OutTotalIn0 0 0 Left0 Thru0 Right0 Out TotalIn0 0 0 Left0 Thru0 Right0 TotalOutIn0 0 0 Peak Hour Begins at 12:00 PM Bank 2 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 1 Groups Printed- Bank 1 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 07:45 AM 0 0 0 0 2 0 0 0 0 0 1 0 3 Total 0 0 0 0 3 0 0 0 0 0 2 0 5 08:15 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 08:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 0 1 0 0 0 0 0 2 0 3 04:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 04:45 PM 1 0 0 0 1 0 0 0 1 0 0 0 3 Total 1 0 0 0 2 0 0 0 1 0 1 0 5 05:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 1 Total 1 0 0 0 0 1 0 0 0 0 0 0 2 Grand Total 2 0 0 0 6 1 0 0 1 0 5 0 15 Apprch %100 0 0 0 85.7 14.3 0 0 100 0 100 0 Total %13.3 0 0 0 40 6.7 0 0 6.7 0 33.3 0 CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 2 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .750 .000 .750 .500 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right0 Thru0 Left0 InOut Total0 0 0 Right0 Thru3 Left0 OutTotalIn3 3 6 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru3 Right0 TotalOutIn3 3 6 Peak Hour Begins at 07:30 AM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com File Name : MontPier_SUnit Site Code : 00000000 Start Date : 11/1/2012 Page No : 3 Monterey Blvd Southbound Pier Ave Westbound Monterey Blvd Northbound Pier Ave Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:45 PM 1 0 0 1 0 1 0 1 0 0 1 1 0 0 0 0 3 Total Volume 1 0 0 1 0 2 0 2 0 0 1 1 0 1 0 1 5 % App. Total 100 0 0 0 100 0 0 0 100 0 100 0 PHF .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .250 .250 .000 .250 .000 .250 .417 Monterey Blvd Pier Ave Pier Ave Monterey Blvd Right 0 Thru 0 Left 1 InOut Total 0 1 1 Right0 Thru2 Left0 OutTotalIn3 2 5 Left0 Thru0 Right1 Out TotalIn0 1 1 Left0 Thru1 Right0 TotalOutIn2 1 3 Peak Hour Begins at 04:00 PM Bank 1 Peak Hour Data North CITY TRAFFIC COUNTERS 626.447.4171 www.ctcounters.com LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\Appendix Covers.doc APPENDIX B INTERSECTION LEVEL OF SERVICE DATA WORKSHEETS INTERSECTION CAPACITY UTILIZATION (ICU) DESCRIPTION Level of Service is a term used to describe prevailing conditions and their effect on traffic. Broadly interpreted, the Levels of Service concept denotes any one of a number of differing combinations of operating conditions which may occur as a roadway is accommodating various traffic volumes. Level of Service is a qualitative measure of the effect of such factors as travel speed, travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience. Six Levels of Service, A through F, have been defined in the 1965 Highway Capacity Manual, published by the Transportation Research Board. Level of Service A describes a condition of free flow, with low traffic volumes and relatively high speeds, while Level of Service F describes forced traffic flow at low speeds with jammed conditions and queues which cannot clear during the green phases. The Intersection Capacity Utilization (ICU) method of intersection capacity analysis has been used in our studies. It directly relates traffic demand and available capacity for key intersection movements, regardless of present signal timing, The capacity per hour of green time for each approach is calculated based on the methods of the Highway Capacity Manual. The proportion of total signal time needed by each key movement is determined and compared to the total time available (100 percent of the hour). The result of summing the requirements of the conflicting key movements plus an allowance for clearance times is expressed as a decimal fraction. Conflicting key traffic movements are those opposing movements whose combined green time requirements are greatest. The resulting ICU represents the proportion of the total hour required to accommodate intersection demand volumes if the key conflicting traffic movements are operating at capacity. Other movements may be operating near capacity, or may be operating at significantly better levels. The ICU may be translated to a Level of Service as tabulated below. The Levels of Service (abbreviated from the Highway Capacity Manual) are listed here with their corresponding ICU and Load Factor equivalents. Load Factor is that proportion of the signal cycles during the peak hour which are fully loaded; i.e. when all of the vehicles waiting at the beginning of green are not able to clear on that green phase. Intersection Capacity Utilization Characteristics Level of Service Load Factor Equivalent ICU A 0.0 0.00 - 0.60 B 0.0 - 0.1 0.61 - 0.70 C 0.1 - 0.3 0.71 - 0.80 D 0.3 - 0.7 0.81 - 0.90 E 0.7 - 1.0 0.91 - 1.00 F Not Applicable Not Applicable SERVICE LEVEL A There are no loaded cycles and few are even close to loaded at this service level. No approach phase is fully utilized by traffic and no vehicle waits longer than one red indication. SERVICE LEVEL B This level represents stable operation where an occasional approach phase is fully utilized and a substantial number are approaching full use. Many drivers begin to feel restricted within platoons of vehicles. SERVICE LEVEL C At this level stable operation continues. Loading is still intermittent but more frequent than at Level B. Occasionally drivers may have to wait through more than one red signal indication and backups may develop behind turning vehicles. Most drivers feel somewhat restricted, but not objectionably so. SERVICE LEVEL D This level encompasses a zone of increasing restriction approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak hour, but enough cycles with lower demand occur to permit periodic clearance of queues, thus preventing excessive backups. Drivers frequently have to wait through more than one red signal. This level is the lower limit of acceptable operation to most drivers. SERVICE LEVEL E This represents near capacity and capacity operation. At capacity (ICU = 1.0) it represents the most vehicles that the particular intersection can accommodate. However, full utilization of every signal cycle is seldom attained no matter how great the demand. At this level all drivers wait through more than one red signal, and frequently through several. SERVICE LEVEL F Jammed conditions. Traffic backed up from a downstream location on one of the street restricts or prevents movement of traffic through the intersection under consideration. LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONManhattan Avenue @ 27th Street-Greenwich VillageN-S St: Manhattan Avenue Peak hr: AM Date: 11/13/2012E-W St: 27th Street-Greenwich Village Annual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU12012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 1 0 0.001 0 1 0 0.001 0 1 0 0.001 0 1 0 0.001 0 1 0 0.001 0 1 0 0.001Nb Thru 203 1600 0.174 * 0 203 1600 0.174 * 0 203 1600 0.174 * 0 207 1600 0.177 * 0 207 1600 0.177 * 0 207 1600 0.177 *Nb Right 74 0 - 0 74 0 - 0 74 0 - 0 75 0 - 0 75 0 - 0 75 0 -Sb Left 50 1600 0.031 * 0 50 1600 0.031 * 0 50 1600 0.031 * 0 51 1600 0.032 * 0 51 1600 0.032 * 0 51 1600 0.032 *Sb Thru 55 1600 0.086 0 55 1600 0.087 0 55 1600 0.087 0 56 1600 0.096 0 56 1600 0.097 0 56 1600 0.097Sb Right 82 0 - 2 84 0 - 0 84 0 - 14 98 0 - 2 100 0 - 0 100 0 -Eb Left 284 0 0.178 * 1 285 0 0.178 * 0 285 0 0.178 * 10 300 0 0.187 * 1 301 0 0.188 * 0 301 0 0.188 *Eb Thru 95 1600 0.240 2 97 1600 0.242 0 97 1600 0.242 20 117 1600 0.264 2 119 1600 0.265 0 119 1600 0.265Eb Right 5 0 - 0 5 0 - 0 5 0 - 0 5 0 - 0 5 0 - 0 5 0 -Wb Left 38 0 0.024 0 38 0 0.024 0 38 0 0.024 1 40 0 0.025 0 40 0 0.025 0 40 0 0.025Wb Thru 63 1600 0.095 * 2 65 1600 0.096 * 0 65 1600 0.096 * 24 88 1600 0.113 * 2 90 1600 0.114 * 0 90 1600 0.114 *Wb Right 51 0 - 0 51 0 - 0 51 0 - 0 52 0 - 0 52 0 - 0 52 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.578 0.579 0.579 0.609 0.611 0.611LOS A A A B B B*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONManhattan Avenue @ 27th Street-Greenwich VillageN-S St: Manhattan Avenue Peak hr: PM Date: 11/13/2012E-W St: 27th Street-Greenwich Village Annual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU12012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 5 0 0.003 * 0 5 0 0.003 * 0 5 0 0.003 * 0 5 0 0.003 * 0 5 0 0.003 * 0 5 0 0.003 *Nb Thru 84 1600 0.088 0 84 1600 0.088 0 84 1600 0.088 1 87 1600 0.092 0 87 1600 0.092 0 87 1600 0.092Nb Right 52 0 - 0 52 0 - 0 52 0 - 2 55 0 - 0 55 0 - 0 55 0 -Sb Left 60 1600 0.038 0 60 1600 0.038 0 60 1600 0.038 0 61 1600 0.038 0 61 1600 0.038 0 61 1600 0.038Sb Thru 191 1600 0.273 * 0 191 1600 0.274 * 0 191 1600 0.274 * 1 196 1600 0.290 * 0 196 1600 0.291 * 0 196 1600 0.291 *Sb Right 245 0 - 2 247 0 - 0 247 0 - 18 268 0 - 2 270 0 - 0 270 0 -Eb Left 90 0 0.056 * 2 92 0 0.058 * 0 92 0 0.058 * 19 111 0 0.069 * 2 113 0 0.071 * 0 113 0 0.071 *Eb Thru 54 1600 0.094 2 56 1600 0.097 0 56 1600 0.097 38 93 1600 0.132 2 95 1600 0.134 0 95 1600 0.134Eb Right 7 0 - 0 7 0 - 0 7 0 - 0 7 0 - 0 7 0 - 0 7 0 -Wb Left 54 0 0.034 0 54 0 0.034 0 54 0 0.034 2 57 0 0.036 0 57 0 0.036 0 57 0 0.036Wb Thru 110 1600 0.139 * 2 112 1600 0.140 * 0 112 1600 0.140 * 37 149 1600 0.166 * 2 151 1600 0.167 * 0 151 1600 0.167 *Wb Right 58 0 - 0 58 0 - 0 58 0 - 0 59 0 - 0 59 0 - 0 59 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.571 0.574 0.574 0.628 0.632 0.632LOS A A A B B B*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ 15th StreetN-S St: Hermosa Avenue Peak hr: AM Date: 11/13/2012E-W St: 15th StreetAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU22012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 5 0 0.002 8 13 0 0.004 0 13 0 0.004 0 5 0 0.002 8 13 0 0.004 0 13 0 0.004Nb Thru 411 3200 0.130 * 0 411 3200 0.133 * 0 411 3200 0.133 * 31 450 3200 0.142 * 0 450 3200 0.145 * 0 450 3200 0.145 *Nb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Sb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Sb Thru 194 3200 0.062 0 194 3200 0.063 0 194 3200 0.063 39 237 3200 0.075 0 237 3200 0.077 0 237 3200 0.077Sb Right 4 0 - 4 8 0 - 0 8 0 - 0 4 0 - 4 8 0 - 0 8 0 -Eb Left 8 0 0.005 3 11 0 0.007 0 11 0 0.007 0 8 0 0.005 3 11 0 0.007 0 11 0 0.007Eb Thru 0 1600 0.013 * 0 0 1600 0.017 * 0 0 1600 0.017 * 0 0 1600 0.013 * 0 0 1600 0.017 * 0 0 1600 0.017 *Eb Right 13 0 - 3 16 0 - 0 16 0 - 0 13 0 - 3 16 0 - 0 16 0 -Wb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Wb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.243 0.249 0.249 0.256 0.262 0.262LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ 15th StreetN-S St: Hermosa Avenue Peak hr: PM Date: 11/13/2012E-W St: 15th StreetAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU22012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 12 0 0.004 * 7 19 0 0.006 * 0 19 0 0.006 * 0 12 0 0.004 * 7 19 0 0.006 * 0 19 0 0.006 *Nb Thru 228 3200 0.075 0 228 3200 0.077 0 228 3200 0.077 60 293 3200 0.095 0 293 3200 0.097 0 293 3200 0.097Nb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Sb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Sb Thru 424 3200 0.136 * 0 424 3200 0.137 * 0 424 3200 0.137 * 56 488 3200 0.156 * 0 488 3200 0.157 * 0 488 3200 0.157 *Sb Right 11 0 - 4 15 0 - 0 15 0 - 0 11 0 - 4 15 0 - 0 15 0 -Eb Left 3 0 0.002 4 7 0 0.004 0 7 0 0.004 0 3 0 0.002 4 7 0 0.004 0 7 0 0.004Eb Thru 0 1600 0.009 * 0 0 1600 0.014 * 0 0 1600 0.014 * 0 0 1600 0.009 * 0 0 1600 0.014 * 0 0 1600 0.014 *Eb Right 11 0 - 4 15 0 - 0 15 0 - 0 11 0 - 4 15 0 - 0 15 0 -Wb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Wb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.248 0.257 0.257 0.269 0.277 0.277LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ 14th StreetN-S St: Hermosa Avenue Peak hr: AM Date: 11/13/2012E-W St: 14th StreetAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU32012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 33 1600 0.021 0 33 1600 0.021 0 33 1600 0.021 0 34 1600 0.021 0 34 1600 0.021 0 34 1600 0.021Nb Thru 390 3200 0.126 * 8 398 3200 0.128 * 0 398 3200 0.128 * 31 429 3200 0.138 * 8 437 3200 0.140 * 0 437 3200 0.140 *Nb Right 12 0 - 0 12 0 - 0 12 0 - 0 12 0 - 0 12 0 - 0 12 0 -Sb Left 8 0 0.003 * 0 8 0 0.003 * 0 8 0 0.003 * 0 8 0 0.003 * 0 8 0 0.003 * 0 8 0 0.003 *Sb Thru 192 3200 0.067 5 197 3200 0.068 0 197 3200 0.068 39 235 3200 0.080 5 240 3200 0.082 0 240 3200 0.082Sb Right 14 0 - 0 14 0 - 0 14 0 - 0 14 0 - 0 14 0 - 0 14 0 -Eb Left 14 0 0.009 0 14 0 0.009 0 14 0 0.009 0 14 0 0.009 0 14 0 0.009 0 14 0 0.009Eb Thru 8 1600 0.018 * 0 8 1600 0.018 * 0 8 1600 0.018 * 0 8 1600 0.018 * 0 8 1600 0.018 * 0 8 1600 0.018 *Eb Right 6 0 - 0 6 0 - 0 6 0 - 0 6 0 - 0 6 0 - 0 6 0 -Wb Left 7 0 0.004 * 0 7 0 0.004 * 0 7 0 0.004 * 0 7 0 0.004 * 0 7 0 0.004 * 0 7 0 0.004 *Wb Thru 6 1600 0.011 0 6 1600 0.011 0 6 1600 0.011 0 6 1600 0.011 0 6 1600 0.011 0 6 1600 0.011Wb Right 4 0 - 0 4 0 - 0 4 0 - 0 4 0 - 0 4 0 - 0 4 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.250 0.253 0.253 0.263 0.265 0.265LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ 14th StreetN-S St: Hermosa Avenue Peak hr: PM Date: 11/13/2012E-W St: 14th StreetAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU32012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 40 1600 0.025 * 0 40 1600 0.025 * 0 40 1600 0.025 * 0 41 1600 0.026 * 0 41 1600 0.026 * 0 41 1600 0.026 *Nb Thru 209 3200 0.071 7 216 3200 0.073 0 216 3200 0.073 60 273 3200 0.091 7 280 3200 0.093 0 280 3200 0.093Nb Right 17 0 - 0 17 0 - 0 17 0 - 0 17 0 - 0 17 0 - 0 17 0 -Sb Left 11 0 0.003 0 11 0 0.003 0 11 0 0.003 0 11 0 0.004 0 11 0 0.004 0 11 0 0.004Sb Thru 414 3200 0.138 * 7 421 3200 0.141 * 0 421 3200 0.141 * 56 478 3200 0.159 * 7 485 3200 0.161 * 0 485 3200 0.161 *Sb Right 18 0 - 0 18 0 - 0 18 0 - 0 18 0 - 0 18 0 - 0 18 0 -Eb Left 11 0 0.007 * 0 11 0 0.007 * 0 11 0 0.007 * 0 11 0 0.007 * 0 11 0 0.007 * 0 11 0 0.007 *Eb Thru 6 1600 0.018 0 6 1600 0.018 0 6 1600 0.018 0 6 1600 0.018 0 6 1600 0.018 0 6 1600 0.018Eb Right 11 0 - 0 11 0 - 0 11 0 - 0 11 0 - 0 11 0 - 0 11 0 -Wb Left 8 0 0.005 0 8 0 0.005 0 8 0 0.005 0 8 0 0.005 0 8 0 0.005 0 8 0 0.005Wb Thru 12 1600 0.023 * 0 12 1600 0.023 * 0 12 1600 0.023 * 0 12 1600 0.024 * 0 12 1600 0.024 * 0 12 1600 0.024 *Wb Right 17 0 - 0 17 0 - 0 17 0 - 0 17 0 - 0 17 0 - 0 17 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.293 0.296 0.296 0.315 0.317 0.317LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ 13th StreetN-S St: Hermosa Avenue Peak hr: AM Date: 11/13/2012E-W St: 13th StreetAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU42012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 33 1600 0.021 0 33 1600 0.021 0 33 1600 0.021 55 89 1600 0.055 0 89 1600 0.055 0 89 1600 0.055Nb Thru 428 3200 0.134 * 8 436 3200 0.136 * 0 436 3200 0.136 * 9 446 3200 0.139 * 8 454 3200 0.142 * 0 454 3200 0.142 *Nb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Sb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Sb Thru 192 3200 0.062 5 197 3200 0.064 0 197 3200 0.064 9 205 3200 0.076 5 210 3200 0.077 0 210 3200 0.077Sb Right 7 0 - 0 7 0 - 0 7 0 - 30 37 0 - 0 37 0 - 0 37 0 -Eb Left 2 0 0.001 0 2 0 0.001 0 2 0 0.001 22 24 0 0.015 0 24 0 0.015 0 24 0 0.015Eb Thru 0 1600 0.014 * 0 0 1600 0.014 * 0 0 1600 0.014 * 0 0 1600 0.053 * 0 0 1600 0.053 * 0 0 1600 0.053 *Eb Right 20 0 - 0 20 0 - 0 20 0 - 40 60 0 - 0 60 0 - 0 60 0 -Wb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Wb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.248 0.250 0.250 0.292 0.295 0.295LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ 13th StreetN-S St: Hermosa Avenue Peak hr: PM Date: 11/13/2012E-W St: 13th StreetAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU42012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 33 1600 0.021 * 0 33 1600 0.021 * 0 33 1600 0.021 * 74 108 1600 0.067 * 0 108 1600 0.067 * 0 108 1600 0.067 *Nb Thru 232 3200 0.073 7 239 3200 0.075 0 239 3200 0.075 19 256 3200 0.080 7 263 3200 0.082 0 263 3200 0.082Nb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Sb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Sb Thru 412 3200 0.134 * 7 419 3200 0.137 * 0 419 3200 0.137 * 16 436 3200 0.155 * 7 443 3200 0.157 * 0 443 3200 0.157 *Sb Right 18 0 - 0 18 0 - 0 18 0 - 40 58 0 - 0 58 0 - 0 58 0 -Eb Left 29 0 0.018 0 29 0 0.018 0 29 0 0.018 41 71 0 0.044 0 71 0 0.044 0 71 0 0.044Eb Thru 0 1600 0.048 * 0 0 1600 0.048 * 0 0 1600 0.048 * 0 0 1600 0.121 * 0 0 1600 0.121 * 0 0 1600 0.121 *Eb Right 47 0 - 0 47 0 - 0 47 0 - 75 123 0 - 0 123 0 - 0 123 0 -Wb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Wb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.303 0.305 0.305 0.443 0.445 0.445LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ Pier AvenueN-S St: Hermosa Avenue Peak hr: AM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU52012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Nb Thru 384 3200 0.146 * 2 386 3200 0.147 * 0 386 3200 0.147 * 26 418 3200 0.162 * 2 420 3200 0.162 * 0 420 3200 0.162 *Nb Right 83 0 - 0 83 0 - 0 83 0 - 15 100 0 - 0 100 0 - 0 100 0 -Sb Left 57 1600 0.036 4 61 1600 0.038 0 61 1600 0.038 28 86 1600 0.054 4 90 1600 0.056 0 90 1600 0.056Sb Thru 159 3200 0.050 2 161 3200 0.050 0 161 3200 0.050 21 183 3200 0.057 2 185 3200 0.058 0 185 3200 0.058Sb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Eb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Eb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Eb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Wb Left 57 1600 0.036 0 57 1600 0.036 0 57 1600 0.036 13 71 1600 0.044 0 71 1600 0.044 0 71 1600 0.044Wb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Right 84 1600 0.053 * 5 89 1600 0.056 * 0 89 1600 0.056 * 38 124 1600 0.077 * 5 129 1600 0.080 * 0 129 1600 0.080 *Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.334 0.340 0.340 0.393 0.399 0.399LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONHermosa Avenue @ Pier AvenueN-S St: Hermosa Avenue Peak hr: PM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU52012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Nb Thru 186 3200 0.085 * 2 188 3200 0.085 * 0 188 3200 0.085 * 41 231 3200 0.107 * 2 233 3200 0.108 * 0 233 3200 0.108 *Nb Right 85 0 - 0 85 0 - 0 85 0 - 26 113 0 - 0 113 0 - 0 113 0 -Sb Left 89 1600 0.056 * 5 94 1600 0.059 * 0 94 1600 0.059 * 53 144 1600 0.090 * 5 149 1600 0.093 * 0 149 1600 0.093 *Sb Thru 365 3200 0.114 2 367 3200 0.115 0 367 3200 0.115 38 410 3200 0.128 2 412 3200 0.129 0 412 3200 0.129Sb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Eb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Eb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Eb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Wb Left 80 1600 0.050 0 80 1600 0.050 0 80 1600 0.050 24 106 1600 0.066 0 106 1600 0.066 0 106 1600 0.066Wb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Right 83 1600 0.052 5 88 1600 0.055 0 88 1600 0.055 52 137 1600 0.085 5 142 1600 0.089 0 142 1600 0.089Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.290 0.294 0.294 0.363 0.367 0.367LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:The Traffic Solution2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONManhattan Avenue (West) @ Pier AvenueN-S St: Manhattan Avenue (West) Peak hr: AM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU62012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 5 0 0.003 0 5 0 0.003 0 5 0 0.003 0 5 0 0.003 0 5 0 0.003 0 5 0 0.003Nb Thru 0 1600 0.049 * 0 0 1600 0.049 * 0 0 1600 0.049 * 0 0 1600 0.050 * 0 0 1600 0.050 * 0 0 1600 0.050 *Nb Right 73 0 - 0 73 0 - 0 73 0 - 0 74 0 - 0 74 0 - 0 74 0 -Sb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Sb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Sb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Eb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Eb Thru 176 1600 0.116 * 4 180 1600 0.118 * 0 180 1600 0.118 * 43 223 1600 0.145 * 4 227 1600 0.147 * 0 227 1600 0.147 *Eb Right 9 0 - 0 9 0 - 0 9 0 - 0 9 0 - 0 9 0 - 0 9 0 -Wb Left 29 0 0.009 * 0 29 0 0.009 * 0 29 0 0.009 * 0 30 0 0.009 * 0 30 0 0.009 * 0 30 0 0.009 *Wb Thru 153 3200 0.057 5 158 3200 0.058 0 158 3200 0.058 52 208 3200 0.074 5 213 3200 0.076 0 213 3200 0.076Wb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.273 0.276 0.276 0.304 0.306 0.306LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONManhattan Avenue (West) @ Pier AvenueN-S St: Manhattan Avenue (West) Peak hr: PM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU62012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 1 0 0.001 0 1 0 0.001 0 1 0 0.001 0 1 0 0.001 0 1 0 0.001 0 1 0 0.001Nb Thru 0 1600 0.025 * 0 0 1600 0.025 * 0 0 1600 0.025 * 0 0 1600 0.026 * 0 0 1600 0.026 * 0 0 1600 0.026 *Nb Right 39 0 - 0 39 0 - 0 39 0 - 1 41 0 - 0 41 0 - 0 41 0 -Sb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Sb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Sb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Eb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Eb Thru 185 1600 0.122 * 5 190 1600 0.125 * 0 190 1600 0.125 * 79 268 1600 0.174 * 5 273 1600 0.177 * 0 273 1600 0.177 *Eb Right 10 0 - 0 10 0 - 0 10 0 - 0 10 0 - 0 10 0 - 0 10 0 -Wb Left 87 0 0.027 * 0 87 0 0.027 * 0 87 0 0.027 * 1 90 0 0.028 * 0 90 0 0.028 * 0 90 0 0.028 *Wb Thru 225 3200 0.098 5 230 3200 0.099 0 230 3200 0.099 76 306 3200 0.124 5 311 3200 0.125 0 311 3200 0.125Wb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.274 0.277 0.277 0.328 0.331 0.331LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONManhattan Avenue (East) @ Pier AvenueN-S St: Manhattan Avenue (East) Peak hr: AM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU72012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Nb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Nb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Sb Left 43 0 0.027 0 43 0 0.027 0 43 0 0.027 1 45 0 0.028 0 45 0 0.028 0 45 0 0.028Sb Thru 0 1600 0.041 * 0 0 1600 0.041 * 0 0 1600 0.041 * 0 0 1600 0.043 * 0 0 1600 0.043 * 0 0 1600 0.043 *Sb Right 22 0 - 0 22 0 - 0 22 0 - 1 23 0 - 0 23 0 - 0 23 0 -Eb Left 51 0 0.016 * 0 51 0 0.016 * 0 51 0 0.016 * 1 53 0 0.017 * 0 53 0 0.017 * 0 53 0 0.017 *Eb Thru 202 3200 0.079 4 206 3200 0.080 0 206 3200 0.080 42 248 3200 0.094 4 252 3200 0.095 0 252 3200 0.095Eb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Wb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Thru 162 3200 0.068 * 5 167 3200 0.069 * 0 167 3200 0.069 * 51 216 3200 0.085 * 5 221 3200 0.087 * 0 221 3200 0.087 *Wb Right 55 0 - 0 55 0 - 0 55 0 - 1 57 0 - 0 57 0 - 0 57 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.224 0.226 0.226 0.245 0.246 0.246LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONManhattan Avenue (East) @ Pier AvenueN-S St: Manhattan Avenue (East) Peak hr: PM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU72012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 * 0 0 0 0.000 *Nb Thru 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Nb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Sb Left 60 0 0.038 0 60 0 0.038 0 60 0 0.038 3 64 0 0.040 0 64 0 0.040 0 64 0 0.040Sb Thru 0 1600 0.078 * 0 0 1600 0.078 * 0 0 1600 0.078 * 0 0 1600 0.083 * 0 0 1600 0.083 * 0 0 1600 0.083 *Sb Right 65 0 - 0 65 0 - 0 65 0 - 3 69 0 - 0 69 0 - 0 69 0 -Eb Left 24 0 0.008 * 0 24 0 0.008 * 0 24 0 0.008 * 3 27 0 0.009 * 0 27 0 0.009 * 0 27 0 0.009 *Eb Thru 196 3200 0.069 5 201 3200 0.070 0 201 3200 0.070 76 276 3200 0.095 5 281 3200 0.096 0 281 3200 0.096Eb Right 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 -Wb Left 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000 0 0 0 0.000Wb Thru 238 3200 0.096 * 5 243 3200 0.097 * 0 243 3200 0.097 * 73 316 3200 0.121 * 5 321 3200 0.123 * 0 321 3200 0.123 *Wb Right 68 0 - 0 68 0 - 0 68 0 - 3 72 0 - 0 72 0 - 0 72 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.281 0.283 0.283 0.313 0.315 0.315LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONMonterey Boulevard @ Pier AvenueN-S St: Monterey Boulevard Peak hr: AM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU82012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 9 0 0.006 0 9 0 0.006 0 9 0 0.006 0 9 0 0.006 0 9 0 0.006 0 9 0 0.006Nb Thru 95 1600 0.094 * 0 95 1600 0.094 * 0 95 1600 0.094 * 0 97 1600 0.096 * 0 97 1600 0.096 * 0 97 1600 0.096 *Nb Right 46 0 - 0 46 0 - 0 46 0 - 0 47 0 - 0 47 0 - 0 47 0 -Sb Left 32 0 0.020 * 0 32 0 0.020 * 0 32 0 0.020 * 0 33 0 0.020 * 0 33 0 0.020 * 0 33 0 0.020 *Sb Thru 40 1600 0.046 0 40 1600 0.046 0 40 1600 0.046 0 41 1600 0.047 0 41 1600 0.047 0 41 1600 0.047Sb Right 2 0 - 0 2 0 - 0 2 0 - 0 2 0 - 0 2 0 - 0 2 0 -Eb Left 14 0 0.004 * 0 14 0 0.004 * 0 14 0 0.004 * 0 14 0 0.004 * 0 14 0 0.004 * 0 14 0 0.004 *Eb Thru 209 3200 0.074 4 213 3200 0.075 0 213 3200 0.075 43 256 3200 0.089 4 260 3200 0.090 0 260 3200 0.090Eb Right 13 0 - 0 13 0 - 0 13 0 - 0 13 0 - 0 13 0 - 0 13 0 -Wb Left 14 0 0.004 0 14 0 0.004 0 14 0 0.004 0 14 0 0.004 0 14 0 0.004 0 14 0 0.004Wb Thru 177 3200 0.075 * 5 182 3200 0.077 * 0 182 3200 0.077 * 52 233 3200 0.093 * 5 238 3200 0.095 * 0 238 3200 0.095 *Wb Right 50 0 - 0 50 0 - 0 50 0 - 0 51 0 - 0 51 0 - 0 51 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.293 0.295 0.295 0.314 0.315 0.315LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LINSCOTT, LAW & GREENSPAN, ENGINEERS600 S. Lake Avenue, Suite 500, Pasadena CA 91106(626) 796.2322 Fax (626) 792-0941INTERSECTION CAPACITY UTILIZATIONMonterey Boulevard @ Pier AvenueN-S St: Monterey Boulevard Peak hr: PM Date: 11/13/2012E-W St: Pier AvenueAnnual Growth: 1.00% Date of Count: 2012Project: Hermosa Boutique Hotel Project/1-123996-1Projection Year: 2014File: ICU82012 EXIST. TRAFFIC 2012 EXISTING PLUS PROJECT 2012 EXIST. W/PROJECT + MITIGATION 2014 FUTURE WITHOUT PROJECT 2014 FUTURE WITH PROJECT 2014 FUTURE W/PROJECT + MITIGATIO1 2 V/C Added Total V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/C Added Total 2 V/CMovement Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume Capacity Ratio Volume Volume CapacityRatio Volume Volume Capacity RatioNb Left 27 0 0.017 0 27 0 0.017 0 27 0 0.017 0 28 0 0.017 0 28 0 0.017 0 28 0 0.017Nb Thru 96 1600 0.101 * 0 96 1600 0.101 * 0 96 1600 0.101 * 0 98 1600 0.103 * 0 98 1600 0.103 * 0 98 1600 0.103 *Nb Right 39 0 - 0 39 0 - 0 39 0 - 0 40 0 - 0 40 0 - 0 40 0 -Sb Left 37 0 0.023 * 0 37 0 0.023 * 0 37 0 0.023 * 0 38 0 0.024 * 0 38 0 0.024 * 0 38 0 0.024 *Sb Thru 63 1600 0.071 0 63 1600 0.071 0 63 1600 0.071 0 64 1600 0.072 0 64 1600 0.072 0 64 1600 0.072Sb Right 13 0 - 0 13 0 - 0 13 0 - 0 13 0 - 0 13 0 - 0 13 0 -Eb Left 6 0 0.002 * 0 6 0 0.002 * 0 6 0 0.002 * 0 6 0 0.002 * 0 6 0 0.002 * 0 6 0 0.002 *Eb Thru 239 3200 0.082 5 244 3200 0.083 0 244 3200 0.083 80 324 3200 0.108 5 329 3200 0.110 0 329 3200 0.110Eb Right 16 0 - 0 16 0 - 0 16 0 - 0 16 0 - 0 16 0 - 0 16 0 -Wb Left 27 0 0.008 0 27 0 0.008 0 27 0 0.008 0 28 0 0.009 0 28 0 0.009 0 28 0 0.009Wb Thru 268 3200 0.111 * 5 273 3200 0.112 * 0 273 3200 0.112 * 77 350 3200 0.137 * 5 355 3200 0.138 * 0 355 3200 0.138 *Wb Right 59 0 - 0 59 0 - 0 59 0 - 0 60 0 - 0 60 0 - 0 60 0 -Yellow Allowance: 0.100 * 0.100 * 0.100 * 0.100 * 0.100 * 0.100 *ICU 0.337 0.338 0.338 0.366 0.367 0.367LOS A A A A A A*Key conflicting movement as a part of ICU1 Counts conducted by:City Traffic Counters2 Capacity expressed in veh/hour of green LEVEL OF SERVICE FOR UNSIGNALIZED INTERSECTIONS In the Highway Capacity Manual (HCM), published by the Transportation Research Board, 2000, level of service for unsignalized intersections is defined in terms of delay, which is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. The delay experienced by a motorist is made up of a number of factors that relate to control, geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions, in the absence of incidents, control, traffic, or geometric delay. Only the portion of total delay attributed to the traffic control measures, either traffic signals or stop signs, is quantified. This delay is called control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Level of Service criteria for unsignalized intersections are stated in terms of the average control delay per vehicle. The level of service is determined by the computed or measured control delay and is defined for each minor movement. Average control delay for any particular minor movement is a function of the service time for the approach and the degree of utilization. (Level of service is not defined for the intersection as a whole for two-way stop controlled intersections.) Level of Service Criteria for TWSC/AWSC Intersections Level of Service Average Control Delay (Sec/Veh) A ≤ 10 B > 10 and ≤ 15 C > 15 and ≤ 25 D > 25 and ≤ 35 E > 35 and ≤ 50 F > 50 Level of Service (LOS) values are used to describe intersection operations with service levels varying from LOS A (free flow) to LOS F (jammed condition). The following descriptions summarize HCM criteria for each level of service: LOS A describes operations with very low control delay, up to 10 seconds per vehicle. LOS B describes operations with control delay greater than 10 and up to 15 seconds per vehicle. LOS C describes operations with control delay greater than 15 and up to 25 seconds per vehicle. LOS D describes operations with control delay greater than 25 and up to 35 seconds per vehicle. LOS E describes operations with control delay greater than 35 and up to 50 seconds per vehicle. LOS F describes operations with control delay in excess of 50 seconds per vehicle. For two-way stop controlled intersections, LOS F exists when there are insufficient gaps of suitable size to allow side-street demand to safely cross through a major-street traffic stream. This level of service is generally evident from extremely long control delays experienced by side-street traffic and by queuing on the minor-street approaches. ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C1-INT1AM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 284 95 5 38 63 51 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 1 203 74 50 55 82 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)384 152 278 50 137 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.7 0.3 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.3 0.3 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.2 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.34 0.14 0.25 0.04 0.12 hd, final value (s)5.72 5.90 5.84 7.12 6.18 x, final value 0.61 0.25 0.45 0.10 0.24 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)3.7 3.9 3.8 4.8 3.9 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)602 402 528 300 387 Delay (s/veh)17.23 10.84 13.53 10.60 10.78 LOS C B B B B Approach: Delay (s/veh) 17.23 10.84 13.53 10.73 LOS C B B B Intersection Delay (s/veh)14.02 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:12 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C1-INT1PM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 90 54 7 54 110 58 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 5 84 52 60 191 245 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)151 222 141 60 436 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.6 0.2 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.3 0.4 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.13 0.20 0.13 0.05 0.39 hd, final value (s)6.14 5.79 5.74 6.37 5.46 x, final value 0.26 0.36 0.22 0.11 0.66 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)4.1 3.8 3.7 4.1 3.2 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)401 472 391 310 641 Delay (s/veh)11.25 11.98 10.40 9.82 18.19 LOS B B B A C Approach: Delay (s/veh) 11.25 11.98 10.40 17.17 LOS B B B C Intersection Delay (s/veh)14.20 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:14 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C1-INT2AM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)5 411 0 194 4 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)5 411 0 0 194 4 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)8 13 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)8 0 13 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)5 0 21 C (m) (veh/h)1387 1159 764 v/c 0.00 0.00 0.03 95% queue length 0.01 0.00 0.08 Control Delay (s/veh)7.6 8.1 9.8 LOS A A A Approach Delay (s/veh)---- 9.8 Approach LOS ---- A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:17 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C1-INT2PM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)12 228 0 424 11 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)12 228 0 0 424 11 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)3 11 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)3 0 11 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)12 0 14 C (m) (veh/h)1135 1352 703 v/c 0.01 0.00 0.02 95% queue length 0.03 0.00 0.06 Control Delay (s/veh)8.2 7.7 10.2 LOS A A B Approach Delay (s/veh)---- 10.2 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:17 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C1-INT6AM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 176 9 29 153 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 176 9 29 153 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)5 73 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)5 0 73 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 29 78 C (m) (veh/h) 1402 849 v/c 0.02 0.09 95% queue length 0.06 0.30 Control Delay (s/veh) 7.6 9.7 LOS A A Approach Delay (s/veh)----9.7 Approach LOS ----A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:18 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C1-INT6PM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 185 10 87 225 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 185 10 87 225 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)1 39 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)1 0 39 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 87 40 C (m) (veh/h) 1390 841 v/c 0.06 0.05 95% queue length 0.20 0.15 Control Delay (s/veh) 7.8 9.5 LOS A A Approach Delay (s/veh)----9.5 Approach LOS ----A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:18 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C1-INT7AM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)51 202 162 55 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)51 202 0 0 162 55 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 43 22 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 43 0 22 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)51 65 C (m) (veh/h)1365 657 v/c 0.04 0.10 95% queue length 0.12 0.33 Control Delay (s/veh)7.7 11.1 LOS A B Approach Delay (s/veh)---- 11.1 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:19 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C1-INT7AM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)24 196 238 68 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)24 196 0 0 238 68 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 60 65 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 60 0 65 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)24 125 C (m) (veh/h)1266 694 v/c 0.02 0.18 95% queue length 0.06 0.65 Control Delay (s/veh)7.9 11.3 LOS A B Approach Delay (s/veh)---- 11.3 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:19 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C1-INT8AM Jurisdiction City of Hermosa Beach Analysis Year Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 14 209 13 14 177 50 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 9 95 46 32 40 2 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)118 118 102 139 150 74 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.1 0.0 0.1 0.0 0.1 0.4 Prop. Right-Turns 0.0 0.1 0.0 0.4 0.3 0.0 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 0.1 -0.3 -0.2 0.1 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.10 0.10 0.09 0.12 0.13 0.07 hd, final value (s)5.44 5.30 5.45 5.12 4.97 5.33 x, final value 0.18 0.17 0.15 0.20 0.21 0.11 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.1 3.0 3.1 2.8 3.0 3.3 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)368 368 352 389 400 324 Delay (s/veh)9.31 9.11 9.14 9.08 9.26 8.98 LOS A A A A A A Approach: Delay (s/veh) 9.21 9.10 9.26 8.98 LOS A A A A Intersection Delay (s/veh)9.16 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:20 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C1-INT8PM Jurisdiction City of Hermosa Beach Analysis Year Existing (2012) Conditions Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 6 239 16 27 268 59 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 27 96 39 37 63 13 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)125 136 161 193 162 113 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.0 0.0 0.2 0.0 0.2 0.3 Prop. Right-Turns 0.0 0.1 0.0 0.3 0.2 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.1 0.1 -0.2 -0.1 -0.0 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.11 0.12 0.14 0.17 0.14 0.10 hd, final value (s)5.78 5.68 5.73 5.43 5.47 5.67 x, final value 0.20 0.21 0.26 0.29 0.25 0.18 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.5 3.4 3.4 3.1 3.5 3.7 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)375 386 411 443 412 363 Delay (s/veh)9.93 9.92 10.40 10.35 10.24 9.89 LOS A A B B B A Approach: Delay (s/veh) 9.92 10.37 10.24 9.89 LOS A B B A Intersection Delay (s/veh)10.16 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:20 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C2-INT1AM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project ID Hermosa Boutique Hotel Project/ 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 285 97 5 38 65 51 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 1 203 74 50 55 84 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)387 154 278 50 139 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.7 0.2 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.3 0.3 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.34 0.14 0.25 0.04 0.12 hd, final value (s)5.74 5.92 5.86 7.15 6.21 x, final value 0.62 0.25 0.45 0.10 0.24 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)3.7 3.9 3.9 4.8 3.9 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)601 404 528 300 389 Delay (s/veh)17.51 10.92 13.63 10.64 10.85 LOS C B B B B Approach: Delay (s/veh) 17.51 10.92 13.63 10.80 LOS C B B B Intersection Delay (s/veh)14.17 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:21 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C2-INT1PM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 92 56 7 54 112 58 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 5 84 52 60 191 247 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)155 224 141 60 438 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.6 0.2 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.3 0.4 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.14 0.20 0.13 0.05 0.39 hd, final value (s)6.16 5.82 5.78 6.39 5.49 x, final value 0.27 0.36 0.23 0.11 0.67 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)4.2 3.8 3.8 4.1 3.2 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)405 474 391 310 638 Delay (s/veh)11.36 12.08 10.46 9.85 18.49 LOS B B B A C Approach: Delay (s/veh) 11.36 12.08 10.46 17.45 LOS B B B C Intersection Delay (s/veh)14.37 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:32 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C2-INT2AM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)13 411 0 194 8 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)13 411 0 0 194 8 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)11 16 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)11 0 16 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)13 0 27 C (m) (veh/h)1382 1159 739 v/c 0.01 0.00 0.04 95% queue length 0.03 0.00 0.11 Control Delay (s/veh)7.6 8.1 10.1 LOS A A B Approach Delay (s/veh)---- 10.1 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:35 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C2-INT2PM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)19 228 0 424 15 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)19 228 0 0 424 15 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)7 15 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)7 0 15 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)19 0 22 C (m) (veh/h)1132 1352 645 v/c 0.02 0.00 0.03 95% queue length 0.05 0.00 0.11 Control Delay (s/veh)8.2 7.7 10.8 LOS A A B Approach Delay (s/veh)---- 10.8 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:35 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C2-INT6AM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 180 9 29 158 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 180 9 29 158 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)5 73 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)5 0 73 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 29 78 C (m) (veh/h) 1397 845 v/c 0.02 0.09 95% queue length 0.06 0.30 Control Delay (s/veh) 7.6 9.7 LOS A A Approach Delay (s/veh)----9.7 Approach LOS ----A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:35 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C2-INT6PM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 190 10 87 230 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 190 10 87 230 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)1 39 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)1 0 39 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 87 40 C (m) (veh/h) 1384 835 v/c 0.06 0.05 95% queue length 0.20 0.15 Control Delay (s/veh) 7.8 9.5 LOS A A Approach Delay (s/veh)----9.5 Approach LOS ----A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:36 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C2-INT7AM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)51 206 167 55 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)51 206 0 0 167 55 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 43 22 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 43 0 22 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)51 65 C (m) (veh/h)1359 652 v/c 0.04 0.10 95% queue length 0.12 0.33 Control Delay (s/veh)7.8 11.1 LOS A B Approach Delay (s/veh)---- 11.1 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:39 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C2-INT7PM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)24 201 243 68 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)24 201 0 0 243 68 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 60 65 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 60 0 65 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)24 125 C (m) (veh/h)1261 689 v/c 0.02 0.18 95% queue length 0.06 0.66 Control Delay (s/veh)7.9 11.4 LOS A B Approach Delay (s/veh)---- 11.4 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:39 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C2-INT8AM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 14 213 13 14 182 50 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 9 95 46 32 40 2 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)120 120 105 141 150 74 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.1 0.0 0.1 0.0 0.1 0.4 Prop. Right-Turns 0.0 0.1 0.0 0.4 0.3 0.0 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 0.1 -0.2 -0.2 0.1 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.11 0.11 0.09 0.13 0.13 0.07 hd, final value (s)5.44 5.31 5.45 5.13 4.99 5.35 x, final value 0.18 0.18 0.16 0.20 0.21 0.11 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.1 3.0 3.2 2.8 3.0 3.4 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)370 370 355 391 400 324 Delay (s/veh)9.35 9.15 9.18 9.12 9.30 9.01 LOS A A A A A A Approach: Delay (s/veh) 9.25 9.15 9.30 9.01 LOS A A A A Intersection Delay (s/veh)9.20 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:40 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C2-INT8PM Jurisdiction City of Hermosa Beach Analysis Year Existing Plus Proj. Conditions Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 6 244 16 27 273 59 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 27 96 39 37 63 13 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)128 138 163 196 162 113 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.0 0.0 0.2 0.0 0.2 0.3 Prop. Right-Turns 0.0 0.1 0.0 0.3 0.2 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.1 0.1 -0.2 -0.1 -0.0 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.11 0.12 0.14 0.17 0.14 0.10 hd, final value (s)5.79 5.69 5.74 5.45 5.49 5.69 x, final value 0.21 0.22 0.26 0.30 0.25 0.18 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.5 3.4 3.4 3.1 3.5 3.7 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)378 388 413 446 412 363 Delay (s/veh)9.99 9.97 10.45 10.43 10.28 9.93 LOS A A B B B A Approach: Delay (s/veh) 9.98 10.44 10.28 9.93 LOS A B B A Intersection Delay (s/veh)10.21 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 8:49 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C3-INT1AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project ID Hermosa Boutique Hotel Project \ 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 300 117 5 40 88 52 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 1 207 75 51 56 98 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)422 180 283 51 154 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.7 0.2 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.3 0.3 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.38 0.16 0.25 0.05 0.14 hd, final value (s)5.95 6.21 6.19 7.48 6.51 x, final value 0.70 0.31 0.49 0.11 0.28 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)3.9 4.2 4.2 5.2 4.2 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)583 430 533 301 404 Delay (s/veh)21.47 11.99 14.91 11.06 11.70 LOS C B B B B Approach: Delay (s/veh) 21.47 11.99 14.91 11.54 LOS C B B B Intersection Delay (s/veh)16.33 Intersection LOS C Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 10:34 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C3-INT1PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 111 93 7 57 149 59 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 5 87 55 61 196 268 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)211 265 147 61 464 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.5 0.2 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.2 0.4 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.19 0.24 0.13 0.05 0.41 hd, final value (s)6.54 6.24 6.38 6.84 5.92 x, final value 0.38 0.46 0.26 0.12 0.76 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)4.5 4.2 4.4 4.5 3.6 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)461 515 397 311 593 Delay (s/veh)13.54 14.44 11.62 10.44 25.17 LOS B B B B D Approach: Delay (s/veh) 13.54 14.44 11.62 23.46 LOS B B B C Intersection Delay (s/veh)18.04 Intersection LOS C Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:31 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C3-INT2AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)5 450 0 237 4 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)5 450 0 0 237 4 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)8 13 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)8 0 13 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)5 0 21 C (m) (veh/h)1337 1121 719 v/c 0.00 0.00 0.03 95% queue length 0.01 0.00 0.09 Control Delay (s/veh)7.7 8.2 10.2 LOS A A B Approach Delay (s/veh)---- 10.2 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:32 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C3-INT2PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)12 293 0 488 11 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)12 293 0 0 488 11 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)3 11 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)3 0 11 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)12 0 14 C (m) (veh/h)1075 1280 652 v/c 0.01 0.00 0.02 95% queue length 0.03 0.00 0.07 Control Delay (s/veh)8.4 7.8 10.6 LOS A A B Approach Delay (s/veh)---- 10.6 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:32 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C3-INT6AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 223 9 30 208 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 223 9 30 208 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)5 74 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)5 0 74 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 30 79 C (m) (veh/h) 1348 795 v/c 0.02 0.10 95% queue length 0.07 0.33 Control Delay (s/veh) 7.7 10.0 LOS A B Approach Delay (s/veh)----10.0 Approach LOS ----B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:33 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C3-INT6PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 268 10 90 306 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 268 10 90 306 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)1 41 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)1 0 41 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 90 42 C (m) (veh/h) 1296 755 v/c 0.07 0.06 95% queue length 0.22 0.18 Control Delay (s/veh) 8.0 10.0 LOS A B Approach Delay (s/veh)----10.0 Approach LOS ----B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:33 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C3-INT7AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)53 248 216 57 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)53 248 0 0 216 57 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 45 23 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 45 0 23 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)53 68 C (m) (veh/h)1302 594 v/c 0.04 0.11 95% queue length 0.13 0.39 Control Delay (s/veh)7.9 11.8 LOS A B Approach Delay (s/veh)---- 11.8 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:52 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C3-INT7PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)27 276 316 72 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)27 276 0 0 316 72 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 64 69 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 64 0 69 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)27 133 C (m) (veh/h)1182 607 v/c 0.02 0.22 95% queue length 0.07 0.83 Control Delay (s/veh)8.1 12.6 LOS A B Approach Delay (s/veh)---- 12.6 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:35 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C3-INT8AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 14 256 13 14 233 51 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 9 97 47 33 41 2 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)142 141 130 168 153 76 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.1 0.0 0.1 0.0 0.1 0.4 Prop. Right-Turns 0.0 0.1 0.0 0.3 0.3 0.0 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.1 0.1 -0.2 -0.2 0.1 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.13 0.13 0.12 0.15 0.14 0.07 hd, final value (s)5.55 5.43 5.54 5.27 5.22 5.60 x, final value 0.22 0.21 0.20 0.25 0.22 0.12 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.2 3.1 3.2 3.0 3.2 3.6 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)392 391 380 418 403 326 Delay (s/veh)9.80 9.60 9.62 9.68 9.70 9.35 LOS A A A A A A Approach: Delay (s/veh) 9.70 9.66 9.70 9.35 LOS A A A A Intersection Delay (s/veh)9.65 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:36 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C3-INT8PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) W/O Project Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 6 324 16 28 350 60 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 28 98 40 38 64 13 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)168 178 203 235 166 115 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.0 0.0 0.1 0.0 0.2 0.3 Prop. Right-Turns 0.0 0.1 0.0 0.3 0.2 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.1 0.1 -0.2 -0.1 -0.0 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.15 0.16 0.18 0.21 0.15 0.10 hd, final value (s)6.00 5.92 5.94 5.69 5.88 6.11 x, final value 0.28 0.29 0.34 0.37 0.27 0.20 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.7 3.6 3.6 3.4 3.9 4.1 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)418 428 453 485 416 365 Delay (s/veh)11.02 11.05 11.61 11.72 11.06 10.59 LOS B B B B B B Approach: Delay (s/veh) 11.04 11.67 11.06 10.59 LOS B B B B Intersection Delay (s/veh)11.25 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:36 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C4-INT1AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 301 119 5 40 90 52 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 1 207 75 51 56 100 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)425 182 283 51 156 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.7 0.2 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.3 0.3 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.38 0.16 0.25 0.05 0.14 hd, final value (s)5.96 6.24 6.22 7.50 6.53 x, final value 0.70 0.32 0.49 0.11 0.28 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)4.0 4.2 4.2 5.2 4.2 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)582 432 533 301 406 Delay (s/veh)21.90 12.09 15.02 11.09 11.79 LOS C B C B B Approach: Delay (s/veh) 21.90 12.09 15.02 11.62 LOS C B C B Intersection Delay (s/veh)16.56 Intersection LOS C Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:37 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C4-INT1PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 27th Street-Greenwich Village North/South Street: Manhattan Avenue Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 113 95 7 57 151 59 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 5 87 55 61 196 270 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR L TR PHF 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)215 267 147 61 466 % Heavy Vehicles 0 0 0 0 0 No. Lanes 1 1 1 2 Geometry Group 2 2 4a 5 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.5 0.2 0.0 1.0 0.0 Prop. Right-Turns 0.0 0.2 0.4 0.0 0.6 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 -0.2 0.5 -0.4 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 x, initial 0.19 0.24 0.13 0.05 0.41 hd, final value (s)6.56 6.27 6.43 6.87 5.95 x, final value 0.39 0.47 0.26 0.12 0.77 Move-up time, m (s)2.0 2.0 2.0 2.3 Service Time, ts (s)4.6 4.3 4.4 4.6 3.7 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)465 517 397 311 591 Delay (s/veh)13.73 14.61 11.70 10.48 25.78 LOS B B B B D Approach: Delay (s/veh) 13.73 14.61 11.70 24.00 LOS B B B C Intersection Delay (s/veh)18.36 Intersection LOS C Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:39 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C4-INT2AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)13 450 0 237 8 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)13 450 0 0 237 8 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)11 16 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)11 0 16 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)13 0 27 C (m) (veh/h)1333 1121 695 v/c 0.01 0.00 0.04 95% queue length 0.03 0.00 0.12 Control Delay (s/veh)7.7 8.2 10.4 LOS A A B Approach Delay (s/veh)---- 10.4 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:40 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C4-INT2PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: 15th Street North/South Street: Hermosa Avenue Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)19 293 0 488 15 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)19 293 0 0 488 15 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)7 15 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)7 0 15 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LR v (veh/h)19 0 22 C (m) (veh/h)1072 1280 590 v/c 0.02 0.00 0.04 95% queue length 0.05 0.00 0.12 Control Delay (s/veh)8.4 7.8 11.3 LOS A A B Approach Delay (s/veh)---- 11.3 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:40 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C4-INT6AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 227 9 30 213 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 227 9 30 213 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)5 74 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)5 0 74 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 30 79 C (m) (veh/h) 1343 791 v/c 0.02 0.10 95% queue length 0.07 0.33 Control Delay (s/veh) 7.7 10.1 LOS A B Approach Delay (s/veh)----10.1 Approach LOS ----B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:41 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C4-INT6PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (West) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 273 10 90 311 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 273 10 90 311 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 2 0 Configuration TR LT T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h)1 41 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)1 0 41 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) 90 42 C (m) (veh/h) 1291 750 v/c 0.07 0.06 95% queue length 0.22 0.18 Control Delay (s/veh) 8.0 10.1 LOS A B Approach Delay (s/veh)----10.1 Approach LOS ----B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:41 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C4-INT7AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)53 252 221 57 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)53 252 0 0 221 57 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 45 23 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 45 0 23 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)53 68 C (m) (veh/h)1296 588 v/c 0.04 0.12 95% queue length 0.13 0.39 Control Delay (s/veh)7.9 11.9 LOS A B Approach Delay (s/veh)---- 11.9 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:42 AM TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C4-INT7PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project Description Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Manhattan Avenue (East) Intersection Orientation: East-West Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h)27 281 321 72 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)27 281 0 0 321 72 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 64 69 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)0 0 0 64 0 69 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h)27 133 C (m) (veh/h)1177 602 v/c 0.02 0.22 95% queue length 0.07 0.84 Control Delay (s/veh)8.1 12.7 LOS A B Approach Delay (s/veh)---- 12.7 Approach LOS ---- B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:42 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period AM Peak Hour Intersection C4-INT8AM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 14 260 13 14 238 51 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 9 97 47 33 41 2 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)144 143 133 170 153 76 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.1 0.0 0.1 0.0 0.1 0.4 Prop. Right-Turns 0.0 0.1 0.0 0.3 0.3 0.0 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.1 0.1 -0.2 -0.2 0.1 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.13 0.13 0.12 0.15 0.14 0.07 hd, final value (s)5.56 5.44 5.55 5.28 5.24 5.62 x, final value 0.22 0.22 0.20 0.25 0.22 0.12 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.3 3.1 3.2 3.0 3.2 3.6 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)394 393 383 420 403 326 Delay (s/veh)9.84 9.64 9.67 9.73 9.73 9.37 LOS A A A A A A Approach: Delay (s/veh) 9.74 9.71 9.73 9.37 LOS A A A A Intersection Delay (s/veh)9.69 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:44 AM ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst CT Agency/Co.LLG Engineers Date Performed 11/8/2012 Analysis Time Period PM Peak Hour Intersection C4-INT8PM Jurisdiction City of Hermosa Beach Analysis Year Future (2014) With Project Project ID Hermosa Boutique Hotel Project / 1-123996-1 East/West Street: Pier Avenue North/South Street: Monterey Boulevard Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 6 329 16 28 355 60 %Thrus Left Lane 50 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 28 98 40 38 64 13 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h)170 181 205 238 166 115 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.0 0.0 0.1 0.0 0.2 0.3 Prop. Right-Turns 0.0 0.1 0.0 0.3 0.2 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.1 0.1 -0.2 -0.1 -0.0 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.15 0.16 0.18 0.21 0.15 0.10 hd, final value (s)6.01 5.93 5.95 5.71 5.91 6.14 x, final value 0.28 0.30 0.34 0.38 0.27 0.20 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.7 3.6 3.7 3.4 3.9 4.1 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)420 431 455 488 416 365 Delay (s/veh)11.08 11.14 11.68 11.82 11.10 10.63 LOS B B B B B B Approach: Delay (s/veh) 11.11 11.75 11.10 10.63 LOS B B B B Intersection Delay (s/veh)11.32 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 11/15/2012 9:44 AM LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project O:\JOB_FILE\3996\Report\Appendix Covers.doc APPENDIX C SHARED PARKING DEMAND DATA LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Month:Jul Land Use Leisure Hotel Size 30 Rooms 0.695 KSF Peak Pkg Rate[2]1.00 /Room 1.0 /50 SF Weekday Pkg Rate[3]0.97 /Room 1.0 /50 SF Gross Spaces 29 Spaces 14 Spaces Comparison w/ Adjusted Gross 1.00 29 Spaces 0.75 Parking Supply Spaces[4]23 Guest Spc.6 Emp. Spc.10 Spc.Shared 33 Spaces Time % Of # Of % Of # Of % Of # Of Parking Surplus of Day Peak Spaces Peak Spaces Peak Spaces Demand (Deficiency) 6:00 AM 95%22 5%0 0%0 22 11 7:00 AM 95%22 30%2 0%0 24 9 8:00 AM 90%21 90%5 30%3 29 4 9:00 AM 80%18 90%5 60%6 29 4 10:00 AM 70%16 100%6 60%6 28 5 11:00 AM 70%16 100%6 60%6 28 5 12:00 PM 65%15 100%6 65%7 28 5 1:00 PM 65%15 100%6 65%7 28 5 2:00 PM 70%16 100%6 65%7 29 4 3:00 PM 70%16 100%6 65%7 29 4 4:00 PM 75%17 90%5 65%7 29 4 5:00 PM 80%18 70%4 100%10 32 1 6:00 PM 85%20 40%2 100%10 32 1 7:00 PM 85%20 20%1 100%10 31 2 8:00 PM 90%21 20%1 100%10 32 1 9:00 PM 95%22 20%1 100%10 33 0 10:00 PM 95%22 20%1 50%5 28 5 11:00 PM 100%23 10%1 0%0 24 9 12:00 AM 100%23 5%0 0%0 23 10 Notes: [1] Source: ULI - Urban Land Institute "Shared Parking," Second Edition, 2005. [2] Peak parking rates based on City of Hermosa Beach Municipal Code parking requirements. [3] Weekday parking rates based on the weekday parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual. [5] Parking supply includes marked spaces and estimated valet parked spaces in drive aisle. [4] Gross spaces adjusted (25%) to reflect parking demand reduction due to captive market, internal capture, and/or local business and residents walk-in reduction. Conference Center/Banquet Appendix Table C-1 LEISURE HOTEL WEEKDAY SHARED PARKING DEMAND ANALYSIS [1] LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-12-3996-1 Hermosa Boutique Hotel Project Month:Jul Land Use Leisure Hotel Size 30 Rooms 0.695 KSF Peak Pkg Rate[2]1.00 /Room 1.0 /50 SF Weekend Pkg Rate[3]1.00 /Room 1.0 /50 SF Gross Spaces 30 Spaces 14 Spaces Comparison w/ Adjusted Gross 1.00 30 Spaces 0.75 Parking Supply Spaces[4]25 Guest Spc.5 Emp. Spc.10 Spc.Shared 33 Spaces Time % Of # Of % Of # Of % Of # Of Parking Surplus of Day Peak Spaces Peak Spaces Peak Spaces Demand (Deficiency) 6:00 AM 95%24 5%0 0%0 24 9 7:00 AM 95%24 30%2 0%0 26 7 8:00 AM 90%23 90%5 30%3 31 2 9:00 AM 80%20 90%5 60%6 31 2 10:00 AM 70%18 100%5 60%6 29 4 11:00 AM 70%18 100%5 60%6 29 4 12:00 PM 65%16 100%5 65%7 28 5 1:00 PM 65%16 100%5 65%7 28 5 2:00 PM 70%18 100%5 65%7 30 3 3:00 PM 70%18 100%5 65%7 30 3 4:00 PM 75%19 90%5 65%7 31 2 5:00 PM 80%20 75%4 100%10 34 (1) 6:00 PM 85%21 60%3 100%10 34 (1) 7:00 PM 85%21 55%3 100%10 34 (1) 8:00 PM 90%23 55%3 100%10 36 (3) 9:00 PM 95%24 55%3 100%10 37 (4) 10:00 PM 95%24 45%2 50%5 31 2 11:00 PM 100%25 45%2 0%0 27 6 12:00 AM 100%25 30%2 0%0 27 6 Notes: [1] Source: ULI - Urban Land Institute "Shared Parking," Second Edition, 2005. [2] Peak parking rates based on City of Hermosa Beach Municipal Code parking requirements. [3] Weekday parking rates based on the weekday parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual. [5] Parking supply includes marked spaces and estimated valet parked spaces in drive aisle. [4] Gross spaces adjusted (25%) to reflect parking demand reduction due to captive market, internal capture, and/or local business and residents walk-in reduction. Conference Center/Banquet Appendix Table C-2 LEISURE HOTEL WEEKEND SHARED PARKING DEMAND ANALYSIS [1] CLASH BOUTIQUE HOTEL 1429 Hermosa Avenue – Hermosa Beach, California Pamela Townsend, Senior Planner City of Hermosa Beach Community Development Department 1315 Valley Drive, Hermosa Beach, CA 90254 Regarding: ADDITIONAL REVISIONS TO PROPOSED PROJECT – 7‐23‐13 Based on additional discussions with the neighbors, Planning Department and City Council member Peter Tucker, we have revised our proposal incorporating the following changes or clarifications: 1. The increase in parking total of an additional (3) spaces by eliminating some back of house offices and the relocation of the trash area. Exhibit “A” 2. The designation of one of the parking stalls as a vehicle charging station. Exhibit “A” 3. The coordination with the required future Traffic Management Control plan to include specific criteria for parking during construction. To be incorporated into Planning Conditions 4. The coordination with the required future Traffic Management Control plan to include signage related to Valet parking, Guest arrival and loading-unloading area within the internal garage driveway, to avoid traffic on the streets, To be incorporated into Planning Conditions 5. The implementation of required plumbing for possible solar panels at roof. To be incorporated into Planning Conditions 6. The elimination of the middle level classroom area and conversion into a business center – copy/computer area. Exhibit “B” 7. The designation of smoking areas which shall be limited to the guest room balconies and spa outdoor area at the Upper level. To be incorporated into Planning Conditions 8. The reduction of the Architectural Feature “Clash” Panel from 8’-10” to 6’ wide. Exhibit “C” 9. The infill of all exposed spa area with full height glass partitions at exterior open balconies to mitigate sound concerns. Exhibit “C” For any questions, do not hesitate to contact me, Luis de Moraes AIA- CCIDC-LEED AP B+D INTERACTIVE ARCHITECTURE * INTERIOR DESIGN * COMPUTER AIDED DRAFTING AND DESIGN Westside Office: 13101 Washington Boulevard #404 Los Angeles, California 90066 Tel: 310/216-0844 Oil Project Update – July 23, 2013 City continues to move ahead on several fronts to fully inform and engage citizens, and create opportunities for input and dialogue -- in preparation of the vote, anticipated for fall 2014 Application Additional supplemental materials received and are posted on-line EIR Notice of Preparation (NOP) of an EIR has been released – scoping comment period has commenced and will last through until August 12, 2013. During this period all interested persons and entities may comment on what should be evaluated in the EIR Public scoping meeting Wednesday July 24, 7:00 – 9:00 p.m., Community Center theatre. The public scoping meeting will be conducted by City’s EIR consultant Marine Research Specialists (MRS), and City’s project manager Ed Almanza, to provide information on project and scope of review, and receive public input on what should be evaluated in the EIR. Ed Almanza, contracted as staff to the city to assist with the EIR process, will have scheduled office hours, to hold informal open house Q&A sessions for public to discuss EIR Draft EIR release and beginning of public comment period is anticipated in December Economic Cost/Benefit Analysis Consideration on Award of Contract for consultant tonight –Municipal Matter Health Impact Assessment Consideration on Award of Contract for consultant tonight –Municipal Matter 36% DUI 3% Robbery 49% Theft 8% Assault 3% Burglary Police Department Type of Incidents June 2013 2% Herondo - 2nd 12% North Aviation 20% North Pier 13% South Aviation 30% South Pier 11% DT North 12% DT South Police Department Calls by Location June 2013 Prepared by A Janulewicz and E Aoki CALLS FOR SERVICE Received Date Range 06/01/2013/Sat - 06/30/2013/Sun SUN MON TUE WED THU FRI SAT Total 0000 65 10 8 8 6 20 47 164 0100 35 6 2 6 11 13 42 115 0200 29 16 10 7 10 12 40 124 0300 15 4 7 4 3 3 12 48 0400 8 1 2 1 2 4 6 24 0500 3 3 2 1 2 2 2 15 0600 5 9 5 6 4 11 8 48 0700 5 18 10 9 11 20 10 83 0800 19 25 27 17 13 7 14 122 0900 21 13 22 9 17 9 7 98 1000 16 14 13 19 8 13 12 95 1100 12 14 13 16 15 12 10 92 1200 16 10 8 10 12 12 17 85 1300 15 14 9 14 9 8 21 90 1400 27 11 16 10 11 15 29 119 1500 24 12 29 19 17 23 23 147 1600 26 27 13 26 22 19 27 160 1700 14 18 13 15 11 18 24 113 1800 10 11 12 5 7 10 24 79 1900 12 8 14 9 12 15 18 88 2000 7 4 8 15 16 19 30 99 2100 25 7 7 11 14 20 34 118 2200 13 8 11 8 9 40 70 159 2300 15 16 12 11 24 70 55 203 Total 437 279 273 256 266 395 582 2,488 Hour of Day versus Day of Week 0 100 200 300 400 500 600 SUN MON TUE WED THU FRI SAT Calls by Day of Week 0 40 80 120 160 200 240 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Calls by Hour of Day 0 20 40 60 80 100 120 140 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 1 2 3 Call Priority by Hour of Day 2013 Response Times Month Average % Less Than 5 Minutes January 3:25 80.22% February 3:08 85.37% March 3:03 84.53% April 4:03 75.64% May 3:22 81.97% June 2:56 89.41% July August September October November December