Gardena City Council
December 12, 2023

Source: (1) L.A. County Assessor 2013/14-2022/23 Combined Tax Rolls, HdL, Coren & Cone Ten Fiscal Year Detail of Rates for Largest General Fund Tax Rates Area 00576 (Proposition 13 Rate)

FISCAL YEAR
City of Gardena
Direct and Overlapping Property Tax Rates
(rate per $100 of assessed value)
190
Agency 17-18 16-17 15-16 14-15 13-14
City of Gardena Tax District 1 0.11160 % 0.11160 % 0.11160 % 0.11157 % 0.11157 % Children's Institutional Tuition Fund 0.00285 % 0.00285 % 0.00285 % 0.00285 % 0.00285 % County Sanitation District No. 5 Operations 0.01256 % 0.01256 % 0.01256 % 0.01256 % 0.01256 % County School Services 0.00144 % 0.00144 % 0.00144 % 0.00144 % 0.00144 % County School Service Fund of Angeles -LAUSD 0.00001 % 0.00001 % 0.00001 % 0.00001 % 0.00001 % Development Center for Handicapped Minors -LA Unified School District 0.00127 % 0.00127 % 0.00127 % 0.00127 % 0.00127 % Educational Augmentation Fund Impound 0.16240 % 0.16240 % 0.16240 % 0.16240 % 0.16240 % Educational Augmentation Fund (ERAF) Impound 0.07820 % 0.07820 % 0.07820 % 0.07820 % 0.07820 % LA County Community College District 0.03070 % 0.03070 % 0.03070 % 0.03070 % 0.03070 % LA County Community College Children's Center Fund 0.00032 % 0.00032 % 0.00032 % 0.00032 % 0.00032 % LA County Accumulative Capital Outlays 0.00012 % 0.00012 % 0.00012 % 0.00012 % 0.00012 % LA County Fire - Ffw 0.00747 % 0.00747 % 0.00747 % 0.00747 % 0.00747 % LA County Flood Control Improvement District 0.00178 % 0.00178 % 0.00178 % 0.00178 % 0.00178 % LA County Library 0.02380 % 0.02380 % 0.02380 % 0.02380 % 0.02380 % LA County Flood Control Maintenance 0.01007 % 0.01007 % 0.01007 % 0.01007 % 0.01007 % Los Angeles Children's Center Fund 0.00371 % 0.00371 % 0.00371 % 0.00371 % 0.00371 % LA County General 0.32520 % 0.32520 % 0.32520 % 0.32520 % 0.32520 % Los Angeles Unified School District 0.22590 % 0.22590 % 0.22590 % 0.22590 % 0.22590 % Greater L A Co Vector Control 0.00038 % 0.00038 % 0.00038 % 0.00038 % 0.00038 % Water Replacement District of Southern California 0.00018 % 0.00018 % 0.00018 % 0.00018 % 0.00018 % Total Prop. 13 Rate: 1.00000 % 1.00000 % 1.00000 % 1.00000 % 1.00000 % TOTAL DIRECT RATE (Producing Revenue for The City) (1): 0.11766 % 0.11790 % 0.11809 % 0.11837 % 0.11856 % County of Los Angeles (1) 0.00000 % 0.00000 % 0.00000 % 0.00000 % 0.00000 %

FISCAL YEAR
(rate per $100 of assessed value)
Ten Fiscal Year Detail of Rates for Largest General Fund Tax Rates Area 00576 (Proposition 13 Rate)
City of Gardena
Direct and Overlapping Property Tax Rates (Continued)

0.000%

0.020%

0.040%

0.060%

0.080%

0.100%
2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23

0.119% 0.118% 0.118% 0.118% 0.118% 0.117% 0.117% 0.117% 0.117% 0.116% Fiscal Year
Total Direct Rate
Last Ten Fiscal Years
191
Percent of Percent of
Total Total City Total Total City
Business Assessed Assessed Assessed Assessed
Type Value Value Value Value
Nissin Foods USA Company Inc Manufacturing $57,461,147 0.71 % MPT of Gardena PHS LP Hospital services 55,650,620 0.69 Terreno 139th LLC Non-residential property owners 40,261,187 0.50 JSL Gardena LLC Non-residential property owners 32,825,414 0.41 14215 Normandie LLC Property management 32,277,508 0.40 Avcorp Composite Fabrication Manufacturing 30,402,129 0.38 SGL Composites Inc Manufacturing 28,035,305 0.35
Majestic Properties Inc Property management 25,761,925 0.32 PK I Garena Gateway Center LP Retail sales 23,356,530 0.29 Ray Pellegrino Trust Property management 23,191,266 0.29 Hitco Carbon Composites Inc Manufacturing 104,864,559 2.12 % Nissin Foods USA Company Inc Manufacturing 58,420,769 1.18 GA HC Reit II Gardena CA Hospital LLC Hospital services 42,000,000 0.85 JSL Gardena LLC Non-residential property owners 28,287,948 0.57 Majestic Properties Inc Property management 25,629,793 0.52 Brek Manufacturing Company Lessee Manufacturing 25,389,938 0.51 Gramercy Properties LLC Non-residential property owners 21,267,305 0.43 Target Corporation Retail sales 20,395,329 0.41
Sams Real Estate Business Trust Retail sales 18,395,734 0.37 Russmar Investment Corporation Property management 18,047,106 0.36 Top Ten Totals (secured and unsecured): 349,223,031 4.33 % 362,698,481 7.32 % All Others (secured) 7,724,950,512 95.67 4,595,067,878 92.68 Total All Assessed Valuation (secured): $8,074,173,543 100.00 % $4,957,766,359 100.00 % Source: L.A. County Assessor 2013/14-2022/23 Combined Tax Rolls and the SBE Non Unitary Tax Roll City of Gardena
Ten Largest Property Taxpayers
Current Year and Nine Years Ago
Owner/Taxpayer
Fiscal Year 2022-23 Fiscal Year 2013-14
192
Business Type Tax Payers Business Type
1 76 Service Stations 76 Service Stations
2 A&A Chevron Service Stations A&A Chevron Service Stations 3 Albertsons Grocery Stores Beacon Roofing Supply Building Materials 4 Arco AM PM Service Stations Crenshaw Lumber Co Building Materials 5 Beacon Roofing Supply Building Materials Crenshaw Wholesale Electric Supply Plumbing/Electrical Supplies 6 Chick Fil A Quick-Service Restaurants Enterprise Rent A Car Transportation/Rentals 7 Crenshaw Lumber Co Building Materials Food 4 Less Grocery Stores 8 Crenshaw Wholesale Electric Supply Plumbing/Electrical Supplies G & C Equipment Finders Corp Contractors 9 Enterprise Rent A Car Transportation/Rentals Gardena Blue Water Service Stations 10 Food 4 Less Grocery Stores Gardena Honda New Motor Vehicle Dealers 11 G & C Equipment Finders Corp Contractors Gardena Nissan New Motor Vehicle Dealers 12 Gardena Honda New Motor Vehicle Dealers Hitco Technologies Heavy Industrial 13 Gardena Honda New Motor Vehicle Dealers Marukai Market Grocery Stores 14 Honda Lease Trust Auto Lease McDonald's Quick-Service Restaurants 15 In N Out Burger Quick-Service Restaurants Mobil Gardena Service Stations 16 Marukai Market Grocery Stores Nader's Furniture Home Furnishings 17 McDonald's Quick-Service Restaurants New York Times Sales Light Industrial/Printers 18 Nissan of Gardena New Motor Vehicle Dealers Pam's Shell Service Stations 19 Raising Cane's Quick-Service Restaurants Sam's Club w/Fuel Discount Dept Stores 20 Ralphs Grocery Stores Samrdan Hatcher Co Plumbing/Electrical Supplies 21 Sam's Club w/Fuel Discount Dept Stores Target Discount Dept Stores 22 Smardan Hatcher Co Plumbing/Electrical Supplies United Oil Company Service Stations 23 Target Discount Dept Stores Vons Fuel Service Stations 24 Vons Fuel Service Stations Wood Oil Company Petroleum Prod/Equipment 25 Wood Oil Company Petroleum Prod/Equipment Z Gallerie Home Furnishings *** The names are listed in alphabetical order, not sales tax volume.

Source: SBOE, CDTFA, SCO, HdL Companies
(1) Period: from January to December
Calendar Year 2013
Tax Payers
Calendar Year 2022
City of Gardena
Top 25 Sales Tax Producers (1)
(Miscellaneous Information)
Current Calendar Year and Nine Years Ago
of the total sales tax collected. of the total sales tax collected. -Account for 55.99% -Account for 55.86%
193

COLLECTED WITHIN THE

FISCAL YEAR OF LEVY TOTAL COLLECTIONS TO DATE
Fiscal Taxes Levied for Percent of Collections in Percent of Year the Fiscal Year Amount Levy Subsequent Years Amount Levy 2013-14 5,698,386 5,695,450 99.95% 2,936 5,698,386 100.00% 2014-15 5,948,939 5,946,829 99.96% 2,109 5,948,939 100.00% 2015-16 6,208,056 6,192,921 99.76% 15,134 6,208,056 100.00% 2016-17 6,447,952 6,433,016 99.77% 14,936 6,447,952 100.00% 2017-18 6,832,148 6,816,038 99.76% 16,110 6,832,148 100.00% 2018-19 7,198,451 7,164,319 99.53% 34,132 7,198,451 100.00% 2019-20 7,660,514 7,640,236 99.74% 20,278 7,660,514 100.00% 2020-21 8,233,669 8,207,649 99.68% 26,020 8,233,669 100.00% 2021-22 8,540,847 8,524,459 99.81% 16,388 8,540,847 100.00% 2022-23 9,123,832 9,071,698 99.43% 52,134 9,123,832 100.00% NOTE: Article XIII-A of the Constitution of the State of California adopted by the electorate in June 1978, precludes the City from a local property tax levy. All general-purpose property taxes are levied by the County and allocated to other governmental entities on a predetermined formula.

Sources: City of Gardena, Administrative Services Department - Finance Division City of Gardena
Property Tax Levies, Tax Collections, and Delinquency
Last Ten Fiscal Years
0 1,000,000
2,000,000
3,000,000
4,000,000
5,000,000
6,000,000
7,000,000
8,000,000
9,000,000
10,000,000
2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 9,123,832
9,123,832
Fiscal Year
Tax Collections and Delinquency
Last Ten Fiscal Years
Levies Collections
194
Percent of
Fiscal Card Club General Fund General Fund
Year Revenue (1) Gross Revenue Revenue
2013-14 9,467,078 51,004,568 18.56%
2014-15 9,517,550 54,413,202 17.49%
2015-16 9,057,202 54,092,710 16.74%
2016-17 8,975,991 56,237,621 15.96%
2017-18 8,071,001 55,972,281 14.42%
2018-19 8,101,583 60,267,575 13.44%
2019-20 4,718,691 55,906,560 8.44%
2020-21 4,154,913 79,772,701 5.21%
2021-22 10,544,948 80,865,048 13.04%
2022-23 8,633,145 83,114,369 10.39%
(1) Two card clubs: Lucky Lady Casino & Hustler Casino
City receives 12% of the total monthly gross revenue of the card game business.

City of Gardena
Last Ten Fiscal Years
Card Club Gross Revenue Fee

9.47 9.52

9.06 8.98

8.07 8.10

4.72 4.15

10.50 8.63
0 2
4 6
8 10
12 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 Fiscal Year
Card Club Gross Revenue
Last Ten Fiscal Years
in Millions
195
2023 2022 2021 2020 2019
Utility Users Tax Electric $ 3,072,555 $ 2,584,392 $ 2,331,492 $ 2,110,227 $ 2,215,028 Utility Users Tax Gas 1,177,694 837,674 648,472 616,341 585,308 Utility Users Tax Electric Service Provider 324,189 323,978 199,496 217,700 171,490 Utility Users Tax Gas-Non Core 127,587 111,839 88,421 91,533 90,338 UUT-Mobile/Cellular Telephones 240,469 216,708 181,548 313,603 425,866 UUT-Long Distance Telephone/Non Cellular 439,504 417,966 458,602 490,588 535,347 Utility Users Tax Water 898,171 930,300 947,276 902,866 859,531 UUT-Prepaid Mobile Telephone 37,681 58,537 115,493 58,372 72,738 TOTAL $ 6,317,851 $ 5,481,395 $ 4,970,799 $ 4,801,230 $ 4,955,645 Sources: City of Gardena, Administrative Services Department - Finance Division City of Gardena
Utility Users Tax Received
Last Five Fiscal Years
Fiscal Year Ended June 30
196
2022 2021 2020 2019 2018
Apparel Stores $ 13,672 12,949 $ 9,294 $ 12,209 $ 11,198 $ General Merchandise 167,192 152,741 127,475 125,857 94,324 Food Stores 48,848 46,211 47,768 43,371 42,878
Eating and Drinking Places 234,938 208,968 169,214 193,841 177,599 Building Materials 269,039 239,730 167,875 151,241 186,340 Auto Dealers and Supplies 164,795 161,851 135,897 152,752 146,417 Service Stations 117,173 92,424 68,200 93,644 93,104
Other Retail Stores 84,895 95,332 89,564 86,799 83,241
All Other Outlets 464,851 405,954 149,872 192,907 214,047 TOTAL $ 1,564,680 $ 1,416,883 $ 965,159 $ 1,052,621 $ 1,049,148 Source: State Board of Equalization, California Department of Taxes and Fees Administration, State Controller's Office, HdL Companies City of Gardena
Taxable Sales by Category
Calendar Years 2018 through 2022
(in thousands)
197
Certificates of Revenue Pension Leases Subscription Direct Fiscal Year Population (1) Participation (2) Bonds
Obligation
Bonds Payable
Loan
Payable Liabilities
Purchase
Lease Other Total
2013-14 60,082 21,455,000 2,095,000 - 130,661 2,521,577 - - - 26,202,238 2014-15 60,414 12,370,000 10,835,639 - 67,125 2,930,317 - - - 26,203,081 2015-16 60,785 11,770,000 10,764,523 - 3,114,763 - - - 124,548 25,773,834 2016-17 60,721 9,170,000 10,688,407 - 3,200,986 - - 1,635,000 111,443 24,805,836 2017-18 61,246 8,710,000 10,552,291 - 3,287,209 - - 1,635,000 93,545 24,278,045 2018-19 61,042 8,220,000 10,411,175 - 3,373,432 - - 1,390,000 80,741 23,475,348 2019-20 60,937 7,700,000 10,260,059 - 3,459,655 - - 1,120,000 68,045 22,607,759 2020-21 60,344 7,150,000 10,103,943 79,029,723 381,696 3,545,880 - 845,000 53,749 101,109,991 2021-22 59,947 6,565,000 24,826,484 76,692,725 337,409 3,632,103 755,138 565,000 43,361 113,417,220 2022-23 59,809 5,940,000 24,108,714 73,832,926 459,635 3,718,327 1,032,161 285,000 29,065 109,405,828 NOTES:
(1) State of California, Finance Department
(2) The City of Gardena had 6 Certificates of Participations at the end of fiscal year 1996-97. At the end of fiscal year 2005-06, there were only two Certificates of Participation Series 2001A and 2006AB&C. During the fiscal year 2005-06, the City refunded the Certificates of Participation Series 1994 and 1999 A & B by Series 2006 A B & C.

In fiscal year 2006-07, the City refunded Certificates of Participation Series 2001A by the Refunding Revenue COPs series 2007A.

In fiscal year 2014-15, the City refunded Certificates of Participation Series 2006 B by the Taxable Lease Revenue Refunding Bonds 2014.

In fiscal year 2016-17, the City refunded Certificates of Participation Series 2006 C by the 2017 Direct Purchase Lease. -Refer to Notes in the Financial Statement for details of the City's outstanding debt (3) Assessed value has been used because the actual value of taxable property is not readily available in the State of California (4) Income data was provided by HDL Coren & Cone using City of Gardena Average per Capita Personal Income.

Sources: City of Gardena, Administrative Services Department - Finance Division County of Los Angeles, Auditor-Controller Office/Tax Division HdL Coren & Cone

GOVERNMENTAL ACTIVITIES
City of Gardena
Ratio of Outstanding Debt by Type
Last Ten Fiscal Years
$436
$434
$424
$409
$396
$385
$371
$2,049
$2,258 $2,182
0 500
1,000
1,500
2,000
2,500
2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 Fiscal Year
Outstanding Debt per Capita
Last Ten Fiscal Years
198
Percent of
Average
per Percent
Pension Taxable Taxable Debt Capita of Debt by
Fiscal Year
Obligation
Bonds Lease Payable
Subscription
Liabilities Total
Assessed Value
(3)
Assessed
Value per Capita
Personal
Income (4)
Personal
Income
2013-14 - - - - 4,957,766,359 0.53% 436 23,037 1.89%
2014-15 - - - - 5,170,329,875 0.51% 434 23,032 1.88%
2015-16 - - - - 5,453,097,097 0.47% 424 22,808 1.86%
2016-17 - - - - 5,686,952,300 0.44% 409 23,246 1.76%
2017-18 - - - - 6,005,395,708 0.40% 396 23,584 1.68%
2018-19 - - - - 6,397,613,521 0.37% 385 24,282 1.58%
2019-20 - - - - 6,800,580,594 0.33% 371 25,991 1.43%
2020-21 22,250,277 304,112 - 22,554,389 7,223,980,473 1.71% 2,049 27,372 7.49% 2021-22 21,592,275 158,923 205,064 21,956,262 7,508,508,782 1.80% 2,258 28,211 8.00% 2022-23 20,787,074 13,353 279,567 21,079,994 8,074,173,543 1.62% 2,182 30,493 7.15% NOTES:
(1) State of California, Finance Department
(2) The City of Gardena had 6 Certificates of Participations at the end of fiscal year 1996-97. At the end of fiscal year 2005-06, there were only two Certificates of Participation Series 2001A and 2006AB&C. During the fiscal year 2005-06, the City refunded the Certificates of Participation Series 1994 and 1999 A & B by Series 2006 A B & C.

In fiscal year 2006-07, the City refunded Certificates of Participation Series 2001A by the Refunding Revenue COPs series 2007A.

In fiscal year 2014-15, the City refunded Certificates of Participation Series 2006 B by the Taxable Lease Revenue Refunding Bonds 2014.

In fiscal year 2016-17, the City refunded Certificates of Participation Series 2006 C by the 2017 Direct Purchase Lease. -Refer to Notes in the Financial Statement for details of the City's outstanding debt (3) Assessed value has been used because the actual value of taxable property is not readily available in the State of California (4) Income data was provided by HDL Coren & Cone using City of Gardena Average per Capita Personal Income.

Sources: City of Gardena, Administrative Services Department - Finance Division County of Los Angeles, Auditor-Controller Office/Tax Division

BUSINESS-TYPE ACTIVITIES
City of Gardena
Ratio of Outstanding Debt by Type (Continued)
Last Ten Fiscal Years
199
City of Gardena
Annual Comprehensive Financial Report
For the Year Ended June 30, 2023
(This page is intentionally left blank)
200
(1)
Net
Fiscal Operating Available Percent
Year Revenue Expenses Revenue Principal Interest Coverage 2018-19 60,267,575 67,269,131 (7,001,556) 100,000 88,075 (37.23) 2019-20 55,906,560 61,786,869 (5,880,309) 105,000 83,075 (31.27) 2020-21 79,772,701 61,625,048 18,147,653 110,000 77,825 96.62 2021-22 80,865,048 67,821,502 13,043,546 115,000 72,325 69.63 2022-23 84,162,512 75,849,689 8,312,823 120,000 66,575 44.55 NOTES:
(1) On January 24, 2007, the City issued the Refunding Revenue Bonds, Series 2007A to refund the Certificates of Participation Series 2001A. No principal and interest were paid during the fiscal year 2006-07. -Details regarding the City's outstanding debt can be found in the notes to the financial statements. -Shortfall in net available revenue was covered by the general fund balance Sources: City of Gardena, Administrative Services Department - Finance Division Debt Service
Refunding Certificates of Participation
City of Gardena
Pledged-Revenue Coverage
Last Five Fiscal Years
201
Percent
of
Less: Amounts Less: Amounts Taxable Taxable Debt
Fiscal Certificates of Available in Debt Pension Available in Debt Assessed Assessed per Year Population (1) Participation Service Fund (2) Obligation Bonds Service Fund (3) Total Value Value Capita 2013-14 60,082 21,455,000 570,000 - - 20,885,000 4,784,812,315 0.44% 348 2014-15 60,414 12,370,000 600,000 - - 11,770,000 4,957,766,359 0.24% 195 2015-16 60,785 11,770,000 640,000 - - 11,130,000 5,170,329,875 0.22% 183 2016-17 60,721 9,170,000 460,000 - - 8,710,000 5,453,097,097 0.16% 143 2017-18 61,246 8,710,000 490,000 - - 8,220,000 5,686,952,300 0.14% 134 2018-19 61,042 8,220,000 520,000 - - 7,700,000 6,397,613,521 0.12% 126 2019-20 60,937 7,700,000 550,000 - - 7,150,000 6,800,580,594 0.11% 117 2020-21 60,344 7,150,000 585,000 101,280,000 2,995,000 104,850,000 7,223,980,473 1.45% 1,738 2021-22 59,947 6,565,000 625,000 98,285,000 3,665,001 100,559,999 7,508,508,782 1.34% 1,677 2022-23 59,809 5,940,000 665,000 94,620,000 4,210,000 95,685,000 8,074,173,543 1.19% 1,600 Source: (1) State of California, Finance Department.
(2) This is the amount for the COP debt service principal payments in the current fiscal year. (3) This is the amount for the POB debt service principal payments in the current fiscal year.

OUTSTANDING GENERAL BONDED DEBT
City of Gardena
Ratio of General Bonded Debt Outstanding
Last Ten Fiscal Years
$372 $360 $348
$195 $134 $126 $117
$1,738
$1,677
$1,600
0 200
400
600
800
1,000
1,200
1,400
1,600
1,800
2,000
2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 Fiscal Year
General Bonded Debt Outstanding per Capita
Last Ten Fiscal Years
202
2022-23 Assessed Valuation: $8,074,173,543
Percent City's Share
Total Debt Applicable of Debt
Overlapping Tax and Assessment Debt: 06/30/2023 To City (1) 06/30/2023 Metropolitan Water District $ 0.222 % 42,657 19,215,000 $ Los Angeles Community College District 4,500,730,000 0.753 % 33,890,497 Los Angeles Unified School District 10,704,725,000 0.920 % 98,483,470 California Statewide Communities Development Authority 1915 Act Bonds 6,375,000 100.000 % 6,375,000 TOTAL GROSS OVERLAPPING TAX AND ASSESSMENT DEBT $ 138,791,624 Less: Los Angeles Unified School District supported general obligation bonds 2,755,183 TOTAL NET OVERLAPPING TAX AND ASSESSMENT DEBT $ 136,036,441 Direct and Overlapping General Fund Debt
Los Angeles County General Fund Obligations $ 2,601,551,282 0.426 % 11,082,608 $ Los Angeles County Superintendent of Schools Certificates of Participation 3,403,487 0.426 % 14,499 Los Angeles Unified School District Certificates of Participation 97,870,000 0.920 % 900,404 City of Gardena General Fund Obligations 28,610,000 100.000 % 28,610,000 City of Gardena Pension Obligation Bonds 94,620,000 100.000 % 94,620,000 Los Angeles County Sanitation District No. 5 Authority 1,269,835 5.971 % 75,822 TOTAL DIRECT AND OVERLAPPING GENERAL FUND DEBT $ 135,303,333 TOTAL DIRECT DEBT $ 123,230,000
TOTAL GROSS OVERLAPPING DEBT $ 150,864,957
TOTAL NET OVERLAPPING DEBT $ 148,109,774
GROSS COMBINED TOTAL DEBT $ 274,094,957 (2)
NET COMBINED TOTAL DEBT $ 271,339,774
Ratios to 2022-23 Assessed Valuation:

Direct Debt ($123,230,000)…........................................................................ 1.53% Total Gross Overlapping Tax and Assessment Debt….................................. 1.72% Total Net Overlapping Tax and Assessment Debt…..................................... 1.68% Gross Combined Total Debt…....................................................................... 3.39% Net Combined Total Debt…...........................................................................3.36% City of Gardena
Direct and Overlapping Bonded Debt
June 30, 2023
(1) The percentage of overlapping debt applicable to the City is estimated using taxable property value. Applicable percentages were estimated by determining the portion of the overlapping district's assessed value that is within the boundaries of the City divided by the district's total taxable assessed value. (2) Excludes tax and revenue anticipation notes, enterprise revenue, mortgage revenue, non-bonded capital lease obligations, and sales tax revenue bonds. 203
21-22 21-22 20-21 19-20 18-19
Assessed valuation $8,074,173,543 $7,508,508,782 $7,223,980,473 $6,800,580,594 $6,397,613,521 Conversion percentage 25% 25% 25% 25% 25%
Adjusted assessed valuation 2,018,543,386 1,877,127,196 1,805,995,118 1,700,145,149 1,599,403,380 Debt limit percentage 15% 15% 15% 15% 15%
Debt limit $302,781,508 $281,569,079 $270,899,268 $255,021,772 $239,910,507 Total net debt applicable to limit:

General obligation bonds - - - - -
Legal debt margin $302,781,508 $281,569,079 $270,899,268 $255,021,772 $239,910,507 Total debt applicable to the limit
as a percentage of debt limit - 0% - 0% - 0% - 0% - 0%
Section 43605 of the Government Code of the State of California provides for a legal debt limit of 15% of gross assessed valuation. However, this provision was enacted when assessed valuation was based upon 25% OF MARKET VALUE. Effective with 1981-82 fiscal year, each parcel is now assessed at 100% of market value (as of the most recent change in ownership for that parcel). The Computations shown above reflect a conversion of assessed valuation data for each fiscal year from current full valuation perspective to the 25% level that was in effect at the time the legal debt margin was enacted by the State of California for local governments located within the State.

Source: City of Gardena, Administrative Services Department - Finance Division Fiscal Year
City of Gardena
Legal Debt Margin Information
Last Ten Fiscal Years
204
17-18 16-17 15-16 14-15 13-14
Assessed valuation $6,005,395,708 $5,686,952,300 $5,453,097,097 $5,170,329,875 $4,957,766,359 Conversion percentage 25% 25% 25% 25% 25%
Adjusted assessed valuation 1,501,348,927 1,421,738,075 1,363,274,274 1,292,582,469 1,239,441,590 Debt limit percentage 15% 15% 15% 15% 15%
Debt limit $225,202,339 $213,260,711 $204,491,141 $193,887,370 $185,916,238 Total net debt applicable to limit:

General obligation bonds - - - - -
Legal debt margin $225,202,339 $213,260,711 $204,491,141 $193,887,370 $185,916,238 Total debt applicable to the limit
as a percentage of debt limit - 0% - 0% - 0% - 0% - 0%
Section 43605 of the Government Code of the State of California provides for a legal debt limit of 15% of gross assessed valuation. However, this provision was enacted when assessed valuation was based upon 25% OF MARKET VALUE. Effective with 1981-82 fiscal year, each parcel is now assessed at 100% of market value (as of the most recent change in ownership for that parcel). The Computations shown above reflect a conversion of assessed valuation data for each fiscal year from current full valuation perspective to the 25% level that was in effect at the time the legal debt margin was enacted by the State of California for local governments located within the State.

SOURCE: City of Gardena, Administrative Services Department - Finance Division City of Gardena
Legal Debt Margin Information (Continued)
Last Ten Fiscal Years
Fiscal Year
0 50
100
150
200
250
300
350
2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 $186
$194 $204 $213 $225
$240
$255
$271 $282 $303
(in Million)
Fiscal Year
Legal Debt Margin
Last Ten Fiscal Years
205
FISCAL

YEAR PRINCIPAL INTEREST TOTAL PRINCIPAL INTEREST TOTAL PRINCIPAL INTEREST TOTAL 2022-2023 $ 398,910 625,000 $ 1,023,910$ $ 65,000 $ 438,366 503,366$ $ 120,000 $ 66,575 186,575$ 2023-2024 665,000 357,759 1,022,759 70,000 435,799 505,799 125,000 60,575 185,575 2024-2025 705,000 314,056 1,019,056 70,000 433,034 503,034 130,000 54,325 184,325 2025-2026 750,000 267,641 1,017,641 75,000 429,709 504,709 135,000 47,825 182,825 2026-2027 800,000 218,196 1,018,196 75,000 426,148 501,148 145,000 41,075 186,075 2027-2028 850,000 165,561 1,015,561 80,000 422,586 502,586 155,000 33,825 188,825 2028-2029 905,000 109,577 1,014,577 85,000 418,787 503,787 160,000 25,881 185,881 2029-2030 965,000 1,014,924 49,924 815,000 414,750 1,229,750 170,000 17,681 187,681 2030-2031 300,000 309,570 9,570 1,175,000 374,000 1,549,000 175,000 183,969 8,969 2031-2032 1,235,000 315,250 1,550,250
2032-2033 1,295,000 253,500 1,548,500
2033-2034 1,355,000 188,750 1,543,750
2034-2035 1,430,000 121,000 1,551,000
2035-2036 990,000 1,039,500 49,500
2036-2037
2037-2038
2038-2039
2039-2040
2040-2041
TOTAL 6,565,000$ 1,891,192$ 8,456,192$ 8,815,000$ 4,721,178$ $ 1,315,000 13,536,178 $ 356,731$ 1,671,731$ City of Gardena
Debt Service Payment Schedule
2006 A REF COPS 2014 TAXABLE LEASE BONDS 2007A REV REF BONDS 206
FISCAL

YEAR PRINCIPAL INTEREST TOTAL PRINCIPAL INTEREST TOTAL PRINCIPAL INTEREST TOTAL 2022-2023 $ 8,798 280,000 $ 288,798$ $ 3,665,000 $ 2,938,951 $ 6,603,951 440,000$ 498,000$ 938,000$ 2023-2024 285,000 287,950 2,950 4,210,000 2,891,196 7,101,196 465,000 476,000 941,000 2024-2025 4,800,000 2,827,962 7,627,962 490,000 452,750 942,750 2025-2026 5,075,000 2,746,266 7,821,266 510,000 428,250 938,250 2026-2027 5,175,000 2,641,416 7,816,416 540,000 402,750 942,750 2027-2028 5,295,000 2,518,976 7,813,976 565,000 375,750 940,750 2028-2029 5,440,000 2,377,970 7,817,970 595,000 347,500 942,500 2029-2030 5,590,000 2,227,663 7,817,663 620,000 317,750 937,750 2030-2031 5,750,000 2,067,621 7,817,621 655,000 286,750 941,750 2031-2032 5,920,000 1,897,249 7,817,249 685,000 254,000 939,000 2032-2033 6,105,000 1,714,143 7,819,143 715,000 226,600 941,600 2033-2034 6,295,000 1,521,042 7,816,042 740,000 198,000 938,000 2034-2035 6,500,000 1,315,636 7,815,636 765,000 175,800 940,800 2035-2036 6,720,000 1,097,041 7,817,041 790,000 152,850 942,850 2036-2037 6,975,000 838,052 7,813,052 810,000 129,150 939,150 2037-2038 7,245,000 569,236 7,814,236 835,000 104,850 939,850 2038-2039 7,525,000 290,014 7,815,014 860,000 79,800 939,800 2039-2040 885,000 54,000 939,000
2040-2041 915,000 27,450 942,450
TOTAL 565,000$ $ 11,747 576,747$ $ 32,480,434 98,285,000 $ 130,765,434 $ 12,880,000 $ 4,988,000 $ $ 17,868,000 City of Gardena
Debt Service Payment Schedule (Continued)
2017 DIRECT LEASE 0 TAXABLE PENSION OBLIGATION BON 2021 LEASE REVENUE BONDS 207
FISCAL

YEAR PRINCIPAL INTEREST TOTAL
2022-2023 $ 4,349,599 5,195,000 $ 9,544,599 $
2023-2024 4,224,278 5,820,000 10,044,278
2024-2025 4,082,126 6,195,000 10,277,126
2025-2026 3,919,691 6,545,000 10,464,691
2026-2027 3,729,585 6,735,000 10,464,585
2027-2028 3,516,698 6,945,000 10,461,698
2028-2029 3,279,715 7,185,000 10,464,715
2029-2030 3,027,768 8,160,000 11,187,768
2030-2031 2,746,910 8,055,000 10,801,910
2031-2032 2,466,499 7,840,000 10,306,499
2032-2033 2,194,243 8,115,000 10,309,243
2033-2034 1,907,792 8,390,000 10,297,792
2034-2035 1,612,436 8,695,000 10,307,436
2035-2036 1,299,391 8,500,000 9,799,391
2036-2037 967,202 7,785,000 8,752,202
2037-2038 674,086 8,080,000 8,754,086
2038-2039 369,814 8,385,000 8,754,814
2039-2040 54,000 885,000 939,000
2040-2041 27,450 915,000 942,450
TOTAL 128,425,000 $ 44,449,282 $ 172,874,282 $
City of Gardena
Debt Service Payment Schedule (Continued)

ANNUAL BOND OBLIGATIONS
208
City of City of Average Los Angeles Average Gardena Per Capita Gardena Gardena Gardena Annual County Annual Personal Personal LAUSD Gardena Unemployment Housing Population Percentage Population Percentage Income Income Enrollment Employment Rate Year Units (1) Increase (1) Increase (1,000s) (2) (2) (3) (4) (4) 2014 21,629 60,082 0.87% 10,041,797 0.84% 1,384,109 23,037 651,322 27,700 8.20% 2015 21,649 60,414 0.55% 10,136,559 0.94% 1,384,454 23,032 643,493 28,200 6.70% 2016 21,714 60,785 0.61% 10,400,000 2.60% 1,386,384 22,808 664,774 29,000 5.20% 2017 21,815 60,721 -0.11% 10,271,018 -1.24% 1,411,571 23,246 713,871 29,500 4.40% 2018 21,815 61,246 0.86% 10,163,507 -1.05% 1,444,440 23,584 694,096 29,300 4.80% 2019 22,092 61,042 -0.33% 10,105,518 -0.57% 1,482,260 24,282 673,849 29,000 4.70% 2020 22,137 60,937 -0.17% 10,079,000 -0.26% 1,583,855 25,991 464,731 24,900 4.50% 2021 22,371 60,344 -0.97% 10,044,458 -0.34% 1,651,792 27,372 628,468 27,400 9.80% 2022 22,761 59,947 -0.66% 9,861,224 -1.82% 1,691,219 28,211 565,479 27,900 4.80% 2023 22,933 59,809 -0.23% 9,761,210 -1.01% 1,823,814 30,493 563,083 27,900 4.80% NOTES:
(1) State of California, Finance Department. (2) Income data was provided by HDL Coren & Cone using City of Gardena Average per Capita Personal Income. (3) Student Enrollment is from LAUSD website. LAUSD does not have breakdown per City count. (4) Employment and Unemployment rates are provided by the EDD's Labor Market Information Division.

City of Gardena
Demographic and Economic Statistics
Last Ten Calendar Years
60,082
60,414
60,785 60,721
61,246
61,042 60,937
60,344
59,947
59,809
58,500
59,000
59,500
60,000
60,500
61,000
61,500
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
Calendar Year
City of Gardena Population
Last Ten Calendar Years
209
2020* 2014
Percent of Percent of
Number of Total Number of Total
Employer Business Type Employees Employment Employees Employment United Parcel Service Inc. Delivery 789 2.83%
Gardena Memorial Hospital Hospital services 750 2.69%
Nissin Foods Company Manufacturing 550 1.97%
Hustler Casino Casino 465 1.67%
Air Fayre Airline caterers 289 1.04%
Avcorp Manufacturing parts 289 1.04%
Larry Flynt's Lucky Lady Casino Casino 245 0.88%
Southwest Offset Printing Book binding and printing 235 0.84% Kindred Hospital South Bay Hospital services 225 0.81%
Target Retail 200 0.72%
Hustler Casino Casino 744 2.69%
Gardena Memorial Hospital Hospital services 740 2.67%
United Parcel Service Inc. Delivery 348 1.26%
Hitco Carbon Composites, Inc. Manufacturing parts 486 1.75% Normandie Club, LP Casino 430 1.55%
Southwest Offset Printing Book binding and printing 365 1.32% Target Retail 217 0.78%
Ramona's Mexican Food Food 150 0.54%
Sam's Club Retail 150 0.54%
Gardena Honda Auto Sales 122 0.44%
Total top ten employers 4,037 3,752
Total City Employment
1 27,900 27,700
*Used 2020 employment data as 2023 was unavailable
NOTE: Non-Governmental Employers.

Several potential businesses that may qualify for Top 10 ranking. However, current employee counts were unattainable at the time of report preparation. Previous historical data is not available. 1 Total City employment provided by EDD-Labor Market Information Division.

SOURCE: Economic Development Staff
City of Gardena
Ten Principal Employers
Current Year and Nine Years Ago
210
2023 2022 2021 2020 2019
Federal Unemployment Rate 3.8% 3.5% 4.8% 8.4% 3.7%
State Unemployment Rate 4.6 3.9 6.4 10.8 4.0
County Unemployment Rate 5.0 4.8 9.7 15.1 4.5
City Unemployment Rate 4.7 4.8 9.8 15.2 4.7
Source: State of California Employment Development Department; Los Angeles-Long Beach Metropolitan Statistical Area and United States Bureau of Labor Statistics.

Employment
The following table shows unemployment information for the United States (the "Federal"), California (the "State"), Los Angeles County (the "County") and the City of Gardena (the "City") for calendar years 2018 through 2022.

City of Gardena
Unemployment Rates
Last Five Calendar Years
211
Function 2022-23 2021-22 2020-21 2019-20 2018-19 2017-18 2016-17 2015-16 2014-15 2013-14 General government 130 120 115 151 181 209 186 181 181 181 Public safety 125 124 126 149 140 142 154 160 157 162
Public works 45 46 44 56 47 31 51 50 50 47
Community development 21 15 12 15 18 15 19 18 17 16
Transit - Bus line 143 141 136 165 148 140 140 144 147 143 Total 464 446 433 536 534 537 550 553 552 549
Source: City of Gardena, Administrative Services Department - Finance Division Fiscal Year
City of Gardena
Full-Time and Part-Time City Employees
by Function
Last Ten Fiscal Years
549
552
553
550
537
534
536
433
446
464
0 100
200
300
400
500
600
2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 Fiscal Year
City of Gardena Employment
Last Ten Fiscal Years
212
Name of Union
Number of
Employees
Represented as of
June 30, 2023
Number of
Employees
Represented as of
June 30, 2022
Number of
Employees
Represented as of
June 30, 2021
Number of
Employees
Represented as of
June 30, 2020
Expiration of
Contract
Gardena Municipal Employees Association 239 224 220 253 6/30/2025 Gardena Management Employees Organization 19 19 21 19 6/30/2025 Gardena Police Officers Association 89 84 86 79 7/31/2024 Gardena Police Executive Association 6 6 6 7 N/A
353 333 333 358
Source: City of Gardena
City of Gardena
Employee Union Representation
213
Function 2022-23 2021-22 2020-21 2019-20 2018-19 2017-18 2016-17 2015-16 2014-15 2013-14 Police:

Arrests 1,921 1,674 1,547 1,761 2,183 2,901 2,642 2,423 4,499 3,251 Number of parking citations issued 17,942 20,293 30,000 27,568 29,868 29,254 23,145 22,665 11,203 24,622 Public works:

Street resurfacing (miles) 4.17 3.58 2.25 5.68 19.06 0.49 4.52 2.95 7.00 3.38 Traffic lights and signals 91 91 91 91 91 91 91 90 89 88 Parks and recreation:

Number of recreation classes 216 272 0 432 1,374 1,226 1,410 1,466 1,150 1,080 Number of facility rentals 2,717 584 0 53 1,977 1,112 1,222 1,221 1,164 1,072 Transit:

Number of customers served (1) 1,910,285 1,606,377 1,203,880 2,406,910 2,943,363 3,110,354 3,094,180 3,610,718 3,687,038 3,689,142 NOTE:
(1) Fiscal Year 2017-18 data includes Fixed Route and Demand Response customers. Prior Year data includes Fixed Route only.

Source: City of Gardena, Administrative Services Department City of Gardena
Operating Indicators
by Function
Last Ten Fiscal Years
Fiscal Year
214
Function 2022-23 2021-22 2020-21 2019-20 2018-19 2017-18 2016-17 2015-16 2014-15 2013-14 Police:

Stations 1 1 1 1 1 1 1 111
Public works:

Streets (miles)
-Two lanes street 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 -Four lanes street 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 50.0 50.0 -Alley 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
-Sidewalks 113.5 113.5 113.5 113.5 113.5 113.5 113.5 113.5 113.5 113.5 Street lights
-Edison maintenance (1) 3,250 3,250 3,337 3,337 3,392 3,327 3,321 3,350 3,319 3,181 -City maintenance 194 194 193 193 194 191 198 385 197 192 Traffic signals 69 69 69 69 69 69 69 70 69 68
Traffic signals (shared) 22 22 22 22 22 22 22 23 20 20
Parks and recreation:

Number of parks 6 6 6 6 6 6 6 666
Number of parkette 1 1 1 1 1 1 1 111
Number of municipal pool 1 1 1 1 1 1 1 111
Number of gymnasiums 2 2 2 2 2 2 2 222
Community center 1 1 1 1 1 1 1 111
Transit:

Stations 1 1 1 1 1 1 1 111
Bus stops 492 492 492 492 492 492 595 595 595 595
NOTES:
(1) Streetlights maintained by Southern California Edison Company.

Source: City of Gardena, Administrative Services Department - Finance Division City of Gardena
Capital Asset Statistics
by Function
Last Ten Fiscal Years
Fiscal Year
215
City of Gardena
Annual Comprehensive Financial Report
For the Year Ended June 30, 2023
(This page is intentionally left blank)
216
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707

REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND ON COMPLIANCE AND

OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED IN

ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS
Independent Auditors’ Report
To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California
We have audited, in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the City of Gardena, California (“City”), as of and for the year ended June 30, 2023, and the related notes to the basic financial statements, which collectively comprise the City’s basic financial statements, and have issued our report thereon dated December 7, 2023.

Report on Internal Control Over Financial Reporting
In planning and performing our audit of the financial statements, we considered the City’s internal control over financial reporting (“internal control”) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, we do not express an opinion on the effectiveness of the City’s internal control.

A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements, on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the City’s financial statements will not be prevented, or detected and corrected, on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance.

Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that were not identified.

To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California

218
Report on Compliance and Other Matters
As part of obtaining reasonable assurance about whether the City’s financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the determination of financial statement. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards.

Purpose of this Report
The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City’s internal control and compliance. Accordingly, this communication is not suitable for any other purpose.

Santa Ana, California
December 7, 2023
City of Gardena
Family Child Care Program
Gardena, California
Independent Auditors’ Reports and
Financial Statements
For the Year Ended June 30, 2023

City of Gardena Family Child Care Program
For the Year Ended June 30, 2023
Table of Contents
Page
General Information ................................................................................................................................................. i Independent Auditors’ Report on the Financial Statements ............................................................................... 1 Financial Statements:

Balance Sheet ...................................................................................................................................................... 7 Statement of Revenues, Expenditures, and Change in Fund Balance ................................................................. 8 Notes to the Financial Statements. .................................................................................................................... 11 Supplementary Information:

Reserve Fund Calculation – Center Based Program ......................................................................................... 17 Schedule of Expenditures by State Categories .................................................................................................. 18

Schedule of Claimed Administrative Costs ....................................................................................................... 19

Schedule of Claimed Equipment Expenditures ................................................................................................. 20

Schedule of Claimed Expenditures for Renovations and Repairs ..................................................................... 21 Audited Enrollment, Attendance and Fiscal Report for Child Care and Development Programs .................... 23 Child Care and Development Programs Certified Children Days of Enrollment and Attendance .................. 27 Audited Reserve Account Activity Report ........................................................................................................ 29 Notes to the Child Care and Development Programs Supplemental Information ............................................. 31 Other Required Information:

Independent Auditors’ Report on Internal Control Over Financial Reporting and on Compliance (Including Those Contained in the CDSS Audit Guide) and Other Matters Based on an Audit of the Program’s Financial Statements Performed in Accordance with Government Auditing Standards ......................................................... 33 Independent Auditors’ Report on Compliance for the Family Child Care Program Required by California Department of Social Services Audit Guide and Report on Internal Control Over Compliance ....................................................................................... 35 Schedule of Findings and Questioned Costs ..................................................................................................... 38 This page intentionally left blank.

City of Gardena Family Child Care Program
For the Year Ended June 30, 2023
General Information
i
Name of Agency
City of Gardena
Recreation and Human Services Department
1651 West 162nd Street
Gardena, California 90247
Program Numbers
19-2180-00-2 (CCTR-2085)
Director of Recreation and Human Services Department
Stephany Santin
City Manager
Clint Osorio
Period Covered
The Fiscal Year Ended June 30, 2023
Days of Operation
255
Hours of Operation
Family day care homes’ hours are slightly flexible, generally opening at 6:00 am and closing at 6:00 pm. ii
This page intentionally left blank.
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707

INDEPENDENT AUDITORS' REPORT
To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California
Report on the Audit of the Financial Statements
Opinion
We have audited the accompanying financial statements of the City of Gardena, California (the “City”) Family Child Care Program (the “Program”), which comprise the balance sheet as of June 30, 2023 and the related statement of revenues, expenditures, and change in fund balance for the year then ended, and the related notes to the financial statements, as listed in the table of contents.

In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of the Program as of June 30, 2023, and the respective changes in financial position thereof for the year then ended in accordance with accounting principles generally accepted in the United States of America.

Basis for Opinion
We conducted our audit in accordance with auditing standards generally accepted in the United States of America (“GAAS”) and the standard applicable to financial audits contained in Governmental Auditing Standards, issued by the Comptroller General of the United States. Our responsibilities under those standards are further described in the Auditors’ Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent of the City and the Program and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion.

Emphasis of Matter
As discussed in Note 1, the financial statements present only the Program and do not purport to, and do not, present fairly the financial position of the City of Gardena, California, as of June 30, 2023, the changes in its financial position, or where applicable, its cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America. Our opinion is not modified with respect to this matter.

Responsibilities of Management for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America, and for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error.

To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California

2 In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about Program’s ability to continue as a going concern for twelve months beyond the financial statement date, including any currently known information that may raise substantial doubt shortly thereafter.

Auditors’ Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditors’ report that includes our opinion.

Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with GAAS and Government Auditing Standards will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatements are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements.

In performing an audit in accordance with GAAS and Government Auditing Standards, we:
 Exercise professional judgment and maintain professional skepticism throughout the audit.  Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements.  Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, no such opinion is expressed.  Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements.  Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the City’s Program’s ability to continue as a going concern for a reasonable period of time.

We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal control-related matters that we identified during the audit.

Required Supplementary Information
Management has omitted Management’s Discussion and Analysis that accounting principles generally accepted in the United States of America require to be presented to supplement the basic financial statements. Such missing information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board, who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. Our opinion on the basic financial statements is not affected by this missing information.

To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California

3 Supplementary Information
Our audit was conducted for the purpose forming an opinion on the financial statements of the Program. The Supplementary Information are presented for purposes of additional analysis and are not a required part of the financial statements of the Program. The Supplementary Information consists of the Reserve Fund Calculation – Center Based Program, the Schedule of Expenditures by State Categories, the Schedule of Claimed Administrative Costs, the Schedule of Claimed Equipment Expenditures, the Schedule of Claimed Expenditures for Renovations and Repairs, the Audited Enrollment, Attendance and Fiscal Report for Child Care and Development Programs, Child Care and Development Programs Certified Children Days of Enrollment and Attendance, and the Audited Reserve Account Activity Report, are the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the Program’s financial statements.

The information has been subjected to the auditing procedures applied in the audit of the Program’s financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the financial statements or to the financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, the Reserve Fund Calculation – Center Based Program, the Schedule of Expenditures by State Categories, the Schedule of Claimed Administrative Costs, the Schedule of Claimed Equipment Expenditures, the Schedule of Claimed Expenditures for Renovations and Repairs, the Audited Enrollment, Attendance and Fiscal Report for Child Care and Development Programs, Child Care and Development Programs Certified Children Days of Enrollment and Attendance, and the Audited Reserve Account Activity Report are fairly stated, in all material respects, in relation to the Program’s financial statements as a whole.

Other Information
Management is responsible for the other information included in the Program’s financial statements. The other information comprises the introductory and general information but does not include the Program’s financial statements and our auditors’ report thereon. Our opinion on the Program’s financial statements do not cover the other information and we do not express an opinion or any form of assurance thereon.

In connection with our audit of the Program’s financial statements, our responsibility is to read the other information and consider whether a material inconsistency exists between the other information and the Program’s financial statements, or the other information otherwise appears to be materially misstated. If, based on the work performed, we conclude that an uncorrected material misstatement of the other information exists, we are required to describe it in our report.

Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have also issued our report dated November 1, 2023, on our consideration of the City’s internal control over the Program’s financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and other matters. The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control over Program’s financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City’s internal control over the Program’s financial reporting and compliance.

Santa Ana, California
November 1, 2023
4 This page intentionally left blank.

FINANCIAL STATEMENTS
5 This page intentionally left blank.
6 ASSETS:

Cash and investments $ 144,874
Cash and investments - reserve fund 502,087
Due from other governments 78,295
Prepaid items 1,624
Total assets $ 726,880

LIABILITIES, DEFERRED INFLOWS OF RESOURCES, AND FUND BALANCE LIABILITIES:

Accounts payable $ 202,018
Accrued liabilities 3,046
Salaries and benefits payable 10,144
Total liabilities 215,208
DEFERRED INFLOWS OF RESOURCES:

Unavailable revenue 78,295
Total deferred inflows of resources 78,295
FUND BALANCE:

Restricted 433,377
Total fund balance 433,377
Total liabilities, deferred inflows of resources, and fund balance $ 726,880 City of Gardena Family Child Care Program
Balance Sheet
June 30, 2023
See accompanying Notes to the Financial Statements.
7 REVENUES:

Intergovernmental $ 3,041,050
Interest income 18,071
Miscellaneous 350
Total revenues 3,059,471
EXPENDITURES:

Current:

Salaries 510,237
Employee benefits 212,393
Books and supplies 40,126
Services, building and occupancy 64,799
Payments to providers 2,190,639
Other operating expenditures 83,337
Debt service:

Principal retirement 5,808
Interest and fiscal charges 5
Total expenditures 3,107,344
NET CHANGE IN FUND BALANCE (47,873)
FUND BALANCE:

Beginning of Year 481,250
End of Year $ 433,377
City of Gardena Family Child Care Program
Statement of Revenues, Expenditures, and Change in Fund Balance For the Year Ended June 30, 2023
See accompanying Notes to the Financial Statements.
8 9

NOTES TO THE FINANCIAL STATEMENTS
10 This page intentionally left blank.

City of Gardena Family Child Care Program
Notes to the Financial Statements
For the Year Ended June 30, 2023
11 Note 1 – Summary of Significant Accounting Policies
A. Reporting Entity
The accompanying financial statements of the City of Gardena, California (the “City”) Family Child Care Program (the “Program”) includes the financial activities of the City’s child care program. The financial operations of the Program are accounted for in the Family Child Care Special Revenue Fund (the “Fund”) of the City. The City’s child care program provides funding to child care facilities for children that are ages infant to thirteen years.

B. Measurement Focus Basis of Accounting
The financial statements are prepared in accordance with accounting principles generally accepted in the United States of America (“U.S. GAAP”) and to meet the requirements of the California Department of Social Services (“CDSS”).

The Program’s financial activities are reported using “current financial resources” measurement focus and the modified accrual basis of accounting where revenues are recognized in the accounting period in which they become measurable and available to pay liabilities of the current period. Revenues considered susceptible to accrual include charges for services, federal and state grants and interest. For these purposes, the Program considers revenues to be available if they are collected within 60 days of the end of the current fiscal year.

Expenditures are recognized in the accounting period in which the liability is incurred.

The accompanying financial statements are not intended to and does not present the financial position or results of operations of the City.

C. Cash and Investments
The Program’s cash is pooled with the City’s internal investment pool, which is considered to be cash on hand, demand deposits, and short-term investments with original maturity of three months or less from the date of acquisition.

D. Prepaid items
Certain payments to vendors reflect costs applicable to future accounting periods and are reported as prepaid items in the financial statements.

E. Deferred Inflows of Resources
In addition to liabilities, the balance sheet will sometimes report a separate section for deferred inflows of resources. This separate financial statement element, deferred inflows of resources, represents an acquisition of fund balance that applies to a future period(s) and so will not be recognized as an inflow of resources (revenue) until that time. The Program has one item reported in this category. The item arises only under a modified accrual basis of accounting for unavailable revenue. The governmental funds report unavailable revenues from one source: grant revenues. This amount is deferred and recognized as an inflow of resources in the period that the amounts become available.

City of Gardena Family Child Care Program
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
12 Note 1 – Summary of Significant Accounting Policies (Continued) F. Fund Balance
The Program only has restricted fund balance as defined below:

Restricted – Restricted fund balances encompass the portion of net fund resources subject to externally enforceable legal restrictions. This includes externally imposed restrictions by creditors, grantors, laws or regulations of other governments, as well as restrictions imposed by law through constitutional provisions or enabling legislation.

G. Use of Estimates
The preparation of the financial statements is prepared in accordance with U.S. GAAP and it requires management to make estimates and assumptions that affect certain reported amounts and disclosures.

Accordingly, actual results could differ from those estimates.

Note 2 – Cash and Investments
The Program’s share of the City’s cash and investments at June 30, 2023 was $646,961.

Cash is deposited in the City’s internal investment pool, which is reported at the amortized cost. The Program does not own specifically identifiable securities in the City’s pool. Interest income is allocated based on average cash balances. Investment policies and associated risk factors applicable to the Program are those of the City and are included in the City’s basic financial statements.

Note 3 – Reserve account
Child care and development contractors are allowed, with the CDSS approval, to maintain a reserve account from earned but unexpended child development contract funds. Only direct service child care and development programs that are funded under contract with the CDSS can expend the funds. In accordance with the stipulations of the Social Services Code, the Program maintains its reserve account in an interest-bearing account, and all interest earned is recorded in the appropriate reserve account. The reserve account balance at June 30, 2023 was $502,177. Upon termination of all child care contracts between the City and CDSS, the reserve account balance must be returned to CDSS.

The reserve account is restricted for child care and development programs but may be applied to any contracts that are eligible to contribute to that particular program type.

Note 4 – Parent Fees
Parent fees represent the portion of child care expenses that are paid by parents who do not qualify for the full subsidy. The parents pay the Program directly for their portion of the child care expenses. Due to the COVID-19 pandemic, the CDSS waived all parent fees for the year ended June 30, 2023.

City of Gardena Family Child Care Program
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
13 Note 5 – Child Care and Development Contracts
The Program contracts with the CDSS to conduct a child care and development programs. Program reimbursement is the lesser of allowable costs incurred and a maximum funding amount. For the year ended June 30, 2023, the Program recognized $3,041,050 (excluding the $18,421 of $18,071 interest income and $350 of miscellaneous income) of the maximum contract amount of $3,696,440 from contract number CCTR-2085. The program reported total program revenues in the amount of $3,059,470 from contract numbers CCTR-2085 for the year ended June 30, 2023.

The Program had the following grant expenditures and corresponding grant receipts for the year ended June 30, 2023 for contract numbers CCTR-2085.

Grant Grant Miscellaneous
Contract Award Revenues and Interest Grant
Number Amount Recognized Income Expenditures
Federal Grants:

Child Development CCTR-2085 $ 1,564,920 1,495,932 $ 18,421 $ 1,514,353 $ Total federal grants 1,564,920 1,495,932 18,421 1,514,353 State Grants:

Child Development CCTR-2085 2,131,520 $ 1,545,118 $ - $ 1,592,991 $ Total state grants 2,131,520 1,545,118 - 1,592,991
Total $ 3,041,050 3,696,440 $ 18,421 $ 3,107,344 $
Note 6 – Pension Plan
The Program, as part of the City, contributes to the California Public Employees Retirement System (“CalPERS”), an agent multiple-employer defined benefit pension plan. CalPERS acts as a common investment and administrative agent for participating public entities within the State of California. The Program is charged by the City for its share of pension contributions based upon rates established by CalPERS for the City’s general employees. For the year ended June 30, 2023, the Program reported $109,574 in pension contribution, including unfunded accrued liability contribution allocated to the Program.

For more detailed information about the City’s CALPERS pension plan, refer to the City’s 2023 Annual Comprehensive Financial Report.

Note 7 – Indirect Cost Allocation
Certain general and administrative costs are allocated to the Program by the City. The City’s indirect cost rate of 10% was determined through a cost allocation plan and met the CDSS maximum allowed rate.

For the year ended June 30, 2023, the indirect cost allocated to the Program amounted to $83,337.

City of Gardena Family Child Care Program
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
14 Note 8 – Self-Insurance Program
The Program is part of the City’s self-insurance program for state unemployment insurance and employee long-term disability. The City is self-insured for the first $750,000 on each workers’ compensation claims, and $750,000 on each general liability claim against the City. During the year ended June 30, 2023, the Program was not charged by the City’s Self-Insurance Liability Fund for liability claims.

Note 9 – Commitments and Contingencies
The Program receives state and federal funds for child development services that are subject to review and audit by the grantors. Although such audits could result in disallowed expenditures under terms of the grants, it is believed that any repayments resulting from disallowances will not be material.

Note 10 – Reconciliation from Restricted Fund Balance to Reserve Ending Balance The following is the reconciliation of restricted fund balance from the financial statements to CDSS Form 9530-A for the year ended June 30, 2023:

Restricted Fund Balance 433,377 $
Plus: Carryover reserve from prior year earned contract amount 68,710 Reserve Ending Balance 502,087 $
Note 11 – Subsequent Events
As of May 30, 2023, per Section-General Provisions, Sub Section-L. Contractor's Termination for Convenience (5 CCR 18024) of the CDSS Funding Terms and Conditions, the City provided the CDSS it’s 90 days' notice of intent to terminate the Agreement. The contract between CDSS and the Program was terminated effective August 31, 2023, with the Program’s last day being August 31, 2023.

SUPPLEMENTARY INFORMATION
15 This page intentionally left blank.
16 Reserve
Amount
Project No. 19-2180-00-2 (Center Based)
Contract No. CCTR-2085
The allowable amount to transfer to (from) the Center Based Reserve Fund is the lesser of the following three calculations:

1. 3,696,440 $ + $ 350 + $ - 3,107,344 8,833 $ = $ 598,279 MRA Miscellaneous Interest Net cost Possible Reserve
Amount

2. ( 3,413,684 $ - 350 $ - 8,833 $ ) - ( 3,107,344 $ - 350 $ - 8,833 $ ) = 306,340 $ Service Miscellaneous Interest Net costs Miscellaneous Interest Possible Reserve Earnings Amount

3. 3,696,440 $ x 15% ) - 492,849 $ = $ 61,617
MRA State Allowed % Beginning Reserve Possible Reserve
Amount
Transfer to reserve for the year ended June 30, 2023 $ 61,617 City of Gardena Family Child Care Program
Vendor Number: 2180
Reserve Fund Calculation - Center Based Program
For the Year Ended June 30, 2023
17 Center Based
Program
General
Program
CCTR-2085
$ 2,190,639
1000 Certificated salaries 91,338
2000 Classified salaries 418,899
3000 Employee benefits 212,393
4000 Books and supplies 40,126
5000 Services and other operating expenses 70,612
6100/6200 Other approved capital outlays -
6400 New equipment -
6500 Replacement equipment -
Depreciation or use allowance -
Indirect costs 83,337
Total expenditures claimed for reimbursement 3,107,344
Total supplemental expenses -
Total Expenditures $ 3,107,344
Expenditures
Direct payments to providers
City of Gardena Family Child Care Program
Schedule of Expenditures by State Categories
For the Year Ended June 30, 2023
18 Center Based
Program
General
Program
CCTR-2085
2000 Classified salaries $ 146,257
Total salaries 146,257
3000 Employee benefits 56,957
Total employee benefits 56,957
Postage 763
Office supplies 3,222
4000 Total books and supplies 3,985
Contract services 18,779
Equipment maintenance 10,036
Professional services 10,032
Wireless Communications 1,393
Dues and subscriptions 768
Conferences and meetings 5,053
Rental charges 3,622
Software maintenance 3,297
Indirect costs 83,337
5000 Total contracted services and
other operating expenditures 136,317
Total administrative expenditures $ 343,516
City of Gardena Family Child Care Program
Schedule of Claimed Administrative Costs
For the Year Ended June 30, 2023
19 Capitalized Equipment Start-Up Non-CD
Expensed on the AUD with Prior Written Approval CCTR2085 Subcontract Programs Total Nonoe - $ - $ - $ - $
Subtotal - - - -
Capitalized Equipment
Expensed on the AUD without Prior Written Approval
Nonoe - - - -
Subtotal - - - -
Total - $ - $ - $ - $
City of Gardena Family Child Care Program
Schedule of Claimed Equipment Expenditures
For the Year Ended June 30, 2023
20 Expenditures Over Expenditures Over
Expenditures Under $10,000 Unit Cost $10,000 Unit Cost
$10,000 Unit Cost With CDSS Approval Without CDSS Approval Cost Item Cost Item Cost Item
$ - - $ - $
City of Gardena Family Child Care Program
Schedule of Claimed Expenditures for Renovations and Repairs For the Year Ended June 30, 2023
No renovation and repair
expenditures using
contract funds
No renovation and repair
expenditures using
contract funds
No renovation and repair
expenditures using
contract funds
21 This page intentionally left blank.
22 California Health & Human Services Agency California Department of Social Services AUD 9500 (6/23) Page 1 of 5

AUDITED ENROLLMENT, ATTENDANCE AND FISCAL REPORT FOR CHILD CARE AND DEVELOPMENT PROGRAMS Audit Report Page
Full Name of ContractorSection 1 - Number of Counties Where Services are Provided Number of counties where the agency provided services to certified children (Form AUD 9500.1):Number of counties where the agency provided mental health consultation services to certified children (Form AUD 9500.2):Number of counties where the agency provided services to non-certified children (Form AUD 9500.3):Number of counties where the agency provided mental health consultation services to non-certified children (Form AUD 9500.4):Total enrollment and attendance forms to attach:Note: For each of the above categories, submit one form for each service county for the fiscal year.

Section 2 - Days of Enrollment, Attendance and Operation Column A
Cumulative FY
CDNFS 9500
Column B
Audit
Adjustments
Column C
Cumulative
per Audit
Column D
Adjusted Days
per Audit
Total Certified Days of EnrollmentTotal Certified Days of Enrollment with Mental Health Consultation ServicesDays of Attendance (including MHCS)Total Non-Certified Days of EnrollmentTotal Non-Certified Days of Enrollment with Mental Health Consultation ServicesDays of Operation Fiscal Year Ending June 30, 2023Contract Number Vendor Code CCTR-20852180
City of Gardena
1 1
40,179 2 40181 54,479.4765
0 38,719 191 38910 N/A
0 0
255 255 N/A
23 California Health & Human Services Agency California Department of Social Services AUD 9500 (6/23) Page 2 of 5
Audit Report Page
Full Name of Contractor Contract Number
Column A
Cumulative FY
CDNFS 9500
Column B
Audit
Adjustments
Column C
Cumulative
per Audit
Restricted Income - Child Nutrition ProgramsRestricted Income - County Maintenance of Effort (WIC Section 10308.5)Restricted Income - American Rescue Plan Act (ARPA)Restricted Income - Other:

Restricted Income - Subtotal
Transfer From ReserveWaived Family Fees for Certified ChildrenInterest Earned on Child Development Apportionment PaymentsUnrestricted Income - Fees for Non-Certified ChildrenUnrestricted Income - Head StartUnrestricted Income - Other:

Total Revenue
Section 3 - RevenueComments:

City of Gardena CCTR-2085
Field Trips 350 350
350 350
160,220 160220
5,164 3,669 8833
165384 4019 169403
24 California Health & Human Services Agency California Department of Social Services AUD 9500 (6/23) Page 3 of 5
Audit Report Page
Full Name of Contractor Contract Number
Approved Indirect Cost Rate:

NO SUPPLEMENTAL REVENUE / EXPENSES Check this box and omit page 4.

Column A
Cumulative FY
CDNFS 9500
Column B
Audit
Adjustments
Column C
Cumulative
per Audit
Direct Payments to Providers (FCCH only)1000 Certificated Salaries2000 Classified Salaries3000 Employee Benefits4000 Books and Supplies5000 Services and Other Operating Expenses6100/6200 Other Approved Capital Outlay6400 New Equipment (program-related)6500 Equipment Replacement (program-related)Depreciation or Use AllowanceStart-up Expenses (service level exemption)Budget Impasse CreditIndirect Costs (include in Total Administrative Cost)Non-Reimbursable (State use only) Total Reimbursable Expenses
Total Administrative Cost (included in Section 4 above)Total Staff Training Cost (included in Section 4 above) Section 4 - Reimbursable Expenses
City of Gardena CCTR-2085
2,195,040 -4,401 2190639
91,338 91338
418,899 418899
152,778 59,615 212393
29,182 10,944 40126
70,624 -12 70612
76,282 7,055 83337
3034143 73201 3107344
317,194 26,322 343516
10 %
25 California Health & Human Services Agency California Department of Social Services AUD 9500 (6/23) Page 5 of 5
Audit Report Page
Full Name of Contractor Contract Number
Column A
Cumulative FY
CDNFS 9500
Column B
Audit
Adjustments
Column C
Cumulative
per Audit
Total Certified Days of Enrollment (including MHCS)Days of OperationDays of Attendance (including MHCS)Restricted Program IncomeTransfer from ReserveWaived Family Fees for Certified ChildrenInterest Earned on Child Development Apportionment PaymentsDirect Payments to ProvidersStart-up Expenses (service level exemption)Total Reimbursable ExpensesTotal Administrative CostTotal Staff Training Cost Section 7 - Summary
Total Certified Adjusted Days of Enrollment (including MHCS) Total Non-Certified Adjusted Days of Enrollment (including MHCS) Independent auditor’s assurances on agency’s compliance with contract funding terms and conditions and program requirements for programs that transferred to the California Department of Social Services on July 1, 2021 pursuant to WIC Section 10203(b):

Eligibility, enrollment and attendance records are being maintained as required (select YES or NO from the drop-down box): Reimbursable expenses claimed on page 3 are eligible for reimbursement, reasonable, necessary, and adequately supported (select YES or NO from the drop-down box):Include any comments in the comments box on page 2. If necessary, attach additional sheets to explain adjustments.

City of Gardena CCTR-2085
40179 2 40181
255 255
38719 191 38910
350 350
160220 160220
5164 3669 8833
2195040 -4401 2190639
3034143 73201 3107344
317194 26322 343516
54,479.4765
YesYes
26 California Health & Human Services Agency California Department of Social Services AUD 9500.1 (6/23) Page 1 of 2

CHILD CARE AND DEVELOPMENT PROGRAMSCERTIFIED CHILDREN DAYS OF ENROLLMENT AND ATTENDANCE Full Name of ContractorService County:

Fiscal Year Ending June 30, 2023Contract Number Vendor Code Column A
Cumulative FY
CDNFS 9500
Column B
Audit
Adjustments
Column C
Cumulative
per Audit
Column D
Adjustment
Factor
Column E
Adjusted Days
per Audit
Infants (up to 18 months) Full-time-plusInfants (up to 18 months) Full-timeInfants (up to 18 months) One-half-timeToddlers (18 up to 36 months) Full-time-plusToddlers (18 up to 36 months) Full-timeToddlers (18 up to 36 months) One-half-timeThree Years and Older Full-time-plusThree Years and Older Full-timeThree Years and Older One-half-timeExceptional Needs Full-time-plusExceptional Needs Full-timeExceptional Needs One-half-time Audit Report Page
CCTR-20852180
City of Gardena
Los Angeles
695 695 2.8792 2,001.0440
3,399 3,399 2.4400 8,293.5600
681 681 1.5455 1,052.4855781 781 2.1240 1,658.8440
9,373 9,373 1.8000 16,871.40002,445 2,445 1.1401 2,787.5445 722 722 1.1800 851.9600
14,262 14,262 1.0000 14,262.0000
4,505 2 4,507 0.6334 2,854.7338
0 1.8172
357 357 1.5400 549.7800178 178 0.9754 173.6212
27 California Health & Human Services Agency California Department of Social Services AUD 9500.1 (6/23) Page 2 of 2
Audit Report Page
Full Name of Contractor Contract Number
Column A
Cumulative FY
CDNFS 9500
Column B
Audit
Adjustments
Column C
Cumulative
per Audit
Column D
Adjustment
Factor
Column E
Adjusted Days
per Audit
Dual Language Learner Full-time-plusDual Language Learner Full-timeDual Language Learner One-half-timeAt Risk of Abuse or Neglect Full-time-plusAt Risk of Abuse or Neglect Full-timeAt Risk of Abuse or Neglect One-half-timeSeverely Disabled Full-time-plusSeverely Disabled Full-timeSeverely Disabled One-half-time Total Certified Days of Enrollment
Days of Attendance
Enter the sum of Total Certified Days of Enrollment from Form AUD9500.1(s) in the Total Certified Days of Enrollment line of AUD 9500, Section 2.Enter the sum of Days of Attendance from all Form AUD9500.1(s) and Form AUD9500.2(s) in the Days of Attendance line of AUD 9500, Section 2.

City of Gardena CCTR-2085
872 872 1.2980 1,131.8560
1,675 1,675 1.1000 1,842.5000
234 234 0.6334 148.2156
0 1.2980
0 1.10000 0.63340 2.27740 1.93000 1.2225
40,179 2 40,181 N/A 54,479.5446
38,910 38,910 N/A N/A
28 AUD 9530A (4/23)
California Health & Human Services Agency California Department of Social Services

AUDITED RESERVE ACCOUNT

ACTIVITY REPORT
Fiscal Year End
Reserve Account Type
Vendor Code
Full Name of Contractor
Section 1 - Prior Year Reserve Account Activity

1. Beginning Balance (2021–22 AUD 9530A Ending Balance)

2. Plus Transfers to Reserve Account: Per 2021–22 Post-Audit CDNFS 9530 Contract No.

Contract No.

Contract No.

Contract No.

Contract No.

Contract No.

Total Transferred from 2021–22 Contracts to Reserve

3. Less Excess Reserve to be Billed

4. Ending Balance per 2021-22 Post-Audit CDNFS 9530
Section 2 - Current Year (2022–23) Reserve Account Activity Column A
CDNFS
9530A
Column B
Audit
Adjustments
Column C
per Audit

5. Plus Interest Earned This Year on Reserve:

6. Less Transfers to Contracts from Reserve:

Contract No.

Contract No.

Contract No.

Contract No.

Contract No.

Contract No.

Total Transferred to Contracts from Reserve Account

7. Ending Balance on June 30, 2023
COMMENTS - If necessary, attach additional sheets to explain adjustments.

Audit Report Page

June 30, 2023
Center-Based
2180
City of Gardena
140,989
CCTR-2085 351,860
351,860
492,849
9,238 9,238
502,087 502,087
29 30
This page intentionally left blank.

City of Gardena Family Child Care Program
Notes to the Child Care and Development Programs Supplemental Information For the Year Ended June 30, 2023
31 In accordance with the applicable requirements from the Funding Terms & Conditions:

1. Interest expense is only allowable as a reimbursable cost in certain circumstances when it has been preapproved by the administering state department or relates to the lease purchase, acquisition, or repair or renovation of early learning and care facilities owned or leased by the contractor. No interest expense was claimed to a child care and development contract for the year ended June 30, 2023.

2. All expenses claimed for reimbursement under a related party rent transaction must be supported by a fair market rental estimate from an independent appraiser, licensed by the California Office of Real Estate Appraisers. Related party rent expense claimed as a reimbursable expense for the year ended June 30, 2023, was $0.

3. Bad debt expense is unallowable unless it relates to uncollected family fees where documentation of adequate collection attempts exists. No bad debt expense was claimed to a child care and development contract for the year ended June 30, 2023.
32 This page intentionally left blank.
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707

REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND ON COMPLIANCE (INCLUDING THOSE CONTAINED IN THE CDSS AUDIT GUIDE) AND OTHER MATTERS BASED ON AN AUDIT OF THE PROGRAM’S FINANCIAL STATEMENTS PERFORMED IN

ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS
Independent Auditors’ Report
To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California
We have audited, in accordance with auditing standards generally accepted in the United States of America, the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, and California Department of Social Services Audit Guide (the “CDSS Audit Guide”), issued by the California Department of Social Services, the financial statements of the City of Gardena, California (the “City”) Family Child Care Program (the “Program”), which comprise the balance sheet as of June 30, 2023 and the related statement of revenues, expenditures, and change in fund balance for the year then ended, and the related notes to the financial statements, and have issued our report thereon dated November 1, 2023.

Report on Internal Control Over Financial Reporting
In planning and performing our audit of the Program’s financial statements, we considered the City’s internal control over the Program’s financial reporting (“internal control”) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, we do not express an opinion on the effectiveness of the City’s internal control.

A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements, on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the Program’s financial statements will not be prevented, or detected and corrected, on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance.

Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or, significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses or significant deficiencies may exist that were not been identified.

To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California

34 Report on Compliance and Other Matters
As part of obtaining reasonable assurance about whether the Program’s financial statements are free of material misstatement, we performed tests of the its compliance with certain provisions of laws, regulations, contacts and grant agreements, noncompliance with which could have a direct and material effect on the financial statements.

However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards.

Purpose of this Report
The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards and the CDSS Audit Guide in considering the City’s internal control and compliance. Accordingly, this communication is not suitable for any other purpose.

Santa Ana, California
November 1, 2023
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707

REPORT ON COMPLIANCE FOR THE FAMILY CHILD CARE PROGRAM

REQUIRED BY CALIFORNIA DEPARTMENT OF SOCIAL SERVICES AUDIT GUIDE

AND REPORT ON INTERNAL CONTROL OVER COMPLIANCE
Independent Auditors’ Report
To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California
Report on Compliance for Family Child Care Program Required by California Department of Social Services Opinion on Family Child Care Program
We have audited the City of Gardena, California’s (the “City”) compliance with the types of compliance requirements identified as subject to audit in the California Department of Social Services Audit Guide (the “CDSS Audit Guide”), issued by the California Department of Social Services, that could have a direct and material effect on the City’s Family Child Care Program (the “Program”) for the year ended June 30, 2023.

In our opinion, the City complied, in all material respects, with the types of compliance requirements referred to above that could have a direct and material effect on the Family Child Care Program for the year ended June 30, 2023.

Basis for Opinion on Family Child Care Program
We conducted our audit of compliance in accordance with auditing standards accepted in the United States of America; the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, and the CDSS Audit Guide, issued by the California Department of Social Services. Our responsibilities under those standards and the CDSS Audit Guide are further described in the Auditors’ Responsibilities for the Audit of Compliance section of our report.

We are required to be independent of City and to meet our other ethical responsibilities, in accordance with relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our opinion on compliance for the Program. Our audit does not provide a legal determination of City’s compliance with the compliance requirements referred to above.

Responsibilities of Management for Compliance
Management is responsible for compliance with the requirements referred to above and for the design, implementation, and maintenance of effective internal control over compliance with the requirements of laws, statutes, regulations, rules, and provisions of contracts or grant agreements applicable to the Program.

To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California

36 Auditors’ Responsibilities for the Audit of Compliance Our objectives are to obtain reasonable assurance about whether material noncompliance with the compliance requirements referred to above occurred, whether due to fraud or error, and express an opinion on the City’s compliance based on our audit. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with auditing standards generally accepted in the United States of America, Government Auditing Standards, and the CDSS Audit Guide will always detect material noncompliance when it exists. The risk of not detecting material noncompliance resulting from fraud is higher than for that resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Noncompliance with the compliance requirements referred to above is considered material if there is a substantial likelihood that, individually or in the aggregate, it would influence the judgment made by a reasonable user of the report on compliance about City’s compliance with the requirements of the Program as a whole.

In performing an audit in accordance with auditing standards generally accepted in the United States of America, Government Auditing Standards, and the CDSS Audit Guide, we:
 Exercise professional judgment and maintain professional skepticism throughout the audit.  Identify and assess the risks of material noncompliance, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding City’s compliance with the compliance requirements referred to above and performing such other procedures as we considered necessary in the circumstances.  Obtain an understanding of City’s internal control over compliance relevant to the audit in order to design audit procedures that are appropriate in the circumstances and to test and report on internal control over compliance in accordance with the CDSS Audit Guide, but not for the purpose of expressing an opinion on the effectiveness of City’s internal control over compliance. Accordingly, no such opinion is expressed.

We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit and any significant deficiencies and material weaknesses in internal control over compliance that we identified during the audit.

Report on Internal Control Over Compliance
A deficiency in internal control over compliance exists when the design or operation of a control over compliance does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, noncompliance with a compliance requirement on a timely basis. A material weakness in internal control over compliance is a deficiency, or combination of deficiencies, in internal control over compliance, such that there is a reasonable possibility that material noncompliance with a compliance requirement will not be prevented, or detected and corrected, on a timely basis. A significant deficiency in internal control over compliance is a deficiency, or a combination of deficiencies, in internal control over compliance with a compliance requirement that is less severe than a material weakness in internal control over compliance, yet important enough to merit attention by those charged with governance.

To the Honorable Mayor and the Members of the City Council of the City of Gardena
Gardena, California

37 Our consideration of internal control over compliance was for the limited purpose described in the Auditors’ Responsibilities for the Audit of Compliance section and was not designed to identify all deficiencies in internal control over compliance that might be material weaknesses or significant deficiencies in internal control over compliance. Given these limitations, during our audit we did not identify any deficiencies in internal control over compliance that we consider to be material weaknesses, as defined above. However, material weaknesses may exist that have not been identified.

Our audit was not designed for the purpose of expressing an opinion on the effectiveness of internal control over compliance. Accordingly, no such opinion is expressed.

The purpose of this report on internal control over compliance is solely to describe the scope of our testing on internal control over compliance and the results of that testing based on the requirements of the CDSS Audit Guide.

Accordingly, this report is not suitable for any other purpose.

Santa Ana, California
November 1, 2023
City of Gardena Family Child Care Program
Schedule of Findings and Questioned Costs
For the Year Ended June 30, 2023
38 Audit Findings and Questioned Costs
A. Current Year Findings and Questioned Costs
No current year findings were noted.

B. Prior Year Findings and Questioned Costs
No prior year findings were noted.

The GTrans Enterprise Fund of the
City of Gardena
Gardena, California
Independent Auditors’ Reports
and Financial Statements
For the Year Ended June 30, 2023

The GTrans Enterprise Fund of the City of Gardena
For the Year Ended June 30, 2023
Table of Contents
i
Page
Independent Auditors’ Reports:

Report on the Financial Statements ...................................................................................................................... 1 Report on Internal Control Over Financial Reporting
and on Compliance (Including Those Contained in the TDA Statutes and California Codes of Regulations) and Other Matters Based on an Audit of the GTrans’ Financial Statements Performed in Accordance with Government Auditing Standards ......................................................................................... 5 Report on Compliance for the Transit Operator Required by the Transportation Development Act and Report on Internal Control Over Compliance ....................................................................................... 7 Independent Accountants’ Report on Compliance for Measure R ........................................................................ 11 Financial Statements:

Statement of Net Position ....................................................................................................................................... 15 Statement of Revenues, Expenses, and Changes in Net Position ........................................................................... 16 Statement of Cash Flows ........................................................................................................................................ 17 Notes to the Financial Statements ........................................................................................................................... 19 Required Supplementary Information (Unaudited):

Schedule of GTrans’ Proportionate Share of the Net Pension Liability ................................................................. 42 Schedule of Contributions – Pensions .................................................................................................................... 44 Schedule of Changes in Net OPEB Liability and Related Ratios ........................................................................... 46 Schedule of Contributions – Other Postemployment Benefits ............................................................................... 48 Supplementary Information:

Schedule of Farebox Recovery Ratio Calculation .................................................................................................. 53 Schedules of Proceeds Received and Expended ..................................................................................................... 54 ii
This page intentionally left blank.
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707
INDEPENDENT AUDITORS’ REPORT
To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California
Report on the Financial Statements
Opinion
We have audited the accompanying financial statements of the GTrans Enterprise Fund (“GTrans”) of the City of Gardena, California (the “City”) as of and for the year ended June 30, 2023, and the related notes to the financial statements, as listed in the table of contents.

In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of GTrans’s as of June 30, 2023, and the changes in financial position, and, cash flows thereof for the year then ended in accordance with accounting principles generally accepted in the United States of America.

Basis for Opinion
We conducted our audit in accordance with auditing standards generally accepted in the United States of America (“GAAS”), and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States (“Government Auditing Standards”). Our responsibilities under those standards are further described in the Auditors’ Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent of the City and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion.

Emphasis of Matters
Financial Statements Presentation
As discussed in Note 1B, the financial statements present only the GTrans and do not purport to, and do not present fairly the financial position of the City as of June 30, 2023, the changes in its financial positions, or where applicable, its cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America. Our opinion is not modified with respect to this matter.

Change in Accounting Principle
As described in Note 1Q to the financial statements, in 2023, GTrans adopted new accounting guidance, GASB Statement No. 96, Subscription-based Information Technology Arrangements. Our opinion is not modified with respect this matter.

To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California

2 Responsibility of Management for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; and for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error.

In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about GTran’s ability to continue as a going concern for twelve months beyond the financial statement date, including any currently known information that may raise substantial doubt shortly thereafter.

Auditors’ Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditors’ report that includes our opinion.

Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with GAAS and Government Auditing Standards will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatements are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements.

In performing an audit in accordance with GAAS and Government Auditing Standards, we:
• Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements. • Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, no such opinion is expressed. • Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements. • Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the GTrans’ ability to continue as a going concern for a reasonable period of time.

We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal control-related matters that we identified during the audit.

To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California

3 Required Supplementary Information
Accounting principles generally accepted in the United States of America required that the Schedule of the GTrans’ Proportionate Share of Net Pension Liability, the Schedule of Contributions – Pensions, the Schedule of Changes in Net Other Postemployment Benefits Liability and Related Ratios, and the Schedule of Contributions – Other Postemployment Benefits as listed in the table of contents be presented to supplement the financial statements. Such information, although not a part of the financial statements, is required by Governmental Accounting Stands Board (“GASB”), who considers it to be an essential part of financial reporting for placing the financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the Required Supplementary Information in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the financial statements, and other knowledge we obtained during our audit of the financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance.

Management has omitted the Management’s Discussion and Analysis (“MD&A”) that accounting principles generally accepted in the United States of America require to be presented to supplement the financial statements. Such missing information, although not a part of the financial statements, is required by the GASB, who considers it to be an essential part of financial reporting for placing the financial statements in an appropriate operational, economic, or historical context. Our opinion on the financial statements is not affected by this missing information.

Supplementary Information
Our audit was conducted for the purpose of forming an opinion on the GTrans of the City’ financial statements. The Schedule of Farebox Recovery Ratio Calculation and the Schedule of Proceeds Received and Expended are presented for purposes of additional analysis and are not a required part of the financial statements. Such information is the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the GTrans’ financial statements. Such information has been subjected to the auditing procedures applied in the audit of the GTrans’ financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the financial statements or to the financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, the Schedule of Farebox Recovery Ratio Calculation and the Schedule of Proceeds Received and Expended are fairly stated, in all material respects, in relation to the GTrans’ financial statements as a whole.

To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California

4 Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have also issued our report dated December 7, 2023, on our consideration of the City’s internal control over GTrans’ financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and other matters. The purpose of that report is solely to describe the scope of our testing of internal control over GTrans’ financial reporting and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control over GTrans’ financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City’s internal control over GTrans’ financial reporting and compliance.

Santa Ana, California
December 7, 2023
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707

REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING

AND ON COMPLIANCE (INCLUDING THOSE CONTAINED IN THE TDA STATUTES

AND CALIFORNIA CODES OF REGULATIONS) AND OTHER MATTERS
BASED ON AN AUDIT OF THE GTRANS’ FINANCIAL STATEMENTS

PERFORMED IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS Independent Auditors’ Report
To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California
We have audited, in accordance with the auditing standards generally accepted in the United States of America, the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States and the TDA Statutes and California Codes of Regulations, issued by California Department of Transportation, the financial statements of the GTrans Enterprise Fund (“GTrans”) of the City of Gardena, California (“City”), as of and for the year ended June 30, 2023, and the related notes to the financial statements, and have issued our report thereon dated December 7, 2023.

Report on Internal Control Over Financial Reporting
In planning and performing our audit of the GTrans’ financial statements, we considered the City’s internal control over the GTrans’ financial reporting (“internal control”) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, we do not express an opinion on the effectiveness of the City’s internal control.

A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the GTrans’ financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance.

Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses or significant deficiencies may exist that were not identified.

To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California

6 Report Compliance and Other Matters
As part of obtaining reasonable assurance about whether the GTrans’ financial statements are free of material misstatement, we performed tests of the City’s compliance with certain provisions of laws, regulations, contracts and grant agreements, noncompliance with which could have a direct and material effect on the determination of the GTrans’ financial statement amounts. However, providing an opinion on compliance with these provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards.

Purpose of this Report
The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City’s internal control and compliance. Accordingly, this communication is not suitable for any other purpose.

Santa Ana, California
December 7, 2023
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707

REPORT ON COMPLIANCE FOR THE TRANSIT OPERATOR

REQUIRED BY THE TRANSPORTATION DEVELOPMENT ACT

AND REPORT ON INTERNAL CONTROL OVER COMPLIANCE
Independent Auditors’ Report
To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California
Report on Compliance for the Transit Operator Required by the Transportation Development Act Opinion on the City as the Transit Operator
We have audited the City of Gardena, California’s (the “City”) compliance with the types of compliance requirements described in §6667 of the California Code of Regulation, Title 21, Division 3, Chapter 3, Article 5.5 applicable to the City’s compliance as a Transit Operator for the year ended June 30, 2023.

In our opinion, the City complied, in all material respects, with the compliance requirements referred to above that are applicable to the City as transit operator for the year ended June 30, 2023.

Basis for Opinion on the Compliance for the Transit Operator Required by the Transportation Development Act We conducted our audit of compliance in accordance with auditing standards generally accepted in the United States of America (“GAAS”); the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States (“Government Auditing Standards”); and Transportation Development Act (“TDA”) Statutes and California Code of Regulations, July 2018 (“TDA Guidebook”), issued by the California Department of Transportation Division of Rail and Mass Transportation. Our responsibilities under those standards and the TDA Guidebook are further described in the Auditors’ Responsibilities for the Audit of Compliance section of our report.

We are required to be independent of the City and to meet our other ethical responsibilities, in accordance with relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our opinion on compliance for the City as a transit operator. Our audit does not provide a legal determination of the City’s compliance with the compliance requirements referred to above.

Responsibilities of Management for Compliance
Management is responsible for compliance with the requirements referred to above and for the design, implementation, and maintenance of effective internal control over compliance with the requirements of laws, statutes, regulations, rules, and provisions of contracts or grant agreements applicable to the City as a transit operator.

To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California

8 Auditors’ Responsibilities for the Audit of Compliance Our objectives are to obtain reasonable assurance about whether material noncompliance with the compliance requirements referred to above occurred, whether due to fraud or error, and express an opinion on the City’s compliance based on our audit. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with GAAS, Government Auditing Standards, and the TDA Guidebook will always detect material noncompliance when it exists. The risk of not detecting material noncompliance resulting from fraud is higher than for that resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Noncompliance with the compliance requirements referred to above is considered material if there is a substantial likelihood that, individually or in the aggregate, it would influence the judgment made by a reasonable user of the report on compliance about the City’s compliance with the requirements of the transit operator as a whole.

In performing an audit in accordance with GAAS, Government Auditing Standards, and the TDA Guidebook, we:
• Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material noncompliance, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the City’s compliance with the compliance requirements referred to above and performing such other procedures as we considered necessary in the circumstances. • Obtain an understanding of the City’s internal control over compliance relevant to the audit in order to design audit procedures that are appropriate in the circumstances and to test and report on internal control over compliance in accordance with the TDA Guidebook, but not for the purpose of expressing an opinion on the effectiveness of the City’s internal control over compliance. Accordingly, no such opinion is expressed.

We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit and any significant deficiencies and material weaknesses in internal control over compliance that we identified during the audit.

Report on Internal Control Over Compliance
A deficiency in internal control over compliance exists when the design or operation of a control over compliance does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, noncompliance with a compliance requirement on a timely basis. A material weakness in internal control over compliance is a deficiency, or combination of deficiencies, in internal control over compliance, such that there is a reasonable possibility that material noncompliance with a compliance requirement of the transit operator will not be prevented, or detected and corrected, on a timely basis. A significant deficiency in internal control over compliance is a deficiency, or a combination of deficiencies, in internal control over compliance with a compliance requirement that is less severe than a material weakness in internal control over compliance, yet important enough to merit attention by those charged with governance.

Our consideration of internal control over compliance was for the limited purpose described in the Auditors’ Responsibilities for the Audit of Compliance section above and was not designed to identify all deficiencies in internal control over compliance that might be deficiencies, significant deficiencies, or material weakness in internal control over compliance. Given these limitations, during our audit we did not identify any deficiencies in internal control over compliance that we consider to be material weaknesses, as defined above. However, material weaknesses or significant deficiencies may exist that were not identified.

To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California

9 Our audit was not designed for the purpose of expressing an opinion on the effectiveness of internal control over compliance. Accordingly, no such opinion is expressed.

The purpose of this report on internal control over compliance is solely to describe the scope of our testing on internal control over compliance and the results of that testing based on the requirements of the §6667 of the California Codes of Regulation, Title 21, Division 3, Chapter 3, Article 5.5. Accordingly, this report is not suitable for any other purpose.

Santa Ana, California
December 7, 2023
10 This page intentionally left blank.
200 E. Sandpointe Avenue, Suite 600
Santa Ana, California 92707
INDEPENDENT ACCOUNTANTS’ REPORT
To the Honorable Mayor and the Members of City Council
of the City of Gardena
Gardena, California
We have examined the City of Gardena, California’s (“City”) compliance with the compliance requirements for Measure R as described in Los Angeles County’s the Traffic Relief and Rail Expansion Ordinance #08-01 for the year ended June 30, 2023. The City’s management is responsible for City’s compliance with those requirements. Our responsibility is to express an opinion on the City’s compliance based on our examination.

Our examination was conducted in accordance with attestation standards established by the American Institute of Certified Public Accountants. Those standards require that we plan and perform the examination to obtain reasonable assurance about whether the City complied, in all material respects, with the compliance requirements referenced above. An examination involves performing procedures to obtain evidence about the City’s compliance with those requirements. The nature, timing, and extent of the procedures selected dependent on our judgment, including an assessment of the risks of material noncompliance, whether due to fraud or error. We believe that the evidence we obtained is sufficient and appropriate to provide a reasonable basis for our opinion.

Attestation standards established by the American Institute of Certified Public Accountants require that we request a written statement from the City stating that the City’s compliance that we examined has been accurately measured or evaluated.

We are required to be independent and to meet our other ethical responsibilities in accordance with relevant ethical requirements relating to the engagement.

Our examination does not provide a legal determination of the City’s compliance with these requirements.

In our opinion, the City complied with the aforementioned requirements for the year ended June 30, 2023, is fairly stated, in all material respects.

This report is intended solely for the information and use of the members of the Measure R Independent Taxpayer Oversight Committee, the City Council, and management and is not intended to be and should not be used by anyone other than these specified parties. However, this report is a matter of public record, and its distribution is not limited.

Santa Ana, California
December 7, 2023
12 This page intentionally left blank.

FINANCIAL STATEMENTS
13 This page intentionally left blank.
14 ASSETS
Current assets:

Cash and cash equivalents $ 21,522,326
Due from other governments 3,525,434
Accounts receivable, net 248,542
Inventories 744,644
Prepaid items 71,866
Total current assets 26,112,812
Noncurrent assets:

Capital assets, net 59,036,668
Total assets 85,149,480

DEFERRED OUTFLOWS OF RESOURCES
Deferred outflows of resources related to pensions 7,026,121 Deferred outflows of resources related to other postemployment benefits 2,510,479 Total deferred outflows of resources 9,536,600

LIABILITIES
Current liabilities:

Accounts payable 1,183,962
Accrued expenses 109,128
Accrued payroll and related taxes 229,701
Due to City of Gardena 7,093,382
Unearned revenues 17,386,473
Compensated absences - due within one year 360,173
Lease payable, due within one year 13,353
Subscription payable, due within one year 100,280
Bonds payable, due within one year 883,679
Total current liabilities 27,360,131
Noncurrent liabilities:

Compensated absences - due in more than one year 1,440,692 Subscription payable, due in more than one year 128,304 Bonds payable, due in more than one year 18,981,156
Net pension liability 3,046,867
Net other postemployment benefits liability 7,726,172
Total noncurrent liabilities 31,323,191
Total liabilities 58,683,322

DEFERRED INFLOWS OF RESOURCES
Deferred inflows of resources related to pensions 1,800,304 Deferred inflows of resources related to other postemployment benefits 739,416 Total deferred inflows of resources 2,539,720

NET POSITION
Net investment in capital assets 57,966,058
Unrestricted (deficit) (24,503,020)
Total net position $ 33,463,038
The GTrans Enterprise Fund of the City of Gardena
Statement of Net Position
June 30, 2023
See accompanying Notes to the Financial Statements.
15 OPERATING REVENUES:

Passenger fares $ 1,571,058
Service charges for maintenance of City vehicles 126,831 Other 69,035
Total operating revenues 1,766,924
OPERATING EXPENSES:

Salaries and benefits 15,950,503
Material and operations 6,223,928
Other operating expenses 2,305,674
Depreciation and amortization 3,504,186
Total operating expenses 27,984,291
OPERATING (LOSS) (26,217,367)
NONOPERATING REVENUES (EXPENSES):

Local transportation fund 7,023,418
Other local assistance 10,192,921
Federal transit assistance 4,100,000
State transit assistance fund 1,428,103
Interest income 361,480
Interest expense (622,323)
Gain on disposal of assets 26,656
Total nonoperating revenues (expenses) 22,510,255
(LOSS) BEFORE CONTRIBUTIONS (3,707,112)
CONTRIBUTIONS:

Capital contributions 3,186,920
Transfers out (1,967)
Total contributions and transfer 3,184,953
Changes in net position (522,159)
NET POSITION:

Beginning of year 33,985,197
End of year $ 33,463,038
The GTrans Enterprise Fund of the City of Gardena
Statement of Revenues, Expenses, and Changes in Net Position For the Year Ended June 30, 2023
See accompanying Notes to the Financial Statements.
16 CASH FLOWS FROM OPERATING ACTIVITIES:

Cash received from customers and users $ 1,647,206
Cash payments to suppliers for goods and services (8,633,791) Cash payments to employees (16,188,619)
Other receipts 195,866
Net cash used in operating activities (22,979,338)
CASH FLOWS FROM NONCAPITAL FINANCING ACTIVITIES:

Transferred (to) from the City 5,299,628
Principal payment on long term debt (1,043,789)
Interest paid (622,323)
Transit assistance funds received 25,139,678
Net cash provided by noncapital financing activities 28,773,194 CASH FLOWS FROM CAPITAL AND RELATED FINANCING ACTIVITIES:

Cash received from capital contributions 3,186,920
Proceeds from sale of capital assets 26,656
Acquisition of capital assets (3,186,920)
Net cash provided by capital and related financing activities 26,656 CASH FLOWS FROM INVESTING ACTIVITIES:

Interest received 361,480
Net cash provided by investing activities 361,480
Net change in cash and cash equivalents 6,181,992
CASH AND CASH EQUIVALENTS:

Beginning of year 15,340,334
End of year $ 21,522,326

RECONCILIATION OF OPERATING (LOSS) TO NET CASH
PROVIDED BY OPERATING ACTIVITIES:

Operating (loss) $ (26,217,367)
Adjustments to reconcile operating (loss) to net cash
used in operating activities:

Depreciation and amortization 3,504,186
Changes in operating assets, deferred outflows of resources, liabilities, and deferred inflows of resources:

Decrease (increase) in accounts receivable 76,148
Decrease (increase) in inventories 81,743
Decrease (increase) in prepaid items (19,848)
Decrease (increase) in deferred outflows of resources related to pensions (5,799,993) Decrease (increase) in deferred outflows of resources related (1,396,023) to other postemployment benefits
Increase (decrease) in accounts payable (106,353)
Increase (decrease) in accrued expenses (59,731)
Increase (decrease) in accrued payroll and related liabilities (459,134) Increase (decrease) in compensated absences 18,091
Increase (decrease) in net pension liabilities 13,202,012 Increase (decrease) in net other postemployment benefits liabilities 1,813,748 Increase (decrease) in deferred inflows of resources related to pensions (7,286,224) Increase (decrease) in deferred inflows of resources related to other postemployment benefits (330,593) Net cash used in operating activities $ (22,979,338)
The GTrans Enterprise Fund of the City of Gardena
Statement of Cash Flows
For the Year Ended June 30, 2023
See accompanying Notes to the Financial Statements.
17 18
This page intentionally left blank.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements
For the Year Ended June 30, 2023
19 Note 1 – Summary of Significant Accounting Policies
A. The Reporting Entity
The financial statements of GTrans, previously known as the Municipal Bus Lines, Enterprise Fund (“GTrans”) of the City of Gardena, California (the “City”) are intended to present the financial position and results of the operations of the bus line services. The financial statements of the GTrans are included in the basic financial statements of the City. The Annual Comprehensive Financial Report can be obtained from the City’s Finance Department (1700 West 162nd Street, Gardena, CA 90247) and the City’s website (www.cityofgardena.org).

As an operator of a public transportation system, the City is eligible for Transportation Development Act (“TDA”) Public Utilities Code Section 99260 (“TDA Section 99260”) funds. These funds were allocated by the Los Angeles County Metropolitan Transportation Authority (“MTA”) to supplement the City’s transit operations.

B. Financial Statements Presentation, Measurement Focus, and Basis of Accounting The accompanying financial statements present only the GTrans and are not intended to present the financial position, changes in financial position, or cash flows of the City in accordance with accounting principles generally accepted in the United States of America (“U.S. GAAP”).

The accounting policies of the GTrans are in accordance with U.S. GAAP applicable to governmental units. The Governmental Accounting Standards Board (“GASB”) is the accepted standard-setting body for establishing accounting and financial reporting principles.

The financial statements are prepared using the “economic resources” measurement focus and the accrual basis of accounting. Accordingly, all assets, deferred outflows of resources, liabilities, and deferred inflows of resources (whether current or noncurrent) are included on the Statement of Net Position. The Statement of Revenues, Expenses, and Changes in Net Position present increases (revenues) and decreases (expenses) in total net position.

Under accrual basis of accounting, revenues are recognized in the accounting period in which they are earned and expenses are recognized in the period when a liability is incurred.

Operating revenues are those revenues that are generated from the primary operations of the GTrans. All other revenues are reported as nonoperating revenues. Operating expenses are those expenses that are essential to the primary operations of the GTrans. All other expenses are reported as nonoperating expenses.

C. Cash and Cash Equivalents
GTrans’ cash is pooled with the City’s internal investment pool. Cash on hand and demand deposits pooled with the City are considered as cash and cash equivalents.

D. Grants
Grant revenues and receivables are recorded when earned on grants that have been approved and funded by the grantor. Grant sources include Federal Transit Administration, Transportation Development Act, State Transit Assistance, Measure R, Measure M, Proposition 1B, Proposition A, and Proposition C.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
20 Note 1 – Summary of Significant Accounting Policies (Continued) E. Inventories
Inventories consist of materials and supplies which are valued at cost on a first-in, first-out basis. Inventories are recorded as an expense when consumed for financial statement purposes, but recorded as inventory when purchased.

F. Prepaid items
Certain payments to vendors reflect costs applicable to future accounting periods and are recorded as prepaid items in the financial statements.

G. Capital Assets
GTrans’ capital assets include buildings, buses, vehicles, furniture and equipment which are recorded at historical cost or estimated historical cost if actual cost is not available. Donated capital assets are valued at their acquisition value. GTrans’ policy is to capitalize all assets with a unit cost of $5,000 or more, and a useful life of more than one year. Capital assets used in operations are depreciated over their estimated useful lives using the straight-line method. The lives used for depreciation purposes are as follows:

The intangible right‐to‐use asset includes lease asset or subscription-based information technology arrangements (“SBITA”) asset (“subscription asset”). These intangible assets are recorded at the amount of the initial measurement of the lease liabilities or SBITA liabilities (“subscription liabilities”) and adjusted by any lease made to the lessor or subscription payments to the SBITA vendor at or before the commencement of the lease or subscription term, less any incentives received from the lessor or SBITA vendor at or before the commencement of the lease or subscription term along with any initial direct costs that are ancillary charges necessary to place the lease assets into service or subscription implementation costs. Lease assets are amortized using the straight-line method over the shorter of the lease term or the useful life of the underlying asset, unless the lease contains a purchase option that GTrans has determined is reasonably certain of being exercised. In this case, the lease asset is amortized over the useful life of the underlying asset. Subscription assets are amortized over the shorter of the subscription term or the useful life of the underlying IT assets.

Buildings/structures and improvements 40 years
Machinery and equipment 3-15 years
Buses 12 years
Furniture and fixtures 3-10 years
Infrastructure 30-60 years
H. Deferred Outflows and Inflows of Resources
The statement of net position reports separate sections for deferred outflows of resources and deferred inflows of resources, when applicable.

Deferred Outflows of Resources represent a consumption of net assets that applies to future periods.

Deferred Inflows of Resources represent an acquisition of net assets that applies to future periods.

I. Unearned Revenue
Unearned revenue is recognized for transactions for which revenue has not yet been earned. Typical transactions recorded as unearned revenues are prepaid charges for services; grants received but not yet earned.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
21 Note 1 – Summary of Significant Accounting Policies (Continued) J. Compensated Absences
It is the City’s policy to accrue annual leave when incurred. A liability is recorded for unused sick leave balances only to the extent that it is probable that the unused balances will result in termination payments. This is estimated by including in the liability the unused balances of employees currently entitled to receive termination benefits, as well as those who are expected to become eligible to receive termination benefits as a result of continuing their employment with the City. Other amounts of unused sick leave are excluded from the liability since their payment is contingent solely upon the occurrence of a future event (illness) which is outside the control of the City and the employee.

K. Leases
Lessee
GTrans has a policy to recognize a lease liability and a right-to-use asset (lease asset) in the financial statements with an initial, individual value of $5,000 or more with a lease term greater than one year. Variable payments based on future performance or usage of the underlying assets are not included in the measurement of the lease liability.

At the commencement of a lease, the lease liability is measured at the present value of payments expected to be made during the lease term. Subsequently, the lease liability is reduced by the principal portion of lease payments made.

Lease assets are recorded at the amount of the initial measurement of the lease liabilities and modified by any lease payments made to the lessor at or before the commencement of the lease term, less any lease incentives received from the lessor at or before the commencement of the lease term along with any initial direct costs that are ancillary charges necessary to place the lease assets into service. Lease assets are amortized using the straight–line method over the shorter of the lease term or the useful life of the underlying asset, unless the lease contains a purchase option that the State has determined is reasonably certain of being exercised. In this case, the lease asset is amortized over the useful life of the underlying asset.

Key estimates and judgments related to leases include how GTrans determines (1) the discount rate it uses to discount the expected lease payments to present value, (2) lease term, and (3) lease payments. • GTrans uses the interest rate charged by the lessor as the discount rate. When the interest rate charged by the lessor is not provided, GTrans generally uses its estimated incremental borrowing rate as the discount rate for leases.
• The lease term includes the noncancelable period of the lease, plus any option periods that are reasonably certain to be exercised.
• Lease payments included in the measurement of the lease liability are composed of fixed payments and purchase option price that GTrans is reasonably certain to exercise. GTrans monitors changes in circumstances that would require a remeasurement of a lease and will remeasure any lease asset and liability if certain changes occur that are expected to significantly affect the amount of the lease liability.

Lease assets are reported as right-to-use along with other capital assets and lease liabilities are reported on the statement of net position.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
22 Note 1 – Summary of Significant Accounting Policies (Continued) L. Subscription Based Information Technology Arrangements Liabilities GTrans recognizes subscription liabilities with an initial, individual value of $5,000 or more with a subscription term greater than one year. Variable payments based on future performance, usage of the underlying IT assets, or number of user seats are not included in the measurement of the subscription liability.

At the commencement of a subscription, GTrans initially measures the subscription liability at the present value of subscription payments expected to be made during the subscription term. Subsequently, the lease liability is reduced by the principal portion of subscription payments made.

Subscription assets are recorded at the amount of the initial measurement of the subscription liabilities, less any payments made to the SBITA vendor before the commencement of the subscription term, and capitalizable initial implementation cost, less any incentives received from the SBITA vendor at or before the commencement of the subscription term.
• Preliminary Project Stage: Outlays are expensed as incurred. • Initial Implementation Stage: Outlays are capitalized as an addition to the subscription asset. • Key estimates and judgments related to subscription liabilities include how the City determines (1) the discount rate it uses to discount the expected subscription payments to present value, (2) subscription term, and (3) subscription payments.
• Operation and Additional Implementation Stage: Outlays are expensed as incurred unless they meet specific capitalization criteria.

Upon adoption, GTrans elected to exclude the capitalizable outlays associated with the initial implementation stage and the operation and additional implementation stage that were incurred prior to the implementation of this Statement in the measurement of subscription assets as of July 1, 2022.

Subscription assets are reported in capital assets and subscription liabilities are reported with long-term liabilities on the statement of net position. Subscription assets are amortized using the straight-line method over the shorter of the subscription term or the useful life of the underlying IT asset, unless the subscription contains a purchase option that GTrans has determined is reasonably certain of being exercised. In this case, the subscription asset is amortized over the useful life of the underlying IT asset. • GTrans uses the interest rate charged by the SBITA vendor as the discount rate. When the interest rate charged by the lessor is not provided, GTrans generally uses its estimated incremental borrowing rate as the discount rate for subscription liabilities.
• The subscription term includes the noncancellable period of the SBITA. Subscription payments included in the measurement of the subscription liability are composed of fixed payments.

GTrans monitors changes in circumstances that would require a remeasurement of its SBITA and will remeasure any subscription asset or liability if certain changes occur that are expected to significantly affect the amount of the subscription liability.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
23 Note 1 – Summary of Significant Accounting Policies (Continued) M. Pensions
For purposes of measuring the net pension liability, deferred outflows of resources and deferred inflows of resources related to pensions, and pension expense, information about the fiduciary net position of the plans and additions to/deductions from the plans’ fiduciary net position have been determined on the same basis as they are reported by the plans. For this purpose, benefit payments (including refunds of employee contributions) are recognized when due and payable in accordance with benefit terms. Investments are reported at fair value in the CalPERS trust.

The following timeframes are used for pension reporting:

CalPERS June 30, 2023
Valuation Date June 30, 2021
Measurement Date June 30, 2022
Measurement Period July 1, 2021 to June 30, 2022
Gains and losses related to changes in total pension liability and fiduciary net position are recognized in pension expense systematically over time. The first amortized amounts are recognized in pension expense for the year the gain or loss occurs. The remaining amounts are categorized as deferred outflows and deferred inflows of resources related to pensions and are to be recognized in future pension expense. The amortization period differs depending on the sources of the gain or loss. The difference between projected and actual earnings is amortized on a straightline basis over 5 years. All other amounts are amortized on a straight-line basis over the average expected remaining service lives of all members that are provided with benefits (active, inactive, and retired) as of the beginning of the measurement period.

N. Other Postemployment Benefits (“OPEB”) Plan
For the purpose of measuring the net OPEB liability, deferred outflows of resources and deferred inflows of resources related to OPEB, and OPEB expense, information about the fiduciary net position of the City’s OPEB Plan and additions to/deductions from the OPEB Plan’s fiduciary net position have been determined on the same basis as they are reported by the Plan. For this purpose, the OPEB Plan recognizes benefit payments when due and payable in accordance with the benefit terms. Investments are reported at fair value in the CalPERS trust.

The following timeframes are used for OPEB reporting:

OPEB June 30, 2023
Valuation Date June 30, 2022
Measurement Date June 30, 2022
Measurement Period July 1, 2021 to June 30, 2022
Gains and losses related to changes in total OPEB liability and fiduciary net position are recognized in OPEB expense systematically over time. The first amortized amounts are recognized in OPEB expense for the year the gain or loss occurs. The remaining amounts are categorized as deferred outflows and deferred inflows of resources related to OPEB and are to be recognized in future OPEB expense. The amortization period differs depending on the sources of the gain or loss. The difference between projected and actual earnings is amortized on a straight-line basis over 5 years. All other amounts are amortized on a straight-line basis over the average expected remaining service lives of all members that are provided with benefits (active, inactive, and retired) as of the beginning of the measurement period.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
24 Note 1 – Summary of Significant Accounting Policies (Continued) O. Net Position
Net position is classified as follows:

Net Investment in Capital Assets – This component of net position consists of capital assets, net of accumulated depreciation and amortization, reduced by the outstanding balances of accounts payable, retention payable, and debt that are attributable to the acquisition, construction, or improvement of those assets.

Restricted – This component of net position consists of restricted assets reduced by liabilities and deferred outflows and inflows of resources related to those assets.

Unrestricted – This component of net position is the net amount of the assets, deferred outflows of resources, liabilities, and related inflows of resources that are not included in the determination of net investment in capital assets or the restricted component of net position.

At June 30, 2023, there was no “restricted” component of net position for the GTrans.

P. Use of Estimates
The preparation of financial statements in accordance with U.S. GAAP requires management to make estimates and assumptions. These estimates and assumptions affect certain reported amounts and disclosures. Accordingly, actual results could differ from these estimates and assumptions.

Q. Implementation of New GASB Pronouncements
During the fiscal year ended June 30, 2023, implemented the following new GASB pronouncements:

In May 2020, GASB issued Statement No. 96, Subscription-Based Information Technology Arrangements (GASB Statement No. 96), to better meet the information needs of financial statement users by (a) establishing uniform accounting and financial reporting requirements for SBITAs; (b) improving the comparability of financial statements among governments that have entered into SBITAs; and (c) enhancing the understandability, reliability, relevance, and consistency of information about SBITAs. Under this Statement, a government is required to recognize a subscription liability and an intangible right-to-use subscription asset. The effective date of GASB Statement No. 96 is for fiscal years beginning after June 15, 2022. Implementation of this Statement resulted in restatement of beginning balance of capital assets (Note 4) and long-term debt liabilities (Note 6) at July 1, 2022.

Note 2 – Cash and Investments
Petty cash and the GTrans’ share of the City’s cash and investments at June 30, 2023 was $21,522,326.

Cash is deposited in the City’s internal investment pool, which is reported at the amortized cost. GTrans does not own specifically identifiable securities in the City’s pool. Interest income is allocated based on average cash balances.

Investment policies and associated risk factors applicable to GTrans are those of the City and are included in the City’s basic financial statements. Please refer to the City’s Annual Comprehensive Financial Report for related disclosures for cash and investments.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
25 Note 3 – Due from Other Governments
Due from other governments consisted of the following at June 30, 2023:

Los Angeles County Metropolitan Transportation Authority 2,467,295 $ South Coast Air Quality Management District 350,000
U.S. Department of Transportation Federal Transit Administration 708,139 Total $ 3,525,434
Note 4 – Capital Assets
Summary of changes in capital assets of the GTrans for the year ended June 30, 2023 is as follows:

Balance
July 1, 2022 Balance
(As Restated) Additions Deletions Reclassification June 30, 2023 Nondepreciable assets:

Land 12,956,405 $ - $ - $ - $ 12,956,405 $
Construction in progress 4,870,249 3,182,735 (248,550) 7,804,434 Total nondepreciable assets 17,826,654 3,182,735 - (248,550) 20,760,839 Capital assets, being depreciated:

Building 26,962,077 - - - 26,962,077
Building improvements 12,931,350 - - - 12,931,350
Buses 44,887,488 - (1,536,982) 24,765 43,375,271
Machinery and equipment 9,787,371 - (30,508) 196,935 9,953,798 Furniture and fixtures 1,625,521 - (12,482) 26,850 1,639,889 Infrastructure 1,010,673 - - - 1,010,673
Total capital assets, being depreciated 97,204,480 - (1,579,972) 248,550 95,873,058 Less accumulated depreciation: (56,182,590) (3,253,834) 1,579,972 - (57,856,452) Total capital assets, being depreciated, net 41,021,890 (3,253,834) - 248,550 38,016,606 Intangible assets, being amortized:

Right-to-use lease assets 304,112 26,484 (304,112) - 26,484 Right-to-use subscription assets 167,231 163,804 - - 331,035 Total intangible assets, being amortized 471,343 190,288 (304,112) - 357,519 Less accumulated amortization: (152,056) (250,352) 304,112 - (98,296) Total intangible assets, being amortized, net 319,287 (60,064) - - 259,223 Total capital assets, net $ (131,163) 59,167,831 $ - $ - $ 59,036,668 $ Depreciation and amortization expenses of the GTrans were in the amounts of $3,253,834 and $250,352, respectively for the year ended June 30, 2023.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
26 Note 5 – Unearned Revenues
Unearned revenues represent excess operating and excess capital assistance. The following represents the amount at June 30, 2023:

Proposition A - Local Return 4,073,233 $
Proposition A - Fare Subsidy 2,731,309
Measure M - Local Return 5,098,086
Measure R - Bus Operations 4,775,307
Measure R - Capital 361,499
California Department of Transportation - Low Carbon Transit Operation Program 269,739 Others 77,300
Total $ 17,386,473
Note 6 – Long-Term Liabilities
Summary of changes in long-term liabilities of the GTrans for the year ended June 30, 2023 are as follows:

Balance
July 1, 2022 Balance Due within Due in more
(As Restated) Additions Deletions June 30, 2023 One Year One Year 2020 Taxable Pension Obligation
Bonds - publicly offered 20,634,119 $ - $ (769,284) $ 19,864,835 $ 883,679 $ 18,981,156 $ Lease payable 158,923 26,484 (172,054) 13,353 13,353 -
Subscription payable 167,231 163,804 (102,451) 228,584 100,280 128,304 Compensated absences 1,782,774 1,038,967 (1,020,876) 1,800,865 360,173 1,440,692 Total $ 1,229,255 22,743,047 $ (2,064,665) $ 21,907,637 $ 1,357,485 $ 20,550,152 $ 2020 Taxable Pension Obligation Bonds – Original Issuance $101,490,000 ($22,296,415 for Business-Type Activities)
In November 2020, the City issued the Taxable Pension Obligation Bonds, Series 2020 in the amount of $101,490,000.

The purpose of the bonds was to finance a portion of the City’s unfunded accrued actuarial liability to the California Public Employees’ Retirement System (CalPERS) for the benefit of the City’s employees and to pay the costs of issuance of the bonds. Of the original $101,490,000 of bond principal issued $21,306,850 was allocated to GTrans.

The bonds accrue interest at rates between 1.081% and 3.363%. Interest on the bonds is payable semiannually on each April 1 and October 1, commencing April 1, 2021. Principal payments are due in annual installments ranging from $210,000 and $7,525,000, commencing April 1, 2021 through April 1, 2039. The bonds are not subject to optional and mandatory redemption prior to maturity. The bond debt service payments will be made from the debt service funds.

The amount outstanding at June 30, 2023 totaled $19,864,835. The annual debt service requirement on these bonds are as follows:

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
27 Note 6 – Long-Term Liabilities (Continued)
2020 Taxable Pension Obligation Bonds – Original Issuance $101,490,000 ($22,296,415 for Business-Type Activities) (Continued)
Fiscal Year Principal Interest Total
2024 883,679 $ 606,862 $ 1,490,541 $
2025 1,007,520 593,589 1,601,109
2026 1,065,243 576,441 1,641,684
2027 1,086,233 554,433 1,640,666
2028 1,111,421 528,733 1,640,154
2029-2033 6,046,170 2,158,747 8,204,917
2034-2038 7,080,977 1,121,078 8,202,055
2039 1,583,592 60,874 1,644,466
Total 19,864,835 $ 6,200,757 $ 26,065,592 $
Lease Payable
GTrans has entered leases for the machine and equipment uses. The terms of the agreement was 24 months. The calculated interest rate used was 2.024%.

Principal and interest payments to maturity at June 30, 2023 are as follows:

Fiscal Year Principal Interest Total
2024 $ 147 13,353 $ 13,500 $
Subscription Payable
GTrans has entered into subscriptions for information technology arrangements. The terms of the arrangements range from 24 to 60 months with implicit rates used between 0.552% to of 3.305%. Principal and interest to maturity are as follows:

Principal and interest payments to maturity at June 30, 2023 are as follows:

Fiscal Year Principal Interest Total
2024 100,280 $ 5,775 $ 106,055 $
2025 100,924 3,329 104,253
2026 16,097 850 16,947
2027 11,283 373 11,656
Total $ 10,327 228,584 $ 238,911 $
Compensated Absences
All vested vacation and compensatory leave time are recognized as an expense and as a liability in the business-type funds at the time the liability vests. GTrans funds have been used to liquidate the liability. The balance outstanding at June 30, 2023 was $1,800,865.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
28 Note 7 – Employees’ Retirement Plan
General Information about the Pension Plan
Plan Description
The GTrans participates in the City’s pension plan. The City contributes to the California Public Employees Retirement System (“CalPERS”) miscellaneous plan, an agent multiple-employer defined benefit pension plan. CalPERS acts as a common investment and administrative agent for participating public entities within the State of California. Benefit provisions and all other requirements are established by state statue and City ordinance. A full description of the pension plan regarding number of employees covered, benefit provisions, assumptions (for funding, but not accounting purposes), and membership information are listed in the Annual Actuarial Valuation Report. This report and CalPERS’ audited financial statements are publicly available reports that can be obtained at CalPERS’ website under Forms and Publications (www.calpers.ca.gov/page/forms-publications).

Benefit Provided
CalPERS provides retirement and disability benefits, annual cost-of-living adjustments, and death benefits to plan members and beneficiaries. A classic CalPERS member becomes eligible for service retirement upon attainment of age 50 with at least 5 years of credited service. PEPRA miscellaneous members become eligible for service retirement upon attainment of age 52 with at least 5 years of service. The service retirement benefit is a monthly allowance equal to the product of the benefit factor, years of service, and final compensation. The final compensation is the monthly average of the member’s highest 36 or 12 consecutive months’ full-time equivalent monthly pay. Retirement benefits for classic miscellaneous employees are calculated as 2% of average final 12 months compensation. Retirement benefits for PEPRA miscellaneous employees are calculated as 2% of the average final 36 months compensation.

Participant is eligible for non-industrial disability retirement if the participant becomes disabled and has at least 5 years credited service. There is no special age requirement. The standard non-industrial disability retirement benefit is a monthly allowance equal to 1.8 percent of final compensation, multiplied by service.

Industrial disability benefits are not offered to miscellaneous employees.

An employee's beneficiary may receive the basic death benefit if the employee becomes deceased while actively employed. The employee must be actively employed with the City to be eligible for this benefit. An employee's survivor who is eligible for any other pre-retirement death benefit may choose to receive that death benefit instead of this basic death benefit. The basic death benefit is a lump sum in the amount of the employee's accumulated contributions, where interest is currently credited at 7.65 percent per year, plus a lump sum in the amount of one month's salary for each completed year of current service, up to a maximum of six months' salary. For purposes of this benefit, one month's salary is defined as the member's average monthly full-time rate of compensation during the 12 months preceding death.

Upon the death of a retiree, a one-time lump sum payment of $500 will be made to the retiree’s designated survivor(s), or to the retiree’s estate.

Benefit terms provide for annual cost-of-living adjustments to each employee’s retirement allowance. Beginning the second calendar year after the year of retirement, retirement and survivor allowances will be annually adjusted on a compound basis by 2 percent.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
29 Note 7 – Employees’ Retirement Plan (Continued)
General Information about the Pension Plan (Continued)
Employees Covered by Benefit Terms
At June 30, 2021, the valuation date, the following GTrans’ employees were covered by the benefit terms under the City’s miscellaneous plan:

Active employees 130
Transferred and terminated employees 66
Retired Employees and Beneficiaries 74
Total 270
Contributions
Section 20814(c) of the California Public Employees’ Retirement Law (“PERL”) requires that the employer contribution rates for all public employers are determined on an annual basis by the actuary and shall be effective on the July 1 following notice of a change in the rate. The total plan contributions are determined through CalPERS’ annual actuarial valuation process. The actuarially determined rate is the estimated amount necessary to finance the costs of benefits earned by employees during the year, with an additional amount to finance any unfunded accrued liability. The employer is required to contribute the difference between the actuarially determined rate and the contribution rate of employees. For the measurement period ended June 30, 2022, the employer’s contribution rates were 9.25%. The active classic miscellaneous employee contribution rate was 7% of annual pay and the active PEPRA miscellaneous employee contribution rate was 6.75% of annual pay.

Net Pension Liability
Actuarial Methods and Assumption Used to Determine Total Pension Liability For the measurement period ended June 30, 2022, the total pension liability was determined by rolling forward the June 30, 2021 total pension liability. The June 30, 2021 total pension liabilities were based on the following actuarial methods and assumptions:

Actuarial Cost Method
Actuarial Assumptions:

Discount Rates
Inflation
Salary Increases
Mortality Rate Table1
Post Retirement Benefit Increase
Entry Age Normal
Derived using CalPERS's Membership Data for all Funds.

In 2021, the lesser of contract COLA or 2.30% until Purchasing Power Protection allowance floor on purchasing power applies,

2.30% thereafter

6.90%

2.30%
Varies by Entry Age and Service
1 The mortality table used was developed based on CalPERS-specific data. The probabilities of mortality are based on the 2021 CalPERS Experience Study for the period from 2001 to 2019. Pre-retirement and Post-retirement mortality rates include generational mortality improvement using 80% of Scale MP-2020 published by the Society of Actuaries.

For more details on this table, please refer to the CalPERS Experience Study and Review of Actuarial Assumptions report from November 2021 that can be found on the CalPERS website.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
30 Note 7 – Employees’ Retirement Plan (Continued)
Net Pension Liability (Continued)
Change of Assumptions
Effective with the June 30, 2021 valuation date (2022 measurement date), the accounting discount rate was reduced from 7.15% to 6.90%. in determining the long-term expected rate of return, CalPERS took into account long-term market return expectations as well as the expected pension and fund cash flows. Projected returns for all asset classes are estimated, combined with risk estimates, and are used to project compound (geometric) returns over the long term.

The discount rate used to discount liabilities was informed by the long-term projected portfolio return. In addition, demographic assumptions and the inflation rate assumption were changed in accordance with the 2021 CalPERS Experience Study and Review of Actuarial Assumptions.

Long-Term Expected Rate of Return
The long-term expected rate of return on pension plan investments was determined using a building-block method in which expected future real rates of return (expected returns, net of pension plan investment expense and inflation) are developed for each major asset class.

In determining the long-term expected rate of return, CalPERS took into account both short-term and long-term market return expectations. Using historical returns of all of the funds’ asset classes, expected compound (geometric) returns were calculated over the next 20 years using a building-block approach. The expected rate of return was then adjusted to account for assumed administrative expenses of 10 Basis points.

The expected real rates of return by asset class for 2022 are as follows:

Asset Class1
Assumed Asset
Allocation Real Return1, 2
Global Equity - Cap-weighted 30.00% 4.54%
Global Equity - Non-Cap-weighted 12.00% 3.84%
Private Equity 13.00% 7.28%
Treasury 5.00% 0.27%
Mortgage-backed Securities 5.00% 0.50%
Investment Grade Corporates 10.00% 1.56%
High Yield 5.00% 2.27%
Emerging Market Debt 5.00% 2.48%
Private Debt 5.00% 3.57%
Real Assets 15.00% 3.21%
Leverage -5.00% -0.59%
100.00%
1 An expected inflation of 2.30% used for this period.
2 Figures are based on the 2021 Asset Liability Management study.

Discount Rate
The discount rate used to measure the total pension liability was 6.90%. The projection of cash flows used to determine the discount rate assumed that contributions from plan members will be made at the current member contribution rates and that contributions from employers will be made at statutorily required rates, actuarially determined. Based on those assumptions, the Plan’s fiduciary net position was projected to be available to make all projected future benefit payments of current plan members. Therefore, the long-term expected rate of return on plan investments was applied to all periods of projected benefit payments to determine the total pension liability.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
31 Note 7 – Employees’ Retirement Plan (Continued)
Changes in the Net Pension Liability
Proportionate Share of Net Pension Liability
GTrans’ proportionate share of net pension liability of the City’s miscellaneous plan is determined by the City’s CalPERS long term projected contribution made by GTrans over the total miscellaneous plan contribution. The following table shows GTrans’ proportionate share of the City’s miscellaneous plan net pension liability over the measurement period ended June 30, 2022.

Total Pension Plan Fiduciary Net Net Pension
Liability Position Liability
(a) (b) (c) = (a) - (b)
Balance at June 30, 2021 (Valuation Date) 85,386,294 $ 95,541,439 $ (10,155,145) $ Balance at June 30, 2022 (Measurement Date) 85,617,067 82,570,200 3,046,867 Net Changes during 2021-2022 230,773 (12,971,239) 13,202,012 Increase (Decrease)
The GTrans’ proportionate shares of the net pension liabilities are as follows:

Measurement Date 2022
June 30, 2021 46.7030%
June 30, 2022 45.3608%
Change - Increase (Decrease) -1.3422%
Sensitivity of the Net Pension Liability to Changes in the Discount Rate The following presents the net pension liability of the Plan as of the measurement date of June 30, 2022, calculated using the discount rate of 6.90%, as well as what the net pension liability would be if it were calculated using a discount rate that is 1 percentage-point lower (5.90%) or 1 percentage-point higher (7.90%) than the current rate:

Discount Rate - 1% Current Discount Discount Rate + 1%
Measurement Date (5.90%) Rate (6.90%) (7.90%)
June 30, 2022 14,315,195 $ 3,046,867 $ (6,210,181) $
Plan's Net Pension Liability
Pension Plan Fiduciary Net Position
Detailed information about the plan’s fiduciary net position is available in the separately issued CalPERS financial report.

Pension Expense and Deferred Outflows and Inflows of Resources Related to Pensions For the measurement period ended June 30, 2022, the GTrans incurred a pension expense of $993,526.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
32 Note 7 – Employees’ Retirement Plan (Continued)
Pension Expense and Deferred Outflows and Inflows of Resources Related to Pensions (Continued) As of measurement date of June 30, 2022, GTrans had deferred outflows and deferred inflows of resources related to pensions as follows:

Deferred outflows Deferred inflows
of resources of resources
Contribution made after the measurement date 877,731 $ - $ Difference between expected and actual experience - (1,800,304) Changes in assumption 1,668,613 -
Net difference between projected and actual earning on
pension plan investments 4,479,777 -
Total $ (1,800,304) 7,026,121 $
June 30, 2022
Measurement Date
The amounts above are net of outflows and inflows of resources recognized in the 2021-2022 measurement period expense.

The expected average remaining service lifetime (“EARSL”) is calculated by dividing the total future service years by the total number of plan participants (active, inactive, and retired). The EARSL for the miscellaneous plan for the 2021- 2022 measurement periods is 3.2 years, which was obtained by dividing the total service years of 3,447 (the sum of remaining service lifetimes of the active employees) by 1,087 (the total number of participants: active, inactive, and retired), respectively.
$877,731 reported as deferred outflows of resources related to pensions resulting from the GTrans’ portion of the City’s contributions subsequent to the measurement date are recognized as a reduction of the net pension liability in the year ending June 30, 2024. Other amounts reported as deferred outflows and deferred inflows of resources related to pensions will be recognized in the future pension expense as follows:

Year
Ended June 30 Amounts
2023 559,626 $
2024 697,340
2025 455,398
2026 2,635,722
2027 -
Thereafter -
Total $ 4,348,086
(Inflows) of Resources
Miscellaneous Plan
Deferred Outflows/
The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
33 Note 8 – Net Other Postemployment Benefits Liability (“OPEB”) General Information about the OPEB Plan
Plan Description
Plan Administration
The City’s governing board administers the Postemployment Benefits Plan (the “Plan”). The Plan is a single employer defined benefit plan that is used to provide postemployment benefits other than pensions (“OPEB”) for eligible retirees.

The Plan provides medical insurance benefits to eligible retirees of the transportation enterprises. Benefits are provided through the City’s self-insured plan and Kaiser. The City’s governing board has the authority to establish and amend the benefit terms as contained within the labor agreements.

Benefits Provided
The City provides retiree health benefits to eligible retirees and dependents based on employment group and the employee’s classification as either Classic or PEPRA under CalPERS.

Gardena Municipal Employees Association (GMEA) members:

Tier 1: Classic employees hired before July 1, 2002 are eligible to retire at age 55 with 13 years of service. City paid health coverage is at the two-party plan rate.

Tier 2: Employees hired between July 1, 2002 and July 1, 2021:
a) Classic employees hired on or after July 1, 2002 and before January 1, 2013 may retire at age 55 with 20 years of service. City paid health coverage is at the retiree only plan rate. b) PEPRA employees hired on or after January 1, 2013 and before July 1, 2021, are eligible to retire at age 62 with 20 years of service. City paid health coverage is at the retiree only plan rate.

Tier 3: Employees hired on or after July 1, 2021 earn benefits by the following minimum requirements:
a) Twenty (20) years of full-time service with the City earns 75% of single party rate; or b) Twenty-five (25) years of full-time service earns 100% of the single party rate; and c) Enrollment in an any health insurance plan offered by the City for the minimum years of service; and d) Age fifty-five (55) years for Classic employees or sixty-two (62) years for PEPRA employees for full CalPERS service retirement; and
e) Retiree coverage shall terminate upon the date the retiree becomes Medicare eligible or death of the retiree, whichever occurs first.

Gardena Municipal Employees Organization (GMEO) members:

Tier 1: Classic employees hired before March 15, 2000 are eligible to retire at age 55 with 13 years of service.

City paid health coverage is at the two-party plan rate.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
34 Note 8 – Net Other Postemployment Benefits Liability (“OPEB”) (Continued) General Information about the OPEB Plan (Continued)
Plan Description (Continued)
Benefits Provided (Continued)
Tier 2: Employees hired between March 15, 2000 and January 1, 2013:
a) Classic employees hired between March 15, 2000 and December 31, 2008 may retire at age 55 with 13 years of service. City paid health coverage is at the retiree only plan rate. Spousal coverage is available with an employee contribution of $175 per month.
b) Classic employees hired on or after January 1, 2009, are eligible to retire at age 55 with 13 years of service.

City paid health coverage is at the retiree only plan rate. Spousal coverage is available with an employee contribution of $250 per month.

Tier 3: PEPRA employees hired on or after January 1, 2013, are eligible to retire at age 62 with 20 years of service. City paid health coverage is at the retiree only plan rate. Spousal coverage is available with an employee contribution of $250 per month
Tier 4: Employees hired on or after July 1, 2021 earn benefits by the following minimum requirements:
a) Twenty (20) years of full-time service with the City earns 75% of single party rate; or b) Twenty-five (25) years of full-time service earns 100% of the single party rate; and c) Enrollment in an any health insurance plan offered by the City for the minimum years of service; and d) Age fifty-five (55) years for Classic employees and age sixty-two (62) for PEPRA employees for full CalPERS service retirement; and
e) Retiree coverage shall terminate upon the date the retiree becomes Medicare eligible or death of the retiree, whichever occurs first.

The benefits provided for retirees are the same as for active employees of the City. Lifetime benefits are provided for eligible GMEA and GMEO members hired before July 1, 2021. Benefits cease at age 65 for all members hired on or after July 1, 2021. The City contributes to the cost of health premiums up to the applicable cap of $1,498 and $1,329 per month for the calendar years 2023 and 2022.

Eligibility
All of the Plan’s employees became participants in accordance with a negotiated Memorandum of Understanding (“MOU”) as negotiated by each group or bargaining unit. In order to receive benefits, eligible employees must meet the minimum requirements defined in their MOU. At June 30, 2022, measurement date, the following numbers of participants were covered by the benefit terms:

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
35 Note 8 – Net Other Postemployment Benefits Liability (“OPEB”) (Continued) General Information about the OPEB Plan (Continued)
Eligibility (Continued)
Inactive plan members or beneficiaries
currently receiving benefit payments 43
Active employees 101
Total 144
Contributions
As the plan sponsor, the City determines the contributions needed to fund the OPEB Plan. The City pays the liability on a pay-as-you-go basis. The City participates in the California Employers’ Retiree Benefit Trust (CERBT) in accordance with GASB 75, which provides a means to fund the annual OPEB costs.

Net OPEB Liability
The GTrans net OPEB liabilities were measured as of June 30, 2022, and total liabilities used to calculate the net OPEB liabilities were determined by actuarial valuation as of June 30, 2022.

Significant Actuarial Assumptions Used for Total OPEB Liability The net OPEB liability, measured as of June 30, 2022 was determined using the following actuarial assumptions:

Actuarial Cost Method
Actuarial of Fiduciary Net Position
Recognition of deferred inflows and outflows of
resources
Salary Increases
Inflation Rate
Investment Rate of Return
Healthcare Cost Trend Rate (City Plan)
Healthcare Cost Trend Rate (Kaiser)
Preretirement Mortality
Postretirement Mortality
Entry Age, Level Percent of Pay

2.50%
Post-retirement Mortality Rates for Public Agency
Miscellaneous from CalPERS Experience Study (2000-2019).

Fair value of assets
Closed period equal to the average of the expected remaining service lives of all employees provided with OPEB

6.25%, net of OPEB plan investment expense

2.75%

6.50% for 2022, 6.00% for 2023, 5.50% for 2024, 5.25% for 2025-2029, 5.00% for 2030-2039, 4.75% for 2040-2049, 4.50% for 2050-2069 and 4.00% for 2070 and later years.

Medicare ages: 6.00% for 2022, 5.50 precent for 2023, 5.00% for 2024, 4.50% for 2025-2029, 4.25% for 2030-20269, and 4.00% for 2070 and later years.

6.50% for 2022, 6.00% for 2023, 5.50% for 2024, 5.25% for 2025-2029, 5.00% for 2030-2039, 4.75% for 2040-2049, 4.50% for 2050-2069 and 4.00% for 2070 and later years.

Medicare ages: 4.50% for 2022-2029 and 4.00% for 2030 and later years.

Preretirement Mortality Rates for Public Agency Miscellaneous from CalPERS Experience Study (2000-2019).

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
36 Note 8 – Net Other Postemployment Benefits Liability (“OPEB”) (Continued) Net OPEB Liability (Continued)
Long-Term Expected Rate of Return
The long-term expected rate of return on OPEB plan investments was determined using a building-block method in which expected future real rates of return (expected returns, net of investment expense and inflation) are developed for each major asset class. The calculated investment rate of return was set equal to the expected ten-year compound (geometric) real return plus inflation (rounded to the nearest 25 basis points, where appropriate). The table below provides the long-term expected real rates of return by asset class (based on published capital market assumptions).

Asset Class
Assumed Asset
Allocation Real Rate of Return
Global ex-U.S. Equity 59.00% 4.80%
Fixed Income 25.00% 1.80%
TIPS 5.00% 1.60%
Real Estate 8.00% 3.70%
Commodities 3.00% 1.90%
100.00%
Discount Rate
GASB 75 requires a discount rate that reflects the following: a) The long-term expected rate of return on OPEB plan investments – to the extent that the OPEB plan’s fiduciary net position (if any) is projected to be enough to make projected benefit payments and assets are expected to be invested using a strategy to achieve that return. b) A yield or index rate for 20-year, tax-exempt general obligation municipal bonds with an average rating of AA/Aa or higher – to the extent that the conditions in (a) are not met.

To determine a resulting single (blended) rate, the amount of the plan’s projected fiduciary net position (if any) and the amount of projected benefit payments is compared in each period of projected benefit payments. The discount rate used to measure the GTrans’s total OPEB liability is based on these requirements and the following information:

Long-Term
Expected Return of
Plan Investments
Fidelity GO AA 20
Years Municipal
Index Discount Rate

6.25% 3.54% 6.25%
The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
37 Note 8 – Net Other Postemployment Benefits Liability (“OPEB”) (Continued) Net OPEB Liability (Continued)
Change in Net OPEB Liability
The following tables show the GTrans’ Change in Net OPEB Liability over the measurement period ended June 30, 2022.

Total OPEB Plan Fiduciary Net Net OPEB
Liability Position Liability
(a) (b) (c) = (a) - (b)
Balance at June 30, 2021 11,625,436 $ 5,713,012 $ 5,912,424 $ Changes recognized for the measurement period:

Service Cost 300,182 - 300,182
Interest on the total OPEB liability 718,462 - 718,462
Difference between expected and actual experience 1,378,033 - 1,378,033 Changes of assumptions (475,092) - (475,092)
Contributions - employer - 873,696 (873,696)
Net investment income - (764,412) 764,412
Benefits payment (873,696) (873,696) -
Administrative expenses - (1,447) 1,447
Net changes during July 1, 2021 to June 30, 2022 1,047,889 (765,859) 1,813,748 Balance at June 30, 2022 (Measurement Date) 12,673,325 $ 4,947,153 $ 7,726,172 $ 1 Amount includes any implicit subsidy associated with benefits paid.

Increase (Decrease)
2023
Sensitivity of the net OPEB Liability to Changes in the Discount Rate The following tables present the total OPEB liability of the GTrans, as well as what the GTrans’ total OPEB liability would be if it were calculated using a discount rate that is 1-percentage-point lower (5.25 percent) or 1-percentagepoint higher (7.25 percent) than the current discount rate.

Discount Rate - 1% Current Discount Discount Rate + 1%
Measurement Date (5.25%) Rate (6.25%) (7.25%)
June 30, 2022 9,418,573 $ 7,726,172 $ 6,324,936 $
Plan's Net OPEB Liability
Sensitivity of the Total OPEB Liability to Changes in the Health Care Cost Trend Rates The following tables present the total OPEB liability of the GTrans, as well as what the GTrans’ total OPEB liability would be if it were calculated using healthcare cost trend rates that are 1-percentage-point lower or 1-percentage-point higher than the current healthcare cost trend rates for measurement dates June 30, 2022.

Measurement Date 1% Decrease Current Trend 1% Increase
June 30, 2022 6,123,471 $ 7,726,172 $ 9,712,583 $
Plan's Net OPEB Liability
The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
38 Note 8 – Net Other Postemployment Benefits Liability (“OPEB”) (Continued) OPEB Expense and Deferred Outflows of Resources and Deferred Inflows of Resources Related to OPEB For the measurement period ended June 30, 2022, the GTrans recognized OPEB expenses of $811,910. At June 30, 2023, the GTrans reported deferred outflows of resources and deferred inflows of resources related to OPEB from the following sources:

Deferred outflows Deferred inflows
of resources of resources
Difference between expected and actual experience 1,325,250 $ (185,400) $ Changes of assumptions 73,830 (554,016)
Net difference between projected and actual earnings
on plan investments 386,621 -
Employer contributions made subsequent to
the measurement date 724,778 -
Total $ (739,416) 2,510,479 $
2023
$724,778 reported as deferred outflows of resources related to OPEB resulting from the GTrans’ portion of the City’s contributions subsequent to the measurement date are recognized as a reduction of the net OPEB liability in the year ending June 30, 2024. Other amounts reported as deferred outflows and deferred inflows of resources related to other postemployment benefits will be recognized in the future other postemployment benefits expense as follows:

Year
Ending June 30 2023
2023 147,837 $
2024 143,094
2025 115,226
2026 311,828
2027 294,691
Thereafter 33,609
Total $ 1,046,285
Deferred Outflows/
(Inflows) of Resources
The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
39 Note 9 – Capital Contributions
The following represents the different sources of capital contributions for the year ended June 30, 2023:

Proposition 1B - Security Bridge 7,015 $
Municipal Operator Service Improvement Program ("MOSIP") 877,150 Federal Transit Assistance Funds 1,281,673
State Transit Assistance 27,804
The Los Angeles County Metropolitan Transportation Authority:

Information Technology Systems 586,877
Bus Signal 154,328
Solar Project 811
Mobile Source Air Pollution Reduction Review Committee ("MSRC") Natural Gas Infrastructure Program 251,178
Low Carbon Transit Program 84
Total $ 3,186,920
Note 10 – Related Party Transactions
Certain general and administrative costs are allocated to the GTrans by the City based upon an approved cost allocation plan. Such allocated costs were $2,305,675 was included as other operating expenses in the accompanying statement of revenues, expenses, and changes in net position for the year ended June 30, 2023.

Due to the City in the amount of $7,093,382 reported in the accompanying statement of net position was resulted from the short-term cash borrowing.

Note 11 – Net Investment In Capital Assets
The following is the calculation of net investment in capital assets at June 30, 2023. 2023
Capital assets, net of
accumulated depreciation and amortization 59,036,668 $
Less: capital assets related accounts payable (828,673) Less: lease payable (228,584)
Less: subscription payable (13,353)
Total $ 57,966,058
Note 12 – Commitments & Contingencies
A. Lawsuits
The GTrans is presently involved in certain matters of litigation that have arisen in the normal course of conducting the GTrans’ business. Management believes, based upon consultation with attorneys that these cases, in the aggregate, are not expected to result in a material adverse financial impact on the GTrans. Additionally, the GTrans’ management believes that the GTrans’ insurance programs are sufficient to cover any potential losses should an unfavorable outcome materialize.

The GTrans Enterprise Fund of the City of Gardena
Notes to the Financial Statements (Continued)
For the Year Ended June 30, 2023
40 Note 12 – Commitments & Contingencies (Continued)
B. Federal and State Grant Programs
The City participates in Federal and State grant programs for GTrans, the principal of which are subject to program compliance audits pursuant to the Single Audit Act as amended and applicable State requirements. Accordingly, the City’s compliance with applicable grant requirements will be established at a future date. The amount of expenditures which may be disallowed by the granting agencies cannot be determined at this time, although GTrans management anticipates such amounts, if any, will be immaterial.

REQUIRED SUPPLEMENTARY INFORMATION (UNAUDITED)
41 Measurement Date June 30,2022 June 30,2021 June 30, 2020 June 30, 2019 June 30, 2018 GTrans Proportion of the Net Pension Liability 45.36080% 46.70000% 46.70000% 47.80000% 46.05480% GTrans's Proportionate Share of
the Net Pension Liability (Asset) 3,046,867 $ (10,155,145) $ 22,722,142 $ 20,652,115 $ 17,636,461 $ GTrans's Covered Payroll $ 8,986,120 9,856,478 $ 10,165,752 $ 9,725,277 $ 9,297,404 $ GTrans's Proportionate Share of the Net Pension
Liability (Asset) as a Percentage of Its Covered Payroll 30.91% -113.01% 223.52% 212.36% 189.69% GTrans's Proportionate Share of the Fiduciary Net
Position as a Percentage of the Total Pension Liability 96.44% 111.89% 73.56% 74.28% 76.06% Notes to Schedule:

Changes of Assumptions: In 2022, the accounting discount rate was reduced from 7.15% to 6.90%. In determining the long-term expected rate of return, CalPERS took into account long-term market return expectations as well as the expected pension fund cash flows. Projected returns for all asset classes are estimated, combined with risk estimates, and are used to project compound (geometric) returns over the long term. The discount rate used to discount liabilities was informed by the long-term projected portfolio return. In addition, demographic assumptions and the inflation rate assumption were changed in accordance with the 2021 CalPERS Experience Study and Review of Actuarial Assumptions. In 2021, 2020 and 2019, there were no changes. In 2018, demographic assumptions and inflation rate were changed in accordance to the CalPERS Experience Study and Review of Actuarial Assumptions December 2017. There were no changes in the discount rate. In 2017, the discount rate was reduced from

7.65 percent to 7.15 percent. In 2016, there were no changes. In 2015, amounts reported reflect an adjustment of the discount rate from 7.5 percent (net of administrative expense) to 7.65 percent (without a reduction for pension plan administrative expense.) In 2014, amounts reported were based on the 7.5 percent discount rate.

For the Year Ended June 30, 2023
1 Historical information is presented only for measurement periods after GASB 68 implementation in 2013-14.

Change in Benefit Terms: There were no changes in benefit terms.

California Public Employees' Retirement System ("CalPERS") - GTrans Last Ten Fiscal Years1
The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of the GTrans' Proportionate Share of the Net Pension Liability 42 Measurement Date June 30, 2017 June 30, 2016 June 30, 2015 June 30, 20141 GTrans Proportion of the Net Pension Liability 44.79196% 50.31818% 50.31818% 50.31818% GTrans's Proportionate Share of
the Net Pension Liability 19,931,911 $ 16,916,479 $ 12,394,309 $ 12,288,210 $ GTrans's Covered Payroll $ 8,766,851 8,881,850 $ 9,049,080 $ 8,756,618 $ GTrans's Proportionate Share of the Net Pension
Liability (Asset) as a Percentage of Its Covered Payroll 224.41% 192.96% 136.97% 140.33% GTrans's Proportionate Share of the Fiduciary Net
Position as a Percentage of the Total Pension Liability 75.13% 76.80% 82.27% 84.97% For the Year Ended June 30, 2023
Last Ten Fiscal Years
California Public Employees' Retirement System ("CalPERS") - Gtrans (Continued) The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of the GTrans' Proportionate Share of the Net Pension Liability (Continued) 43 Fiscal Year 2022-23 2021-2022 2020-21 2019-18 2018-19 Actuarially determined contribution 877,731 $ 981,092 $ 2,102,021 $ 1,993,187 $ 1,651,631 $ Contributions in relation to the
actuarially determined contribution (877,731) (981,092) (22,470,696) (1,993,187) (1,651,631) Contribution deficiency (excess) - $ - $ (20,368,675) $ - $ - $ Covered Payroll1 $ 9,856,478 10,241,478 $ 8,986,120 $ 10,165,752 $ 9,725,277 $ Contributions as a percentage of covered payroll2 8.57% 9.95% 250.06% 19.61% 16.98% Notes to Schedule:
1 Covered payroll represented above is based on pensionable earnings.

Changes of Assumptions: In 2022, the accounting discount rate was reduced from 7.15% to 6.90%. In determining the long-term expected rate of return, CalPERS took into account long-term market return expectations as well as the expected pension fund cash flows. Projected returns for all asset classes are estimated, combined with risk estimates, and are used to project compound (geometric) returns over the long term. The discount rate used to discount liabilities was informed by the long-term projected portfolio return. In addition, demographic assumptions and the inflation rate assumption were changed in accordance with the 2021 CalPERS Experience Study and Review of Actuarial Assumptions. In 2021, 2020 and 2019, there were no changes. In 2018, demographic assumptions and inflation rate were changed in accordance to the CalPERS Experience Study and Review of Actuarial Assumptions December 2017. There were no changes in the discount rate. In 2017, the discount rate was reduced from

7.65 percent to 7.15 percent. In 2016, there were no changes. In 2015, amounts reported reflect an adjustment of the discount rate from 7.5 percent (net of administrative expense) to 7.65 percent (without a reduction for pension plan administrative expense.) In 2014, amounts reported were based on the 7.5 percent discount rate.

Benefit Changes: There were no changes in benefit terms.

The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of Contributions - Pensions
For the Year Ended June 30, 2023
Last Ten Fiscal Years
California Public Employees' Retirement System ("CalPERS") - GTrans 44 Fiscal Year 2017-18 2016-17 2015-16 2014-15 2013-14
Actuarially determined contribution 1,517,116 $ 1,329,405 $ 1,163,588 $ 1,014,203 $ 819,390 $ Contributions in relation to the
actuarially determined contribution (1,517,116) (1,329,405) (1,163,588) (1,014,203) (819,390) Contribution deficiency (excess) - $ - $ - $ - $ - $
Covered Payroll 9,297,404 $ 8,881,850 $ 8,766,851 $ 9,049,080 $ 8,756,818 $ Contributions as a percentage of covered payroll 16.32% 14.97% 13.27% 11.21% 9.36% California Public Employees' Retirement System ("CalPERS") - Gtrans (Continued) The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of Contributions - Pensions (Continued)
For the Year Ended June 30, 2023
Last Ten Fiscal Years
45 Measurement period 2021-20221 2020-2021 2019-2020 2018-19 2017-18 Total OPEB liability
Service cost 300,182 $ 340,578 $ 299,863 $ 291,129 $ 238,960 $ Interest 718,462 691,860 706,976 661,199 629,344
Changes of benefit terms - - - -
Changes of assumptions (475,092) - 117,261 - (357,602)
Differences between expected and actual experience 1,378,033 - (294,459) - 301,185 Benefit payments, including refunds (873,696) (272,358) (276,271) (289,528) (494,701) Other - funding rates used by benefits paid - - - -
Net change in total OPEB liability 760,080 1,047,889 553,370 662,800 317,186 Total OPEB liability - beginning of year 10,865,356 11,625,436 10,311,986 9,649,186 9,332,000 Total OPEB liability - end of year (a) $ 11,625,436 12,673,325 $ 10,865,356 $ 10,311,986 $ 9,649,186 $ OPEB fiduciary net position
Contributions - employer 873,696 $ 272,358 $ 276,271 $ 289,528 $ 4,516,245 $ Contributions - employee - - - -
Net investment income (764,412) 1,231,806 152,987 251,747 60,118 Benefit payments, including refunds (873,696) (272,358) (276,271) (289,528) (494,701) Administrative expense (1,447) (1,696) (2,115) (874) (505) Other changes - - - - -
Net change in plan fiduciary net position 1,230,110 (765,859) 150,872 250,873 4,081,157 Plan fiduciary net position - beginning of year 4,482,902 5,713,012 4,332,030 4,081,157 - Plan fiduciary net position - end of year (b) $ 5,713,012 4,947,153 $ 4,482,902 $ 4,332,030 $ 4,081,157 $ Plan net OPEB liability - end of year (a) - (b) $ 5,912,424 7,726,172 $ 6,382,454 $ 5,979,956 $ 5,568,029 $ Plan fiduciary net position as a percentage
of the total OPEB liability 39.04% 49.14% 41.26% 42.01% 42.30% Covered employee payroll $ 8,791,518 10,652,412 $ 10,811,701 $ 9,798,690 $ 10,316,000 $ Plan net OPEB liability as
a percentage of covered employee payroll 72.53% 67.25% 59.03% 61.03% 53.97% Notes to Schedule:

Changes of benefit terms: There were no changes of benefit terms in 2022.

Changes of assumptions: In 2022, there were no changes in discount rate; however, the demographic assumptions and the inflation rate assumption were changed in accordance with the 2002-2019 CalPERS Experience Study and Review of Actuarial Assumptions . In 2020, the discount rate changed from 6.75 percent to 6.25 percent and the inflation assumption was changed from 2.75 percent per year to 2.50 percent. In 2019, There were no changes in assumptions. In 2018, medical plan at retirement assumption updated, trend rate updated, demographic assumptions were updated to CalPERS 1997-2015 Experience Study, and mortality improvement scale was updated to Scale MP-2018. In 2017, there were no changes.
1 Historical information is presented only for measurement periods after GASB 75 implementation in 2016-17.

The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of Changes in Net OPEB Liability and Related Ratios For the Year Ended June 30, 2023
Last Ten Fiscal Years
GTrans Retiree Healthcare Plan
46 Measurement period 2016-17
Total OPEB liability
Service cost $ 232,000
Interest 598,000
Changes of benefit terms -
Changes of assumptions -
Differences between expected and actual experience -
Benefit payments, including refunds (462,000)
Other - funding rates used by benefits paid 190,000
Net change in total OPEB liability 558,000
Total OPEB liability - beginning of year 8,774,000
Total OPEB liability - end of year (a) $ 9,332,000
OPEB fiduciary net position
Contributions - employer $ 462,000
Contributions - employee -
Net investment income -
Benefit payments, including refunds (462,000)
Administrative expense -
Other changes -
Net change in plan fiduciary net position -
Plan fiduciary net position - beginning of year -
Plan fiduciary net position - end of year (b) $ -
Plan net OPEB liability - end of year (a) - (b) $ 9,332,000 Plan fiduciary net position as a percentage
of the total OPEB liability 0.00%
Covered employee payroll $ 9,759,000
Plan net OPEB liability as
a percentage of covered employee payroll 95.62%
GTrans Retiree Healthcare Plan (Continued)
The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of Changes in Net OPEB Liability and Related Ratios (Continued) For the Year Ended June 30, 2023
Last Ten Fiscal Years
47 Fiscal Year 2022-231 2021-22 2020-21 2019-20 2018-19 Actuarially determined contribution 957,996 $ 899,000 $ 848,000 $ 776,000 $ 721,000 $ Contributions in relation to
the actuarially determined contribution (724,778) (873,696) (272,358) (276,271) (532,056) Contribution deficiency (excess) 233,218 $ 25,304 $ 575,642 $ 499,729 $ 188,944 $ Covered payroll 10,945,353 $ 10,494,293 $ 8,791,518 $ 10,811,701 $ 9,798,690 $ Contributions as a percentage of
covered payroll 6.62% 8.33% 3.10% 2.56% 5.43%
1 Historical information is presented only for measurement periods after GASB 75 implementation in 2016-17.

Notes to Schedule:

Methods and assumptions used to determine contribution rates:

Actuarial cost method Entry Age Normal, Level % of pay
Discount Rate:

Long-term Expected Return 6.25%
Municipal Bond Index 3.54%
GASB 75 6.25%
Salary Increases: 2.75%
Withdrawal:

Pre-retirement Mortality:

Postretirement Mortality:

Retirement:

Miscellaneous – Classic
Miscellaneous – PEPRA
Medical Trend:

Preretirement Mortality
Postretirement Mortality
Post-retirement Mortality Rates for Public Agency Miscellaneous from CalPERS Experience Study (2000-2019).

Pre-Medicare - 6.5% for 2022, decreasing on an ultimate rate of 4.00% in 2070+ Medicare City Plan - 6.0% for 2022, decreasing on an ultimate rate of 4.00% in 2070+
GTrans Retiree Healthcare Plan
Service Retirement Rates for Public Agency Miscellaneous—2.00% at 55—from CalPERS Experience Study (2000-2019).

Service Retirement Rates for Public Agency Miscellaneous—2.00% at 62—from CalPERS Experience Study (2000-2019).

Preretirement Mortality Rates for Public Agency Miscellaneous from CalPERS Experience Study (2000-2019).

Terminated Refund and Terminated Vested Rates for Public Agency Miscellaneous from CalPERS Experience Study (2000-2019)
Preretirement Mortality Rates for Public Agency Miscellaneous from CalPERS Experience Study (2000-2019).

Post-retirement Mortality Rates for Public Agency Miscellaneous from CalPERS Experience Study (2000-2019).

The actuarial methods and assumptions used to set the actuarially determined contributions for Fiscal Year 2022-23 were derived from the June 30, The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of Contributions - Other Postemployment Benefits For the Year Ended June 30, 2023
Last Ten Fiscal Years
48 Fiscal Year 2017-18 2016-17
Actuarially determined contribution $ 848,000 785,000 $ Contributions in relation to
the actuarially determined contribution (4,516,544) (462,000) Contribution deficiency (excess) $ 386,000 (3,731,544) $ Covered payroll $ 9,759,000 10,316,000 $
Contributions as a percentage of
covered payroll 43.78% 4.73%
GTrans Retiree Healthcare Plan (Continued)
The GTrans Enterprise Fund of the City of Gardena
Required Supplementary Information (Unaudited)
Schedule of Contributions - Other Postemployment Benefits (Continued) For the Year Ended June 30, 2023
Last Ten Fiscal Years
49 This page intentionally left blank.
50 51

SUPPLEMENTARY INFORMATION
52 This page intentionally left blank.

The GTrans Enterprise Fund of the City of Gardena
Supplementary Information
For the Year Ended June 30, 2023
53 Schedule of Farebox Recovery Ratio Calculation
The GTrans is subject to the provisions of TDA Section 99268.3 and must maintain a minimum fare ratio of 20%.

For the year ended June 30, 2023, the GTrans’ Farebox recovery ratios of operating revenues to operating expenses were as follows:

Operating revenues:

Bus operation related passenger fares 1,303,375 $
Local support:

Proposition A - Local Return 1,738,572
Service charges for maintenance of City's vehicles 126,179 Measure R Local Return 933,379
Measure M Local Return 1,889,268
Proposition C - MOSIP 184,390
Other revenues 34,737
Total operating revenues 6,209,901 $
Operating expenses 27,984,291 $
Less: Depreciation/amortization expense (3,504,186)
Total operating expenses, excluding depreciation/amortization 24,480,105 $ Farebox recovery ratio 25%
The GTrans Enterprise Fund of the City of Gardena
Supplementary Information (Continued)
For the Year Ended June 30, 2023
54 Schedules of Proceeds Received and Expended
Measure R
Unexpended proceeds at beginning of the year 3,206,268 $ Proceeds received/expended:

Measure R Allocation 2,863,918
Interest income 96,392
Expense incurred (1,029,772)
Unexpended proceeds at end of the Year $ 5,136,806
City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 12.C
Section: DEPARTMENTAL

ITEMS - ADMINISTRATIVE

SERVICES
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: Approve contracts with AT&T Business and AT&T Corp (AT&T Consulting) for the purchase of Voice Over Internet Protocol (VOIP) services and AT&T Consulting Services for an estimated total of $30,213 for the period January 1, 2024 through June 30, 2025
COUNCIL ACTION REQUIRED:

Staff Recommendation: Approve Purchase and Contract
RECOMMENDATION AND STAFF SUMMARY:

At the October 24, 2023 City Council Meeting, the City Council authorized the City Manager to execute the authorization to order forms for cellular and data services, enabling the City of Gardena to participate in the State of California Network and Telecommunications (CALNET) program through June 30, 2025. The City conducted various meetings with AT&T, to analyze our existing phone infrastructure and setup, to see how the City could utilize new technology and the CALNET program to save City funds.

The City determined, with the assistance of a professional consultant with AT&T, it could revitalize its current phone infrastructure and replace this with a fully operating VOIP system.

In doing these changes the City would save an estimated $486,000 for the 18 month period from January 1, 2024 through June 30, 2025.

Therefore staff recommends, that the City Council approve the purchase of VOIP services and AT&T Consulting Services for an estimated total of $30,213 for the period January 1, 2024 through June 30, 2025, to save an estimated $486,000 compared to our current rates.

FINANCIAL IMPACT/COST:

Fund
Type
FY 2023-
2024
FY 2023-
2024
Total
General
Fund
$16,190 $12,381 $28,571
GTrans
Fund
$547 $1,095 $1,642
Total $16,737 $13,476 $30,213
ATTACHMENTS:
12-12-23-City of Gardena IP Flex proposal.pdf
12-12-23-AT& T Consulting Proposal.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
December 06, 2023
Copyright Notice and Statement of Confidentiality—© 2023 AT&T Intellectual Property. AT&T and globe logo are registered trademarks and service marks of AT&T Intellectual Property and/or AT&T affiliated companies. All other marks are the property of their respective owners. The contents of the Proposal (except for pricing applicable to E-Rate funded services) are unpublished, proprietary, and confidential and may not be copied, disclosed, or used, in whole or in part, without the express written permission of AT&T Intellectual Property or affiliated companies, except to the extent required by law and insofar as is reasonably necessary in order to review and evaluate the information contained herein.

Proposal for a VOIP solution
Presented to City of Gardena by AT&T
Alexander Pinto
1700 W 162nd St
GARDENA, CA 90247
[email protected]
Office: 310.217.9500
Sean Simpson, CLIENT SOLUTIONS EXECUTIVE
3580 ORANGE ST, N/A
RIVERSIDE, CA 92501, United States
[email protected]
Office: +1 714.651.9665 Cell: +1 714.651.9665
Solution
We’ve assessed your information and developed a VOIP solution that addresses your business needs. The solution includes the following components:
 IP Flexible Reach is a managed Voice over IP (VoIP) solution that provides inbound and outbound calling on your data network, giving you long distance and international calling for all your sites globally and local calling for your U.S. and Most of World (MoW) sites. IP Flexible Reach adds VoIP calling capabilities to your data network.

Proposal for a VOIP solution for City of Gardena
© 2023 AT&T Intellectual Property—AT&T Proprietary—Not for use or disclosure outside of AT&T companies and its third-party representatives except under written agreement.

IP Flexible Reach Enhanced Features Package—The Enhanced Features Package option can help you boost employee productivity, enhance disaster recovery, optimize your network, and maximize the experience of your customers.

Proposal for a VOIP solution for City of Gardena
© 2023 AT&T Intellectual Property—AT&T Proprietary—Not for use or disclosure outside of AT&T companies and its third-party representatives except under written agreement.

IP Flexible Reach for TDM and IP PBXs—This diagram shows a typical IP Flexible Reach configuration for TDM and IP PBXs.

Proposal for a VOIP solution for City of Gardena
© 2023 AT&T Intellectual Property—AT&T Proprietary—Not for use or disclosure outside of AT&T companies and its third-party representatives except under written agreement.

Pricing (CALNET NextGen Month to Month)
The VOIP solution includes the following components and pricing (note: NRC = non-recurring charge and MRC = monthly recurring charge):

Main Circuit 1700 W 162nd St
10mbps At&t Dedicated Internet MRC $446.44 NRC $0.00
23 Concurrent Call Paths Calling Plan A MRC $165.02 NRC $0.00 Failover Circuit 13999 S Western Ave
10mbps At&t Dedicated Internet MRC $446.44 NRC $0.00
23 Concurrent Call Paths Calling Plan A MRC $165.02 NRC $0.00 Total Monthly $1,122.92 Total Monthly $1,122.92
Proposal for a VOIP solution for City of Gardena
© 2023 AT&T Intellectual Property—AT&T Proprietary—Not for use or disclosure outside of AT&T companies and its third-party representatives except under written agreement.

AT&T Advantages
AT&T gives you the following advantages:
 #1 in Customer Satisfaction—AT&T is tops in customer satisfaction for business wireline service delivered to large enterprise customers for the fifth straight year in the J.D.

Power Business Wireline Satisfaction study.1
 Global Business Communications Leader—Nearly 2.5 million businesses, from small businesses to the largest global companies, turn to AT&T. This includes approximately 2,000 of the largest multinational customers (MNCs) that do business on more than two continents and have significant networking requirements in the U.S.  Investing in Our Network—AT&T is consistently one of the top annual investors of capital in the U.S. Over the past five years (2018-2022), we invested more than $140 billion in our wireless and wireline networks, including capital investments and acquisition of wireless spectrum.
_______________________________________
You’ve seen from our proposal that we understand your objectives and have the expertise and resources to support them. We look forward to working with you to implement the VOIP solution and help you achieve your business goals.

Important Information
IP Flexible Reach is provided by AT&T Corp.

Proposal Validity Period—The information and pricing contained in this proposal is valid for a period of 30 days from the date written on the proposal cover page unless rescinded or extended in writing by AT&T.

Terms and Conditions—This Proposal is conditioned upon negotiation of mutually acceptable terms and conditions.

Proposal Pricing—Pricing proposed herein is based upon the specific product/service mix and locations outlined in this Proposal. Any changes or variations in the proposed terms and conditions, the products/services/quantities, length of term, locations, and/or design described herein may result in different pricing. Prices quoted do not include applicable taxes, surcharges, or fees. In accordance with the tariffs or other applicable service agreement terms, Customer is responsible for payment of such charges.

Providers of Service—Subsidiaries and affiliates of AT&T Inc. provide products and services under the AT&T brand. Either AT&T Corp. or AT&T Mobility National Accounts LLC is the proposer for itself and on behalf of its service-providing affiliates.

Software—Any software used with the products and services provided in connection with this Proposal will be governed by the written terms and conditions applicable to such software. Title to software remains with AT&T or its supplier. Customer must comply with all such terms and conditions, and they will take precedence over any agreement between the parties as relates to such software.

Copyright Notice and Statement of Confidentiality—© 2023 AT&T Intellectual Property. AT&T and globe logo are registered trademarks and service marks of AT&T Intellectual Property and/or AT&T affiliated companies. All other marks are the property of their respective owners. The contents of the Proposal (except for pricing applicable to E-Rate funded services) are unpublished, proprietary, and confidential and may not be copied, disclosed, or 1 AT&T received the highest score among large enterprises in the J.D. Power 2018-2022 U.S. Business Wireline Satisfaction Studies of customers’ satisfaction with their business wireline data and voice service provider. Visit jdpower.com/awards for more details.

Proposal for a VOIP solution for City of Gardena
© 2023 AT&T Intellectual Property—AT&T Proprietary—Not for use or disclosure outside of AT&T companies and its third-party representatives except under written agreement.

used, in whole or in part, without the express written permission of AT&T Intellectual Property or affiliated companies, except to the extent required by law and insofar as is reasonably necessary in order to review and evaluate the information contained herein.

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 1 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.

Signature Page
Vendor: AT&T Corp. (“AT&T Consulting”)
Customer: City of Gardena
Engagement Number: 2739-02-4D60
Engagement Name: SIP Transformation
AT&T Contract Number: 20190515-9399
Date of Submission: December 5, 2023
Primary Work Site: Remote & Gardena, CA
AT&T Corp. provides services under the brand AT&T Consulting.

This Statement of Work (SOW) constitutes an offer by AT&T Consulting to perform the services described herein. This offer may, at AT&T Consulting's option, be withdrawn if not signed and returned by City of Gardena within 15 days from the date of submission shown above.

This SOW is an attachment to the Agreement 20190515-9399 and is hereby incorporated into said Agreement. This SOW may only be modified by a written Change Order executed by the parties hereto.

IN WITNESS WHEREOF, the parties hereto have caused this SOW to be duly executed. Each party warrants and represents that its respective signatories whose signatures appear below have been and are on the date of signature duly authorized to execute this SOW.

AUTHORIZED SIGNATURE ACCEPTANCE SIGNATURE
City of Gardena AT&T Corp.

Signature Signature
Name Printed Name Printed
Title Title
Date Date
FOR AT&T Consulting INTERNAL USE ONLY ___________ ________ ATTUID Initials
SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 2 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.

Table of Contents

1. Introduction ............................................................................................................................................................. 3

2. Description of Work ................................................................................................................................................. 3

3. Deliverables ............................................................................................................................................................ 3

4. Approach................................................................................................................................................................. 4

5. Project Dependencies ............................................................................................................................................. 4

6. Assumptions ........................................................................................................................................................... 5

7. Completion Criteria ................................................................................................................................................. 6

8. Customer Responsibilities....................................................................................................................................... 6

9. Communications Plan ............................................................................................................................................. 8 a) Kickoff Meeting ................................................................................................................................................ 8 b) Project Schedule .............................................................................................................................................. 8 c) Status Reports ................................................................................................................................................. 8 d) Status Meetings ............................................................................................................................................... 8

10. Escalation Process ................................................................................................................................................. 9 a) AT&T Consulting Escalation Path .................................................................................................................... 9 b) City of Gardena Escalation Path ...................................................................................................................... 9

11. Initiation of Work ..................................................................................................................................................... 9

12. Timeline .................................................................................................................................................................. 9

13. Charges, Expenses and Invoicing ......................................................................................................................... 10

14. Change Order Process ......................................................................................................................................... 11

15. Engagement Contacts .......................................................................................................................................... 12

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 3 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.

1. Introduction
AT&T Consulting is pleased to provide this Scope of Work (SoW) to the City of Gardena (CoG) to address specific initiatives related to their existing premise-based Cisco Unified Communications infrastructure.

2. Description of Work
AT&T Consulting will implement IP Flexible Reach (SIP trunks) to replace the existing ISDN PRI service for access to the PSTN. Migration to SIP is done in stages and requires the use of a Session Border Controller (SBC). An SBC must be used to terminate carrier provisioned SIP trunks for voice traffic. The installation of an SBC is important as it provides a demarcation point between the carrier and the City’s network. It also provides added security by preventing the carrier from terminating SIP trunks directly to CoG’s UCM cluster. Existing Cisco voice gateways can be used as SBCs. It is assumed that two locations will receive SIP trunks to provide automatic failover capabilities for all CoG locations.

The migration to SIP is a multi-step process. First, AT&T Consulting will configure the existing Cisco voice gateways to terminate AT&T circuits connected to an AT&T managed router. In addition, these voice gateways (routers) will be configured to conform to the requirements established for IP Flex Reach service terminating on Cisco Unified Border Element (CUBE).

AT&T Consulting will make the appropriate additions and modifications to the City of Garden’s UCM cluster to allow for inbound and outbound calling over IP Flex Reach. The IP Flex Reach turn up will include test numbers that will be used to validate call routing.

After the turn-up is completed, Trunk Call Routing (TCR) must be configured to ensure automatic failover occurs between both SIP trunks. AT&T Consulting will test both SIP trunks to ensure TCR is in place and failover occurs successfully for both circuits.

Once TCR has been tested successfully, telephone numbers can be ported. The City of Gardena will provide a list of Direct Inward Dial (DID) telephone numbers to port to SIP. AT&T Consulting will be an active participant during the porting process to ensure telephone numbers have been migrated to SIP and to ensure any applicable configuration changes are made to the UCM cluster.

3. Deliverables
The following deliverables are expected outcomes of this engagement:
 Configuration of existing Cisco voice gateways
 Configuration of existing UCM cluster
 Completion of IP Flex turn-up
SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 4 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.
 Trunk Call Routing configuration
 Testing of SIP and Trunk Call Routing
 Support for number porting

4. Approach
AT&T Consulting will sponsor a project kick-off meeting to review this SOW, obtain any information required from City of Gardena but not yet received, and discuss working arrangements not defined in this SOW.

Each party will designate a Single Point of Contact (SPOC) that has the authority to represent such party and has decision-making authority for most matters. All material communications should be conducted through the SPOCs. Such communications should either be in writing or summed up in writing. However, it is recognized that for the sake of efficiency, there will need to be direct communications between AT&T Consulting team members and various City of Gardena employees. Any conversation that may have a material outcome on the success of the engagement will need to be documented and sent to the SPOCs.

A project schedule will be developed and agreed to early in the engagement. This project schedule will highlight key milestones, deliverable dates, responsible parties, and any predecessor activities. The project schedule will be maintained throughout the engagement and progress will be tracked against it.

During the course of this effort, AT&T Consulting will apply its proprietary methodology to leverage its knowledge gained in similar engagements.

AT&T Consulting, in coordination with City of Gardena, will establish a mutually agreeable working schedule and delivery plan as the first phase of this engagement.

5. Project Dependencies
To manage any necessary changes to scope, deliverables, resource availability, or underlying project assumptions, we will use AT&T’s standard Change Control Process.  Timely access to network devices, systems, locations, documentation, and key stakeholders who are vital to the information collection phase of this project  Scheduling of meetings or receiving timely feedback
 Other than authorized Denial of Service (DoS) attacks, testing activities performed by AT&T Consulting in connection with AT&T Consulting’s services are not intended to interfere with or in any way disrupt any activities of City of Gardena before, during, or after the activities. Nevertheless, testing services may cause interruptions in network service.

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 5 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.
 Appropriate access to customer personnel, vendors, or other entities, or the receipt of current, accurate data, documentation, or systems
 Product vendor(s) are able to remedy hardware or software that fails to perform to specification and be remedied in the timeframe required to meet the engagement schedule.  Product vendor(s) are able to deliver all necessary hardware and software in a commercially reasonable timeframe.

6. Assumptions
The assumptions below were used by AT&T Consulting to scope this engagement based on information provided to it by City of Gardena. If any of these assumptions prove to be invalid, the parties agree to resolve the situation via the Change Order Process. Notwithstanding the foregoing, neither of the principal parties is bound to use the Change Order Process in the event of a material breach by the other party.  Unless mutually agreed otherwise between the parties, working hours for this engagement will be City of Gardena's normal workday (Monday to Friday, 8AM to 5PM, excluding holidays), with the exception of any work that would interfere with City of Gardena’s business or operations, such as upgrades to live equipment.
 There will not be any special conditions or restrictions that would affect a productive workday.  Delays caused by factors outside of the reasonable control of AT&T will be addressed via the Change Order Process.
 Unless otherwise specified in this Statement of Work, Deliverables will be furnished using Microsoft Office products (Word, Excel, PowerPoint, Project, Visio) or in PDF form as appropriate.  City of Gardena’s other vendors and their personnel will be cooperative and forthcoming with information.
 All items listed in the Customer Responsibilities section of the SOW are met, delivered, or provided (as appropriate) in a timely manner.
 AT&T Consulting estimates that approximately 0-25% of the consultant work required will be performed on site, depending on City of Gardena requirements. Consultants work 40 hours per week during local standard business hours, with travel time allotted during the work week for onsite activities.  City of Gardena has ordered the necessary circuits by the start of the Detailed Design phase.  AT&T Consulting implementation activities will cover up to 2 locations.

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 6 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.
 If required, AT&T Consulting’s consultants will have access to systems, hardware, computer rooms, wiring closets, etc. that are necessary to accomplish the deliverables of this engagement.  AT&T Consulting will not provide, test or be responsible for interoperability between or to systems not identified in this SOW.
 All environmental conditions (e.g., power, air conditioning, rack, and floor space) are either currently available or will be provided by City of Gardena within the agreed upon schedule for this engagement.
 All equipment is in working order, performs appropriately, and is at currently supported software, hardware, and firmware revision levels.
 All communications facilities (e.g., WAN circuits, LAN cabling) between locations that are necessary for this engagement are either currently available or will be provided by City of Gardena within the agreed upon schedule for this engagement.
 All required hardware, firmware, and software that are necessary for this engagement are either currently available or will be provided by City of Gardena within the agreed upon schedule for this engagement.
 All test and system configuration work will be started when all equipment at all sites has been installed.

7. Completion Criteria
This engagement will be deemed completed when the following items have been accomplished:
 All Deliverables specified in this SOW have been submitted to the City of Gardena SPOC.

8. Customer Responsibilities
City of Gardena agrees to provide timely access to all personnel, resources (including all necessary hardware, software, network access, adequate and secure workspace, and telephone access) and requested information that is deemed necessary by AT&T Consulting to ensure that AT&T Consulting can fulfill its commitments stated herein. When possible, AT&T Consulting will make reasonable efforts to provide lead-time to City of Gardena. Typically, this notification will occur at the weekly status meetings.

However, it may be necessary from time to time to have a faster response level. In these cases, City of Gardena agrees to respond within 3 business days.

City of Gardena also specifically agrees to:

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 7 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.
 Assign a Single Point of Contact (SPOC) to represent City of Gardena. The SPOC will have decision-making authority for most matters that may arise. Ensure that customer’s SPOC be available to meet with AT&T Consulting a minimum of once a week for progress updates. The City of Gardena SPOC will be responsible to:
 Facilitate the scheduling of interviews and information gathering sessions within City of Gardena’s organization, unless other arrangements are agreed upon by the SPOCs.  Identify and coordinate with the appropriate individuals to review draft deliverables. These reviews must be within the agreed upon timeframe in order to maintain the engagement schedule.
 Provide stakeholder contact information, relevant to this project, prior to the start of the engagement.
 Identify primary on-site contacts and key personnel necessary to conduct required assessment activities in accordance with the project schedule.
 Provide input to and approval of the project schedule.  Ensure that City of Gardena provided materials will be available on or before the date required as per the project schedule.
 Make City of Gardena resources (e.g., network, application, personnel, and third party vendors) available at appropriate points in this engagement.
 Make appropriate representatives available for the presentation of the final deliverables.  Provide AT&T Consulting with all relevant documentation and information as it pertains to the business requirements and current network environment at the kickoff meeting.  Provide all information and materials required for this Statement of Work on a timely basis. To the best of City of Gardena’s ability, all information will be complete and accurate.  Provide all required access (logins, passwords, facilities, personnel, etc.) to AT&T Consulting at the start of the engagement.

If City of Gardena fails to perform any of the responsibilities set forth herein, the parties agree to resolve the situation via the Change Order Process. Notwithstanding the foregoing, neither of the principal parties is bound to use the Change Order Process in the event of a material breach by the other party.

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 8 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.

9. Communications Plan
a) Kickoff Meeting
 This SOW will be reviewed and any questions or issues will either be resolved at the meeting or will be documented and the results communicated in writing as soon as practical.  All key stakeholders within City of Gardena will be identified and their email and phone numbers provided for future reference. Ideally, most if not all of these stakeholders will attend the kickoff meeting.
 All individuals that are to receive the weekly status reports will be identified. The agreed upon form of delivery (e.g., hard copy, email) should also be specified. b) Project Schedule
AT&T Consulting, in coordination with City of Gardena, will jointly develop a project schedule that will, at a minimum, identify milestones and deliverable dates.
c) Status Reports
A status report will be provided weekly and reviewed in the status review meeting. d) Status Meetings
 The initial expectation is that they will be held weekly, although the timing may be adjusted based on the needs of the engagement.
 At a minimum, the City of Gardena and AT&T Consulting SPOCs will be in attendance. Additional parties will be invited based on the needs of the engagement.  AT&T Consulting will provide an update as to the overall status of the engagement and plans for the coming week that will involve City of Gardena personnel or resources.  Discussion and resolution of any non-critical issues that are occurring.  Review of any issues that have been escalated.
 Notification to the other party of any planned absences of key personnel.  Review of the Project Schedule.

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 9 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.

10. Escalation Process
In the event of any issues arising under this SOW, either party may initiate the escalation process by contacting the representative of the other party. If the individuals at any level cannot resolve a performance deficiency to the parties’ reasonable satisfaction within the specified period following referral, a party may require that the matter be escalated to the next level. At each level, the parties’ representatives will attempt in good faith to address the issue as expeditiously as feasible. a) AT&T Consulting Escalation Path
Name Title Phone Number

CHRISTOPHER GILMORE MANAGER PROFESSIONAL

SERVICES ATC
(760) 889-6905 +1 7608896905

KRISTEN FITZGERALD BUSINESS DEVELOPMENT
MANAGER 1 ATC
(424) 225-4294 +1 4242254294

JAMES THOMAS SALES DIRECTOR CONSULTING

SERVICES ATC
(213) 880-0910 +1 2138800910
b) City of Gardena Escalation Path
To be completed at engagement kickoff.

Name Title Phone Number
SPOC

11. Initiation of Work
In order for work to begin, AT&T Consulting will require receipt of the fully executed SOW and any required documents (e.g., purchase order, professional services attachment) 30 days prior to the initiation of work.

The kickoff meeting will mark the official start of this engagement.

If for any reason both parties agree to start the engagement (i.e., conduct the kickoff meeting) later than 15 Jan 2024, any reference in this SOW to a specific start or completion date of a deliverable or other event shall be extended by one business day for each business day that the kickoff meeting is delayed.

12. Timeline
Based on the information provided to AT&T Consulting by City of Gardena and on our professional experience, AT&T Consulting estimates that the work will be completed in approximately 40 hours over a 6-month period. During the course of this engagement, additional information may be available about the SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 10 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.
engagement that may impact the estimated timeline. Changes to the estimated timeline will be addressed via the Change Order Process.

13. Engagement Team

14. Charges, Expenses and Invoicing
As consideration for providing the Services detailed in this SOW, UCI will pay AT&T on a time-and-materials basis in accordance with the standard CalNet NextGen rates as indicated in the table below.

The rate structure for this engagement is:

Title
CalNet4
ID #
Number of
Resources
Hourly Rate
per Person
Estimated
Hours
Estimated
Labor Charge
Sr. Consultant - UC ATTSC 1 $250 40 $10,000
Total $10,000
Both parties agree and acknowledge that this engagement is a variable cost offering and should not be considered a “fixed price bid” nor a “not to exceed” quote. The estimated cost of the work defined in this SOW is $10,000.00. Changes to the cost may occur only through the Change Order Process.

The above charges and fees exclude travel and travel-related expenses such as hotel accommodations, meal, transportation (airfare, taxi, rental car, mileage, airport parking), etc., taking into account the locale, duration, and timing of the travel. The charges also do not include any taxes or other governmental charges that may apply. All quotes are in US dollars.

Customer agrees to reimburse AT&T Consulting for all travel and travel-related costs incurred in accordance with the above guidelines and the AT&T Contract.

Pricing is based on the defined scope of work as set forth in this SOW. Any additions or changes to this SOW may necessitate changes in pricing. Pricing herein assumes no material project delays will occur that would require AT&T to stop or delay work.

Title Qty Responsibility
Sr. Consultant – UC 1 The Sr. Consultant - UC is an expert in Unified Communications, including SIP migrations.

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 11 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.

AT&T Consulting will provide regular status updates to City of Gardena so that the budgetary impacts may be monitored as work progresses. If during the course of the engagement it is determined that the work will extend past the expected duration, then the Change Order Process will be used to provide additional funding.

15. Change Order Process
To manage any necessary changes to scope, deliverables, resource availability, or underlying project assumptions, we will utilize AT&T Consulting’s standard Change Control Process. The process is summarized as follows:

1. Upon recognition of a potential change, City of Gardena and AT&T Consulting will mutually agree upon the nature of the change.

2. AT&T Consulting will determine the effect of the potential change and document the specifics of the change using AT&T Consulting’s standard Change Request template. Change Requests will be assigned a unique control number for convenient reference and management.

3. The Change Request will be provided in draft form to City of Gardena’s primary project contact for review in a timely manner. Any immediate and unavoidable impact on the Services, such as critical path delays being caused by the potential Change Request, will be communicated as soon as possible to City of Gardena leadership.

4. City of Gardena and AT&T Consulting will come to agreement on the terms of the Change Request and City of Gardena will sign the Change Request document. Prior to incurring any additional effort or cost related to the Change Request, AT&T Consulting must be in receipt of a signed Change Request document.

SOW # 2739-02-4D60
SIP Transformation
Confidential Information: This agreement is for use by authorized employees of the Page 12 of 12 Parties hereto only and is not for general distribution within or outside their companies. © 2023 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property.

16. Engagement Contacts
City of Gardena
[Contact Name], [Role]
[Address]
[Email] / [Phone]
AT&T Consulting
KRISTEN FITZGERALD, BUSINESS DEVELOPMENT MANAGER 1 ATC
195 S DOUGLAS ST, N/A
EL SEGUNDO CA 90245 United States
[email protected] / +1 4242254294
AT&T Consulting Alternate Contact

CHRISTOPHER GILMORE, MANAGER PROFESSIONAL SERVICES ATC
7337 TRADE ST, N/A
SAN DIEGO CA 92121 United States
[email protected] / +1 7608896905
City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 13.A
Section: DEPARTMENTAL

ITEMS - COMMUNITY

DEVELOPMENT
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: INTRODUCTION OF ORDINANCE NO. 1863, Making minor amendments to Ordinance No. 1851 which adopted by reference the 2022 Edition of the California Building Standards Code relating to fence permits and rodent-proofing, amending Section 18.42.070.f of the Gardena Municipal Code and finding the action is exempt from the California Environmental Quality Act pursuant to the Common Sense Exemption of CEQA Guidelines Section 15061(b)(3)
COUNCIL ACTION REQUIRED:

Staff Recommendation: Introduce Ordinance No. 1863 and set a public hearing on the adoption for the meeting of January 9, 2024.

RECOMMENDATION AND STAFF SUMMARY:

On May 23, 2023, the City Council adopted Ordinance No. 1851 adopting these Codes and making certain amendments. The Ordinance was then sent to the California Building Standards Code (CBSC).

On August 3, 2023, the City received notice from the CBSC rejecting changes that were made with regard to the Appendix on rodent proofing and the requirement for permits for fences and retaining walls. In response, staff is recommending that the Appendix on rodent proofing that was previously adopted be deleted and that changes be made with regard to fences and retaining walls as shown in the redline of the Ordinance attached.

The Ordinance includes a determination that adoption is not subject to CEQA pursuant to the common sense exemption set forth in CEQA Guidelines section 15061(b)(3).

FINANCIAL IMPACT/COST:

ATTACHMENTS:

Staff Report - 2022 Building Code Adoption.pdf
Ordinance No. 1863.pdf
Resolution No. 6649.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager

City of Gardena
City Council Meeting

AGENDA TITLE:

INTRODUCTION OF ORDINANCE 1863, AN ORDINANCE OF THE CITY OF GARDENA, CALIFORNIA, MAKING MINOR AMENDMENTS TO ORDINANCE NO. 1851 WHICH ADOPTED BY REFERENCE THE 2022 EDITION OF THE CALIFORNIA

BUILDING STANDARDS CODE RELATING TO FENCE PERMITS AND
RODENTPROOFING, AMENDING SECTION 18.42.070F OF THE GARDENA

MUNICIPAL CODE AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT PURSUANT TO THE COMMON SENSE
EXEMPTION OF CEQA GUIDELINES SECTION 15061(b)(3)
RECOMMENDATION:

Staff respectfully recommends that the City Council introduce Ordinance No. 1863 and set a public hearing on the adoption for the meeting of January 9, 2024.

BACKGROUND:

California law requires cities to adopt the California Building Standards Code (CBSC) which is set forth in Title 24 of the California Code of Regulations. On May 23, 2023 the City Council adopted Ordinance No. 1851 adopting these Codes and making certain amendments. The Ordinance was then sent to the CBSC.

On August 3, 2023, the City received notice from the BSC rejecting changes that were made with regard to the Appendix on rodent proofing and the requirement for permits for fences and retaining walls. In response, staff is recommending that the Appendix on rodent proofing that was previously adopted be deleted and that changes be made with regard to fences and retaining walls as shown in the redline of the Ordinance attached hereto.

When adopting the California State Building Standards Code by reference, state law requires that it first be introduced and then the City Council set a public hearing date, after

AGENDA STAFF REPORT

which the City Council may adopt the Ordinance. Additionally, prior to adoption the City Council is required to adopt a resolution setting for the findings and rationale for the amendments to the California Building Standards Code as required by law. The same procedure is being followed for the amendment to the Building and Residential Codes. A resolution justifying the changes to the Building Code is attached, but will be adopted at the same time as the Ordinance is adopted. Upon adoption, the Ordinance and Resolution will again be sent to the California Building Standards Commission in accordance with State law.

In addition to amending Title 15, the Ordinance eliminates section 18.42.070F from the Zoning Code. This section created confusion as it erroneously implied that there was a separate fence permit that was issued by the Planning Division in addition to the building permit.

CEQA
The Ordinance includes a determination that adoption is not subject to CEQA pursuant to the common sense exemption set forth in CEQA Guidelines section 15061(b)(3).

Rodent proofing is not an Appendix that is adopted by the California Building Standards Code and the changes to the fence permit requirements are being adopted are for the protection of the public health and safety and will not have any environmental effects.

FISCAL REVIEW/COST
There will be no fiscal impact as a result of the adoption of the subject Ordinance.

IN CONCLUSION, Staff respectfully recommends that the City Council introduce Ordinance No. 1863 and set a public hearing on its adoption for its regularly scheduled meeting of January 9, 2024, at which time Resolution No. 6649 will also be adopted.

Submitted by: __Greg Tsujiuchi__ Date: December 12, 2023 Attachments:

Ordinance No. 1863
Resolution No. 6649
ORDINANCE NO. 1863

AN ORDINANCE OF THE CITY OF GARDENA, CALIFORNIA,
MAKING MINOR AMENDMENTS TO ORDINANCE NO. 1851
WHICH ADOPTED BY REFERENCE THE 2022 EDITION OF THE

CALIFORNIA BUILDING STANDARDS CODE RELATING TO

FENCE PERMITS AND RODENTPROOFING, AMENDING
SECTION 18.42.070.F OF THE GARDENA MUNICIPAL CODE

AND FINDING THE ACTION IS EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT PURSUANT TO

THE COMMON SENSE EXEMPTION OF CEQA GUIDELINES
SECTION 15061(b)(3)
WHEREAS, California Health & Safety Code Section 18901 et seq. provides that the Building Standards Commission shall adopt a California Building Standards Code (“CBSC”) based on specified uniform codes with input from various State Departments; and WHEREAS, the City is required to adopt the CBSC and may make changes if certain findings are met; and
WHEREAS, on May 23, 2023, the City Council of the City of Gardena adopted Ordinance No. 1851 and sent a copy to the California Building Standards Commission (“Commission”); and
WHEREAS, the City received a letter from the Commission regarding certain changes to the CBSC that were made which were not found to be acceptable; and WHEREAS, the City Council would like to revise certain provisions that it adopted in Ordinance No. 1851 consistent with the direction of the Commission and make a corresponding change to the Zoning Code relating to fence permits as the language erroneously indicates that there is a separate permit required; and WHEREAS, on December 12, 2023 the City Council introduced this Ordinance and set a public hearing for January 9, 2024; and
WHEREAS, Gardena Municipal Code section 18.52.030 which incorporates the state planning and zoning law for how zoning changes should be processed; and WHEREAS, Government Code section 65853 provides that an ordinance which does not change property from one zone to another or imposes, modifies, or removes a regulation may be processed as an ordinary ordinance and need not comply with the zoning amendment procedures; and
WHEREAS, the deletion of section 18.42.070F simply eliminates language which created confusion, but does not eliminate the requirement to obtain permits for fences and retaining walls in accordance with the California Building Code and California Residential Ordinance No. 1863
2 Code so that the zoning procedures are not applicable; and WHEREAS, on January 9, 2024, the City Council held a duly noticed public hearing on this Ordinance; and
WHEREAS, the City Council took into account all evidence presented, both written and oral;

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA DOES ORDAIN AS FOLLOWS:

SECTION 1. Section 15.06.010 of the Gardena Municipal Code is hereby amened to read as follows:

15.06.010 Adoption of Building Code.

Except as may otherwise be provided in this Title, the California Building Code, 2022 Edition (Parts 1 and 2 of Title 24 of the California Code of Regulations), and only Appendices F (Rodentproofing), J (Grading), and P (Emergency Housing). are hereby adopted by reference and made a part of this chapter as though set forth in full herein. These provisions of Title 24, Parts 1 and 2 shall comprise the Building Code of the City of Gardena.

SECTION 2. Section 15.06.020 of the Gardena Municipal Code which amended Section 105.2, item 2 of the California Building Code is hereby amended to read as follows:

15.06.020 Work exempt from permits.

Section 105.2, items 2 and 4 are hereby amended to read as follows:

2. Fences Wood, chain-link, plastic, metal or similar fences not over 6 feet in height or masonry, concrete fence not over 3 feet in height above the lowest adjacent grade unless supporting a surcharge or impounding class I, II or III-A liquids.

4. Retaining walls that are not over 4 3 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or IIIA liquids.

SECTION 3. Section 15.10.010 of the Gardena Municipal Code which amended Section R105.2 of the California Residential Code, is hereby amended to read as follows:

15.10.020 Work exempt from permits.

Section R105.2 of the 2022 California Residential Code, items 2 and 4 under “Building” are hereby amended to read as follows:

Ordinance No. 1863
3 2. Wood, chain-link, plastic, metal or similar Ffences not over 6 feet in height. or masonry, concrete fence not over 3 feet in height above the lowest adjacent grade unless supporting a surcharge or impounding class I, II or IIIA liquids.

4. Retaining walls that are not over 4 3 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or IIIA liquids.

SECTION 4. Section 18.42.070F of the Gardena Municipal Code is hereby deleted:

F. Permit Procedure. No person shall erect, construct or alter a fence or wall unless a permit therefor has been issued by the building and safety division. No permit shall be issued until all fences, walls and hedges on the property conform to the provisions of this section.

1. Applications. An application for a permit shall be filed by the owner or other person having the right to the possession of the land for which the permit is sought.

2. Fees. All permit applications shall be accompanied by a filing fee in an amount established by city council resolution, payable to the city to defray the costs incurred by the city in processing the application.

SECTION 5. CEQA. The City Council finds that the adoption of the California Buildings Standards Code and local amendments thereof is exempt from the California Environmental Quality Act (“CEQA”) under CEQA Guideline section 15061(b)(3) (the commonsense exemption). The action is largely administrative in nature and designed to improve and not degrade environmental quality such that there is no possibility that adopting this Ordinance would adversely affect the environment in any manner that could be significant. Further, except for the amendments that have been adopted, these Codes apply by default.

SECTION 6. Severability. If any provision of this Ordinance is declared to be invalid by a court of competent jurisdiction, it shall not affect any remaining provision hereof. The City Council of the City of Gardena hereby declares that it would have adopted this Ordinance despite any partial invalidity of its provisions.

SECTION 7. Effective Date. This Ordinance shall take effect on the 31st day after adoption.

SECTION 8. Certification. The City Clerk is directed to certify the passage and adoption of this Ordinance; cause it to be entered into the City’s book of original ordinances; make a note of the passage and adoption in the records of this meeting; and, within fifteen (15) Ordinance No. 1863
4 days after the passage and adoption of this Ordinance, cause it to be published or posted in accordance with California law.

Passed, approved, and adopted this 9th day of January, 2024.

TASHA CERDA, Mayor
ATTEST:

MINA SEMENZA, City Clerk
APPROVED AS TO FORM:
_________________________________
LISA E. KRANITZ, Assistant City Attorney
RESOLUTION NO. 6649

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GARDENA,

CALIFORNIA, SETTING FORTH FINDINGS FOR REQUIRED
AMENDMENTS TO THE 2022 CALIFORNIA STATE BUILDING CODE

RELATIVE TO LOCAL CLIMATIC, TOPOGRAPHIC AND GEOLOGIC

CONDITIONS RELATING TO PERMITS FOR FENCES
WHEREAS, California Health & Safety Code Section 18901 et seq. provides that the Building Standards Commission shall adopt a California Building Standards Code (“CBSC”) based on specified uniform codes with input from various State Departments; and
WHEREAS, the City is required to adopt the CBSC and may make changes if certain findings are met; and
WHEREAS, on May 23, 2023, the City Council of the City of Gardena adopted Ordinance No. 1851 and sent a copy to the California Building Standards Commission (“CBSC”); and
WHEREAS, the City received a letter from the Commission regarding certain changes to the CBSC that were made which were not found to be acceptable; and WHEREAS, the City Council would like to revise certain provisions of the Codes that it adopted in Ordinance No. 1851 consistent with the direction of the CBSC and make a corresponding change to the Zoning Code relating to fence permits as the language erroneously indicates that there is a separate permit required; and WHEREAS, Health and Safety Code Section 17958.7 requires that the City Council, before making any modifications or changes to the CBSC, shall make an express finding that such changes or modifications are reasonably necessary because of local climatic, geologic, or topographic conditions;

NOW, THEREFORE, THE CITY OF GARDENA, DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. A copy of Ordinance No. 1863 is attached hereto as Exhibit A.

SECTION 2. Findings Justifying Changes.

A. The change to section 15.06.010 is in compliance with the direction received from the California State Buildings Commission.

B. The changes to section 15.06.020, items 2 and 4 of Section 105.2 of the California Building Code and the changes to section 15.10.020, items 2 and 4 of Section 105.2 of the California Residential Code reducing the height of fences and Resolution No. 6649
3 retaining walls which require permits are justified by the following local geological conditions. Gardena is prone to seismic activity due to the existence of active earthquake faults in the Southern California area. Due to the high geologic activities in this area, amendments are required to address and clarify special needs for structures in a seismically active area.

SECTION 2. The Community Development Department shall file copies of Resolution this Resolution with the California Building Standards Commission as required by Health and Safety Code Section 17958.7.

SECTION 3. The City Clerk shall certify to the passage and adoption of this resolution; shall cause the same to be entered among the original resolutions of said City; and shall make a minute of the passage and adoption thereof in the records of the proceedings of the City Council of said City in the minutes of the meeting at which the same is passed and adopted.

SECTION 4. This resolution shall be effective immediately.

Passed, approved, and adopted this ____ day of __________, 2024. _______________________________
TASHA CERDA, Mayor
ATTEST:
________________________________

MINA SEMENZA
City Clerk
APPROVED AS TO FORM:

CARMEN VASQUEZ, City Attorney
Attachment:

Exhibit A – Ordinance No. 1863
City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 13.B
Section: DEPARTMENTAL

ITEMS - COMMUNITY

DEVELOPMENT
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: INTRODUCTION OF ORDINANCE NO. 1860, Repealing and readopting Chapter 18.43 of the Gardena Municipal Code relating to Density Bonus laws and finding the Ordinance to be exempt pursuant to the common sense exemption of CEQA Guidelines Section 15061(b)(3)
COUNCIL ACTION REQUIRED:

Staff Recommendation: Conduct a Public Hearing and Introduce Ordinance No. 1860 RECOMMENDATION AND STAFF SUMMARY:

State law includes provisions of law known as the Density Bonus Law (“DBL”) which provides incentives for developers to provide affordable housing. The DBL requires the City to adopt an ordinance regarding implementing this law and to keep the ordinance current.

Since 2012, the DBL has been amended by more than 18 bills adopted by the Legislature.

Each time, the City must update its Density Bonus Ordinance to ensure that the City’s regulations that are consistent with State law. For this reason, staff is recommending that the City repeal Chapter 18.43 in its entirety and adopt a new Chapter 18.43 which will adopt the State DBL by reference as it is amended from time to time.

On November 7, 2023, the Planning Commission considered the recommendation to the City on the ordinance involving repealing and readopting Chapter 18.43 of the Gardena Municipal Code relating to Density Bonus laws. At the close of the public hearing, the Commission adopted Resolution No. PC 19-23, recommending that the City Council adopt Ordinance No. 1860, by a 4-0 vote.

This zone text amendment is exempt from the California Environmental Quality Act (CEQA) pursuant to the common sense exemption set forth in Guidelines section 15061(b)(3).

FINANCIAL IMPACT/COST:

None.

ATTACHMENTS:

Staff Report - Ordinance No. 1860.pdf
PC Resolution No. PC 19-23.pdf
Ordinance No. 1860.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager

City of Gardena
City Council Meeting

AGENDA TITLE:

INTRODUCTION OF ORDINANCE 1860, Repealing and readopting Chapter 18.43 of the Gardena Municipal Code relating to Density Bonus laws and finding the Ordinance to be exempt pursuant to the common sense exemption of CEQA Guidelines Section 15061(b)(3)
RECOMMENDATION:

Staff Recommendation: Conduct Public Hearing and Introduce Ordinance No. 1860.

BACKGROUND:

State law includes provisions of law known as the Density Bonus Law (“DBL”) which provides incentives for developers to provide affordable housing. The DBL requires the City to adopt an ordinance regarding implementing this law and to keep the ordinance current.

In July 2012, the City Council adopted Ordinance No. 1739, adding Chapter 18.43 of the Gardena Municipal Code, establishing the City’s density bonus procedures in accordance with Government Code Section 65915, which Chapter has been amended numerous times as state law had been amended. Consistent with State law, the City’s Density Bonus Ordinance allows a developer to increase density on a property above the maximum allowed density set forth in the City’s General Plan Land Use Plan and corresponding zoning designation.

In exchange for the increased density, a certain number of new affordable dwelling units must be reserved at below market rates. A project which provides the requisite amount of affordable housing is also eligible for incentives/concessions and waivers of development standards. An incentive or concession is basically a reduction in site development standards or a modification of zoning code requirements or architectural design requirements that result in identifiable and actual cost reductions. The number of

AGENDA STAFF REPORT

incentives or concessions a project receives is dependent on the type and amount of affordable housing provided.

Waivers are required where the development standard would have the effect of physically precluding the construction of an affordable development. There is no limit to the number of waivers a developer may request.

While affordable housing is the usual method for an applicant to achieve a density bonus, these provisions also apply to applicants who donate land or provide childcare facilities.

Since 2012, the DBL has been amended by more than 18 bills adopted by the Legislature.

Each time, the City must update its Density Bonus Ordinance to ensure that the City’s regulations that are consistent with State law. For this reason, staff is recommending that the City repeal Chapter 18.43 in its entirety and adopt a new Chapter 18.43 which will adopt the State DBL by reference as it is amended from time to time. Chapter 18.43 does set forth procedures and contain certain requirements that are not included in the state law.
2023 LEGISLATIVE SESSION
This past Legislative session, there were several bills that amended the density bonus provisions. The following is a summary of the changes under these amendments, and which would be adopted by reference under Ordinance No. 1860:
• A housing project that is 100 percent affordable for lower income units is now entitled to five incentives instead of four. The lower income requirement does not apply to:
o Managers’ unit(s); and
o Moderate income units which may account for up to 20 percent of the total units.
• A for-sale housing project that includes at least 16 percent of the units for very low income or at least 45 percent for persons and families of moderate income is entitled to four incentives.
• The language was amended to make clear that the maximum allowable residential density or base density is the greatest number of units allowed under the general plan, specific plan, or zoning ordinance.
• Allows for up to an additional 50 percent density bonus stacked on top of other density bonuses for a 100 percent combined density bonus when certain housing is provided.
• An applicant must agree and ensure that an affordable for-sale unit is sold to and occupied by an income-qualified person or family.

• The definition of what constitutes a development standard has been amended to provide that it includes a regulation that is adopted by the city or that is enacted by initiative or referendum.

COMPLIANCE WITH HOUSING PROGRAMS of 2021 – 2029 HOUSING ELEMENT Adoption of this Ordinance will satisfy the program contained in the City’s 6th Cycle Housing Element for the 2021 – 2029 period which required the City to update its Density Bonus Ordinance. Adoption will automatically incorporate the changes to the DBL that will become effective on January 1, 2025.

ENVIRONMENTAL REVIEW
This zone text amendment is exempt from the California Environmental Quality Act (CEQA) pursuant to the common sense exemption set forth in Guidelines section 15061(b)(3) that CEQA only applies to projects which have the potential for causing a significant effect on the environment and where it can be seen with certainty that there is no possibility that the activity will have a significant effect, the activity is not subject to CEQA. The primary changes in this Ordinance are to bring the City’s Zoning Code into compliance with recent legislation regarding density bonus. As these requirements are already in place due to the fact that State law preempts the City’s ordinances, there are no actual changes due to this clean-up.

PLANNING COMMISSION ACTION
On November 7, 2023, the Planning Commission considered the recommendation to the City on the ordinance involving repealing and readopting Chapter 18.43 of the Gardena Municipal Code relating to Density Bonus laws. At the close of the public hearing, the Commission adopted Resolution No. PC 19-23, recommending that the City Council adopt Ordinance No. 1860, by a 4-0 vote.

Since the Planning Commission meeting one non-substantive change was made to add

18.43 060G, which simply makes clear the requirement of state law requiring replacement of affordable housing. As this is already a requirement of law, it was not necessary to return the item to the Planning Commission.

Submitted by: __Amanda Acuna__ Date: December 12, 2023

ATTACHMENTS
A – Planning Commission Resolution No. PC 19-23, recommending the City Council approve the Ordinance

B – Draft Ordinance No. 1860

ORDINANCE NO. 1860

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, REPEALING AND READOPTING CHAPTER 18.43 OF THE

GARDENA MUNICIPAL CODE RELATING TO DENSITY BONUS LAWS AND

FINDING THE ORDINANCE TO BE EXEMPT PURSUANT TO THE COMMON SENSE EXEMPTION OF CEQA GUIDELINES SECTION 15061(b)(3)
WHEREAS, in February 2023 the City adopted its 6th Cycle Housing Element for the 2021-2029 period; and
WHEREAS, the Housing Element included a program to update the City’s Density Bonus Ordinance; and
WHEREAS, given the complexity of the Density Bonus Law and the frequency with which it is amended, the City desires to adopt the law by reference with local implementation procedures; and
WHEREAS, on November 7, 2023, the Planning Commission held a duly noticed public hearing on proposed Ordinance No. 1860 at which time it considered all evidence presented, both written and oral; and
WHEREAS, after the close of the public hearing the Planning Commission adopted Resolution No. PC 19-23 recommending that the City Council adopt the proposed Ordinance; and
WHEREAS, on December 12, 2023, the City Council held a duly noticed public hearing on proposed Ordinance No. 387 at which time it considered all evidence presented, both written and oral;

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. Chapter 18.43 of the Gardena Municipal Code is hereby repealed and a new Chapter 18.43 is hereby added to read as follows:

CHAPTER 18.43

DENSITY BONUS AND OTHER INCENTIVES

18.43.010 Purpose.

The purpose of this Chapter is to implement the requirements of the Density Bonus Law set forth at Government Code section 65915, et seq.

18.43.020 Adoption by reference.

The state Density Bonus Law, set forth at Chapter 4.3 of the Planning and Zoning law of California and found at Government Code sections 65915 through 65918, -2-
as the same may be amended from time to time, is hereby adopted by reference as the City of Gardena’s Density Bonus provisions and shall be implemented in accordance with this Chapter.

18.43.030 Definitions.

In addition to the definitions set forth in the Density Bonus Law, the following definitions shall apply to this chapter:
“Affordable housing agreement” shall mean an agreement between the city and the applicant guaranteeing the affordability of the rental or ownership affordable units in accordance with this chapter and Government Code Section 65915. “Director” shall mean the Director of Community Development or the Director’s designee.

18.43.040 Applicability.

This Chapter shall apply to any housing development that is entitled to receive a density bonus pursuant to the state Density Bonus Law.

18.43.050 Procedures.

A. Application submittal. An application for a density bonus, including an incentive or concession and waiver, shall be filed concurrently with an application for a housing development and shall be processed concurrently.

B. Application contents. An application for a density bonus shall include the following information:

1. The number of density bonus units being requested;

2. A reduced parking ratio request pursuant to Government Code section 65915(p);

3. An incentive(s) or concession(s) request pursuant to Government Code section 65915(d) that results in identifiable and actual cost reductions to provide for the affordable housing; and

4. A waiver(s) or reduction of development standard(s) request pursuant to Government Code section 65915(e) that would have the effect of physically precluding the construction of the housing development at the densities or with the allowed incentive(s) or concession(s).

C. If an application for a density bonus is incomplete, the applicant shall be timely notified of such incompleteness in accordance with the provisions of applicable law.
-3-
D. If a proposed housing development would be inconsistent with the City’s Zoning Code or the state Density Bonus Law, the applicant shall be provided notice of such inconsistency in accordance with the Housing Accountability Act, Government Code section 65589.5.

E. A density bonus application shall be approved or denied in conjunction with the housing development application by the body approving such application within the time frames required for approval of such development.

18.43.060 Requirements.

A. The applicant for a density bonus shall enter into a regulatory agreement with the City in a form to be approved by the City Attorney and said agreement shall be recorded against the property. The regulatory agreement shall be approved by the body approving the underlying project. If an appeal is taken of the project, then the regulatory agreement shall be approved by the decision maker on appeal.

B. The applicant shall be required to pay the City’s costs for any third-party consultants required to assist the City in drafting a regulatory agreement, developing guidelines, verifying the eligibility of owners or tenants of the affordable units, or any other matter relating to the density bonus.

C. The required affordable dwelling units shall be constructed concurrently with market-rate units unless both the body approving the underlying project and the developer agree within the affordable housing agreement to an alternative schedule for development.

D. The exterior design and construction of the affordable dwelling units shall be consistent with the exterior design and construction of the total project development and shall be consistent with any affordable residential development standards that may be prepared by the City.

1. The affordable units shall be similar in size and number of bedrooms to the market-rate units. If the development project includes a range of unit sizes, then the affordable units shall provide a range of unit sizes in proportion to the market-rate units.

2. If the project includes a subdivision, the lots with affordable units shall be of similar size to the lots with market rate units. If the development project includes a range of lot sizes, the lots with affordable units shall be no smaller than the smallest lots with market-rate units.

E. The affordable units shall have the same amenities as the market rate units, including the same access to and enjoyment of common open space, parking, storage, and other facilities in the residential development, provided at an affordable rent or at affordable ownership cost specified by Health and Safety Code section 50052.5 and California Code of Regulations Title 25, Section 6910 -4-
– 6924, as the same may be amended from time to time. Developers are strictly prohibited from discriminating against tenants or owners of affordable units in granting access to and full enjoyment of any community amenities available to other tenants or owners outside of their individual units.

F. If the development project is for units that will be sold, then the affordable dwelling units shall also be for-sale units. The regulatory agreement may make provisions for rental of the units for the same level of affordability that qualified the applicant for the density bonus if the unit is not sold within a period of time specified in the agreement.

G. The development project shall be subject to the replacement requirements for low and very-low income housing as required by Government Code section 65915(c)(3).

SECTION 2. Effective Date. This Ordinance shall take effect on the thirty-first day after passage.

SECTION 3. CEQA. This Ordinance is categorically exempt from CEQA pursuant to the common sense exemption set forth in Guidelines section 15061(b)(3) that CEQA only applies to projects which have the potential for causing a significant effect on the environment and where it can be seen with certainty that there is no possibility that the activity will have a significant effect, the activity is not subject to CEQA. This Ordinance enacts a procedure as required by state law and does not change the density, intensity, or allowed uses and passage of this Ordinance would not have other effects on the environment. The changes are not for any specific project but is regulatory in nature and therefore will not impact any environmental resource of hazardous or critical concern, will not create cumulative impacts, or impacts to scenic highways, hazardous waste sites, or historical resources. This Ordinance simply implements state law. As such, staff is directed to file a Notice of Exemption pursuant to CEQA Guidelines sections 15061(b)(3).

SECTION 4. Severability. If any provision of this Ordinance is held to be unconstitutional, it is the intent of the City Council that such portion of this Ordinance be severable from the remainder and that the remainder be given full force and effect.

SECTION 5. Certification. The City Clerk shall certify to the adoption of this Ordinance.

PASSED, APPROVED AND ADOPTED this ______ day of __________, 2023. _____________________________
TASHA CERDA, Mayor
ATTEST:

Mina Semenza, City Clerk
-5-
APPROVED AS TO FORM:

Carmen Vasquez, City Attorney
City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 14.A
Section: DEPARTMENTAL

ITEMS - ELECTED & CITY

MANAGER'S OFFICES
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: INTRODUCTION OF ORDINANCE NO. 1861, Amending Section 2.60.100 (Open Market Procedure) of Chapter 2.60 (Purchasing System) of Title 2 (Administration and Personnel) of the Gardena Municipal Code
COUNCIL ACTION REQUIRED:

Staff Recommendation: Introduce Ordinance No. 1861, and Adopt the Ordinance at the next City Council meeting on January 9, 2024.

RECOMMENDATION AND STAFF SUMMARY:

Staff respectfully recommends that the City Council introduce Ordinance No. 1861, and adopt the ordinance at the next City Council meeting on January 9, 2024.

Ordinance No. 1861 proposes an amendment to section 2.60.100 of the Gardena Municipal Code, and is being submitted for City Council's consideration to increase the City Manager's approval limit for purchases of supplies, equipment and contractual services and the sale of personal property of an estimated value from the current limit of $30,000 to $50,000.

The last time the City increased City Manager approval limit was in 2017. In the over six years since that increase, with inflation increasing at a rapid pace, costs have consistently gone up for everything including; purchases of supplies, equipment and contract services; resulting in more projects exceeding the authority of the City Manager. In addition to the increased costs, staff completed a recent survey of cities in California and found that the average purchasing authority for cities of similar size to Gardena was $55,000.

Therefore, staff recommends increasing the City Manager's purchasing approval limit from $30,000 to $50,000.

FINANCIAL IMPACT/COST:

None
ATTACHMENTS:

ORDINANCE No. 1861.rtf.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
1 ORDINANCE NO. 1861

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF GARDENA, CALIFORNIA, AMENDING SECTION

2.60.100 (OPEN MARKET PROCEDURE) OF CHAPTER 2.60
(PURCHASING SYSTEM) OF TITLE 2 (ADMINISTRATION

AND PERSONNEL) OF THE GARDENA MUNICIPAL
CODE

THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, DOES HEREBY ORDAIN, AS FOLLOWS:

SECTION 1. Section 2.60.100 of the Gardena Municipal Code is amended to read, as follows:

2.60.100 Open market procedure.

Except as otherwise required under federal or state law, purchases of supplies, equipment and contractual services and the sale of personal property of an estimated value of fifty thousand dollars ($50,000) or less may be made in the open market by the purchasing officer. Purchases greater than fifty thousand dollars ($50,000) shall be approved by the City Council. The purchasing officer shall attempt to obtain information relating to prices and availability of such supplies, equipment or services from different sources prior to making the purchase. Whenever possible, local vendors shall be included as sources.

SECTION 2. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this ordinance, or any part thereof is for any reason held to be unconstitutional, such decision shall not affect the validity of the remaining portion of this ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof, irrespective of the fact that any one or more section, subsection, subdivision, paragraph, sentence, clause or phrase be declared unconstitutional.

SECTION 3. Certification. The City Clerk shall certify the passage of this ordinance and shall cause the same to be entered in the book of original ordinances of said City; shall make a minute passage and adoption thereof in the records of the meeting at which time the same is passed and adopted; and shall, within fifteen (15) days after the passage and adoption thereof, cause the same to be published as required by law, in a publication of general circulation.

DocuSign Envelope ID: 6B8DFC95-D589-4000-B26D-F9F5DAA52AF6 ORDINANCE NO. 1861
2 SECTION 4. Effective Date. This ordinance shall not become effective or be in force until thirty (30) days from and after the date of its adoption.

Passed, approved, and adopted this 9th day of January , 2024.

TASHA CERDA, Mayor
ATTEST:

MINA SEMENZA, City Clerk
APPROVED AS TO FORM:

CARMEN VASQUEZ, City Attorney
DocuSign Envelope ID: 6B8DFC95-D589-4000-B26D-F9F5DAA52AF6 City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 14.B
Section: DEPARTMENTAL

ITEMS - ELECTED & CITY

MANAGER'S OFFICES
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: INTRODUCTION OF ORDINANCE NO. 1862, Amending Section 3.24.020 (Delegation of claims authority to city manager) of Chapter 3.24 (Claims and Demands Against the City) of Title 3 (Revenue and Finance) of the Gardena Municipal Code COUNCIL ACTION REQUIRED:

Staff Recommendation: Introduce Ordinance No. 1862, and Adopt the Ordinance at the next City Council meeting on January 9, 2024.

RECOMMENDATION AND STAFF SUMMARY:

Staff respectfully recommends that the City Council introduce Ordinance No. 1862, and adopt the ordinance at the next City Council meeting on January 9, 2024.

Ordinance No. 1862 proposes an amendment to section 3.24.020 of the Gardena Municipal Code, and is being submitted for City Council's consideration to increase the City Manager's authorization to allow, compromise or settle a claim against the City from the current amount of $25,000 to $50,000.

The last time the City increased City Manager authorization limit was in 2014. In the over nine years since that increase, inflation costs have consistently gone up for everything including; compromise and settlement claims against the City.

Therefore, staff recommends increasing City Manager's authority to allow, compromise, or settle a claim against the City from the current amount of $25,000 to $50,000.

FINANCIAL IMPACT/COST:

N/A
ATTACHMENTS:

ORDINANCE No. 1862.rtf.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
1 ORDINANCE NO. 1862

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF GARDENA, CALIFORNIA, AMENDING SECTION

3.24.020 (DELEGATION OF CLAIMS AUTHORITY TO CITY
MANAGER) OF CHAPTER 3.24 (CLAIMS AND DEMANDS
AGAINST THE CITY) OF TITLE 3 (REVENUE AND FINANCE)

OF THE GARDENA MUNICIPAL CODE
WHEREAS, Section 3.24.020 of the Gardena Municipal Code, last amended in 2014, currently authorizes the City Manager to allow, compromise, or settle claims in an amount not to exceed twenty-five thousand dollars ($25,000.00); and WHEREAS, the City Council wishes to increase the City Manager's authority with regard to claims so that claims can be more expeditiously settled;

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, DOES HEREBY ORDAIN, AS FOLLOWS:

SECTION 1. Section 3.24.020 of the Gardena Municipal Code is amended to read, as follows:

3.24.020 Delegation of claims authority to city manager.

A. The City Manager or his designee is authorized and directed to perform, on behalf of the City, all functions relating to claims against the City, in the manner provided in California Government Code section 900 et seq.

B. The City Manager or his designee is authorized to allow, compromise or settle a claim against the City, if the payment thereof does not exceed fifty thousand dollars ($50,000).

SECTION 2. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this ordinance, or any part thereof is for any reason held to be unconstitutional, such decision shall not affect the validity of the remaining portion of this ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof, irrespective of the fact that any one or more section, subsection, subdivision, paragraph, sentence, clause or phrase be declared unconstitutional.

SECTION 3. Certification. The City Clerk shall certify the passage of this ordinance and shall cause the same to be entered in the book of original ordinances of said City; shall make a minute passage and adoption thereof in the records of the meeting at which time the same is passed and adopted; and shall, within fifteen (15) days after the passage and adoption thereof, cause the same to be published as DocuSign Envelope ID: 67AAA7AB-5040-4F4B-B841-54518F58AC75 ORDINANCE NO. 1862
2 required by law, in a publication of general circulation.

SECTION 4. Effective Date. This ordinance shall not become effective or be in force until thirty (30) days from and after the date of its adoption.

Passed, approved, and adopted this 9th day of January , 2024.

TASHA CERDA, Mayor
ATTEST:

MINA SEMENZA, City Clerk
APPROVED AS TO FORM:

CARMEN VASQUEZ, City Attorney
DocuSign Envelope ID: 67AAA7AB-5040-4F4B-B841-54518F58AC75 City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 14.C
Section: DEPARTMENTAL

ITEMS - ELECTED & CITY

MANAGER'S OFFICES
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: INTRODUCTION OF ORDINANCE NO. 1864, Amending Section 2.04.170 of the Gardena Municipal Code Setting the Compensation of the Mayor and Members of the City Council as Authorized by Senate Bill 329
COUNCIL ACTION REQUIRED:

Staff Recommendation: Introduce Ordinance Number 1864 and Adopt the Ordinance at the next City Council meeting on January 9, 2024.

RECOMMENDATION AND STAFF SUMMARY:

State law regulates maximum compensation for councilmembers and when those adjustments can become effective. The compensation schedule for general law cities has not been adjusted since 1984, meaning that city council compensation has not kept pace with inflation.

On June 29, 2023, Governor Gavin Newsom signed into law Senate Bill 329 (“SB 329”). The bill allows cities a one-time chance to “reset” city council salaries to take into account inflation, the work done by local government officials, and the need to ensure that people are not discouraged from seeking city office due to the low pay and high demands of that office.

State Senator Dodd (who is the author of SB 329) wrote in introduction this bill:
"City Councilmembers have one of the hardest jobs in California government. They deal with a wide range of issues, from street maintenance to emergency response duties. And all too often, they do this job with very little financial compensation. No one runs for City Council in order to make money. But the low levels of pay make it much harder for them to balance their careers and personal obligations with the calling to serve their community. The Legislature has not raised the base pay amounts for City Councilmembers since 1984. It's time those amounts caught up to the present economic reality, especially with the rapid increase in inflation we've seen recently. Raising the pay will also make it easier for members of marginalized communities to serve. City Councils should be reflective of the communities they represent and I believe raising their compensation is an important step to achieving that equitable outcome."
The City of Gardena City Council last voted for a Council salary adjustment in 2002. Gardena Municipal Code 2.04.170 sets salaries for City Council Members, including the Mayor at $650 per month. In accordance with Government Code 36516.1, GMC 2.04.170 also provides the Mayor additional compensation in the amount of $300 per month. Gardena City Council salaries have not changed since 2002 (21 years).

SB 329 increased the maximum amount of salary, based upon the population of the city that may be approved by an ordinance passed by the City Council. The new salary amount for City Council Members in Gardena and all other cities of 50,000 to 75,000 population could be $1,600 per month.

The increased limits may be applied any time after January 1, 2024. However, Government Code 36516.5 provides that changes in council compensation do not apply during the term of a councilmember’s term of office. Any council salary increase may only take effect when at least one council member begins a new term. Accordingly, should the Council adopt an ordinance to increase the salary, such new salary will not take effect until after the March 2024 election.

SB 329 does not affect Government Code 36516.1, which allows the Council to approve additional compensation for an elected Mayor. There is no set maximum amount for the Mayor’s compensation, per Government Code 36516.1. The City Council has the authority to adjust the Mayor’s compensation at their discretion at any time.

At the November 14, 2023, city council meeting, staff presented a report on Senate Bill 329 for the City Council’s discussion and consideration. At the conclusion of the City Council's discussion on November 14, 2023, the City Council directed staff to bring back an ordinance for further consideration.

Proposed Ordinance Number 1864 has been prepared for introduction to amend Gardena municipal code section 2.04.170, which would increase the compensation of each member of the City Council, including the Mayor from $650 to $1,600 per month as authorized by Government Code Section 36516 and pursuant to Senate Bill 329. In addition, the proposed Ordinance would increase the additional compensation received by the Mayor pursuant to Government Code Section 36516.1 from $300 to $1,000 per month.

FINANCIAL IMPACT/COST:

FY 24: $17,452
FY 25: $70,227
FY 26: $70,607
ATTACHMENTS:

ORDINANCE No. 1864.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager
1 ORDINANCE NO. 1864

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF GARDENA, CALIFORNIA, AMENDING SECTION

2.04.170 OF THE GARDENA MUNICIPAL CODE SETTING

THE COMPENSATION OF THE MAYOR AND MEMBERS

OF CITY COUNCIL AS AUTHORIZED BY SENATE BILL
329
WHEREAS, Senate Bill 329 was adopted to "reset" city council salaries to reflect the important work done by city council members, to take into account the impacts of inflation and economic realities on those who serve as city council members, and to encourage more persons to consider service as council members by making the compensation more reflective of the time and work being performed; and WHEREAS, the City Council has not had an increase in compensation since 2002 therefore its salaries were no longer reflective of the time and effort put forth by an elected official in the City; and
WHEREAS, reasonable council member compensation acknowledges the civic commitment of service and provides an additional incentive for a diverse candidate pool as possible; and
WHEREAS, the City Council reviewed and discussed the value and important impacts of Senate Bill 329 on the future governance of the City and found that it agreed with the intent of the state legislature; and
WHEREAS, under Senate Bill 329, the salaries for the City Council of the City of Gardena may be set at $1,600 per month based on the City’s population; and WHEREAS, pursuant to Government Code section 36516.5, salary increases set forth herein may take effect only when at least one member of the Council commences a new term; and
WHEREAS, SB 329 does not affect Government Code 36516.1, which allows the Council to approve additional compensation for an elected Mayor. The Attorney General has ruled that the prohibition against “mid-term” salary increases applicable to Council Members (pursuant to Government Code Section 36516.5) does not apply to directlyelected Mayors. The additional compensation for performing mayoral duties is not received as “a councilperson.” 89 Ops.Cal.Atty.Gen. 159 (2006); and WHEREAS, the City Council now desires to amend the Gardena Municipal Code relating to the compensation paid to persons elected to serve the people of Gardena as City Councilmembers and Mayor as authorized by state law and pursuant to Senate Bill 329 and Government Code 36516.1.

DocuSign Envelope ID: 0C23611A-100C-4A74-80DA-F65CE831C39E ORDINANCE NO. 1864
2 NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDENA, CALIFORNIA, DOES HEREBY ORDAIN, AS FOLLOWS:

SECTION 1. Section 2.04.170 of the Gardena Municipal Code is amended to read, as follows:

2.04.170 Compensation of Mayor and City Council.

A. Pursuant to Government Code Section 36516 each member of the City Council, including the Mayor, shall receive as compensation a salary of one thousand and six hundred dollars ($1,600) per month. That the salary shall become payable only on or after the date upon which one or more members of the City Council become eligible therefore by virtue of beginning a new term of office as provided for in California Government Code Section 36516.5.

B. Pursuant to Government Code Section 36516.1 the Mayor shall receive as compensation an additional one thousand dollars ($1,000) per month.

C. Any amounts paid to the Mayor or members of the City Council for reimbursements pursuant to Government Code section 36514.5 or for retirement and health and welfare benefits shall not be included in determining salary pursuant to this section.

SECTION 2. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this ordinance, or any part thereof is for any reason held to be unconstitutional, such decision shall not affect the validity of the remaining portion of this ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof, irrespective of the fact that any one or more section, subsection, subdivision, paragraph, sentence, clause or phrase be declared unconstitutional.

SECTION 3. Certification. The City Clerk shall certify the passage of this ordinance and shall cause the same to be entered in the book of original ordinances of said City; shall make a minute passage and adoption thereof in the records of the meeting at which time the same is passed and adopted; and shall, within fifteen (15) days after the passage and adoption thereof, cause the same to be published as required by law, in a publication of general circulation.

DocuSign Envelope ID: 0C23611A-100C-4A74-80DA-F65CE831C39E ORDINANCE NO. 1864
3 SECTION 4. Effective Date. This ordinance shall not become effective or be in force until thirty (30) days from and after the date of its adoption.

Passed, approved, and adopted this 9th day of January, 2024.

TASHA CERDA, Mayor
ATTEST:

MINA SEMENZA, City Clerk
APPROVED AS TO FORM:

CARMEN VASQUEZ, City Attorney
DocuSign Envelope ID: 0C23611A-100C-4A74-80DA-F65CE831C39E City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 15.A
Section: DEPARTMENTAL

ITEMS - POLICE
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: Authorization to Purchase Seven (7) Patrol Vehicles from National Auto Fleet Group in the Amount of $367,104 and Expend Build-Out Costs in the Amount of $199,127 for a total of $566,231
COUNCIL ACTION REQUIRED:

Staff Recommendation: Authorize Purchase and Build-Out Costs RECOMMENDATION AND STAFF SUMMARY:

Staff respectfully recommends that the City Council authorize the Police Department to purchase seven (7) new 2024 Dodge Durango Pursuit AWD vehicles from National Auto Fleet Group for a total cost of $367,104 which includes a 10.25% state sales tax and $8.75 tire tax for each vehicle.

The ongoing replacement of capital equipment is necessary to maintain a fleet inventory that is safe, efficient, and reliable. This purchase of seven (7) new patrol vehicles will replace the older vehicles that have reached the end of their useful service life due to age, mileage, and general wear and tear.

National Auto Fleet Group will sell and deliver the new vehicles available under the Sourcewell Master Vehicle Contract #120716, formerly known as the National Joint Powers Alliance (NJPA) contract. The total price for each vehicle, including state sales tax and tire tax, is $52,443. Terms are net 30 days, and delivery is within 120 to 180 days thereafter. Seven (7) vehicles will be assigned to patrol and will be purchased using the City's Vehicle Replacement Fund.

The total build-out costs for outfitting the vehicles with the necessary South Bay Regional Public Communications Authority (SBRPCA) equipment is approximately $28,447 for each of the seven (7) patrol vehicles. The total cost of the buildouts is $199,127.

FINANCIAL IMPACT/COST:

Fiscal Year 2023-2024- $566,231 using the City's Vehicle Replacement Fund ATTACHMENTS:

Agenda Staff Report.pdf
National Auto Fleet.pdf
SBRPCA Quote.pdf
APPROVED:
___________________________________
Clint Osorio, City Manager

City of Gardena
Gardena City Council Meeting

AGENDA REPORT SUMMARY
Agenda Item No. 16.A
Section: DEPARTMENTAL

ITEMS - PUBLIC WORKS
Meeting Date: December 12,
2023
TO: THE HONORABLE MAYOR AND MEMBERS OF THE GARDENA CITY COUNCIL AGENDA TITLE: Award Construction Contract for the Gardena Community Aquatic and Senior Center Project, JN 978, to New Dynasty Construction Company, in the amount of $16,870,644. Additionally Approve the Project Plans & Specifications, $34,675 Additional Services Agreement with RJM Design Group, $195,340 Additional Services Agreement with Griffin Structures, 10% of Project Contingency, and Budget Appropriation of $6,206,867 from General Fund Reserve.

COUNCIL ACTION REQUIRED:

Staff Recommendations:

Award Construction Contract
Approve Project Plans & Specifications
Approve Additional Design Services
Approve Additional Construction Administration Services Approve Project Contingency
Approve Additional Budget Appropriation
RECOMMENDATION AND STAFF SUMMARY:

In March 2022, the City Council approved the conceptual design and to proceed with the final design and construction document phase for the Gardena Community Aquatic and Senior Center Project. All approved conceptual design elements have been retained, and additionally incorporated the photovoltaic infrastructure, Audio & Visual (A&V), and key card security systems into the construction documents.

The proposed Senior Center, spanning approximately 12,000 square feet on two levels, incorporates the programs identified in the grant application, community outreach, and the conceptual design development phase. The Senior Center will feature a reception/lobby, restroom, conference room, office, breakroom, storage room, and kitchen/pantry. Additionally, shared use program rooms, a study lounge, balcony, custodial and IT/electrical rooms will be available. The building will be equipped with fiber optic communication capability, an audiovisual system, security key cards, and photovoltaic system.

The new Aquatic Center will encompass 7,020 square feet and will include a 25-yard, 8-lane, ¾-meter diving stand, and pool exercise/leisure area. The Aquatic Center will feature a main entrance, outdoor showers, bleacher seating, seat walls, shade structures, a pool equipment/mechanical room, and pool storage. The outdoor courtyard will accommodate exercise stations, ADA accessible drinking fountain, picnic tables, site lighting and furnishings, tree and shrub planting, irrigation, hardscape paving, walls, barbecue grill and lawn area, and ADA parking stalls, utility service lines and all other incidental elements.

In September 2021, the City Council selected the architectural firm RJM Design Group to develop design and construction documents for the project. Over the past 24 months, staff has been collaborating with RJM to prepare the construction documents, obtain all jurisdictional plan check approvals, complete the demolition, and relocate the franchise utility lines.

Initially, the prequalified contractor method was utilized, and bids were obtained on September 5, 2023, in the amount of $19,784,000 (Swinerton) and $21,487,701 (Morillo). The bids were approximately 40% higher than the Architect’s estimate. Therefore, the City Council rejected all bids and the prequalified contractor list for the project and directed that the project be re-bid on the open market with modified requirements.

Subsequently, the Project Plans and Specifications have been modified to reduce the contractor’s minimum requirements, amended to include all the Request for Information (RFI) and addenda responses from the previous bid process. Additionally, the photovoltaic, Audio/Visual/Telecommunication/Security scopes have been modified to be constructed per plan in-lieu of design and build in an effort to reduce the construction cost.

In October 2023, the revised Project Plans and Specifications were published as a bid request in CR Planwell, Gardena Valley News, and the City’s website. The following two (2) bids were received on November 21, 2023:

1. New Dynasty Construction Co., Tustin CA $16,870,644

2. Morillo Construction, Inc., Pasadena CA $18,425,000
The New Dynasty Construction Company submitted the lowest responsive bid, $2,913,356 less than the previously rejected low bid in September 2023. The contractor holds a state contractor license and possesses verified successful construction experience in projects of a comparable nature. The general contractor was required to have a minimum of three (3) comparable project experience, each with a value of at least $5M. Two (2) of these projects specifically required construction of public-use aquatic centers and two-story buildings within the last 10 years.

Furthermore, the pool subcontractor was required to have a proven track record of a minimum of three (3) commercially designed municipal and/or public-use swimming pools within the last 10 years. Each of these pools must have incorporated a minimum size of 4,000 square feet of water surface area.

Established in 2011, New Dynasty Construction Co. is a general building and engineering contractor with focus on a large and broad category across local, state, and federal infrastructure projects such as municipal buildings, education, health, recreation facilities and has completed 30 public projects.

The project is expected to commence construction in early March 2024 and is anticipated to be substantially complete by March 2025, pending inclement weather and material lead times. Staff respectfully recommends that the City Council award construction contract for the Gardena Community Aquatic and Senior Project, JN 978, to New Dynasty Construction, Company in the amount of $16,870,644 and additionally:

Approve the plans and specifications.

Approve $34,675 for RJM Design Group to compensate the amended scope of photovoltaic, A&V and key card security systems.

Approve an additional $195,340 for construction administration services with Griffin Structures to amend the specialized deputy inspection services as required by the Community Development Department permits. These special inspection services include tasks such as concrete, shotcrete, masonry, structural steel welding, bolting at the fabrication plant, etc. The payments to be under Time-and-Materials (T&M) and LaborHour services as needed.

Approve 10% of construction award amount, $1,690,000 to be utilized as a contingency for construction and/or consultant support services.

Approve an additional budget appropriation of $6,206,867 from General Fund Reserve to complete the project.

FINANCIAL IMPACT/COST:

Sources of Funds:

Gardena Community Aquatic and
Senior Center Project, JN 978-
2021 Lease Revenue Bonds funded by Measure G $7,700,000 Prop 68 $5,976,221
Federal Earmark (Site Furnishing & Operation Use Only) $1,400,000 Proposed Budget Appropriation -
General Fund Reserve $6,206,867
TOTAL $21,283,088
Estimated Expenditures:

Remaining Balance of Design Services Contract (RJM) $86,443 Additional Design Services by RJM $34,675
Edison/SCE Utility Relocation $73,939
Site Furnishing and Operation $1,400,000
Community Development Permit Fees $100,000
Remaining Balance of Constructability Review and
Construction Admin Services (Griffin Structures) $832,047 Additional Construction Admin Services by Griffin Structures $195,340 Construction Contract Award $16,870,644
Project Contingency (10%) $1,690,000
TOTAL $21,283,088
ATTACHMENTS:

JN 978 Aquatic & Senior Center CD Plans.pdf
JN 978 Aquatic & Senior Center Specifications.pdf
JN 978 - New Dynasty Construction Co Proposal. 11-21-2023.pdf JN 978 Gardena Aquatic-Senior Ctr_Additional RJM Design Services.pdf JN 978 Gardena Aquatic & Senior Center_Additional GS Services.pdf APPROVED:
___________________________________
Clint Osorio, City Manager
03 04
4 6
10 0 10 0 10 0
03 63
33 63
03 03
63 04 04 04 93
0 10 64 04
4 3
34 10 0
04 09
09 C C C C C
UP
UP
NO

PARKING
NO

PARKING
VAN
UTILITY CONTACT NUMBERS:

COMPANY CONTACT TELEPHONE NO.

CITY OF GARDENA JEFF JALOMO (310) 217-9430
P.W. TRAFFIC/ELECTRICAL
CITY OF GARDENA JOHN SCHERER (310) 217-9599
P.W. SEWER
METRO. WATER DISTRICT CIVIL ENG. (213) 217-7059
SUBSTRUCTURE SEC.

L.A. COUNTY DEPARTMENT OF (626) 430-5360

PUBLIC HEALTH
L.A. DEPARTMENT OF JOSE PORRAS (213) 367-1049

WATER & POWER
L.A. SANITATION DISTRICT JON GANZ (562) 908-4288
L.A. COUNTY FLOOD DARYLL CHENOWETH (626) 458-3129

CONTROL DISTRICT
CHEVRON PIPELINE CO. DAVE ZERLER (310) 669-4014
CROWN CASTLE HECTOR AGUILERA (951) 454-5111
SOUTHERN CALIFORNIA JASON YAMAUCHI (310) 738-6760

EDISON COMPANY
SOUTHERN CALIFORNIA SALVADOR GONZALES (310) 970-4844

GAS COMPANY
GOLDEN STATE WATER CO. JOSEPH SALICIDO (310) 660-0320 X101 CONDE VENTURA (310) 701-2500
AT&T/SBC/PACIFIC BELL RAYMOND DOVE (310) 515-4257
TERENCE LITTLE (310) 515-4252
CRAIG CHINEN (310) 408-4518
TIME WARNER/SPECTRUM/ ARTURO FERNANDEZ (310) 750-9099
CHARTER COMMUNICATION JOSE ORTIZ (310) 429-3459
CALIFORNIA UNDERGROUND (800) 422-4133

SERVICE ALERT (USA)
GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING WORK.

2. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS ON ANY PLAN. ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE PLANS. THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE PROPERTY

3. DURING THE PERFORMANCE OF WORK DONE UNDER THE CONTRACT. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO AVOID ANY DAMAGE TO ANY STRUCTURES ADJACENT TO THE PROJECT BOUNDARIES.

4. EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS OF PARENT UTILITY COMPANIES AND MAY NOT ACCURATELY REPRESENT THEIR ACTUAL LOCATIONS. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL

VERIFY THE ACTUAL LOCATIONS (VERTICAL AND HORIZONTAL) OF ALL UTILITIES, IN THE FIELD OR COORDINATE SUCH

INDEPENDENT VERIFICATION WITH THE PARENT UTILITY COMPANIES AND PROVIDE THE CITY WITH THE POTHOLE INFORMATION. THE CONTRACTOR SHALL PROTECT IN PLACE OR COORDINATE WITH PARENT COMPANY FOR THE RELOCATION OF CONFLICTING UTILITIES ENCOUNTERED DURING CONSTRUCTION.

5. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GARDE. PAYMENT SHALL BE INCLUDED IN THE APPLICABLE CONSTRUCTION BID ITEM AND REFER TO CONSTRUCTION NOTE AND/OR SPECIFICATIONS.

6. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS.

7. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED. THE

SURVEYOR SHALL ALSO ESTABLISH CENTERLINE MONUMENTS AND TIES AT ALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS.

8. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED.

9. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING.

10. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310) 217-9564 FOR APPROVAL.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION, OBTAINING NECESSARY APPLICABLE PERMITS WITH LOCAL

AGENCIES AND OTHER OWNERS HAVING JURISDICTION AND PREPARING REQUIRED DOCUMENTATION NECESSARY FOR PERMITTING.

12. PROTECT ALL STORM DRAINS, CATCH BASINS, ETC. WITH SAND BAGS, FABRIC, AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES PER PROJECT SWPPP.

13. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO ANY EXCAVATION WORK.

14. THE CITY OF GARDENA BUILDING DIVISION ENFORCES CBC CHAPTER 11B FOR DISABLED ACCESS COMPLIANCE AND DOES NOT REVIEW OR APPROVE PLANS FOR ADA COMPLIANCE. REFERENCE CBC CHAPTER 11B. P.W.

F.D.

P.D. C.H.
91 N.C.C

LOS ANGELES COUNTY

EL SEGUNDO BLVD

CITY OF LOS ANGELES

MAGNOLIA
AVE.

MANHATTAN
BEACH BLVD.

MARINE AVE.

ROSECRANS AVE.

REDOND
BEACH
BLVD.
158 th ST.
161st ST.

TORRANCE

CITY OF LOS ANGELES
GRAMERCY PL.

ARTESIA BLVD.
166 th ST.

CRENSHAW BLVD

HAWTHORNE
135 th ST.

AVE.

AVE.

VERMONT AVE.

WESTERN

NORMANDIE
168th ST.
170 th ST.

GARDENA BLVD
162 nd
ST.
164th ST. VAN NESS AVE.
182 nd
ELECTRIC ST.

LOS ANGELES COUNTY
405
110

VICINITY MAP
N.T.S.

PROJECT

LOCATION

CITY OF GARDENA

FINAL CONSTRUCTION DOCUMENTS
FOR

GARDENA COMMUNITY AQUATICS AND

SENIOR CENTER PROJECT
1654 W 160TH ST, GARDENA, CA 90247
JOB NUMBER - J.N. 978
PROJECT DIRECTORY:

LOCATION MAP
N.T.S.

GARDENA BLVD.
162 nd ST.

WESTERN AVE
NORMA
NDIE
A
VE
158 th ST.

HARVARD BLVDLA SALLE AVEDENKER AVEDALTON AVEHALLDALE AVEBRIGHTON AVE 160 th ST.

PROJECT

LOCATION

1. T-1.01 TITLE SHEET

2. T-1.02 GENERAL NOTES

3. T-1.03 SITE ACCESSIBILITY PLAN / CODE ANALYSIS

4. T-1.04 ACCESSIBILITY GENERAL NOTES

CIVIL ENGINEERING

5. C-0.01 NOTE SHEET

6. C-0.02 DETAIL SHEET

7. C-0.03 DETAIL SHEET

8. C-0.04 DETAIL SHEET

9. D-1.01 DEMOLITION PLAN

10. C-1.01 PRECISE GRADING PLAN

11. C-2.01 WATER / SEWER PLAN

12. C-3.01 EROSION CONTROL PLAN

13. C-4.01 HORIZONTAL CONTROL / STRIPING PLAN

LANDSCAPE CONSTRUCTION

14. L-1.01 CONSTRUCTION PLAN

15. L-1.02 CONSTRUCTION PLAN

16. L-2.01 CONSTRUCTION DETAILS

17. L-2.02 CONSTRUCTION DETAILS

18. L-2.03 CONSTRUCTION DETAILS

19. L-2.04 CONSTRUCTION DETAILS

20. L-2.05 CONSTRUCTION DETAILS

21. L-2.06 CONSTRUCTION DETAILS - FITNESS EQUIPMENT

22. L-2.07 CONSTRUCTION DETAILS - BLEACHERS

23. L-2.08 CONSTRUCTION DETAILS - BLEACHERS

24. L-2.09 CONSTRUCTION DETAILS - BLEACHERS

25. L-2.10 CONSTRUCTION DETAILS - SHADE STRUCTURES

26. L-2.11 CONSTRUCTION DETAILS - SHADE STRUCTURES

27. L-2.12 CONSTRUCTION DETAILS - SHADE STRUCTURES

28. L-2.13 CONSTRUCTION DETAILS - SHADE STRUCTURES

29. L-2.14 CONSTRUCTION DETAILS - SHADE STRUCTURES

30. L-2.15 CONSTRUCTION DETAILS - SHADE STRUCTURES

31. L-2.16 CONSTRUCTION DETAILS - SHADE STRUCTURES

32. L-2.17 CONSTRUCTION DETAILS - SHADE STRUCTURES

IRRIGATION

33. L-3.01 IRRIGATION PLAN

34. L-3.02 IRRIGATION PLAN

35. L-4.01 IRRIGATION DETAILS

LANDSCAPE PLANTING

36. L-5.01 PLANTING PLAN

37. L-5.02 PLANTING PLAN

38. L-6.01 PLANTING DETAILS AND NOTES

ARCHITECTURE

39. GEN-1 PROJECT INFORMATION & SHEET INDEX

40. GEN-2 CODE ANALYSIS & EXITING PLAN

41. GEN-3 GENERAL NOTES

42. GEN-4 PROJECT SIGNAGE

43. GEN-5 ACCESSIBILITY DETAILS

44. A1.0 SITE PLAN

45. A1.1 FIRE MASTER PLAN

46. A11.1 SLAB PLAN

47. A11.2 FIRST FLOOR PLAN

48. A11.3 SECOND FLOOR PLAN

49. A11.4 ROOF PLAN

50. A11.5 FIRST FLOOR RCP

51. A11.6 SECOND FLOOR RCP

52. A21.1 ELEVATIONS

53. A31.1 BUILDING SECTIONS

54. A32.1 WALL SECTIONS

55. A32.2 WALL SECTIONS

56. A32.3 WALL SECTIONS

57. A34.1 ASSEMBLIES

58. A34.2 ASSEMBLIES

59. A40.1 POOL BUILDING PLANS, ELEVATIONS, AND SECTIONS

60. A40.2 POOL BUILDING DETAILS

61. A42.1 ENLARGED LOCKER ROOM PLANS AND ELEVATIONS

62. A42.2 ENLARGED PLANS AND ELEVATIONS

63. A43.1 INTERIOR ELEVATIONS

64. A44.1 INTERIOR STAIR PLANS AND SECTIONS

65. A44.2 EXTERIOR STAIR PLANS AND SECTIONS

66. A44.3 TRELLIS PLANS AND SECTIONS

67. A50.1 FIRST FLOOR INTERIOR FINISH SCHEDULE

68. A50.2 SECOND FLOOR INTERIOR FINISH SCHEDULE

69. A52.1 DOOR SCHEDULE

70. A52.2 STOREFRONT ELEVATIONS

71. A61.1 WALL TYPES

72. A62.1 DETAILS WALL ASSEMBLIES

73. A62.2 DETAILS CEILING

74. A62.3 DETAILS CEILING

75. A62.4 DETAILS ROOF

76. A62.5 DETAILS ROOF

77. A63.1 DETAILS DOOR

78. A63.2 WINDOW AND WALL ASSEMBLY DETAILS

79. A64.1 STAIR AND RAILING DETAILS

80. A64.2 TRELLIS, FENCE, AND MISC. DETAILS

81. A65.1 MISCELLANEOUS DETAILS

82. A67.1 DETAILS CASEWORK & MISC.

83. A67.2 TILE DETAILS

BUILDING STRUCTURAL

84. S-0.1 GENERAL NOTES

85. S-0.2 GENERAL NOTES

86. S-0.3 GENERAL NOTES

87. S-1.1 TYPICAL DETAILS - REBAR & S.O.G.

88. S-1.2 TYPICAL DETAILS - FOOTING & EXCAVATION

89. S-1.3 TYPICAL DETAILS - FOOTING & EXCAVATION

90. S-1.4 TYPICAL DETAILS - METAL STUD

91. S-1.5 TYPICAL DETAILS - METAL STUD

92. S-1.6 TYPICAL DETAILS - METAL STUD

93. S-1.7 TYPICAL DETAILS - METAL STUD

94. S-1.8 TYPICAL DETAILS - METAL DECK

95. S-1.9 TYPICAL DETAILS - CMU

96. S-1.10 TYPICAL DETAILS - STEEL

97. S-1.11 TYPICAL DETAILS - STEEL

98. S-1.12 TYPICAL DETAILS - STEEL

99. S-1.13 TYPICAL DETAILS - MEP SUPPORT
100. S-2.1 FOUNDATION PLAN

SHEET INDEX
SHEET NO. SHEET DESC. SHEET NO. SHEET DESC.

BUILDING STRUCTURAL (CONTINUED)
101. S-2.2 POOL BLDG FOUNDATION & ROOF FRAMING PLAN
102. S-3.1 SECOND FLOOR FRAMING PLAN
103. S-3.2 ROOF FRAMING PLAN
103A. S-3.2A SOLAR ROOF FRAMING PLAN
104. S-4.1 FOUNDATION DETAILS
105. S-5.1 FRAMING DETAILS
106. S-5.2 FRAMING DETAILS
107. S-5.3 STAIR DETAILS
108. S-6.1 WALL ELEVATIONS
109. S-6.2 WALL ELEVATIONS

MECHANICAL
110. M0.01 MECHANICAL LEGENDS, ABBREVIATIONS, & GENERAL NOTES 111. M0.02 MECHANICAL TITLE 24
112. M0.03 MECHANICAL TITLE 24
113. M0.04 MECHANICAL TITLE 24
114. M0.05 MECHANICAL TITLE 24
115. M2.01 FIRST FLOOR MECHANICAL ZONING PLAN
116. M2.02 SECOND FLOOR MECHANICAL ZONING PLAN
117. M2.11 FIRST FLOOR MECHANICAL PLAN
118. M2.12 SECOND FLOOR MECHANICAL PLAN
119. M2.13 MECHANICAL ROOF PLAN
120. M3.11 MECHANICAL PLAN - POOL BUILDING
121. M5.01 MECHANICAL DETAILS
122. M5.02 MECHANICAL DETAILS
123. M5.03 MECHANICAL DETAILS
124. M5.04 MECHANICAL DETAILS
125. M6.01 MECHANICAL SCHEDULES
126. M7.01 MECHANICAL CONTROL DIAGRAMS

PLUMBING
127. P0.01 PLUMBING LEGENDS, ABBREVIATIONS & GENERAL NOTES 128. P1.11 PLUMBING SITE PLAN
129. P2.11 FIRST FLOOR PLUMBING PLAN
130. P2.12 SECOND FLOOR PLUMBING PLAN
131. P2.13 PLUMBING ROOF PLAN
132. P2.14 FIRST FLOOR PLUMBING PLAN - POOL EQUIPMENT
133. P4.01 ENLARGED PLUMBING PLAN
134. P4.02 ENLARGED PLUMBING PLAN
135. P5.01 PLUMBING DETAILS
136. P5.02 PLUMBING DETAILS
137. P6.01 PLUMBING SCHEDULES
138. P7.01 PLUMBING SCHEMATICS
139. P8.01 PLUMBING WASTE & VENT RISER DIAGRAM
140. P8.02 PLUMBING WATER RISER DIAGRAM
141. P8.03 PLUMBING GAS RISER DIAGRAM

ELECTRICAL
142. E-0.01 SYMBOLS LIST AND GENERAL NOTES
143. E-0.02 LIGHTING FIXTURE SCHEDULE
144. E-0.02A LIGHTING CONTROLS
145. E-0.02B LIGHTING FIXTURE CUT SHEETS
146. E-0.02C LIGHTING FIXTURE CUT SHEETS
147. E-0.02D LIGHTING FIXTURE CUT SHEETS
148. E-0.03 SINGLE LINE DIAGRAM & DETAILS
149. E-0.04 PANEL SCHEDULES
150. E-0.05 TITLE 24 - INDOOR
151. E-0.06 TITLE 24 - OUTDOOR
152. E-1.01 SITE ELECTRICAL PLAN
153. E-1.01A SITE PHOTOMETRIC PLAN
154. E-2.01 BUILDING LIGHTING PLANS
155. E-2.01A BUILDING EGRESS LIGHTING CALCULATIONS
156. E-3.01 BUILDING POWER & SIGNAL PLANS
157. E-3.02 ROOF ELECTRICAL PLAN
158. E-3.03 POOL BUILDING LIGHTING, POWER & SIGNAL PLANS 159. E-4.01 DETAILS AND ENLARGED ELECTRICAL PLANS

AQUATICS
160. SP1.1 SWIMMING POOL PLAN
161. SP1.2 SWIMMING POOL SECTIONS
162. SP2.1 SWIMMING POOL DETAILS
163. SP3.11 GENERAL NOTES
164. SP3.12 GENERAL NOTES
165. SP3.13 TYPICAL CONCRETE DETAILS
166. SP3.21 POOL FOUNDATION PLAN
167. SP3.22 POOL SECTIONS
168. SP3.31 POOL DETAILS
169. SP3.32 EQUIPMENT ANCHORAGE DETAILS
170. SP4.1 POOL PLUMBING PLAN
171. SP4.2 EQUIPMENT ROOM PLAN & ELEVATIONS
172. SP4.3 POOL EQUIPMENT DETAILS
173. SP4.4 POOL PLUMBING DETAILS
174. SP5.1 ELECTRICAL POOL PLAN
175. SP5.2 ELECTRICAL POOL EQUIPMENT ROOM PLAN
176. SP5.3 ELECTRICAL DETAILS

PHOTOVOLTAIC SYSTEM (SOLAR POWER)
177. PV-0.01 PV GENERAL NOTES & DETAILS
178. PV-0.02 PV SINGLE LINE DIAGRAM
179. PV-0.03 PV LABELS AND PLACARDS
180. PV-0.04 PV DETAILS
181. PV-0.05 PV DETAILS
182. PV-1.01 PHOTOVOLTAIC ELECTRICAL PLANS
183. PV-2.01 PHOTOVOLTAIC ROOF ELECTRICAL PLAN

TELECOMMUNICATION/AUDIO VISUAL AND SECURITY
184. SEC-0.01 SYMBOLS LIST, GENERAL NOTES & SCHEDULES
185. SEC-0.02 ACCESS CONTROL NOTES, RISER DIAGRAM & DETAILS 186. SEC-0.03 INTRUSION DETECTION NOTES, RISER DIAGRAM & DETAILS 187. SEC-0.04 CCTV SYSTEM NOTES, RISER DIAGRAM & DETAILS 188. SEC-1.01 SECURITY SITE PLAN
189. SEC-3.01 BUILDING SECURITY PLANS
190. SEC-3.03 POOL BUILDING SECURITY PLAN
191. TE-0.01 SYMBOLS LIST, GENERAL NOTES & SCHEDULES
192. TE-0.02 TELECOM. RISER DIAGRAM & DETAILS
193. TE-1.01 SITE TELECOM PLAN
194. TE-3.01 BUILDING TELECOM. PLANS
195. TE-3.03 POOL BUILDING TELECOM. PLAN

SITE MAP
SCALE: 1" = 30'-0"
LANDSCAPE ARCHITECT:

RJM DESIGN GROUP, INC.
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
PHONE: (949) 493-2600
CONTACT: LARRY RYAN
OWNER:

CITY OF GARDENA
1717 W 162ND ST
GARDENA, CA 90247
PHONE: (310) 217-9694
CONTACT: ALLAN RIGG
GEOTECHNICAL ENGINEER:

SOUTHERN CALIFORNIA GEOTECHNICAL
22885 E. SAVI RANCH PARKWAY, SUITE E
YORBA LINDA, CA 92887
PHONE: (714) 685-1118
CONTACT: GREGORY MITCHELL
LICENSE NO.: 2364
REPORT NAME: GEOTECHNICAL

INVESTIGATION AND PROPOSED

COMMUNITY AQUATIC AND SENIOR
CENTER
REPORT DATE: 11/18/2021
IRRIGATION:

GLASIR DESIGN
424 NEW JERSEY LANE
PLACENTIA, CA 92870
PHONE: (714) 514-9930
CONTACT: CHRIS CURRY
ARCHITECT:

SVA ARCHITECTS
6 HUTTON CENTER DR #1150
SANTA ANA, CA 92707
PHONE: (949) 809-3380
CONTACT: DOUG BROWN
POOL DESIGN:

JONES & MADHAVAN
100 THOUSAND OAKS BLVD #211
THOUSAND OAKS, CA 91360
PHONE: (805) 777-8449 EXT 102
CONTACT: NACHI MADHAVAN
UTILITIES:

MORAN UTILITIES
27127 CALLE ARROYO #1907
SAN JUAN CAPISTRANO, CA 92675
PHONE: (949) 429-5566
CONTACT: JONATHAN PYLES
CIVIL ENGINEER:

CIVTEC
999 CORPORATE DRIVE, SUITE 100
LADERA RANCH, CA 92694
PHONE: (949) 463-8822
CONTACT: TOM CARCELLI
SURVEYOR:

STARLIGHT SURVEYING
17955 SKY PARK CIR, SUITE F
IRVINE, CA 92614
PHONE: (949) 757-0613
CONTACT: TED KRULL
LICENSE NO.: PLS 5848
SURVEY NAME/NO.: AMC 21-266
SURVEY DATE: NOV. 2021 & JAN. 2022
STATEMENTS:

ELECTRICAL ENGINEER:

FBA ENGINEERING
150 PAULARINO AVENUE, SUITE A120
COSTA MESA, CA 92626
PHONE: (949) 852-9995
CONTACT: BILL ZAVRSNICK
ENGINEER OF RECORD:

ALL EASEMENTS SHOWN ON THIS PLAN ARE BASED ON
PRELIMINARY TITLE REPORTS BY FIDELITY NATIONAL TITLE CO. (ORDER NO. 987-30076643-1RV, DATED OCT. 28. 2021), LAWYERS TITLE (FILE NO. 218254769, DATED SEPT. 7, 2018), AND FIDELITY NATIONAL TITLE CO. (ORDER NO. 989-30033538-D-DL1, DATED FEB. 9, 2021).

PRINT NAME: THOMAS E. CARCELLI DATE: 10/02/2023
SIGNATURE: _______________________ LICENSE NO.: C-81640 GEOTECHNICAL ENGINEER:

CONSENTS THAT THESE PLANS ARE IN ACCORDANCE WITH THE

GEOTECHNICAL INVESTIGATION PREPARED BY SOUTHERN
CALIFORNIA GEOTECHNICAL, INC. DATED 11/18/21. THIS REPORT IS A PART OF THESE CONSTRUCTION DOCUMENTS.

PRINT NAME: GREGORY K. MITCHELL DATE: 10/02/2023
SIGNATURE: ________________________ LICENSE NO.: GE 2364 HARVARD BLVD.

LA SALLE AVE
160TH ST
LEGAL DESCRIPTION:

A PORTION OF LOT 21 OF TRACT NO. 10901, IN

THE CITY OF GARDENA, COUNTY OF LOS

ANGELES, STATE OF CALIFORNIA, AS PER MAP
RECORDED IN BOOK 254 PAGES 31 AND 32 OF

MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY.

AND
LOTS 11 AND 12 OF TRACT NO. 10901, IN THE

CITY OF GARDENA, COUNTY OF LOS ANGELES,

STATE OF CALIFORNIA, AS PER MAP RECORDED
IN BOOK 254, PAGES 31 AND 32 OF MAPS, IN

THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY.

PROJECT INFORMATION:

PROJECT AREA: 32,450 S.F. (0.74
+- ACRES)
AREA DISTURBED: 41,380 S.F. (0.95
+- ACRES)
CUT: 850 CUBIC YARDS
FILL: 1,200 CUBIC YARDS

JURISDICTIONAL APPROVAL
PRIOR TO BUILDING PERMIT:

CITY OF GARDENA - COMMUNITY DEVELOPMENT DEPARTMENT
HILDA OLVERA, PERMIT/LICENSING TECH (310) 217-6111 OR
JOSEPH FLETCHER (310) 217-9527. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING THE BELOW CITY PERMITS;
HOWEVER CITY PERMIT FEES ARE WAIVED.
- BUILDING & MEP PERMIT NO. 50022-1389
- LANDSCAPE AND LID PERMIT NO. 50023-0021
- SITE GRADING PERMIT NO. 50023-0022
- POOL-AQUATICS PERMIT NO. 50023-0023
- SOLAR/PHOTOVOLTAIC PERMIT NO. 50023-0024

COUNTY OF LOS ANGELES - DEPARTMENT OF PUBLIC HEALTH
PLAN CHECK NUMBER: SR0324975.

CONTACT: BHARAT DUNGRANI AT (626) 430-5360

COUNTY OF LOS ANGELES - FIRE DEPARTMENT
FEPC2023-0754 - FIRE ENGINEERING - BUILDING PLAN CHECK
UNIT - SITE PLAN REVIEW - WATER & ACCESS. CONTACT:

MICHAEL BRAVO AT [email protected]
FEPC2023-0755 - FIRE ENGINEERING - BUILDING PLAN CHECK
UNIT - SOLAR VOLTAIC ONTACT: MICHAEL BRAVO AT
[email protected]

COUNTY OF LOS ANGELES - PUBLIC WORKS
INDUSTRIAL WASTE DISPOSAL PERMIT (A001035443)
ENVIRONMENTAL PROGRAM DIVISION (626) 458-3517
NOTE: CONTRACTOR IS RESPONSIBLE FOR ACQUIRING AND PAYING

ALL CONSTRUCTION PERMIT FEES AS SPECIFIED, EXCEPT FOR CITY PERMIT FEES.

DEFERRED SUBMITTALS:

1. ELEVATOR GUIDE RAILS AND SUPPORT BRACKETS AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

2. FIRE SPRINKLER SYSTEM AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

3. FIRE ALARM SYSTEM AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

4. ROOF ACCESS LADDER AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

5. SEISMIC BRACING OF PLUMBING PIPE AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

6. SHORING PLANS AS DESCRIBED ON PLANS AND IN SPECIFICATIONS

7. BLEACHERS AS DESCRIBED ON PLANS AND IN SPECIFICATIONS NOTE:

INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT BE STARTED UNTIL DETAILS, PLANS, AND SPECIFICATIONS ARE APPROVED BY THE OWNER AND BUILDING DEPARTMENT, ALLOW 30 DAYS FOR OWNER REVIEW. THE PLANS AND

SPECIFICATIONS SHALL FIRST BE REVIEWED AND SIGNED BY THE LANDSCAPE ARCHITECT BEFORE SUBMITTAL TO THE OWNER FOR REVIEW. CONTRACTOR TO SCHEDULE DEFERRED APPROVAL SUBMITTALS WELL IN ADVANCE TO ALLOW FOR BOTH ARCHITECT AND OWNER REVIEW.

DIRECTOR'S SIGNATURE ON TITLEBLOCK CONSTITUTES
SIGNATURES FOR ALL SHEETS IN THE PLAN SET.

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
EC
TP
EC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED BY:

FILE PATH: P:\301 GARDENA\301-01 GARDENA AQUATIC & SENIOR CENTER\301-01-CD\301.01 CD T-1.01.DWGPLOT TIME: 06/30/2023 9:00 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/11/2023

L I CENSED LANDSCAPE ARCH I TECT

STATE OF CA L I FORN I A
L A R R Y P . R Y A N L I C E N S E N O . 2 5 0 2
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

APPROVED BY:

CITY OF GARDENA

CITY ENGINEER
DATE:

ACCEPTANCE AS TO THE CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
06/20/2023
10/02/2023
1 90% CD SUBMITTAL 12/15/2022

TITLE SHEET
T-1.01
1 160TH ST

AQUATICS
CENTER
SENIOR
CENTER
H

ARVARD ST
LA
S
ALLE
AVE
POOL

OUTDOOR

FITNESS

COURTYARD AREA

PARKING

EXISTING
PUBLIC

PARKING

POOL EQUIPMENT TRASH

BLEACHERS

EXISTING RESIDENTIAL
AIN: 6105 011 045

EXISTING RESIDENTIAL
AIN: 6105 011 046

EXISTING

RUSH GYMNASIUM
AIN: 6105 011 901
LOT 21
TRACT 10901
LOT 21
TRACT 10901
LOT 12
TRACT 10901
LOT 11
TRACT 10901
LOT 13
TRACT 10901
N00°00'48"W 586.35' (586.38' RECORD)
N89°58'54"E 163.05'
N00°00'55"W 101.39'
N00°00'48"W 553.97'
N89°11'19"E 230.31' (230.23' RECORD)
L=30.79
R=20.00
D=088°12'14"
L=32.04
R=20.00
D=091°47'53"
N00°00'55"W 547.01' (547.03' RECORD)
172.87'155.59'
N89°59'00"E 107.12'

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
EC
TP
EC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED BY:

FILE PATH: P:\301 GARDENA\301-01 GARDENA AQUATIC & SENIOR CENTER\301-01-CD\301.01 CD T-1.01.DWGPLOT TIME: 06/30/2023 9:00 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/04/2023

L I CENSED LANDSCAPE ARCH I TECT

STATE OF CA L I FORN I A
L A R R Y P . R Y A N L I C E N S E N O . 2 5 0 2
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

APPROVED BY:

CITY OF GARDENA

CITY ENGINEER
DATE:

ACCEPTANCE AS TO THE CONFORMANCE

WITH APPLICABLE CITY STANDARDS AND

PRACTICES
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
06/20/2023
10/02/2023
1 90% CD SUBMITTAL 12/15/2022

GENERAL NOTES
T-1.02
ABBREVIATIONS:
@ AT
A.B. ANCHOR BOLT
A.B.S ACRYLONITRILE BUTADIENE STYRENE PIPE
A.C. ASPHALTIC CONCRETE

AC ACRE
A.C.P. ASBESTOS CEMENT PIPE
ALT. ALTERNATIVE

ALUM ALUMINUM
APPROX. APPROXIMATE

AVE AVENUE

AVG AVERAGE
B.A. BEGINNING OF CURVE

BC BOTTOM OF CURB
B.A.P. BEGINNING OF CURB RETURN
BLDG. BUILDING

BLVD BOULEVARD
B.M. BENCH MARK

BS BOTTOM OF STEP

BW BACK OF WALK

C CENTER
C., COND. CONDUIT

CB CATCH BASIN
C.F. CURB FACE

C&G CURB AND GUTTER
C.J. CONTROL JOINT

CIR CIRCLE

C/L CHAIN LINK
C.L., CL CENTER LINE
C.I. CAST IRON
C.M.P. CORREGATED METAL PIPE
C.M.U. CONCRETE MASONRY UNIT
C.O. CLEANOUT
CONC. CONCRETE
CONST. CONSTUCT/CONSTRUCTION
CONT. CONTINUOUS
C.A. CONCRETE PIPE
C.R. CURB RETURN

CSK COUNTERSINK
CU. CUBIC
CU. FT. CUBIC FEET

CY CUBIC YARDS
DET., DTL. DETAIL
D.F. DRINKING FOUNTAIN

DF DOUGLAS FIR

DG DECOMPOSED GRANITE
DIA., Ø DIAMETER
DR. DRIVE

DS DOWNSPOUT
DWY. DRIVEWAY
E EAST

EA EACH
E.C. END OF CURB
E.C.R. END OF CURB RETURN
E.J. EXPANSION JOINT
ELEV. ELEVATION
E.P. EDGE OF PAVEMENT
EQ. EQUAL
EST. ESTIMATE
E.W. EACH WAY
EX. EXISTING
EXC. EXCAVATION
F.F. FINISHED FLOOR

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE
F.H. FIRE HYDRANT
F.L., FL FLOW LINE
F.O.B. FACE OF BUILDING
F.O.C. FACE OF CURB
F.S., FS FINISH SURFACE

FT FEET/FOOT
FTG. FOOTING
GA. GAUGE
GALV. GALVANIZED

GC GROUNDCOVER
G.B. GRADE BREAK
G.L.B. GLUE LAMINATED BEAM
G.P.M. GALLONS PER MINUTE

GR GRADING

GRND GROUND

GUY GUY WIRE
H.C. DISABLED
HT. HEIGHT

HDR HEADER

HORIZ HORIZONTAL
H.P., HP HIGH POINT
I.A. INSIDE DIAMETER
INV. INVERT
IRR. IRRIGATION
J.A. JUNCTION BOX
JT. JOINT
L. LENGTH OF ARC
L.A. LANDSCAPE ARCHITECT
LAT. LATERAL

LF LINEAR FEET
L.P. LOW POINT

LT LEFT
MAX. MAXIMUM
MFG. MANUFACTURER
M.H. MANHOLE
MIN. MINIMUM

N NORTH
N.I.C. NOT IN CONTRACT
NO., # NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OPP. OPPOSITE
P.A. PLANTING AREA
P.B. PULL BOX
P.C. CONC. PORTLAND CEMENT CONCRETE
P.C.C. POINT OF COMPOUND CURVE

PL PROPERTY LINE
P.P. POWER POLE
P.S.I. POUNDS PER SQUARE INCH
PT. POINT
P.T. POINT OF TANGENCY

PVC POLYVINAL CHLORIDE
R., RAD. RADIUS
R.C.P. REINFORCED CONCRETE PIPE

RD ROAD
R.C.V. REMOTE CONTROL VALVE
REF. REFERENCE
REQ. REQUIRED

RR RAILROAD
RT. RIGHT

RWD REDWOOD
R/W, R.O.W. RIGHT OF WAY

ROS ROUGH SAWN

S SOUTH
SCH. SCHEDULE

SD STORM DRAIN
SEC. SECTION

SG SUBGRADE

SHT SHEET

SF SQUARE FEET

SPEC SPECIFICATIONS
SQ. SQUARE
ST. STREET
STA. STATION
STD. STANDARD
S4S SURFACE FOUR SIDE
T.C., TC TOP OF CURB
T.C.B. TOP OF CATCH BASIN
T.F., TF TOP OF FOOTING
T.G., TG TOP OF GRATE

T&G TONGUE AND GROOVE

TOB TOP OF BEAM

TS TOP OF STEP
T.W., TW TOP OF WALL
TYP. TYPICAL
V. VOLTAGE
V.C. VERTICAL CURVE
VERT. VERTICAL

W/ WITH
W WEST
W.P. WATERPROOFING
W.M. WATER METER

WWM WELDED WIRE MESH
W.V. WATER VALVE
A. NOTE: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS INCLUDING, BUT NOT

NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REFER TO SHEET C-4.01 FOR THE HORIZONTAL CONTROL PLAN. FOR VERTICAL CONTROL, REFER TO THE BENCHMARK. THIS SURVEY WORK SHALL BE PERFORMED BY OWNER'S DESIGNATED REPRESENTATIVE AND SHALL PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS AS INDICATED IN PLANS.

B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS BY THE OWNER'S AUTHORIZED REPRESENTATIVE. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.

C. THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE ELECTRONIC FILES, THEY ARE NOT

RELIEVED OF THEIR DUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.

D. THE DIGITAL INFORMATION PROVIDED BY RJM DESIGN GROUP, INC. SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF RJM DESIGN GROUP, INC. THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF RJM DESIGN GROUP, INC.

E. PROJECT SURVEYOR: STARLIGHT SURVEYING
SURVEYOR ADDRESS: 17955 SKY PARK CIR, SUITE F, IRVINE, CA 92614 SURVEYOR NAME: TED KRULL
LICENSE NO.: PLS 5848
SURVEY NAME/NO: AMC 21-266
SURVEY DATE: NOV. 2021 & JAN. 2022
F. THE CONTRACTOR IS REQUIRED TO LOCATE AND TIE OUT SURVEY MONUMENTS IN THE PROJECT AREA PRIOR TO CONSTRUCTION. SEE SPECIFICATION SECTION 3-10.4, PERMANENT SURVEY MARKERS FOR FURTHER DETAILS.

SURVEY RESPONSIBILITY NOTES:

GENERAL NOTES:

A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE 2021 "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2016 EDITION OF APWA STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND STATE STANDARD

SPECIFICATIONS, CALIFORNIA BUILDING CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA, CALIFORNIA MECHANICAL CODE, CALIFORNIA ENERGY CODE, CALIFORNIA GREEN BUILDING STANDARD CODE, ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMISSION, TITLE 3, RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITING, STATE OF CALIFORNIA TITLE 24, SECTION T-20-1401 THROUGH T-20-1406, AND TITLE 20, SECTION 1401-1406 ENERGY REGULATIONS, AND CALGREEN,
B. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR CONSULTANTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS/HER CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

C. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.

D. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION.

E. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND / OR REPLACEMENT OF SAID SUBSTRUCTURE.

F. THE CONTRACTOR SHALL PROVIDE 72-HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED.

G. WORKING HOURS SHALL BE IN ACCORDANCE WITH THE SECTION OF THE SPECIFICATIONS AS DETERMINED BY OWNER.

H. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS, PEDESTRIAN ACCESS, ACCESSIBLE ROUTES, OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION.

I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN THE PUBLIC RIGHT OF WAY AND NEW DRIVE AISLES IN ACCORDANCE WITH ALL APPLICABLE CODES.

J. THE CONTRACTOR WILL COMPLY TO CA-MUTCD WATCH MANUAL DURING CONSTRUCTION.

K. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (811).

L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD.

M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6' HIGH TEMPORARY CHAINLINK CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ALL CONSTRUCTION AREAS. FENCING SHALL BE PROVIDED WITH CONTINUOUS GREEN MESH WINDSCREEN. CONTRACTOR SHALL REVIEW ALIGNMENT / LOCATION OF CONSTRUCTION FENCING WITH OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN FENCING UNTIL OWNER'S ACCEPTANCE OF THE WORK. OR CONTRACTOR MAY CONTINUE TO USE AND TAKE OWNERSHIP OF THE EXISTING TEMPORARY CHAINLINK FENCE, AND REMOVE AND DISPOSE THEM AT THE FINAL CONSTRUCTION.

N. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND APPLICABLE FEES.

O. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS.

P. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE LANDSCAPE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS.

Q. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. ALL WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR.

R. VERIFY ALL EASEMENTS, PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK.

S. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS.

T. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. SEE SPECIFICATIONS.

U. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE

ARCHITECT AND THEIR CONSULTANTS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT

AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT AND HIS CONSULTANTS, WHETHER OF MATERIALS OR

WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF

ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

V. CONSTRUCTION ACTIVITIES SHALL NOT INTERFERE WITH ADJACENT EXISTING CONDITIONS. EXISTING SIDEWALKS/BIKEWAYS SHALL REMAIN ACCESSIBLE TO THE PUBLIC THROUGH THE DURATION OF CONSTRUCTION. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT THE SAFETY OF THE GENERAL PUBLIC.

W. DO NOT SCALE THESE DRAWINGS.

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO MOBILIZATION AND THE BEGINNING OF CONSTRUCTION. ANY EXISTING ELEMENTS TO BE PROTECTED IN PLACE, WHICH SHOW ANY TYPE OF DAMAGE (E.G. CRACKED CONCRETE, DAMAGE TO TREES, ETC.), SHOULD BE BROUGHT TO THE ATTENTION OF THE city.

OTHERWISE, CONTRACTOR MAY BE HELD RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED EXISTING ELEMENTS-TO-REMAIN AT HIS EXPENSE.

B. A DIGITAL FILE OF THE HORIZONTAL CONTROL INCLUDING HARDSCAPE WALKWAYS AND PARKING WILL BE PROVIDED

TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE SURVEYOR IN THE LAYOUT OF THESE AREAS AND THE PREPARATION OF THE STAKING PLAN.

C. EXISTING UTILITIES WERE OBTAINED FROM OWNER AND AGENCY RECORDS - NOT 'AS BUILT' DRAWINGS.

CONTRACTOR MUST POTHOLE AND HAND EXCAVATE WHEN COMPLETING ANY SUB-SURFACE WORK. RELOCATE, LOWER, OR REALIGN ANY UTILITY ENCOUNTERED. MINIMUM DEPTH OVER NEW OR RELOCATED UTILITY IS 24". THE

CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND

UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON.

D. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE LANDSCAPE

ARCHITECT OR HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK.

E. DO NOT SCALE THESE DRAWINGS.

NOTICE TO CONTRACTOR:
2 LA SALLE AVE
160TH ST.

HARVARD BLVD
3 0
04 64
10 0 10 0 10 0
03 63
33 63
03 03
63 04 04 04 93
0 10 64 04
34 34
10 0
04 09
09 C C C C C
UP
UP
NO

PARKING
NO

PARKING
VAN

HARVARD BLVD
NO

PARKING
NO

PARKING
VAN

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
EC
TP
EC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: P:\301 GARDENA\301-01 GARDENA AQUATIC & SENIOR CENTER\301-01-CD\301.01-CD-T-1.03 ADA ACCESSIBILITY PLAN.DWGPLOT TIME: 06/30/2023 9:00 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/04/2023

L I CENSED LANDSCAPE ARCH I TECT

STATE OF CA L I FORN I A
L A R R Y P . R Y A N L I C E N S E N O . 2 5 0 2
06/20/2023
10/02/2023
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
1" = 20'
( IN FEET )

GRAPHIC SCALE
-20 0 10 20 40 80
A. ACCESSIBLE ROUTE AS INDICATED IS A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1 2
" BEVELED AT 2 HORIZONTAL : 1 VERTICAL

MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED
1 4
" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM AND SMOOTH.

CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. (P.O.T.) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-204/11B-307). THE CONTRACTOR SHALL VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 11B-206.

B. GATES AT PATH OF TRAVEL MUST COMPLY WITH EXIT DOOR REQUIREMENT (CBC SECTION 1010). GATES IN THE PATH OF TRAVEL SHALL HAVE PANIC HARDWARE.

C. PROVIDE DIRECTIONAL SIGNS TO IDENTIFY AN APPARENT AND CONVENIENT PATH OF TRAVEL FOR PERSONS WITH DISABILITIES. LOCATION OF ALL DIRECTIONAL SIGNS IS INDICATED ON THIS PLAN. SIGNS TO COMPLY WITH SECTION 11B-216.3 / 11B-703.

D. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED ONE UNIT VERTICAL TO 50-UNITS HORIZONTAL (2-PERCENT SLOPE) IN ANY DIRECTION (11B-502.4).

E. RAMP SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THE ADJACENT ACCESS AISLE. THE MAXIMUM CROSS SLOPE IN ANY DIRECTION OF AN ACCESSIBLE PARKING SPACE AND ADJACENT ACCESS AISLE SHALL NOT EXCEED 2 PERCENT (1109A.8.2).

F. PROVIDE A BUMPER OR CURB IN EACH PARKING AREA TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS (11B-502.7.2).

G. PROVIDE A CONTINUOUS COMMON SURFACE FOR WALKS AND SIDEWALKS, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2". (11B-403) SHOULD CHANGE NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL TO 2 UNITS HORIZONTAL (50 PERCENT), EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL (11B-403.4, FIG 11B-303.2 & 11B-303.3).

H. PROVIDE A CURB RAMP FOR ABRUPT CHANGES IN LEVEL GREATER THAN 1/2" (11B-303.4).

I. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT (11B-403.3).

J. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID

OPENINGS IN GRATINGS SHALL BE LIMITED TO
1 2
" IN THE DIRECTION OF TRAFFIC FLOW. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL (11B-302.3. FIG11B-302.3).

K. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE, SHALL NOT EXCEED ONE UNIT VERTICAL TO 20 UNITS HORIZONTAL (5 PERCENT SLOPE) WITH 4 FEET OF THE TOP AND BOTTOM OF THE CURB RAMP (11B-406.2.1). THE SLOPE OF THE FANNED OR PARALLEL CURB RAMPS SHALL NOT EXCEED ONE UNIT VERTICAL TO 12 HORIZONTAL (8.3 PERCENT SLOPE)(11B-406.3.1 & 11B-406.4.1).

L. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY, PROVIDES ACCESS FOR PERSONS WITH PHYSICAL DISABILITIES, OR IS IN THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE 1 FOOT RISE IN 12 FEET OF HORIZONTAL RUN (8.3 PERCENT GRADIENT). THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP (11B-405.2).

ADA ACCESSIBLE ROUTE NOTES

ADA ACCESSIBLE ROUTE LEGEND
(N) PEDESTRIAN CONCRETE PAVING
(N) LANDSCAPE AREA (N) ACCESSIBLE ROUTE
NOT TO EXCEED 5%
CROSS SLOPES NOT TO EXCEED 2%
(N) WALLS / LOW WALLS
(N) MAIN ENTRY
* SEE ADDITIONAL COUNTY OF LOS ANGELES
ACCESSIBILITY GENERAL NOTES - SHEET T-1.04

COMPETITION POOL AND ACTIVITY POOL AREA
DECK AREA 661 OCCUPANTS
POOL SURFACE AREA 140 OCCUPANTS
PERMANENT BLEACHER SEATING 196 OCCUPANTS
997 OCCUPANTS

997 OCCUPANTS x 0.2" = 199.4" = 16'-8" GATE WIDTH REQUIRED 20' GATE WIDTH PROVIDED WITH (5) 4' GATES
OCCUPANCY LOAD CALCULATIONS PER CBC TABLE 1004.12
POOL = 1 OCCUPANT / 50 SQ. FT.

DECK = 1 OCCUPANT / 15 SQ. FT.

BLEACHER = 1 OCCUPANT / 18" (A-5 OCCUPANCY)
DECK = 1 OCCUPANT / 15 SQ. FT.

CODE ANALYSIS

SWIMMING
POOL
SENIOR
CENTER

AQUATIC
CENTER
(3) ADA

PARKING STALLS

SITE ACCESSIBILITY PLAN / CODE ANALYSIS
T-1.03

ACCESSIBLE

FITNESS

EQUIPMENT

ACCESSIBLE
TABLE
11'-0"
11'-0"
13'-6"
9'-3"
5'-0"
10'-0"
5'-9"
6'-0"

ACCESSIBLE

DRINKING

FOUNTAIN

ACCESSIBLE

CURB RAMP

ACCESSIBLE

CURB RAMP

ACCESSIBLE

POOL LIFT
3 4'
6'-0"

ACCESSIBLE
TABLE
8'-0"

ACCESSIBLE

PARKING

SIGNAGE
5'-0"
5'-0"
8'-0"
6'-0"

BLEACHERS WITH
(5) WHEELCHAIR SPACES
AND (5) COMPANION SEATS
SCALE:

SITE ACCESSIBILITY PLAN
1" = 20'-0"
SCALE:

ACCESSIBLE PARKING PLAN ENLARGEMENT
1" = 10'-0"
P.A.
5 P.A.
4 3
1 5
4 5
1 3
2 3
1 DETAIL: 5 SHEET: L-2.01
2 CONSTRUCT: DETAIL REFERENCE:

ADA ACCESSIBLE PARKING SIGNAGE
CONSTRUCTION LEGEND:

TRUNCATED DOMES - PER CIVIL
3 5

WHEEL STOP - PER CIVIL
DETAIL: 9 SHEET: C-0.02
DETAIL: 10 SHEET: C-0.02
DETAIL: 9 SHEET: C-0.02
9'-0" 5'-0" 9'-0" 8'-0" 9'-0"
6 INTERNATIONAL SYMBOL OF ACCESSIBILITY - PER CIVIL
6 "NO PARKING" IN WHITE LETTERS 12" HIGH - PER CIVIL DETAIL: 9 SHEET: C-0.02 4 ACCESS AISLE - PER CIVIL DETAIL: 9 SHEET: C-0.02
6 20'-0" 3'-0" 5'-0"
(N) REQUIRED MANEUVERING CLEARANCE /

CLEAR FLOOR SPACE

REQUIRED MANEUVERING

CLEARANCE AT ACCESSIBLE
ROUTE GATES (TYP.) 10'-0"

REQUIRED MANEUVERING

CLEARANCE AT ACCESSIBLE
ROUTE GATES (TYP.)

ACCESSIBLE

DRINKING

FOUNTAIN

ACCESSIBLE

DRINKING

FOUNTAIN

ACCESSIBLE

BENCH SEATING
7 ADA ADDITIONAL PARKING SIGN PER CBC 11B-502.8 DETAIL: 5 SHEET: L-2.01

INSTALLED ON WALL/FENCE
7 7

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
EC
TP
EC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: P:\301 GARDENA\301-01 GARDENA AQUATIC & SENIOR CENTER\301-01-CD\301.01-CD-T-1.03 ADA ACCESSIBILITY PLAN.DWGPLOT TIME: 06/30/2023 9:00 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/04/2023

L I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A
L
I

FORN I A

L A R R Y P
.

R Y
A
N
LI
C
E
N S E N O . 2 5 0 2
06/20/2023
10/02/2023
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023

SITE ACCESSIBILITY PLAN / CODE ANALYSIS
T-1.04 4
1 ACCESSIBILITY NOTES

EXISTING UNDERGROUND STRUCTURES

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION.

NOTICE TO CONTRACTOR
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS.

ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN

ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS

INCLUDES PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND,

INDEMNIFY AND HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL.

NOTE SHEET

PRECISE GRADING PLAN

EROSION CONTROL PLAN
SHEET

SHEET INDEX
NUMBER
C-0.01
C-0.02 TO C-0.04
C-1.01

HORIZONTAL CONTROL/STRIPING PLAN
C-3.01
C-4.01
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH

THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.

WATER/SEWER PLAN C-2.01
1654 W. 160TH ST.

FOR

COUNTY OF LOS ANGELES

COMMUNITY AQUATICS & SENIOR CENTER

SITE IMPROVEMENT PLANS

STATE OF CALIFORNIA

GARDENA, CA

DETAIL SHEET
NOTICE TO CONTRACTOR:

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF

ALL IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR THEIR BID(S) AND CONTRACT(S).
10/12/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/12/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

NOTE SHEET
C-0.01
5 BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32, OFFICIAL RECORDS.

BENCHMARK
THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
EARTHWORK **

CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES
NO. DESCRIPTION QUANTITY
WV
L.P.

GB
LEGEND

TELEPHONE

TOP OF WALL

WATER VALVE

WATER METER

SANITARY SEWER

TOP OF CURB

TOP OF FOOTING

TOP OF GRATE
VALVE

STREET LIGHT

W WATER
W.M.

W.V.

T.F.

T.W.

S
T.G.

T.C.

TEL.

CHAIN LINK FENCE

CENTERLINE

HIGH POINT

ROOF DRAIN

POWER POLE

GRADE BREAK

RIGHT OF WAY

FIRE HYDRANT

FINISHED SURFACE

FINISHED FLOOR

EDGE OF PAVEMENT

CATCH BASIN

STORM DRAIN

CURB & GUTTER

EXISTING SPOT ELEVATION

FLOWLINE

GRADE BREAK LINE

EXISTING UTILITY LINE
(TYPE AND SIZE AS NOTED)
P.P.

R.O.W.

R.D.

ST.

IRR. OR IRRIG.

M.H.

STREET

IRRIGATION

LOW POINT

MANHOLE
G.B.

H.P.

H.C.

INV.

F.S.

F.H.

F.L.

HANDICAP
INVERT

FLOWLINE

EXISTING CONTOUR

GRADING LIMITS

PROPERTY LINE
DWY.

ELEC.

E.P.

F.F.

CONC.

C.O.

SD

DRIVEWAY

ELECTRIC

CONCRETE

CLEANOUT
C.B.

C&G
C.L.F.

C.L.

BLDG. BUILDING

PROPOSED SLOPE
T.D. TOP OF DECK
P.O.C. POINT OF CONNECTION

DECOMPOSED GRANITE

P/A PLANTER AREA
D.G.

FLOW DIRECTION
D.F. DRINKING FOUNTAIN

STORM DRAIN & GRATE

STORM DRAIN AND CLEANOUT
W.I.F. WROUGHT IRON FENCE
T.O.S. TOP OF SUBGRADE
B.O.W. BACK OF WALK

FIRE HYDRANT
T.H.W. TOP OF HEADWALL
SEE SHEET C-2.01 FOR WATER/SEWER CONSTRUCTION NOTES
SEE SHEET C-3.01 FOR EROSION CONTROL CONSTRUCTION NOTES

GENERAL CONSTRUCTION NOTES
DEMOLITION PLAN D-1.01
** NOTICE TO THE CONTRACTOR

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY.

THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL

IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR

DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE.

THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THIS

CALCULATION DOES NOT INCLUDE SOILS FROM BUILDING OR WALL FOOTINGS, NOR ANY UTILITY TRENCHING. THIS CALCULATION ASSUMES SHRINKAGE OF AN AVG. OF 9% AND 0.1' SUBSIDENCE OVER NEWLY EXCAVATED AREAS NOT DONE DURING ROUGH GRADING (TO BE CONFIRMED BY THE SOILS ENGINEER). REMOVALS PER THE SOILS REPORT INCLUDE A DEPTH OF 6-FEET BELOW THE PROPOSED BUILDING AREA.

CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNING GRADING REQUIREMENTS.

THIS CALCULATION DOES INCLUDE AN ESTIMATE FOR THE EXCAVATION FOR THE INFITLRATION AREA.

AREA DISTURBED: 0.95± ACRES
CUT 850 CUBIC YARDS
SHRINKAGE (9%±) (75) CUBIC YARDS
INFILTRATION AREA 135 CUBIC YARDS
FILL 1,200 CUBIC YARDS
SHRINKAGE (O/E) (9%±) 225 CUBIC YARDS
SUBSIDENCE (0.1') 0 CUBIC YARDS
(FROM NEWLY DISTURBED AREAS)
IMPORT *** 515 CUBIC YARDS
OVER-EXCAVATION * 2,500 CUBIC YARDS
SEE SHEET C-4.01 FOR HORIZONTAL CONTROL/STRIPING CONSTRUCTION NOTES SEE SHEET D-1.01 FOR DEMOLITION NOTES
*** NOTICE TO THE CONTRACTOR

CALCULATION DOES NOT INCLUDE ONSITE STOCKPILE VOLUME FROM DEMOLITION AND ROUGH GRADE OPERATIONS. CONTRACTOR SHALL SURVEY EXIST. STOCKPILE

AND ESTIMATE VOLUME AND ADJUST EARTHWORK QUANTITIES AND IMPORT/EXPORT AS REQUIRED BASED ON THAT ESTIMATE.

CITY ESTIMATES STOCKPILE VOLUME TO BE 232 CYS.

FOR BIDDING PURPOSES STOCKPILE IS ASSUMED TO BE CLEAN FILL.

GENERAL NOTES:

1. ALL GRADING AND CONSTRUCTION SHALL CONFORM TO THE CITY OF GARDENA BUILDING CODE AND THE 2019 CALIFORNIA BUILDING CODE OR LATEST ADOPTED EDITION AND UNLESS SPECIFICALLY NOTED ON THESE PLANS.

2. ANY MODIFICATIONS OF OR CHANGES TO APPROVED GRADING PLANS MUST BE APPROVED BY THE BUILDING OFFICIAL.

3. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE BUILDING OFFICIAL. A PRE-GRADING MEETING AT THE SITE IS REQUIRED BEFORE THE START OF THE GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, COUNTY GRADING INSPECTOR(S) OR THEIR REPRESENTATIVES, AND WHEN REQUIRED THE ARCHEOLOGIST OR OTHER JURISDICTIONAL AGENCIES. PERMITTEE OR HIS

AGENT ARE RESPONSIBLE FOR ARRANGING PRE-GRADE MEETING AND MUST NOTIFY THE BUILDING OFFICIAL AT LEAST TWO BUSINESS DAYS PRIOR TO PROPOSED PRE-GRADE MEETING.

4. APPROVAL OF THESE PLANS REFLECT SOLELY THE REVIEW OF PLANS IN ACCORDANCE WITH THE COUNTY OF LOS ANGELES BUILDING CODES AND DOES NOT

REFLECT ANY POSITION BY THE COUNTY OF LOS ANGELES OR THE DEPARTMENT OF PUBLIC WORKS REGARDING THE STATUS OF ANY TITLE ISSUES RELATING TO THE LAND ON WHICH THE IMPROVEMENTS MAY BE CONSTRUCTED. ANY DISPUTES RELATING TO TITLE ARE SOLELY A PRIVATE MATTER NOT INVOLVING THE COUNTY OF LOS ANGELES OR THE DEPARTMENT OF PUBLIC WORKS.

5. ALL GRADING AND CONSTRUCTION ACTIVITIES SHALL COMPLY WITH COUNTY OF LOS ANGELES CODE, TITLE 12, SECTION 12.12.030 THAT CONTROLS AND RESTRICTS NOISE FROM THE USE OF CONSTRUCTION AND GRADING EQUIPMENT FROM THE HOURS OF 8:00 PM TO 6:30 AM, AND ON SUNDAYS AND HOLIDAYS. (MORE RESTRICTIVE CONSTRUCTION ACTIVITY TIMES MAY GOVERN, AS REQUIRED BY THE DEPARTMENT OF REGIONAL PLANNING AND SHOULD BE SHOWN ON THE GRADING PLANS WHEN APPLICABLE.)

6. CALIFORNIA PUBLIC RESOURCES CODE (SECTION 5097.98) AND HEALTH AND SAFETY CODE (SECTION 7050.5) ADDRESS THE DISCOVERY AND DISPOSITION OF HUMAN REMAINS. IN THE EVENT OF DISCOVERY OR RECOGNITION OF ANY HUMAN REMAINS IN ANY LOCATION OTHER THAN A DEDICATED CEMETERY, THE

LAW REQUIRES THAT GRADING IMMEDIATELY STOPS AND NO FURTHER EXCAVATION OR DISTURBANCE OF THE SITE, OR ANY NEARBY AREA WHERE HUMAN REMAINS MAY BE LOCATED, OCCUR UNTIL THE FOLLOWING HAS BEEN MEASURES HAVE BEEN TAKEN:
a. THE COUNTY CORONER HAS BEEN INFORMED AND HAS DETERMINED THAT NO INVESTIGATION OF THE CAUSE OF DEATH IS REQUIRED, AND b. IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE DECEASED NATIVE AMERICANS HAVE MADE A RECOMMENDATION FOR THE MEANS OF TREATING OR DISPOSING, WITH APPROPRIATE DIGNITY, OF THE HUMAN REMAINS AND ANY ASSOCIATED GRAVE GOODS.

7. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.

8. ALL EXPORT OF MATERIAL FROM THE SITE MUST GO TO A PERMITTED SITE APPROVED BY THE BUILDING OFFICIAL OR A LEGAL DUMPSITE. RECEIPTS FOR ACCEPTANCE OF EXCESS MATERIAL BY A DUMPSITE ARE REQUIRED AND MUST BE PROVIDED TO THE BUILDING OFFICIAL UPON REQUEST.

9. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLANS MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.

10. SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE AREAS SHALL BE LOCATED PER CONSTRUCTION STAKING BY FIELD ENGINEER OR LICENSED SURVEYOR. PRIOR TO GRADING, AS REQUESTED BY THE BUILDING OFFICIAL, ALL PROPERTY LINES, EASEMENTS, AND RESTRICTED USE AREAS SHALL BE STAKED.

11. NO GRADING OR CONSTRUCTION SHALL OCCUR WITHIN THE PROTECTED ZONE OF ANY OAK TREE AS REQUIRED PER TITLE CHAPTER 22.56 OF THE COUNTY OF LOS ANGELES ZONING CODE. THE PROTECTED ZONE SHALL MEAN THAT AREA WITHIN THE DRIP LINE OF AN OAK TREE EXTENDING THERE FROM A POINT AT LEAST FIVE FEET OUTSIDE THE DRIP LINE, OR 15 FEET FROM THE TRUNK(S) OF A TREE, WHICHEVER IS GREATER.

IF AN OAK TREE PERMIT IS OBTAINED: (ADD THE FOLLOWING NOTE :) ALL GRADING AND CONSTRUCTION WITHIN THE PROTECTED ZONE OF ALL OAK TREES SHALL BE PER OAK TREE PERMIT NO. . ALL RECOMMENDATIONS IN THE PERMIT AND ASSOCIATED OAK TREE REPORT MUST BE COMPLIED WITH AND ARE A PART OF THE GRADING PLAN. A COPY OF THE OAK TREE PERMIT AND ASSOCIATED REPORTS SHALL BE MAINTAINED IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.

12. THE STANDARD RETAINING WALL DETAILS SHOWN ON THE GRADING PLANS ARE FOR REFERENCE ONLY. STANDARD RETAINING WALLS ARE NOT CHECKED, PERMITTED, OR INSPECTED PER THE GRADING PERMIT. A SEPARATE RETAINING WALL PERMIT IS REQUIRED FOR ALL STANDARD RETAINING WALLS.

NOTE: THIS NOTE ONLY APPLIES TO STANDARD RETAINING WALLS. GEOGRID FABRIC AND SEGMENTAL RETAINING WALLS DO NOT REQUIRE A SEPARATE RETAINING WALL PERMIT. DETAILS AND CONSTRUCTION NOTES FOR ALL GEOGRID WALLS MUST BE ON THE GRADING PLAN.

13. A PREVENTIVE PROGRAM TO PROTECT THE SLOPES FROM POTENTIAL DAMAGE FROM BURROWING RODENTS IS REQUIRED PER SECTION J101.8 OF THE COUNTY OF LOS ANGELES BUILDING CODE. OWNER IS TO INSPECT SLOPES PERIODICALLY FOR EVIDENCE OF BURROWING RODENTS AND A FIRST EVIDENCE OF THEIR EXISTENCE SHALL EMPLOY AN EXTERMINATOR FOR THEIR REMOVAL.

14. WHERE A GRADING PERMIT IS ISSUED AND THE BUILDING OFFICIAL DETERMINES THAT THE GRADING WILL NOT BE COMPLETED PRIOR TO NOVEMBER 1, THE OWNER OF THE SITE ON WHICH THE GRADING IS BEING PERFORMED SHALL, ON OR BEFORE OCTOBER 1, FILE OR CAUSE TO BE FILED WITH THE BUILDING OFFICIAL AN ESCP PER SECTION J110.8.3 OF THE COUNTY OF LOS ANGELES BUILDING CODE.

15. TRANSFER OF RESPONSIBILITY: IF THE FIELD ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING,

THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THE AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING.

GENERAL GEOTECHNICAL NOTES

16. ALL WORK MUST BE IN COMPLIANCE WITH THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL CONSULTANT'S REPORT(S) AND THE APPROVED PLANS AND SPECIFICATIONS.

17. GRADING OPERATIONS MUST BE CONDUCTED UNDER PERIODIC INSPECTIONS BY THE GEOTECHNICAL CONSULTANTS AS REQUIRED BY THE CITY OF GARDENA.

18. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS.

19. ROUGH GRADING MUST BE APPROVED BY A FINAL ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORT. AN AS-BUILT GEOLOGIC MAP MUST BE INCLUDED IN THE FINAL GEOLOGY REPORT. PROVIDE A FINAL REPORT STATEMENT THAT VERIFIES WORK WAS DONE IN ACCORDANCE WITH REPORT RECOMMENDATIONS AND CODE PROVISIONS (SECTION J105.12 OF THE COUNTY OF LOS ANGELES BUILDING CODE). THE FINAL REPORT(S) MUST BE SUBMITTED TO THE CITY OF GARDENA FOR REVIEW AND APPROVAL.

20. ALL REQUIRED THIRD-PARTY TESTING TO BE PROVIDED AT CONTRACTORS EXPENSE.

FILL NOTES

21. GRADING WORK IS TO ONLY FOLLOW THE DEMOLITION RECOMMENDATIONS IN THE SOILS REPORT. a. OVEREXCAVATION AND PREP. FOR THE FUTURE BUILDING PAD IS NOT REQUIRED FOR ROUGH GRADING.

21. ALL FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUM RELATIVE COMPACTION CRITERIA:
a. 90 PERCENT OF MAXIMUM DRY DENSITY WITHIN 40 FEET BELOW FINISH GRADE. b. 93 PERCENT OF MAXIMUM DRY DENSITY DEEPER THAN 40 FEET BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90 PERCENT OF MAXIMUM DRY DENSITY) IS JUSTIFIED BY THE GEOTECHNICAL ENGINEER.

THE RELATIVE COMPACTION SHALL BE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D1557-91 WHERE APPLICABLE: WHERE NOT APPLICABLE, A TEST ACCEPTABLE TO THE BUILDING OFFICIAL SHALL BE USED. (SECTION J107.5 OF THE COUNTY OF LOS ANGELES BUILDING CODE.)

22. FIELD DENSITY SHALL BE DETERMINED BY A METHOD ACCEPTABLE TO THE BUILDING OFFICIAL. (SECTION J107.5 OF THE COUNTY OF LOS ANGELES BUILDING CODE.) HOWEVER, NOT LESS THAN 10% OF THE REQUIRED DENSITY TEST, UNIFORMLY DISTRIBUTED, AND SHALL BE OBTAINED BY THE SAND CONE METHOD.

23. SUFFICIENT TESTS OF THE FILL SOILS SHALL BE MADE TO DETERMINE THE RELATIVE COMPACTION OF THE FILL IN ACCORDANCE WITH THE FOLLOWING MINIMUM GUIDELINES:
a. ONE TEST FOR EACH TWO-FOOT VERTICAL LIFT.
b. ONE TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED. c. ONE TEST AT THE LOCATION OF THE FINAL FILL SLOPE FOR EACH BUILDING SITE (LOT) IN EACH FOUR-FOOT VERTICAL LIFT OR PORTION THEREOF. d. ONE TEST IN THE VICINITY OF EACH BUILDING PAD FOR EACH FOUR-FOOT VERTICAL LIFT OR PORTION THEREOF.

24. SUFFICIENT TESTS OF FILL SOILS SHALL BE MADE TO VERIFY THAT THE SOIL PROPERTIES COMPLY WITH THE DESIGN REQUIREMENTS, AS DETERMINED BY THE SOIL

ENGINEER INCLUDING SOIL TYPES, SHEAR STRENGTHS PARAMETERS AND CORRESPONDING UNIT WEIGHTS IN ACCORDANCE WITH THE FOLLOWING GUIDELINES:
a. PRIOR AND SUBSEQUENT TO PLACEMENT OF THE FILL, SHEAR TESTS SHALL BE TAKEN ON EACH TYPE OF SOIL OR SOIL MIXTURE TO BE USED FOR ALL FILL SLOPES STEEPER THAN THREE (3) HORIZONTAL TO ONE VERTICAL. b. SHEAR TEST RESULTS FOR THE PROPOSED FILL MATERIAL MUST MEET OR EXCEED THE DESIGN VALUES USED IN THE GEOTECHNICAL REPORT TO DETERMINE SLOPE STABILITY REQUIREMENTS. OTHERWISE, THE SLOPE MUST BE REEVALUATED USING THE ACTUAL SHEAR TEST VALUE OF THE FILL MATERIAL THAT IS IN PLACE.
c. FILL SOILS SHALL BE FREE OF DELETERIOUS MATERIALS.

25. FILL SHALL NOT BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS, AND INSTALLATION OF SUBDRAIN (IF ANY) HAVE BEEN INSPECTED AND APPROVED BY THE SOIL ENGINEER. THE BUILDING OFFICIAL MAY REQUIRE A “STANDARD TEST METHOD FOR MOISTURE, ASH, ORGANIC MATTER, PEAT OR OTHER ORGANIC SOILS” ASTM D-2974-87 ON ANY SUSPECT MATERIAL. DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS. SOIL CONTAINING SMALL AMOUNTS OF ROOTS MAY BE ALLOWED PROVIDED THAT THE ROOTS ARE IN A QUANTITY AND DISTRIBUTED IN A MANNER THAT WILL NOT BE DETRIMENTAL TO THE FUTURE USE OF THE SITE AND THE SOILS ENGINEER APPROVES THE USE OF SUCH MATERIAL.

26. ROCK OR SIMILAR MATERIAL GREATER THAN 12 INCHES IN DIAMETER SHALL NOT BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOIL ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. LOCATION, EXTENT, AND ELEVATION OF ROCK DISPOSAL AREAS MUST BE SHOWN ON AN “AS BUILT” GRADING PLAN.

27. CONTINUOUS INSPECTION BY THE SOIL ENGINEER, OR A RESPONSIBLE REPRESENTATIVE, SHALL BE PROVIDED DURING ALL FILL PLACEMENT AND COMPACTION OPERATIONS WHERE FILLS HAVE A DEPTH GREATER THAN 30 FEET OR SLOPE SURFACE STEEPER THAN 2:1. (SECTION J107.8 OF THE COUNTY OF LOS ANGELES

BUILDING CODE)

28. CONTINUOUS INSPECTION BY THE SOIL ENGINEER, OR A RESPONSIBLE REPRESENTATIVE, SHALL BE PROVIDED DURING ALL SUBDRAIN INSTALLATION. (PER THE

CITY OF GARDENA BUILDING CODE)

29. FILL SLOPES IN EXCESS OF 2:1 STEEPNESS RATIO ARE TO BE CONSTRUCTED BY THE PLACEMENT OF SOIL AT SUFFICIENT DISTANCE BEYOND THE PROPOSED FINISH SLOPE TO ALLOW COMPACTION EQUIPMENT TO BE OPERATED AT THE OUTER LIMITS OF THE FINAL SLOPE SURFACE. THE EXCESS FILL IS TO BE REMOVED PRIOR TO COMPLETION OF ROUGH GRADING. OTHER CONSTRUCTION PROCEDURES MAY BE USED WHEN IT IS DEMONSTRATED TO THE SATISFACTION OF THE BUILDING OFFICIAL THAT THE ANGLE OF SLOPE, CONSTRUCTION METHOD AND OTHER FACTORS WILL HAVE EQUIVALENT EFFECT. (SECTION J107.5 OF THE COUNTY OF LOS ANGELES BUILDING CODE.)
1 CONSTRUCT CURB PER CITY STD. ST-7, TYPE C-4, C.F. PER PLAN CONSTRUCT CURB FACE TRANSITION PER DETAIL 1, SHEET C-0.02

PROTECT IN PLACE
CONSTRUCT FULL-DEPTH A.C. PAVEMENT PER DETAIL 2, SHEET C-0.02 2 4
5 CONSTRUCT 6" CURB & GUTTER PER CITY STD. ST-7, TYPE C-2, C.F. PER PLAN, MODIFY FOR 2' WIDE GUTTER TO MATCH EXIST.
3 6
7 9
10 8
CONSTRUCT 3" A.C. OVER 6" A.B. PAVEMENT OVER 12" COMPACTED SUBGRADE (PARKING STALLS) - VERIFY WITH SOILS ENGINEER

STORM DRAIN CONSTRUCTION NOTES

CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS RECONSTRUCT NORTHERLY SECTION OF EXISTING DRIVEWAY PER CITY STD. ST-2 33 35 CONSTRUCT STORM DRAIN CLEAN OUT PER DETAIL 7, SHEET C-0.02 CONSTRUCT CDS UNIT PER DETAIL 2, SHEET C-0.04
CONSTRUCT 12" PVC, SCH 80, STORM DRAIN PIPE, BEDDING DETAIL 6, SHEET C-0.02 31 32
CONSTRUCT 8" PVC, SDR 35, STORM DRAIN PIPE, BEDDING DETAIL 6, SHEET C-0.02 30 CONSTRUCT 4" PVC, SDR 35, STORM DRAIN PIPE, BEDDING DETAIL 6, SHEET C-0.02 36 37
34 CONSTRUCT PERFORATED UNDERGROUND INFILTRATION SYSTEM PER DETAIL 1, SHEET C-0.03 38 CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C-0.02
CONSTRUCT BRASS DECK DRAIN PER DETAIL 5, SHEET C-0.02

CONNECT TO ROOF DRAIN - SEE ARCHITECT'S PLANS
39 CONSTRUCT CURB DRAIN PER SPPWC STANDARD PLAN 150-4, N = 2 CONSTRUCT ADA CURB RAMP PER CALTRANS DRAWING A88A, CASE A AND DETAIL B CONSTRUCT 3' WIDE V-GUTTER PER DETAIL 3, SHEET C-0.02
40 CONSTRUCT LID FLOW CONTROL CATCH BASIN PER DETAIL 1, SHEET C-0.04 11 12
CONSTRUCT MOUNTABLE 6" CURB & GUTTER PER SPPWC STD. PLAN 121-3, TYPE B2-6, C.F. PER PLAN, MODIFY FOR 2' WIDE GUTTER TO MATCH EXIST.

CONSTRUCT TRANSITION FROM MOUNTABLE CURB & GUTTER TO STANDARD CURB & GUTTER

SEE BID SCHEDULE

LEGAL DESCRIPTION
A PORTION OF LOT 21 OF TRACT NO. 10901, IN THE CITY OF GARDENA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 254 PAGES 31 AND 32 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

AND
LOT S 11 AND 12 OF TRACT NO. 10901, IN THE CITY OF GARDENA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 254, PAGES 31 AND 32 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

GENERAL

1. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.

2. ALL WORK UNDER THIS GRADING PERMIT SHALL BE LIMITED TO WORK WITHIN THE PROPERTY LINES. ALL WORK WITHIN THE ROAD RIGHT-OF-WAY WILL REQUIRE SEPARATE PLANS AND AN ENCROACHMENT PERMIT.

3. GRADING SHALL BE DONE UNDER THE SUPERVISION OF A SOIL ENGINEER IN CONFORMANCE WITH RECOMMENDATIONS OF GEOTECHNICAL INVESTIGATION PROPOSED COMMUNITY AQUATIC AND SENIOR CENTER BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. DATED NOVEMBER 18, 2021 AND RESULTS OF INFILTRATION TESTING BY SOUTHERN CALIFORNIA GEOTECHNICAL DATED NOVEMBER 19, 2021. THESE REPORTS ARE A PART OF THESE PLANS.

4. COMPACTED FILL TO SUPPORT ANY STRUCTURES SHALL COMPLY WITH SECTION 1803.5 CBC. PROJECTS WITHOUT PRELIMINARY SOILS REPORT SHALL HAVE DETAILED SPECIFICATIONS SATISFYING REQUIREMENTS IN SECTION 1803.5 CBC PREPARED BY THE EOR.

5. THE CONTRACTOR SHALL NOTIFY BUILDING AND SAFETY AT LEAST 24 HOURS IN ADVANCE TO REQUEST FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.

DRAINAGE AND EROSION/DUST CONTROL

6. DRAINAGE ACROSS THE PROPERTY LINE SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO GRADING. EXCESS OR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE OR DIRECTED TO AN APPROVED DRAINAGE FACILITY.

7. THE GROUND IMMEDIATELY ADJACENT TO THE BUILDING FOUNDATION SHALL BE SLOPED AWAY WITH 2% MINIMUM FOR A MINIMUM DISTANCE OF 10 HORIZONTAL FEET. SWALES WITHIN 10 FEET FROM BUILDING SHALL HAVE 2% MINIMUM SLOPE.

8. NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED.

9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL (BEST MANAGEMENT PRACTICES, BMP'S) SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.

10. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.

11. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.

COMPLETION OF WORK

12. A REGISTERED CIVIL ENGINEER SHALL PREPARE FINAL COMPACTION REPORT/GRADING REPORT AND IT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. THE

REPORT SHALL ALSO PROVIDE BUILDING FOUNDATION DESIGN PARAMETERS INCLUDING ALLOWABLE SOIL PRESSURES, EXPANSION INDEX AND REMEDIAL MEASURES IF EI>20, WATER SOLUBLE SULFATE CONTENT, CORROSIVELY AND REMEDIAL MEASURES IF NECESSARY.

13. THE COMPACTION REPORT SHALL INCLUDE THE SPECIAL INSPECTION VERIFICATIONS LISTED IN TABLE 1704.7 OF THE CALIFORNIA BUILDING CODE.

14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO BUILDING AND SAFETY WRITTEN CERTIFICATION OF COMPLETION OF GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE GRADE, SURFACE DRAINAGE, ELEVATION, AND LOCATION OF PERMITTED GRADING ON THE LOT.

SURVEYOR:

TED KRULL, PLS 5848
STARLIGHT SURVEYING, INC.
17955 SKY PARK CIR. STE F
IRVINE, CA. 92614
(949) 757-0613
DATES OF SURVEY: NOV. 2021 AND JAN. 2022
UTILITY CONTACT NUMBERS:

COMPANY CONTACT TELEPHONE NO.

CITY OF GARDENA JEFF JALOMO 310-217-9430
P.W. TRAFFIC/ELECTRICAL
CITY OF GARDENA JOHN SCHERER 310-217-9599
P.W. SEWER
METRO. WATER DISTRICT CIVIL ENG. 213-217-7059
SUBSTRUCTURE SEC.

L.A. COUNTY DEPARTMENT OF 626-430-5360

PUBLIC HEALTH
L.A. DEPARTMENT OF JOSE PORRAS 213-367-1049

WATER & POWER
L.A. SANITATION DISTRICT JON GANZ 562-908-4288
L.A. COUNTY FLOOD DARYLL CHENOWETH 626-458-3129

CONTROL DISTRICT
CHEVRON PIPELINE CO. DAVE ZERLER 310-669-4014
CROWN CASTLE HECTOR AGUILERA 951-454-5111
SOUTHERN CALIFORNIA MANNY MIGUELES 310-720-6086

EDISON COMPANY
SOUTHERN CALIFORNIA SALVADOR GONZALES 310-970-4844

GAS COMPANY
GOLDEN STATE WATER CO. JOSEPH SALICIDO 310-660-0320 X101 CONDE VENTURA 310-701-2500
AT&T/SBC/PACIFIC BELL RAYMOND DOVE 310-515-4257
TERENCE LITTLE 310-515-4252
TIME WARNER/SPECTRUM ATRURO FERNANDEZ 310-750-9099
CALIFORNIA UNDERGROUND 800-422-4133

SERVICE ALERT (USA)

SOILS ENGINEER

SOUTHERN CALIFORNIA GEOTECHNICAL
22885 SAVI RANCH PARKWAY, SUITE E
YORBA LINDA, CA 92887
CONTACT: GREGORY MITCHELL, GE 2364
PH: 714-685-1115

SOILS ENGINEER STATEMENT

THESE GRADING PLANS WERE REVIEWED AND APPROVED, AND THAT THEY COMPLY WITH ALL

THE REQUIREMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL/SOILS REPORT (GEOTECHNICAL INVESTIGATION PROPOSED COMMUNITY AQUATIC AND SENIOR CENTER BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. DATED NOVEMBER 18, 2021 AND RESULTS OF INFILTRATION TESTING BY SOUTHERN CALIFORNIA GEOTECHNICAL DATED NOVEMBER 19, 2021) AND GEOTECHNICAL/SOILS ENGINEER.
__________________________ _________
NAME
NOTE TO CONTRACTOR:

PRIOR TO ANY EXCAVATED OR DEMOLITION MATERIAL BEING REMOVED FROM

THE CONSTRUCTION SITE THE CONTRACTOR SHALL NOTIFY THE CITY AS TO THE HAULING ROUTE AND DESTINATION FOR DISPOSAL. IF THE LOCATION FOR

DISPOSAL IS OTHER THAN A COUNTY LANDFILL THEN THE CONTRACTOR SHALL

PROVIDE THE CITY WRITTEN PERMISSION AND RELIEF OF LIABILITY FOR THE CITY FROM THE OWNER OF THE PROPERTY WHERE THE MATERIAL WIL BE DEPOSITED. 41 CONSTRUCT SUBDRAIN PER DETAIL 11, SHEET C-0.02
42 CONNECT SUBDRAIN TO STORM DRAIN LINE
13 CONSTRUCT ADA CURB RAMP PER CALTRANS DRAWING A88A, CASE C WITHOUT RETAINING CURB AT BACK 14 CONSTRUCT ADA CURB RAMP PER CALTRANS DRAWING A88A, CASE G 3 DATE
10/5/202
_________
NOTE:

TRENCHES ADJACENT AND PARALLEL TO

BUILDING FOUNDATIONS SHALL NOT BE
BELOW A 1:1 PLANE PROJECTED

DOWNWARD FROM THE BOTTOM EDGE OF

THE ADJACENT FOOTING AND NOT CLOSER
THAN 18" FROM THE FACE OF FOOTING. IF

THIS CONDITION OCCURS THE ADJACENT

FOOTING SHOULD BE DEEPENED OR THE

UTILITY CONSTRUCTED AND THE TRENCH

BACKFILLED AND COMPACTED PER

RECOMMENDATIONS IN THE SOILS REPORT
PRIOR TO FOOTING CONSTRUCTION. BACKFILL
6" TO 8" 6" MIN.

PIPE
O.D.
12"
MIN.

TRENCH WIDTH

AS REQUIRED FOR PIPE
P.C.C. OR A.C./A.B.

OR TOP SOIL

UNDISTURBED SOIL

GRANULAR MATERIAL
(S.E.=30 MIN.)
- PLACEMENT PER

SOILS REPORT

BACKFILL - COMPACT
TO 90% RELATIVE

DENSITY - VERIFY

W/SOILS ENGINEER
- SHALL BE PER SECTION
306-1.3 OF SSPWC

FINISHED SURFACE
C.F. TRANSITION
FINISH

SURFACE
1"
4" OR 6"

TOP OF CURB

CURB FACE

EXPANSION
JOINT

PER PLAN
(5-FEET IF NOT SHOWN)
6 UTILITY BEDDING
4"
6"

TOP OF CURB

CURB FACE

EXPANSION
JOINT

PER PLAN
(5-FEET IF NOT SHOWN)
0" CURB FACE TO 4" OR 6" CURB FACE
4" CURB FACE TO 6" CURB FACE

CURB FACE
9/26/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
9/26/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
FLOW
2"

FINISH GRADE
- HARDSCAPE/AC/PCC

BODY AND COVER PER
BROOKS PRODUCTS NO. 3-RT

OR EQUAL
8" TYP.
8" TYP.
2"
MIN.

ROUND CONCRETE

COLLAR - CAN OMIT

COLLAR IF ADJACENT
A.C. PAVEMENT IS AT
LEAST 4" THICK

PAVED AREA LANDSCAPE AREA
8" TYP.

FLUSH

SQUARE CONCRETE
COLLAR
PVC 45° WYE
- USE 1/8 BEND FOR END OF

LINE CONDITIONS
- SIZE PER PLAN

SEWER SIZE & TYPE

PER PLAN
1/8 BEND

PVC PIPE PER MAIN
NOTE:
· USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS · USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS · BACKFILL WITH SAME MATERIAL AS PIPE BACKFILL
· CLEANOUT PIPE TO BE SAME SIZE AND MATERIAL AS MAIN

S E W E R

CL EA NO UT

CAST IRON FRAME AND COVER PER LONG
BEACH IRON WORKS OR APP'D EQ.
4-3/4"Ø HOLES

INV PER PLAN
2 LAYERS OF 30 LB FELT ALL

AROUND OR FIBER PACKING
3/4" CRUSHED ROCK

CAP WITH SCREW TOP
8 SEWER CLEANOUT
FULL DEPTH DEEP-LIFT A.C. PAVING

SAWCUT AT
18-INCH MIN.

WIDTH

OR PER PLAN
EXISTING A.C. PAVING EXISTING A.C. SAWCUT EXIST. A.B.

FULL DEPTH

AC PAVEMENT
(C2-PG 64-10)
12" MIN. DEPTH

PROPOSED

CURB OR CURB
& GUTTER

SLOPE TO
DRAIN
3 3' V-GUTTER
NOTE:
· USE USE 3,250 P.S.I., TYPE II/V CONCRETE
· LIGHT BROOM FINISH - CONFIRM FINISH

W/LANDSCAPE PLAN
3'-0"
8" P.C.C. 6" A.B.
1-1/2"
1/2" R 1/2" R
3/8" LIP
(TYP.)
FL ELEV.

PER PLAN
LIP ELEV.

PER PLAN
BATTER
SIDES
AT 6:1

GUTTER WITHIN ADA PATH
3'-0" 7/8" MAX.
0 LIP
FL ELEV. (TYP.)

PER PLAN
0" R 0" R
0 LIP
(TYP.)

4.8%
MAX.

GUTTER WITHIN VEHICULAR WAYS
NOTE:

USE FLAT GRATE IN
TURF AREAS.

STORM DRAIN SIZE &

TYPE PER PLAN
USE 90° HUB x HUB

ELBOW FOR END OF

LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN

INVERT ELEVATION

PER PLAN
4"Ø PVC SCH 40 PIPE

ADAPTOR
- NDS OR EQUAL
- SIZE AS REQUIRED FOR

PIPE SIZE
6" BLACK STEEL ATRIUM

DRAIN - NDS OR EQUAL
- USE FLAT GRATE IN

TURF AREAS

TOP OF GRATE
(TG) PER PLAN
1' MIN.

FLOW
SLOPE
PER
PLAN
SLOPE
PER
PLAN

ATRIUM DRAIN
FLOW

USE ECCENTRIC REDUCER WHEN

JOINING TO LARGER DIAMETER

DOWNSTREAM PIPE

USE MULTIPLE TEES AND ELBOWS

AS REQUIRED WHEN JOINING

MULTIPLE PIPES
7 STORM DRAIN CLEANOUT 21
FLOW
2"

FINISH GRADE
- HARDSCAPE/AC/PCC

BODY AND COVER PER
BROOKS PRODUCTS NO. 3-RT

OR EQUAL
6" TYP.
6" TYP.
2"
MIN.

ROUND CONCRETE

COLLAR - CAN OMIT

COLLAR IF ADJACENT

PAVEMENT IS AT LEAST
4" THICK

PAVED AREA PLANTING AREA
6" TYP.

FLUSH

SQUARE CONCRETE
COLLAR

CAP WITH SCREW TOP
PVC 45° WYE
- USE 45° HUB x HUB ELBOW

FOR END OF LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN

STORM DRAIN SIZE &

TYPE PER PLAN
4" - 45° HUB x HUB ELBOW
- NDS OR EQUAL
4" PVC PIPE (SCH 40)
- NDS OR EQUAL
NOTE:
· USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS · USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS · BACKFILL TO TOP OF 45° BEND WITH SAME MATERIAL AS PIPE BACKFILL

UNDISTURBED SOIL
4 STORM DRAIN SIZE &

TYPE PER PLAN
USE 90° HUB x HUB

ELBOW FOR END OF

LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN

INVERT ELEVATION

PER PLAN
4" PVC SCH 40 PIPE

1.33' MIN.

FLOW
NOTE:
· GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE ADA COMPLIANT OPENINGS. · INSTALL DRAIN IN P.C.C. SIDEWALK PER MANUFACTURERS. RECOMMENDATIONS. · DECK DRAINS ARE TO BE PLACED AT EXPANSION JOINT OR CONTROL JOINT INTERSECTIONS UNLESS OTHERWISE SHOWN.

CONCRETE SURFACE PER LANDSCAPE ARCHITECT'S PLAN

DRAINLINE CONNECTION TO STORM DRAIN LINE PER STORM DRAIN PLANS

FINISH SURFACE PER GRADING PLANS
1 4" DECK DRAIN, JOSAM DRAIN MODEL NO. 3004-5S-VP-2, OR APP'D EQUAL.

VANDAL PROOF SCREWS, SATIN BRONZE FINISH
2 3
LEGEND
4 2%
MAX.
2%
MAX.
8" 8"

TYPICAL INSTALLATION

NOT TO SCALE

DECK DRAIN

EXPANSION
/CONTROL JOINT

DECK DRAIN

EXPANSION
/CONTROL JOINT
WALL
4"±
(PER PLAN) 2"

TOP OF GRATE
1 (TG) PER PLAN
3 4 2
1 5 DECK DRAIN
2" 12" MIN.
12"
11 SUBDRAIN
FILTER FABRIC - TYPAR MODEL NO. 3301,
AVAILABLE FROM REEMAY CO. (800) 321-6771.
3/4" TO 1-1/2" OPEN GRADED GRAVEL - NOT
LESS THAN 2 SQUARE FEET PER LINEAR FOOT
4" P.V.C. (SCH 40) PERFORATED PIPE,-

PERFORATED HOLES AT THE BOTTOM
4"± 4"±

FULL OVERLAP OF FILTER FABRIC
6'
5-
1 2
"
7"
9"
LEGEND:
#5 REBAR WITH 2'-0" EMBEDDED INTO
ASPHALT.
#3 REBAR
TOP OF ASPHALT.

NATURAL GRAY PRECAST CONCRETE
WHEELSTOP.

EPOXY WHEELSTOP TO PAVING
NOTES:
24"
PLAN
10 WHEEL STOP
1 2
3 4
A
A
3 1
2 4
A
3 2
1 4
1 4

DETAIL SHEET
C-0.02
6 SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.
1 SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

ACCESSIBLE (REGULAR AND VAN) PARKING STALL

INSTALL ACCESSIBLE

PARKING STALL SIGNS
(TYP.) PER LANDSCAPE

ARCHITECT DRAWINGS

TRUNCATED DOMES
- WAUSAUTILE STANDARD
TEXTURE ADA-3,
STANDARD COLOR U3008
- WHERE SHOWN ON PLAN

WHEEL STOP PER DETAIL
3' O.C.

THIS SHEET
TYP.

SIDEWALK

PAINT INTERNATIONAL

SYMBOL OF ACCESSIBILITY
MIN. 36"x36" PER CBC
SEC. 11B-502.6.4.1 AND
11B-703.7.2.1
18' MIN.
- SEE PLAN
9 2'
PAINT 4" WIDE

BLUE STRIPE
PAINT 4"

WHITE STRIPE
(TYP.)

SEE PLAN
COMPACT TO 95%
- SEE GEOTECHNICAL/SOILS REPORT
(GEOTECHNICAL INVESTIGATION

PROPOSED COMMUNITY AQUATIC

AND SENIOR CENTER BY SOUTHERN
CALIFORNIA GEOTECHNICAL, INC.

DATED NOVEMBER 18, 2021
SCALE:

N.T.S.

NO

PARKING
NO

PARKING
VAN
MIN. 48" LANDING
AT TOP OF RAMP @
2% MAX. IN ANY

DIRECTION
MIN. 48" TURNING

SPACE AT BOTTOM
OF RAMP @ 2%
MAX. IN ANY

DIRECTION
MIN. 48" TURNING

SPACE AT BOTTOM OF
RAMP @ 2% MAX. IN

ANY DIRECTION
MIN. 48" LANDING
AT TOP OF RAMP @
2% MAX. IN ANY

DIRECTION

CURB RAMP PER
CALTRANS DWG.

A88A, CASE C

W/O CURB

CURB RAMP PER
CALTRANS DWG.

A88A, CASE C

W/O CURB

1.5 %

0.5%
6"
4" CF 0" CF 4" C.F. 4" CF

9.0' 8.0' 9.0' 5.0' 9.0'
3' O.C.

TYP.

PAINT 4" WIDE

BLUE STRIPE
PAINT 4"

WHITE STRIPE
(TYP.)
4' MIN. WIDTH -
8' PER PLAN
36"'

PAINT INTERNATIONAL

SYMBOL OF ACCESSIBILITY
MIN. 36"x36" PER CBC
SEC. 11B-502.6.4.1 AND
11B-703.7.2.1
PAINT "NO PARKING" IN
WHITE LETTERS 12" HIGH
PER CBC SEC, 11B-502.3.3
12:1 MAX. 12:1 MAX.

1.5 %

1.5 %

0.5% 0.5%
9/26/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
9/26/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
NOTE TO CONTRACTOR:

THIS BMP WAS DESIGNED IN CONJUNCTION

WITH TESTED ONSITE SOIL INFILTRATION

RATES THAT CAN BE SIGNIFICANTLY

REDUCED IF THE SOILS ARE EXPOSED TO

EXCESSIVE DISTURBANCE OR COMPACTION
DURING CONSTRUCTION. THEREFORE, THE

SUBGRADE SOILS WITHIN PROPOSED

INFILTRATION SYSTEM AREAS SHOULD NOT BE

OVEREXCAVATED, UNDERCUT OR
COMPACTED IN ANY SIGNIFICANT MANNER.

DETAIL SHEET
C-0.03
7 SCALE:
1 PERFORATED UNDERGROUND INFILTRATION SYSTEM N.T.S.

OR APPROVED EQUAL
SYSTEM DESCRIPTION:

FROM LID PLAN:
· REQUIRED STORM WATER QUALITY DESIGN VOLUME (SWQDV) = 1,870 cf · REQUIRED SWQDV FLOW RATE = 0.31 cfs

ALL REQUIRED TREATMENT FLOW WILL PASS THOUGH CDS UNIT AND INTO UNDERGROUND INFILTRATION SYSTEM. RUNOFF IN EXCESS OF REQUIRED FLOW AND VOLUME WILL BYPASS SYSTEM TO CURB DRAIN IN HARVARD AVE. 9/26/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
9/26/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
2 CDS HYDRODYNAMIC SEPARATOR

ELEVATION
SCALE:

LID FLOW CONTROL CATCH BASIN N.T.S.

NOTE:
· GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE ADA COMPLIANT OPENINGS W/ 1/2" MAX. GRATE OPENINGS IN ALL DIRECTIONS AND W/ FLUSH TRANSITION TO ALL ADJACENT WALK SURFACES.
· USE 3,250 P.S.I., TYPE II/V CONCRETE
1 0.1'
12"± PIPE
- INVERT ELEVATION

PER PLAN
2-1/2"± PIPE
- INVERT ELEVATION

PER PLAN
2-4"Ø PIPES
- INVERT ELEVATION

PER PLAN

POURED IN PLACE
P.C.C. BASE
WITH SLOPE TO DRAIN 6"
5" 18" OPENING 5"

TOP OF GRATE
(TG) PER PLAN
FLOW
FLOW
FLOW

DETAIL SHEET
C-0.04
8 SCALE:

N.T.S.

OR APPROVED EQUAL
1'±
4"x2.5"

ECCENTRIC

REDUCER

36.3 BOT. PIPE
SCALE: WATER QUALITY TREATMENT, INFILTRATION, AND BY-PASS DIAGRAM N.T.S.

37.3 TOP PIPE

PERMEABLE GEOTEXTILE
- MIRAFI 140 N OR EQUAL

CLEAN CRUSHED STONE PER

MANUFACTURER'S SPECIFICATIONS

PIPE BEDDING STONE PER

MANUFACTURER'S SPECIFICATIONS
12" MIN.
18" MIN.

EXISTING SOIL WITH 0.9 IN./HR.

INFILTRATION RATE AS TESTED

SEE INFILTRATION TESTING BY SOUTHERN

CALIFORNIA GEOTECHNICAL DATED
NOVEMBER 19, 2021.

VARIES 42.9± TO 43.1± VARIES 4.6'± TO 4.8'±
PERFORATED UNDERGROUND INFILTRATION SYSTEM PER DETAIL 1, SHEET C-0.03

HYDRODYNAMIC
SEPARATOR PER DETAIL 2,
SHEET C-0.04

LID FLOW

CONTROL CATCH

BASIN PER DETAIL
1, SHEET C-0.04

42.7 TOP OF
BASIN

42.7 TOP OF

MANHOLE
4" PVC PIPE 4" PVC PIPE 37.7 INV IN

37.7 INV OUT

PROPOSED SURFACE
- SEE SHEET C-1.01

37.9 INV IN

37.8 INV OUT

42.35 INV OUT

OVERFLOW
2-4" PVC PIPE
TO CURB AT HARVARD AVE.
3" MIN.

DEMOLITION NOTES
1 LEGEND
NOTE TO CONTRACTOR:

INSTALL 6-FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE NECESSARY, ALONG THE PERIMETER OF THE SITE AS NEEDED.

CONTRACTOR SHALL PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. PROJECT FENCE, GATE, PRIVATE

SCREEN, PERIMETER WATER POLLUTION CONTROL SHALL BECOME THE

PROPERTY OF THE CITY AND SHALL REMAIN IN PLACE AT THE
COMPLETION OF DEMOLITION.

NOTE TO CONTRACTOR:

ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS.

CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY
COMPANY PRIOR TO COMMENCEMENT OF WORK.

LIMITS OF DEMOLITION

REMOVAL OF EXISTING CURB & GUTTER
6-FOOT TALL CONSTRUCTION FENCE - LOCATION MAY

BE REVISED WITH CITY APPROVAL
NOTE TO CONTRACTOR:
· LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE EXISTING TOPOGRAPHIC SURVEY PERFORMED BY civTEC, INC., DATED FEBRUARY, 2021, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
· CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)

WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
· CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
· CONTRACTOR TO VERIFY AND INFORM THE CITY OF ANY FACILITIES

ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
· THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK WITH THE CITY

PRIOR TO START OF DEMOLITION TO VERIFY ALL ITEMS TO
BE DEMOLISHED.
3 2
5 4
6 SAWCUT AND REMOVE EXISTING CONCRETE CONCRETE OR PAD (COMPLETE) AND DISPOSE ****

PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED NOTE TO CONTRACTOR:

EXACT LOCATION OF EXISTING UNDERGROUND STORM DRAIN LINES ON-SITE ARE UNKNOWN. CONTRACTOR SHALL:
· VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING STORM DRAIN AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY ENGINEER
IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN.
· CAP EXISTING STORM DRAIN AT DEMOLITION LIMITS - NOTIFY ENGINEER

OF ALL LOCATIONS, SIZES AND INVERT ELEVATIONS AT COMPLETION OF DEMOLITION.
· IF INLET PIPES ARE FOUND CONNECTING TO EXISTING GRATES THAT ARE

REMOVED DURING THE CONSTRUCTION OF THIS PROJECT (OR PIPES ARE

DAMAGED OR REMOVED DURING CONSTRUCTION) THAT RUN OUTSIDE

OF DEMOLITION LIMITS, NOTIFY ENGINEER IMMEDIATELY OF THE LOCATION AND SIZE TO INSURE CONTINUITY OF DRAINAGE UPSTREAM. 160TH STREET

REMOVE EXISTING WALL FOOTING (COMPLETE) AND DISPOSE
REMOVE EXISTING A.C./A.B. PAVEMENT (COMPLETE) AND DISPOSE **** SEE SOILS REPORT FOR ADDITIONAL DEMOLITION REQUIREMENTS 10/11/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/11/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
HAR
VAR
D BLV
D.

LA SALLE AVE.

LIMITS OF

DEMOLITION

LIMITS OF

DEMOLITION

LIMITS OF

DEMOLITION
8"Ø TREE
5 EXIST. P.P.
- CITY IS CURRENTLY
WORKING WITH S.C.E.

TO RELOCATE AND

UNDERGROUND
EXIST. P.P.
- CITY IS CURRENTLY
WORKING WITH S.C.E.

TO RELOCATE AND

UNDERGROUND
5 5

SIDEWALK
1 SIDEWALK
1 SIDEWALK 1
SIDEWALK 1
0 10 20 40
SCALE: 1" = 20'
S
W
E

DEMOLITION PLAN
D-1.01
9 DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED.

2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS, PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE.

3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES.

4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED.

5. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE.

NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN.

6. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND SEWER LINES THAT

CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE CITY.

7. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND:
· SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. · IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH DEMOLITION

CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE. · SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.

9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS.

10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES.

11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE.

12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND:
· SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. · SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. · SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY

AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.

16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN.

17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS.

18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS:
· SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES.

TEMPORARILY COVER OPENINGS TO REMAIN.
· SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES.
· SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS.

MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. · SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. · SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE.
· SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN.

19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR ABANDONED FACILITIES (VERIFIED BY

THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.

20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE.

21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.

22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND:
· SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. · SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.

24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN.

REMOVE EXISTING DRIVEWAY AND GUTTER (COMPLETE) AND DISPOSE

REMOVE EXISTING CURB AND GUTTER (COMPLETE) AND DISPOSE
SEE SHEET C-2.01

FOR WATER METER

DISPOSITION
SEE SHEET C-2.01

FOR WATER METER

DISPOSITION
SEE SHEET C-2.01

FOR WATER METER

DISPOSITION
EXIST. DIRT STOCKPILE FROM
PHASE 1 DEMOLITION
- SIZE IS APPROX. 25'x10'x5'
- CONTRACTOR TO MOVE,

MANAGE AND DISPOSE OF AS

REQUIRED FOR CONSTRUCTION OF
PROJECT.

EXIST. GUY WIRE
- CITY IS CURRENTLY
WORKING WITH S.C.E.

TO RELOCATE AND

UNDERGROUND
5 2
SIGN 5
SIGN 5
SIGN 5
P.P. 5
DRIVEWAY 3
3 4
6 4
6 4
6 4
6 4 6
4 6
7 ** CAP AND REMOVE IRRIGATION LINES AS REQ'D
REMOVE EXISTING LANDSCAPE/IRRIGATION AND CAP AT LIMITS OF DEMOLITION AND DISPOSE ** 7 GAS LINE
5 FIRE

HYDRANT
5 4 6
PROP. 7' WIDE

SCE EASEMENT

ENGINEER OF RECORD STATEMENT

ALL EASEMENTS HAVE BEEN SHOWN AS PER PROVIDED PRELIMINARY TITLE REPORTS BY FIDELITY NATIONAL TITLE CO. (ORDER NO. 987-30076643-1RV, DATED OCT. 28, 2021), LAWYERS TITLE (FILE NO. 218254769, DATED SEPT. 7, 2018), AND FIDELITY NATIONAL TITLE CO. (ORDER NO. 989-30033538-D-DL1, DATED FEB. 9, 2021).
__________________________ _________
THOMAS E. CARCELLI, P.E. DATE
UTILITY CONTACT NUMBERS:

COMPANY CONTACT TELEPHONE NO.

CITY OF GARDENA JEFF JALOMO 310-217-9430
P.W. TRAFFIC/ELECTRICAL
GOLDEN STATE WATER CO. JOSEPH SALICIDO 310-660-0320 X101 CONDE VENTURA 310-701-2500
CALIFORNIA UNDERGROUND 800-422-4133

SERVICE ALERT (USA)
NOTE TO CONTRACTOR:

ALL WORK OUTSIDE OF THE PROPERTY LINES WILL REQUIRE A
SEPARATE ENCROACHMENT PERMIT BY THE CITY OF GARDENA.

EXIST. 5'
WIDE

STREET EASEMENT
3,460 SF

ESTIMATED QUANTITY
135 LF
2 EA
170 LF
-
170 LF
585 SF
ST. STA. 0+00.00 160TH ST.

ST. STA. 6+74.50 LA SALLE AVE.

ST. STA. 3+30.37 160TH ST.

ST. STA. 6+36.43 HARVARD BLVD.

30.00'

16.0 0'

5.1'

30.00'
ST. STA.
5+03.7
ST. STA.
5+56.8
ST. STA.
6+00.4
ST. STA.
6+15.2
ST. STA.
8+51.1
ST. STA.
8+67.3
ST. STA.
7+05.1

LA SALLE
ST. STA.
0+35.0
160TH
ST. STA.3+09.4ST. STA.2+96.5
ST. STA.2+03.5
ST. STA.
1+77.3
ST. STA.
1+60.6
ST. STA.
1+30.6
ST. STA.
8+51.2
ST. STA.
7+18.4
10/2 _________ /2023
3 0
0 4
4 6
10 0 10 0 10 0
0 3 6 3
3 3 3 6
0 3 0 3
6 3 0 4 0 4 0 4 9 3
0 10 6 4 0 4
4 3
3 4
10 0
0 4
9 0
0 9
NO

PARKING
NO

PARKING
VAN
9/26/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
9/26/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
0 5 10 20
SCALE: 1" = 10'
S
W
E
PROP. BUILDING

43.85 F.F.

43.43** PAD
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
** NOTE TO CONTRACTOR:

VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /
VAPOR BARRIER] W/STRUCTURAL DRAWINGS AND

SOILS ENGINEER'S REPORT PRIOR TO CONSTRUCTION

AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY
DISCREPANCY.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.

PROP. UNDERGROUND

INFILTRATION BASIN
(1,795± CUBIC FOOT

CAPACITY)

37.3 INV IN

36.3 INV SYSTEM PIPE
1% 1%
2%
1%
2%
PROP. POOL

43.75 DECK
COPING

1.8%
DRAIN
S
MIN. 4-FEET

FROM POOL EDGE -
TYP.

PROP.

STORMCEPTOR
(CDS UNIT)

42.7 TMH

37.7 INV 4" IN/OUT
2-4"Ø OVERFLOW

TO CURB FACE
PROP. WATER SERVICE
- SEE SHEET C-2.01
HARVARD BLVD.
160TH ST.

LA SALLE AVE.

PROP. POOL

43.75 DECK
COPING
PROP. FIRE SERVICE
- SEE SHEET C-2.01
3" ROOF
DRAIN
POC
3" ROOF
DRAIN
POC
3" ROOF
DRAIN
POC
3" ROOF
DRAIN
POC
PROP. BUILDING

43.65 F.F.

43.23** PAD
DRAINS MIN. 4-FEET

FROM POOL EDGE -
TYP.
1%
HP1%
2%
1%
2%

0.5% 0.5%

1.5%
2%
2%
1% 1%
1%
2%
2%
1% 1%
1%
2%
2%

43.83 FS

43.83 FS

43.83 FS

43.83 FS

43.83 FS

43.83 FS

43.83 FS

43.83 FS 43.83 FS

43.83 FS

43.23 FS

1.4 %

43.80 FS 43.72 FS

43.72 FS 43.60 TG

41.6 INV

43.72 FS 43.60 TG

41.6 INV

43.72 FS

43.72 FS

43.70 FS

43.70 FS

43.70 FS

43.70 FS

43.70 FS

43.60 TG

42.2 INV

43.70 FS

43.70 FS

43.60 TG

42.3 INV

43.70 FS

43.70 FS

43.60 TG

42.2 INV

43.70 FS

0.5%

0.5%

43.63 FS

43.63 FS

43.63 FS 43.63 FS

43.39 FS

43.43 FS

1.8%
1% 1% 1.8%

43.51 FS

43.62 FS

43.71 FS

43.85 FS

43.45 FS

43.65 FS

43.75 FS

1.4%

0.5 % 1.8
%

43.74 FS

43.67 FS

43.69 FS

43.49 FS

43.30 FS 43.30 FS

1.5 %

43.50 TG

41.50 INV

43.65 FS 43.65 FS

1.8 %

43.06 FS

42.7 TG

38.20 INV 12"

42.7 TG

38.0 INV

42.85 FS

43.00 FS

43.10 FS

42.92 FS

42.86 FS

1.5%

1.8%

0.5%
2%

1.8%

1.1%

1.8%

1.8%

43.37 FS

43.31 FS
4" CF

43.19 TC

42.86 FS

43.25 FS

43.00 TC

42.50 FS

43.05 FS

43.02 TC

42.59 FS
JOIN
(42.97) TC
(42.38) FL
4" CF

42.99 TC

42.66 FS

42.80 TC

42.30 FS

42.15 INV

43.11 FS

43.05 FS 43.17 FS

43.78 FS

43.75 FS

43.69 FS

1.6 %

1.3%
1%
1%

0.8%
1%
JOIN
(42.86) FS
JOIN
(42.97) BOW

PRECISE GRADING PLAN
C-1.01
10 NOTE TO CONTRACTOR REGARDING

GRADING WITHIN AREA OF PROPOSED
INFILTRATION SYSTEM:

INFILTRATION RATES CAN BE SIGNIFICANTLY REDUCED IF THE SOILS

ARE EXPOSED TO EXCESSIVE DISTURBANCE OR COMPACTION
DURING CONSTRUCTION. COMPACTION OF THE SOILS AT THE

BOTTOM OF THE INFILTRATION SYSTEM CAN SIGNIFICANTLY REDUCE THE INFILTRATION ABILITY OF THE BASINS. THEREFORE, THE SUBGRADE

SOILS WITHIN PROPOSED INFILTRATION SYSTEM AREAS SHOULD NOT

BE OVER-EXCAVATED, UNDERCUT OR COMPACTED IN ANY
SIGNIFICANT MANNER.

A REPRESENTATIVE FROM THE GEOTECHNICAL ENGINEER SHOULD BE

ON-SITE DURING THE CONSTRUCTION OF THE PROPOSED INFILTRATION

SYSTEM TO IDENTIFY THE SOIL CLASSIFICATION AT THE BASE OF THE SYSTEM. IT SHOULD BE CONFIRMED THAT THE SOILS AT THE BASE OF

THE PROPOSED INFILTRATION SYSTEMS CORRESPOND WITH THOSE

PRESENTED IN THE INFILTRATION REPORT TO ENSURE THAT THE

PERFORMANCE OF THE SYSTEMS WILL BE CONSISTENT WITH THE RATES REPORTED HEREIN.

WE RECOMMEND THAT SCRAPERS AND OTHER RUBBER-TIRED HEAVY

EQUIPMENT NOT BE OPERATED ON THE BASIN BOTTOM, OR AT LEVELS LOWER THAN 2 FEET ABOVE THE BOTTOM OF THE SYSTEM,
PARTICULARLY WITHIN BASINS. AS SUCH, THE BOTTOM 24 INCHES OF

THE INFILTRATION SYSTEM SHOULD BE EXCAVATED WITH

NON-RUBBER-TIRED EQUIPMENT, SUCH AS EXCAVATORS

CONSTRUCTION NOTES

GENERAL CONSTRUCTION NOTES
25' MIN. 25' MIN.

STORM DRAIN CONSTRUCTION NOTES
4 7

FIRE HYDRANT
10 CURB
10 CURB
10 CURB
10 CURB
10 CURB 10
CURB 10
CURB 10
(44.5±) FS
(44.3±) FS
(43.4±) FS
UP TO 1'± RETAINING REQUIRED
-SEE STRUCTURAL PLANS
-PER SEPARATE PERMIT
JOIN
(43.33) TC
(42.87) FL
JOIN
(43.29) TC
(42.80) FL
TREE WELL (TYP.)

SEE LANDSCAPE PLANS
TREE WELL (TYP.)

SEE LANDSCAPE PLANS
TREE WELL (TYP.)

SEE LANDSCAPE PLANS
EXIST. GAS LINE
10 JOIN
(43.46) TC
JOIN
(43.39) BOW
JOIN
(43.57) TC
JOIN
(43.77) TC
JOIN
(43.96) TC
JOIN
(44.05) TC
JOIN
(43.90) TC

43.69 BOW

1.8%
MAX.

MAX.

1.8%
MAX.

1.8 %

1.8%
MAX.

1.8 %
MAX.

1.8%
MAX.

43.89 BOW

44.08 BOW

44.17 BOW

44.01 BOW

43.97 BOW

43.92 BOW

43.89 FS

43.90 FS
4 7
7 6
0" LIP AND 0.07' MAX.

HIKE FOR GUTTER IN

FRONT OF CURB RAMP

AND PATH OF TRAVEL
- REFER TO DETAIL 3,
SHEET C-0.02
0" LIP AND 0.07' MAX.

HIKE FOR GUTTER IN

FRONT OF CURB RAMP

AND PATH OF TRAVEL
- REFER TO DETAIL 3,
SHEET C-0.02
MAX.

1.8%
14 JOIN
(43.88) TC
(43.42) FL
0" CF

43.40 FL
0" CF

43.39 FL

43.87 TC

43.37 FL
JOIN
(43.85) TC
(43.36) FL
JOIN
(43.70) TC
JOIN
(43.62) TC
JOIN
(43.62) TC
JOIN
(43.62) TC

43.59 TC

43.10 FL 43.54 TC

43.04 FL
JOIN
(43.50) TC
(43.07) FL
JOIN
(43.50) TC
(43.03) FL
JOIN
(43.49) TC JOIN
JOIN (43.49) TC
(43.44) TC JOIN
(43.47) TC

43.76 BOW

43.85 BOW

43.74 BOW

43.72 BOW

43.69 BOW

43.62 FS

43.60 BOW

43.59 43.59 BOW BOW

43.58 43.55 BOW
BOW 43.53
BOW 43.56
BOW
3'
JOIN
(43.44) TC
(42.97) FL
0" CF

42.94 FL 43.40 TC

42.90 FL
JOIN
(43.26) TC
(42.79) FL
7 4
7 4 7
SIGN
SIGN
P.P. 10
10 10

43.31 FS

43.35 FS

43.42 FS
JOIN
(43.28) TC
(42.65) FL
JOIN
(43.11) TC
(42.54) FL

43.20 BOW

43.7 FG
JOIN
(43.07) TC

43.16 BOW

42.64 TC

42.14 FL
JOIN

42.20 TC
(42.12) FL
9 7
8 43.25 F.F.

43.30 FS

43.23 FS 43.16
FS

43.16 FS

43.76 FS

42.91 TC

42.41 FS

43.00 TC

42.50 FS

42.98 FS
32 39
2 EA.
4" 32
31 HP

43.55 FS

43.50 TG

41.40 INV 31
4" 32
4" 32

42.7 TG

37.9 INV 12" IN

37.8 INV 2-1/2" OUT

42.35 INV 2-4" OUT
40 37
36 1.8
%

43.70 FS

43.60 FS

43.46 FS

43.50 FS

43.48 FS

43.42 FS

43.37 FS 43.37 FS

43.25 FS 43.25 FS

43.42 FS

43.48 FS

43.62 FS

43.5 TG

41.5 INV

43.5 TG

41.25 INV

43.2 TG

41.7 INV
4"
32 43.0 TG

41.0 INV
12" 34
12" 34
12"
34 43.79 FS

43.73 FS

43.75 FS

43.57 FS 43.75 FS

43.60 FS

43.73 FS

43.73 FS 43.76 FS

43.76 FS

43.72 FS

43.78 FS

43.68 FS

43.74 FS

43.8 FG

3.2 2.1%
%

0.5 %

43.74 FS

43.72 FS

43.71 FS

43.78 FS

43.77 FS
CURB
CORE
10 4"
32 8"
30 33
30 42.8 TG

38.36 INV
30 30
30 42.8 TG

38.48 INV
30 43.0 TG

38.6 INV
12"
30 43.2 TG

41.0 INV
30 43.2 TG

41.2 INV
30 C.O.

39.2 INV
8"
35 43.4 FG
EXIST. P.P.
- CITY IS CURRENTLY
WORKING WITH S.C.E.

TO RELOCATE AND

UNDERGROUND
EXIST. P.P.
- CITY IS CURRENTLY
WORKING WITH S.C.E.

TO RELOCATE AND

UNDERGROUND
EXIST. GUY WIRE
- CITY IS CURRENTLY
WORKING WITH S.C.E.

TO RELOCATE AND

UNDERGROUND
10 10
10 4"
32 4"
32 8"
33 43.65 TG

39.45 INV
31 43.65 TG

39.65 INV
8"
31 43.65 TG

40.15 INV 8"
31 43.65 TG

40.80 INV
8"
31 43.60 TG

42.0 INV
31 43.60 TG

42.15 INV
31 43.65 TG

41.0 INV
31 43.57 TG

41.25 INV
8"
31 43.57 TG

40.55 INV
8"
31 43.62 FS
2%

43.63 FS

43.60 TG 31

43.63 FS

43.60 TG 31

43.63 FS

43.60 TG 31 43.60 TG 31

43.60 TG 31

43.63 FS 43.63 FS 43.63 FS

43.68 FS

43.58 FS

43.66 FS
2% 1.8%

43.60 TG 31

43.65 FS

43.67 FS

43.67 FS

43.67 FS

43.70 FS

43.60 TG 31

43.60 TG 31

43.60 TG 31

43.65 TG 3143.65 TG 3143.65 TG 3143.65 TG 31

43.70 FS

43.70 FS

43.70 FS

43.68 FS

43.68 FS

43.70 FS
8"
33 8"
33 4"
32 43.60 TG 31

43.60 TG 31

43.60 TG 31

43.60 TG 31

43.67 FS

43.70 FS 43.70 FS 43.70 FS 43.70 FS 43.70 FS

43.72 FS 43.72 FS

43.65 FS

43.67 FS

43.67 FS

43.67 FS

43.67 FS
4"
32 8"
33 4"
32 43.65 TG 31

43.65 TG 31

43.65 TG 31

43.65 TG 31

43.65 TG 31

43.70 FS

43.69 FS

43.70 FS

43.70 FS

43.70 FS

43.70 FS

43.70 FS

43.2 TG

41.2 INV
30 43.65 TG 3143.65 TG 3143.65 TG 31

43.65 TG 31

43.65 TG 3143.65 TG 31

43.60 TG

41.4 INV
31 43.70 FS 43.70 FS 43.70 FS 43.70 FS

43.70 FS

43.70 FS

43.70 FS

43.70 FS
8"
33 8"
33 4"
32 31
31 31

43.0 TG

41.7 INV
30 4"
32 4"
32 4"
32 31

43.60 TG 31

43.60 TG 31

43.60 TG 31

43.60 TG 31
31 43.60 TG

42.2 INV
31 43.60 TG

41.7 INV
31 43.67 FS

43.67 FS

43.67 FS

43.67 FS

43.67 FS

43.67 FS

43.67 FS

43.0 TG

41.8 INV
30 4"
32 4"
32 4"
32 4"
32 4"
32 38
38 38
38 43.65 FS
(43.0±) FS
(43.1±) FS
(43.2±) FS
(43.8±) FS
EXIST. EDGE OF

CONCRETE
SIGN10
8"
33 4" 32

43.74 FS

43.67 FS

43.1 FG

43.1 FG

43.1 FG

43.78 FS
8"
33 8"
33 8"
33 43.60 TG 31
30 1
3 3
5 5
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
5' 20' 5'
7 12 11 12
JOIN
(43.60) TC
(43.10) FL
JOIN
(43.52) TC
(43.03) FL
10'

37.3 INV

43.2 TG

41.4 INV
30 NOTE TO CONTRACTOR:

CONTRACTOR TO OBTAIN FROM CITY AND VERIFY LOCATION OF
EASEMENT AND S.C.E. LINE PRIOR TO PERFORMING ANY WORK.

HP

43.4 FG

43.2 TG

40.5 INV
30 C.O.

40.8 INV
35 43.2 TG

41.0 INV
30 43.2 TG

41.2 INV 30
8" 33

43.2 TG

41.7 INV
8"
30 43.0 TG

42.0 INV 30
4" 32

43.3 TG

41.3 INV C.O.

40.0 INV 35

42.8 TG

40.8 INV 30

42.8 TG

40.5 INV 30

42.5 TG

40.75 INV 30
4" 32
4" 32

43.3 TG

41.2 INV 30

43.3 TG

41.5 INV 30

43.1 TG

40.2 INV 30

43.3 TG

40.5 INV 30

42.8 TG

40.4 INV 30
4"
4" 32
32 ENGINEER OF RECORD STATEMENT

ALL EASEMENTS HAVE BEEN SHOWN AS PER PROVIDED
PRELIMINARY TITLE REPORTS BY FIDELITY NATIONAL TITLE CO. (ORDER NO. 987-30076643-1RV, DATED OCT. 28, 2021),
LAWYERS TITLE (FILE NO. 218254769, DATED SEPT. 7, 2018), AND FIDELITY NATIONAL TITLE CO. (ORDER NO.
989-30033538-D-DL1, DATED FEB. 9, 2021).
________________________ _________
THOMAS E. CARCELLI, P.E. DATE
UTILITY CONTACT NUMBERS:

COMPANY CONTACT TELEPHONE NO.

CITY OF GARDENA JEFF JALOMO 310-217-9430
P.W. TRAFFIC/ELECTRICAL
CITY OF GARDENA JOHN SCHERER 310-217-9599
P.W. SEWER
METRO. WATER DISTRICT CIVIL ENG. 213-217-7059
SUBSTRUCTURE SEC.

L.A. COUNTY DEPARTMENT OF 626-430-5360

PUBLIC HEALTH
L.A. DEPARTMENT OF JOSE PORRAS 213-367-1049

WATER & POWER
L.A. SANITATION DISTRICT JON GANZ 562-908-4288
L.A. COUNTY FLOOD DARYLL CHENOWETH 626-458-3129

CONTROL DISTRICT
CHEVRON PIPELINE CO. DAVE ZERLER 310-669-4014
CROWN CASTLE HECTOR AGUILERA 951-454-5111
SOUTHERN CALIFORNIA MANNY MIGUELES 310-720-6086

EDISON COMPANY
SOUTHERN CALIFORNIA SALVADOR GONZALES 310-970-4844

GAS COMPANY
GOLDEN STATE WATER CO. JOSEPH SALICIDO 310-660-0320 X101 CONDE VENTURA 310-701-2500
AT&T/SBC/PACIFIC BELL RAYMOND DOVE 310-515-4257
TERENCE LITTLE 310-515-4252
TIME WARNER/SPECTRUM ATRURO FERNANDEZ 310-750-9099
CALIFORNIA UNDERGROUND 800-422-4133

SERVICE ALERT (USA)
EARTHWORK (SEE SHEET C-0.01)
CUT 850 CUBIC YARDS
FILL 1,200 CUBIC YARDS
OVER-EXCAVATION 2,500 CUBIC YARDS
SURVEYOR:

TED KRULL, PLS 5848
STARLIGHT SURVEYING, INC.
17955 SKY PARK CIR. STE F
IRVINE, CA. 92614
(949) 757-0613
DATES OF SURVEY: NOV. 2021 AND JAN. 2022

SOILS ENGINEER STATEMENT

THESE GRADING PLANS WERE REVIEWED AND APPROVED, AND THAT

THEY COMPLY WITH ALL THE REQUIREMENTS AND RECOMMENDATIONS

OF THE GEOTECHNICAL/SOILS REPORT (GEOTECHNICAL

INVESTIGATION PROPOSED COMMUNITY AQUATIC AND SENIOR
CENTER BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. DATED
NOVEMBER 18, 2021 AND RESULTS OF INFILTRATION TESTING BY SOUTHERN CALIFORNIA GEOTECHNICAL DATED NOVEMBER 19, 2021) AND GEOTECHNICAL/SOILS ENGINEER.
________________________ _________

NAME DATE
EXIST. 5'
WIDE

STREET EASEMENT
1 CONSTRUCT CURB PER CITY STD. ST-7, TYPE C-4, C.F. PER PLAN CONSTRUCT CURB FACE TRANSITION PER DETAIL 1, SHEET C-0.02

PROTECT IN PLACE
CONSTRUCT FULL-DEPTH A.C. PAVEMENT PER DETAIL 2, SHEET C-0.02 2 4
5 CONSTRUCT 6" CURB & GUTTER PER CITY STD. ST-7, TYPE C-2, C.F. PER PLAN, MODIFY FOR 2' WIDE GUTTER TO MATCH EXIST.
3 6
7 9
10 8
CONSTRUCT 3" A.C. OVER 6" A.B. PAVEMENT OVER 12" COMPACTED SUBGRADE (PARKING STALLS) - VERIFY WITH SOILS ENGINEER

CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS RECONSTRUCT NORTHERLY SECTION OF EXISTING DRIVEWAY PER CITY STD. ST-2 33 35 CONSTRUCT STORM DRAIN CLEAN OUT PER DETAIL 7, SHEET C-0.02 CONSTRUCT CDS UNIT PER DETAIL 2, SHEET C-0.04
CONSTRUCT 12" PVC, SCH 80, STORM DRAIN PIPE, BEDDING DETAIL 6, SHEET C-0.02 31 32
CONSTRUCT 8" PVC, SDR 35, STORM DRAIN PIPE, BEDDING DETAIL 6, SHEET C-0.02 30 CONSTRUCT 4" PVC, SDR 35, STORM DRAIN PIPE, BEDDING DETAIL 6, SHEET C-0.02 36 37
34 CONSTRUCT PERFORATED UNDERGROUND INFILTRATION SYSTEM PER DETAIL 1, SHEET C-0.03 38 CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C-0.02
CONSTRUCT BRASS DECK DRAIN PER DETAIL 5, SHEET C-0.02

CONNECT TO ROOF DRAIN - SEE ARCHITECT'S PLANS
39 CONSTRUCT CURB DRAIN PER SPPWC STANDARD PLAN 150-4, N = 2 CONSTRUCT ADA CURB RAMP PER CALTRANS DRAWING A88A, CASE A AND DETAIL B CONSTRUCT 3' WIDE V-GUTTER PER DETAIL 3, SHEET C-0.02
40 CONSTRUCT LID FLOW CONTROL CATCH BASIN PER DETAIL 1, SHEET C-0.04 11 12
CONSTRUCT MOUNTABLE 6" CURB & GUTTER PER SPPWC STD. PLAN 121-3, TYPE B2-6, C.F. PER PLAN, MODIFY FOR 2' WIDE GUTTER TO MATCH EXIST.

CONSTRUCT TRANSITION FROM MOUNTABLE CURB & GUTTER TO STANDARD CURB & GUTTER 41 CONSTRUCT SUBDRAIN PER DETAIL 11, SHEET C-0.02
42 CONNECT SUBDRAIN TO STORM DRAIN LINE
ST. STA. 0+00.00 160TH ST.

ST. STA. 6+74.50 LA SALLE AVE.

ST. STA. 3+30.37 160TH ST.

ST. STA. 6+36.43 HARVARD BLVD.

16.0 0'
ST. STA.
5+03.7
ST. STA.
5+56.8
ST. STA.
6+00.4
ST. STA.
6+15.2
ST. STA.
8+51.1
ST. STA.
8+67.3
ST. STA.
7+05.1

LA SALLE
ST. STA.
0+35.0
160TH
ST.

STA.
2+96.5
ST.

STA.
3+09.4
ST. STA.2+03.5
ST. STA.
1+77.3
ST. STA.
1+60.6
ST. STA.
1+30.6

30.00'

30.00'
PROP. TRANSFORMER
PAD

LIMIT OF GRADING

LIMIT OF GRADING

LIMIT OF GRADING

LIMIT OF GRADING

43.43 F.F.

LIMIT OF GRADING

LIMIT OF GRADING

2.05'

16.43'

43.48 FS

42.99 FS 43.30 FS

43.25 FS

42.67 FS

42.56 FS

1.8%
P/A

43.7 FG
3" ROOF
DRAIN
POC
38 3" ROOF
DRAIN
POC
38 43.6 FG
41 42
3" ROOF
DRAIN
POC
38 3" ROOF
DRAIN
POC
38 13 CONSTRUCT ADA CURB RAMP PER CALTRANS DRAWING A88A, CASE C WITHOUT RETAINING

CURB AT BACK

3.3%

43.2 FG
0" CF

42.82 FS
0" CF

42.70 FS
13 13

43.72 FS
14 CONSTRUCT ADA CURB RAMP PER CALTRANS DRAWING A88A, CASE G 48"
MIN.

1.8%
MAX.
48"
MIN.

MAX.
12:1
MAX.
12:1
30 30
10/5/2023
10/2/2023
3 0
0 4
4 6
10 0 10 0 10 0
0 3 6 3
3 3 3 6
0 3 0 3
6 3 0 4 0 4 0 4 9 3
0 10 6 4 0 4
4 3
3 4
10 0
0 4
9 0
0 9
NO

PARKING
NO

PARKING
VAN
9/26/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
9/26/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. ** NOTE TO CONTRACTOR:

VERIFY EXACT SIZE, LOCATION AND INVERT OF BUILDING SEWER P.O.C. AND SIZE AND LOCATION OF BUILDING WATER P.O.C. WITH PLUMBING DRAWINGS PRIOR TO CONSTRUCTION AND COORDINATE INSTALLATION.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.

EXISTING UNDERGROUND STRUCTURES

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS

SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED

TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES

SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE

OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY

FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION.

GOLDEN STATE WATER COMPANY
NEW SERVICE INSTALLATION NOTES:

1. METER BOX PLACEMENT SHALL BE PER GSWC STD. DWG. NO. P-28 AND/OR AS SHOWN ON PLANS. NO METERS SHALL BE INSTALLED BEYOND LIMITS OF PUBLIC RIGHT OF WAY WITHOUT EASEMENTS, UNLESS OTHERWISE INDICATED ON PLANS.

2. 12” MINIMUM SPACING BETWEEN SERVICE TAPS, EXCEPT ON ACP AND PVC MAINS WHERE 24” MINIMUM SPACING SHALL BE PROVIDED.

3. FOR HDPE SERVICE LINES, SNAKE THE SERVICE LINE IN THE TRENCH TO PROVIDE ENOUGH SLACK TO ALLOW AT LEAST ONE FOOT OF THERMAL CONTRACTION PER 100 FEET OF LENGTH. ATTACH TRACER WIRE TO HDPE SERVICE LINE.

4. NO JOINTS PERMITTED IN SERVICE LINES UNLESS AN ELBOW IS USED FOR THE 2” WATER SERVICE CONNECTION.

5. ALL NEW SERVICES SHALL BE INSTALLED USING SERVICE SADDLES.

6. FOR 5/8" x 3/4" METER, USE AN A24 ADAPTER.

7. FOR 3/4" x 3/4" METER, USE AN A34 ADAPTER.

8. FOR A 1” ANGLE METER VALVE, 1” COPPER PACK JOINT X %” METER NUT MAY BE UTILIZED WHEN SPECIFIED ON CONSTRUCTION PLANS.

9. SERVICES SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM ALL SEWER LATERALS AND PROPOSED STREET TREE OR STREET LIGHT LOCATIONS.

10. IN AREAS WITH CORROSIVE SOILS USE HDPE SERVICE LINES WITH TRACER WIRE.

11. USE SILVER SOLDER (LEAD FREE) FOR ALL COPPER SERVICE WORK.

12. APPLICANT TO INSTALL BACKFLOW PREVENTION ASSEMBLY PER REQUIREMENTS OF GSWC’S CROSS-CONNECTION CONTROL POLICY ON ALL SERVICES AS CALLED FOR ON THE PLANS.

13. CURB MARKING WILL BE AS ALLOWED BY THE LOCAL GOVERNING AGENCY.

STANDARDS LEGEND

GSWC GOLDEN STATE WATER COMPANY
SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK") 0 5 10 20
SCALE: 1" = 10'
S
W
E

WATER / SEWER PLAN
C-2.01
11 PROP. BUILDING

43.85 F.F.

PROP. 6" SEWER
LINE @ 2%
EXIST. 8"
V.C.P. SEWER
EXIST. 8"
D.I.P. WATER
4" FIRE WATER P.O.C.
- JOIN BUILDING LINE
PROP. 4"
WATER METER PROP. 4"
R.P.B.P.
** 2" DOM. WATER P.O.C.
- JOIN BUILDING LINE
PROP. 4"
D.C.D.A.

PROP. 4" FIRE
WATER
4" DOM. WATER SERVICE
- CONNECT TO EXIST. 8"

WATER LINE
CONNECT TO EXIST. 8"

SEWER LINE

35.6 INV 6"
*(34.9±) INV 8"
C.O.
** 4" SEWER P.O.C.

38.0± INV 4"
- JOIN BUILDING LINE
PROP. 4" DOM.

WATER
HARVARD BLVD.
160TH ST.

L
A
S
A
L
L
E
AVE.

EXIST. SEWER

MANHOLE
(43.0±) TMH
(35.05±) INV OUT
(0.42%)
PROP. 4" SEWER
LINE @ 2%
C.O.

36.80 INV 6"

37.90 INV 4"
C.O.
** 4" SEWER P.O.C.

38.30 INV 4"
- JOIN BUILDING LINE
PROP. 4" DOM.

WATER
4" FIRE SERVICE
- CONNECT TO EXIST. 8"

WATER LINE

CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES

DESCRIPTION QUANTITY

NOTICE TO THE CONTRACTOR

PUBLIC WATER CONSTRUCTION

PUBLIC SEWER CONSTRUCTION

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN

INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

PROTECT IN PLACE

GENERAL CONSTRUCTION
60 NO.
61 80
81 62
50 51 CONSTRUCT ASPHALT CONCRETE PAVEMENT REPLACEMENT PER SPPWC STD. PLAN 133-3 63 66
67 68
CONSTRUCT 4" PVC SEWER LATERAL (SDR 35), BEDDING PER DETAIL 6, SHEET C-0.02 CONSTRUCT PRIVATE CLEANOUT PER DETAIL 8, SHEET C-0.02
CONNECT PRIVATE WATER LINE TO BLDG. WATER LINE - SEE BUILDING PLUMBING PLANS CONNECT PRIVATE SEWER LINE TO BLDG. SEWER LINE - SEE BUILDING PLUMBING PLANS INSTALL 4-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER GSWC STD. DWG. NO. P-35A

PRIVATE WATER CONSTRUCTION
69 70

PRIVATE SEWER CONSTRUCTION
84 85
83 82
CONNECT TO EXIST. WATER LINE W/TAPPING SLEEVE & VALVE PER GSWC STD. DWG. NO. P-23 CONSTRUCT 4" PVC (SCH 80) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 INSTALL 4-INCH BACKFLOW ASSEMBLY FOR FIRE SERVICES PER GSWC STD. DWG. NO. P-35B

CONNECT TO EXISTING SEWER LINE WITH CUT-IN SADDLE
CONSTRUCT 6" SEWER LATERAL PER SPPWC STD. PLAN 222-2, TYPE A, BEDDING PER DETAIL 6, SHEET C-0.02 CONSTRUCT 4" PVC (C900, DR18) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 CONSTRUCT 4" PVC (SCH 80) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 CONSTRUCT 1-1/2" PVC (SCH 80) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 CONSTRUCT 4" PVC (C900, DR18) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 CONSTRUCT 6" PVC SEWER LINE (SDR 35), BEDDING PER DETAIL 6, SHEET C-0.02 140 LF
5 EA
5 EA
60 LF
30 LF
1 EA
CONNECT TO PROP.

DRINKING FOUNTAIN
- SEE LANDSCAPE

ARCHITECT PLANS
CONNECT TO PROP.

DRINKING FOUNTAIN
- SEE LANDSCAPE

ARCHITECT PLANS

CONNECT DOMESTIC WATER LINE TO DRINKING FOUNTAIN PER MANUFACTURES SPECIFICATIONS CONSTRUCT 3/4" PVC (SCH 80) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 CONSTRUCT 1" PVC (SCH 80) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 71 72
64 CONSTRUCT 4" METER PER GSWC STD. DWG. NO. P-30
65 CONSTRUCT 1" METER PER GSWC STD. DWG. NO. P-26
86 CONNECT SEWER LINE TO DRINKING FOUNTAIN PER MANUFACTURES SPECIFICATIONS 2 EA 73 74
1 EA
1 EA
1 EA
1 EA
20 LF
40 LF
-
1 EA
15 LF
15 LF
20 LF
2 EA
135 LF
5 LF
20 LF
2 EA
1 EA

REMOVE AND CAP EXISTING WATER METER AND SERVICE PER GSWC STANDARDS

DEMOLITION
A 3 EA

EXISTING WATER
METER

EXISTING A
WATER
METER
A

EXISTING
WATER
METER
A
51 51
51 PROP. STORM DRAIN LINE
- TYP.

SEE SHEET C-1.01
50 50
60 4"
PROP. 1"

WATER METER
2"
1"
4"
1" DOM. WATER SERVICE
- CONNECT TO EXIST. 8"

WATER LINE
C.O.-G.B.

36.20 INV 6" PROP. 6" SEWER
LINE @ 1%
PROP. 4" SEWER
LINE @ 2% MIN.

41.3± INV 4" SD

38.7± TOP 4" SEW

41.5± INV 4" SD

37.3± TOP 6" SEW

CONNECT TO ONSITE
IRRIG. SYSTEM
- SEE IRRIG. PLANS
61 62
63 64
64 65
65 66
67 68
68 69 1-1/2"
70 71
72 73 3/4"
74 80
81 82
82 83
83 83 84
83 85 85
86 11.0'

40.55± INV 4" SD

37.1± TOP 6" SEW
PROP. 7' WIDE

SCE EASEMENT

ENGINEER OF RECORD STATEMENT

ALL EASEMENTS HAVE BEEN SHOWN AS PER PROVIDED PRELIMINARY TITLE REPORTS BY FIDELITY NATIONAL TITLE CO. (ORDER NO. 987-30076643-1RV, DATED OCT. 28, 2021), LAWYERS TITLE (FILE NO. 218254769, DATED SEPT. 7, 2018), AND FIDELITY NATIONAL TITLE CO. (ORDER NO. 989-30033538-D-DL1, DATED FEB. 9, 2021).
__________________________ _________
THOMAS E. CARCELLI, P.E. DATE
UTILITY CONTACT NUMBERS:

COMPANY CONTACT TELEPHONE NO.

CITY OF GARDENA JEFF JALOMO 310-217-9430
P.W. TRAFFIC/ELECTRICAL
GOLDEN STATE WATER CO. JOSEPH SALICIDO 310-660-0320 X101 CONDE VENTURA 310-701-2500
CALIFORNIA UNDERGROUND 800-422-4133

SERVICE ALERT (USA)
EXIST. 5'
WIDE

STREET EASEMENT
PROP. BUILDING

43.65 F.F.

16.0 0'

30.00'

30.00'
EXIST. 8" WATER PER

RECORDS SUPPLIED BY
G.S.W.C.

EXIST. 8" SEWER PER
CITY DWG. NO. 7-328
75 CONSTRUCT 2" PVC (SCH 80) WATER LINE, BEDDING PER GSWC STD. DWG. NO. P-3 155 LF 87 CONNECT TO EXISTING SEWER LINE WITH CUT-IN SADDLE 1 EA PROP. 4" SEWER
LINE @ 2% MIN.
82 CONNECT TO PROP.

DRINKING FOUNTAIN
- SEE LANDSCAPE

ARCHITECT PLANS
86 40.85± INV 4" SD

38.7± TOP 4" SEW
PROP. 4" SEWER
LINE @ 2% MIN. 82
C.O.
** 4" SEWER P.O.C.

38.30 INV 4"
- JOIN BUILDING LINE
83 85
** 6" SEWER P.O.C.

40.99 INV 4"
- JOIN BUILDING LINE
85 CONNECT TO EXIST. SEWER LATERAL
*(40.5±) INV

CONTRACTOR TO VERIFY EXISTING INVERT

AS A FIRST ITEM OF WORK AND NOTIFY
CITY AND ENGINEER IMEEDIAT4EATLY OF

ANY DISCREPANCY
80 EXIST. PER CITY

AS-BUILTS
** 2" DOM. WATER P.O.C.
- JOIN BUILDING LINE
71 PROP. 2" DOM.

WATER
75 PROP. 2" DOM.

WATER
75 PROP. 2" DOM.

WATER
75 73
3/4"
CONNECT TO PROP.

DRINKING FOUNTAIN
- SEE LANDSCAPE

ARCHITECT PLANS
74 ** 2" SEWER P.O.C.

41.93 INV 4"
- JOIN BUILDING LINE
85 PROP. 4" SEWER
LINE @ 2% MIN.
82 CONNECT FIRE SERVICE WATER LINE TO BLDG. - SEE FIRE SPRINKLER PLANS - INSTALL STAINLESS STEEL FIRE

RISER WITH NO MECHANICAL CONNECTIONS UNDERNEATH THE WALL OR FOUNDATION PER LACFD

REQUIREMENTS
10/2/2023
3 0
0 4
4 6
10 0 10 0 10 0
0 3 6 3
3 3 3 6
0 3 0 3
6 3 0 4 0 4 0 4 9 3
0 10 6 4 0 4
4 3
3 4
10 0
0 4
9 0
0 9
NO

PARKING
NO

PARKING
VAN

SECTION A-A
A
12"
3" MIN. OPENING

BETWEEN BAGS

AT TOP ROW
A
NS-7 POTABLE WATER/IRRIGATION *
STORMWATER MITIGATION MEASURES (BMPs)
WE-1 WIND EROSION CONTROL
TC-1 STABILIZED CONSTRUCTION ENTRANCE *
WM-2 MATERIAL USE *
NS-2 DEWATERING OPERATIONS *
NS-3 PAVING OPERATIONS *
WM-1 MATERIAL DELIVERY AND STORAGE *
WM-4 SPILL PREVENTION AND CONTROL *
WM-5 SOLID WASTE MANAGEMENT *
SE-4 CHECK DAMS
SE-9 STRAW BALE BARRIERS
SE-10 STORM DRAIN INLET PROTECTION
NS-1 WATER CONSERVATION PRACTICES *
WM-6 HAZARDOUS WASTE MANAGEMENT *
WM-7 CONTAMINATED SOIL MANAGEMENT *
WM-8 CONCRETE WASTE MANAGEMENT *
NS-8 VEHICLE AND EQUIPMENT CLEANING *
NS-9 VEHICLE AND EQUIPMENT FUELING *
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE *
WM-3 STOCKPILE MANAGEMENT *
THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK.

CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2019, OR THE LATEST REVISED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF

DEEMED APPROPRIATE BY CITY INSPECTORS)
SE-1 SILT FENCE
*

LOCATIONS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR NOTE:

SE-7 STREET SWEEPING AND VACUUMING
EC-1 SCHEDULING

GRAVEL BAGS

1. GENERAL: GRAVELBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL GRAVEL BAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION.

2. LOCATION: GRAVEL BAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR.

3. FABRICATION: GRAVEL BAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF

WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING

SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS.

THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE.

4. INSTALLATION: GRAVEL BAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS

SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION.

GRAVEL BAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE

UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM"

DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT.

SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW.

CONSTRUCTION OF A GRAVELBAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A

SPECIFIED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1 1/2 FEET HORIZONTAL TO 1 VERTICAL.

DAMAGE WHICH COULD FORESEEBLY BE PREVENTED BY PROPER GRAVELBAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

SE-8 GRAVEL BAG DETAILS
SCALE:

N.T.S.
2 BAGS HIGH
EC-2 PRESERVATION OF EXISTING VEGETATION
EC-5 SOIL BINDERS
SE-5 FIBER ROLLS
SE-6 GRAVEL BAG BERM
TC-3 ENTRANCE OUTLET TIRE WASH *
NS-12 CONCRETE CURING
NS-13 CONCRETE FINISHING
WM-9 SANITARY-SEPTIC WASTE MANAGEMENT *
9/26/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
9/26/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023
EROSION CONSTRUCTION NOTES:
90 INSTALL GRAVEL BAGS (SE-6)
LEGEND
GRAVEL BAGS (SE-8)
91 INSTALL FILTER FABRIC OVER CATCH BASIN (SE-10)

FILTER FABRIC OVER CATCH BASIN
92 INSTALL CONSTRUCTION ENTRANCE (TC-1)

EROSION AND SEDIMENT CONTROL GENERAL NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT'S BMPs, AND THE RECOMMENDATIONS OF SOILS REPORT.

2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 40%.

3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME.

4. CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY.

5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST

MANAGEMENT PRACTICES (BMP) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS.

6. AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. INSPECT CATCH BASINS FOR GRAVEL BAGS THAT MAY HAVE FALLEN IN AND BLOCKED DRAINAGE.

7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION.

8. AFTER CONSTRUCTION, INSPECT CATCH BASINS TO INSURE BMPs HAVE NOT FALLEN IN AND CLEAN OUT ANY CONSTRUCTION-RELATED DEBRIS.

MATERIAL DELIVERY AND STORAGE AREA BMPS TO
BE IMPLEMENTED: WM-1, WM-2, WM-4 (AREA MAY

BE MODIFIED BY CONTRACTOR WITH CITY'S

APPROVAL)

VEHICLE CLEANING, FUELING AND MAINTENANCE
AREA BMPS TO BE IMPLEMENTED: WM-4, NS-8, NS-9,
NS-10 (AREA MAY BE MODIFIED BY CONTRACTOR

WITH CITY'S APPROVAL)

WASTE COLLECTION AREA BMPS TO BE
IMPLEMENTED: WM-5, WM-6, WM-9 (WITH

SECONDARY CONTAINMENT)
(AREA MAY BE MODIFIED BY CONTRACTOR WITH

CITY'S APPROVAL)

CONCRETE TRUCK WASHOUT AREA BMPS TO BE
IMPLEMENTED: WM-8 (AREA MAY BE MODIFIED BY

CONTRACTOR WITH CITY'S APPROVAL)
92 0 10 20 40
SCALE: 1" = 20'
S
W
E

EROSION CONTROL PLAN
C-3.01
12 160TH STREET
HAR
VAR
D BLV
D.

L
A
S
A
L
L
E
AVE.

PROP. BUILDING
PROP. BUILDING
90 TYP.
90 TYP.
90 TYP.
90 TYP.
90 TYP.
90 TYP.
90 TYP.
90 TYP.
91 TYP.
91 TYP.
91 TYP.
91 TYP.

TABLE 7. MINIMUM SET OF BMPS FOR ALL CONSTRUCTION SITES

SITE MANAGEMENT HOUSE KEEPING

EROSION CONTROLS

SCHEDULING

PRESERVATION OF EXISTING VEGETATION

WIND EROSION CONTROLS

SEDIMENT CONTROLS
PERIMETER CONTROLS (E.G. SILT FENCE,
SANDBAG BARRIERS, ETC.)

STABILIZED CONSTRUCTION SITE ENTRANCE/EXIT

NON-STORMWATER MANAGEMENT

WATER CONSERVATION PRACTICES

DEWATERING OPERATIONS

WASTE MANAGEMENT

MATERIAL DELIVERY AND STORAGE

STOCKPILE MANAGEMENT

SPILL PREVENTION AND CONTROL

SOLID WASTE MANAGEMENT

CONCRETE WASTE MANAGEMENT

SANITARY/SEPTIC WASTE MANAGEMENT
MS4 NPDES PERMIT
ORDER R4-2021-0105
PROJECT DISTURBED AREA: 0.95± ACRES
NPDES NOTES:

1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER AND NON-STORMWATER DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN. ARRANGEMENTS SHALL BE MADE BY

THE DEVELOPER TO RETAIN THE SWPPP AND/OR THE EROSION/SEDIMENT CONTROL PLAN ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE BY THE CONTRACTOR TO MAINTAIN THOSE BMPs THROUGHOUT THE TIME OF CONSTRUCTION.

2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES.

3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE.

4. GRADING SHALL BE PHASED TO LIMIT THE NUMBER OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE.

5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL

AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION.

6. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 14 DAYS. ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE.

7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY.

POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS,

STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH

MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM

POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT THE CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM.

10. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO

ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.

11. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE

A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD.

13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION, BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS.

14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 12' MIN.

AGGREGATE
6"
2"-3" COARSE

PUBLIC STREET
50' MIN.

STEEL GRATE
TC-1 STABILIZED CONSTRUCTION ENTRANCE
SCALE:

N.T.S.

NOTE:

PLACE 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE
WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB &
GUTTER DRAINAGE FLOW IS BLOCKED.

NOTE:

CONTRACTOR SHALL REPAIR ALL DAMAGED CURB &

GUTTER IN PUBLIC RIGHT-OF-WAY TO THE SATISFACTION
OF THE CITY PRIOR TO PROJECT CLOSE-OUT.

NOTE:

A RUMBLE RACK IS REQUIRED AT BOTH ENTRANCES TO THE
SITE UNTIL THE ASPHALT HAS BEEN INSTALLED.
93 INSTALL SILT FENCE (SE-1) - CONFIRM LOCATION WITH CITY SILT FENCE (SE-11)

LIMITS OF CONSRUCTION
93 TYP.
93 TYP.
93 TYP.
93 TYP.
93 TYP.
93 TYP.

NOTE TO CONTRACTOR:

THE 24-HOUR CELL PHONE NUMBER OF THE LEGALLY RESPONSIBLE PERSON (LRP) WILL BE PROVIDED BY THE AWARDED CONTRACTOR.

RESPONSIBLE PERSON ________________________
24 HOUR TELEPHONE NO. ________________________
CONTROL PT.

CONTROL PT.
3 0
0 4
4 6
10 0 10 0 10 0
0 3 6 3
3 3 3 6
0 3 0 3
6 3 0 4 0 4 0 4 9 3
0 10 6 4 0 4
4 3
3 4
10 0
0 4
9 0
0 9
NO

PARKING
NO

PARKING
VAN
3 0
0 4
4 6
100 100 100
0 3 6 3
3 3 3 6
0 3 0 3
6 3 0 4 0 4 0 4 9 3
0 10 6 4 0 4
4 3
3 4
100
0 4
9 0
0 9
NO

PARKING
NO

PARKING
VAN
9/26/2023
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

TEC
STAFF
TEC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
195 5-2606

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
B.M.: THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'

DATE DIRECTOR OF PUBLIC WORKS
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
9/26/2023

L ICENSED LANDSCAPE ARCHI TECT

STATE OF CAL I FORN I A

L A RR Y
P. R Y A N LI CENSE NO. 2 5 0 2
PREPARED UNDER THE SUPERVISION OF:

THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

GENERAL NOTES

1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND

HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON.

3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.

NOTE TO CONTRACTOR:

A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY

AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS

INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL

CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY

WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL

PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS

INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING

EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,

SEATING, SHADE STRUCTURES AND APPURTENANCES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC.

B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL

BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR

HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.

THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES

MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT THAT

A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY

CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND

SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE

ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY

WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE

NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,

TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.

THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY

PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC. THE

INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC.

CONTROL POINT
POINT #7

FOUND MAG & WASH
"LS 5411"

CONTROL POINT
POINT #9
FOUND MAG IN 1" IP
N 89°55'30" E
780.41' (MEAS.)
780.27' (REC. PER TM 10901, MM 254/31-32)

CONTROL MAP
SCALE: 1" = 150'
S
W
E
PROP. BUILDING

NOTICE TO THE CONTRACTOR

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE

CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT

QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).
102
101 CONSTRUCT ACCESSIBLE PARKING STRIPING & WHEEL STOPS PER DETAILS 9 AND 10, SHEET C-0.02 NO.

LS

DESCRIPTION QUANTITY

SIGNING/STRIPING CONSTRUCTION NOTES & ESTIMATED QUANTITIES

INSTALL ACCESSIBLE SIGNAGE PER DETAIL LANDSCAPE ARCHITECT'S PLANS LS 0 10 20 40
SCALE: 1" = 20'
S
W
E

HORIZONTAL CONTROL/STRIPING PLAN
C-4.01
13 160TH STREET
HAR
VAR
D BLV
D.

L
A
S
A
L
L
E
AVE.

BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32, OFFICIAL RECORDS.

BENCHMARK
THE CITY OF GARDENA BENCHMARK NO. 5D-15
ELEV. = 43.508'
PROP. BUILDING
LA SALLE AVE.

DENKER AVE.
162ND ST.
160TH ST.

HARVARD BLVD.

47.33'

47.33'
131.33'
131.33'
106.93'

12.00'

75.00'

59.00'
114.00'

45.00' 10.00'

55.00'

5.00'

9.00' 8.00' 9.00' 9.00'

30.00'
18'
6'
6'
16'
30'
10' 20'

11.50'

20.00' 8.00' 10.00' 40.00' 6.00'

47.00'

18.36'

5.00'

27.00' 3.03'

5.00'

12.13'

4.00'

24.00'

22.00'

7.00'

60.00'

23.73'
101
102

10.00'
PROP. 7' WIDE

SCE EASEMENT

ENGINEER OF RECORD STATEMENT

ALL EASEMENTS HAVE BEEN SHOWN AS PER PROVIDED
PRELIMINARY TITLE REPORTS BY FIDELITY NATIONAL TITLE CO. (ORDER NO. 987-30076643-1RV, DATED OCT. 28, 2021),
LAWYERS TITLE (FILE NO. 218254769, DATED SEPT. 7, 2018), AND FIDELITY NATIONAL TITLE CO. (ORDER NO.
989-30033538-D-DL1, DATED FEB. 9, 2021).
________________________ _________
THOMAS E. CARCELLI, P.E. DATE
SURVEYOR:

TED KRULL, PLS 5848
STARLIGHT SURVEYING, INC.
17955 SKY PARK CIR. STE F
IRVINE, CA. 92614
(949) 757-0613
DATES OF SURVEY: NOV. 2021 AND JAN. 2022
EXIST. 5'
WIDE

STREET EASEMENT
LEGEND

LIMITS OF CONSRUCTION

LIMITS OF GRADING
NOTE RE: FRANCHISE UNDERGROUND LINES:

FRANCHISE CONDUITS ARE LOCATED BENEATH THE PROPOSED UTILITY LINES CROSSING EAST AND WEST, WITH A MINIMUM CLARENCE OF ONE (1) FOOT BELOW THE PROPOSED LINES.
10/2/2023
UP
UP
NO

PARKING
NO

PARKING
VAN
160TH ST.

HARVARD BLVD
1 DETAIL: 3 SHEET: L-2.01
2 CONSTRUCT: DETAIL REFERENCE:

SAWCUT CONTROL JOINT
CONSTRUCTION LEGEND:

COLD JOINT
3 4.5" STANDARD PEDESTRIAN

CONCRETE PAVING
4 DESCRIPTION:

MATERIAL:

COLOR:

FINISH:

HARDSCAPE COLOR / FINISH SCHEDULE:

4.5" PEDESTRIAN CONCRETE

NATURAL GREY

LIGHT BROOM FINISH
A
D
CONTACTS:
'TOP-CAST' AVAILABLE FROM DAYTON SUPERIOR, CONTACT: CHUCK POOLE, PHONE: (714) 822-5085 OR APPROVED EQUAL
DESCRIPTION: COMMENTS:

LINETYPE LEGEND:

LIMIT OF WORK

EXISTING CONCRETE PAVING
DESCRIPTION: COMMENTS:

EXISTING CONDITIONS:
1 PROTECT-IN-PLACE PER CIVIL PLANS
1 DESCRIPTION: COMMENTS:

SENIOR CENTER / AQUATICS CENTER BUILDING
WORK BY OTHER DISCIPLINES:

CONCRETE BUILDING FOUNDATION

SWIMMING POOL

PER SVA PLANS

PER SVA PLANS

PER JONES & MADHAVAN PLANS
2 3
ONE (1) 65'x16' JOINED FULL HIP CANTILEVER

SHADE STRUCTURE BY USA SHADE
DESCRIPTION: COMMENTS:

SHADE STRUCTURE LEGEND
FIVE (5) 18'x14' FULL HIP CANTILEVER

SHADE STRUCTURES BY USA SHADE
SEE DETAIL 1, SHEET L-2.10
5 S1
S2
CONTACT:

USA SHADE, CONTACT: DEVIN CHISTENSEN (714) 427-6981

EXPANSION JOINT
PARKING LOT A.C. PAVING PER CIVTEC PLANS

ADA PARKING STALL STRIPING PER CIVTEC PLANS

AND WHEEL STOPS

ADA ACCESSIBLE RAMP W/ PER CIVTEC PLANS

TRUNCATED DOMES

CONCRETE CURB AND GUTTER PER CIVTEC PLANS

POOL DECK DRAINS PER CIVTEC PLANS
MATERIAL:

COLOR:

FINISH:
6" PEDESTRIAN CONCRETE POOL DECK

NATURAL GRAY

MEDIUM BROOM FINISH
2 EXISTING ASPHALT PAVING PROTECT-IN-PLACE PER CIVIL PLANS 6-ROW LEG TRUSS BLEACHER
63' WIDE X 12' DEEP

SEE DETAIL SHEETS
L-2.07-L-2.09
B1
CONTACT:

AVAILABLE FROM: SOUTHERN BLEACHER, CONTACT: JOE HOY (916) 812-4901

OR APPROVED EQUAL
SEE DETAIL 1, SHEET L-2.11
DESCRIPTION: COMMENTS:

BLEACHER LEGEND
E MATERIAL:

COLOR:

FINISH:

POURED-IN-PLACE CONCRETE LOW WALLS

NATURAL GRAY
RETARDANT FINISH BY 'TOP-CAST' OR APPROVED EQUAL.

ETCH CODE "NO. 05"

LANDSCAPE AREA DRAINS PER CIVTEC PLANS
DETAIL: 3 SHEET: L-2.01
DETAIL: 3 SHEET: L-2.01
DETAIL: 1 SHEET: L-2.01
6" PEDESTRIAN CONCRETE PAVING

AT POOL DECKING
5 DETAIL: 2 SHEET: L-2.01
6 DETAIL: 4 SHEET: L-2.01
8' HT. CONCRETE MASONRY BLOCK PERIMETER WALL
9 DETAIL: 6 SHEET: L-2.01
20" HT. POURED-IN-PLACE CONCRETE

LOW WALL
10 DETAIL: 2 SHEET: L-2.02
11 12 8' HT. TUBULAR STEEL FENCING DETAIL: 2 SHEET: L-2.03 13 8' HT. TUBULAR STEEL PEDESTRIAN GATES DETAIL: 1 SHEET: L-2.03 14 MAINTENANCE ACCESS GATES DETAIL: 3 SHEET: L-2.03
8 POOL EQUIPMENT / STORAGE BUILDING PER SVA PLANS
15 DIVING BOARD PER JONES & MADHAVAN PLANS
6 ADA COMPLIANT POOL LIFT PER JONES & MADHAVAN PLANS
7 8

PEDESTRIAN LIGHTING

PER FBA ENGINEERING

ELECTRICAL PLANS
9 10
11 12
13 14
16 ADA PEDESTAL DRINKING FOUNTAIN

WITH BOTTLE FILLER
17 DETAIL: 1 SHEET: L-2.04
6' PICNIC TABLE
18 DETAIL: 2 SHEET: L-2.05
42" ROUND TABLE WITH SEATS
19 DETAIL: 4 SHEET: L-2.05
6" VEHICULAR CONCRETE PAVING
16 DETAIL: 1 SHEET: L-2.01

WASTE / RECYCLING RECEPTACLES
20 21 DETAIL: 5 SHEET: L-2.05
3 EXISTING CONCRETE CURB AND GUTTER PROTECT-IN-PLACE PER CIVIL PLANS MATERIAL:

COLOR:

FINISH:

4.5" PEDESTRIAN CONCRETE

NATURAL GREY
RETARDANT FINISH BY 'TOP-CAST' OR APPROVED EQUAL.

ETCH CODE "NO. 05"
B
12" CONCRETE MOWCURB
7 8' HT. CONCRETE MASONRY BLOCK PERIMETER WALL

AT SHADE STRUCTURES
DETAIL: 1 SHEET: L-2.02
4 BUILDING TRELLIS / SHADE STRUCTURE PER SVA PLANS

TRASH ENCLOSURE PER SVA PLANS
30" SQ. PRECAST CONCRETE PLANTERS DETAIL: 3 SHEET: L-2.05

ELECTRICAL TRANSFORMER

PER FBA ENGINEERING

ELECTRICAL PLANS
17 ADA ACCESSIBLE PARKING SIGNAGE DETAIL: 5 SHEET: L-2.01 BENCH SEATING DETAIL: 1 SHEET: L-2.05
OUTDOOR FITNESS EQUIPMENT DETAIL: 1 SHEET: L-2.06
4 EXISTING UTILITY PROTECT-IN-PLACE PER CIVIL PLANS
15 ROLLED CONCRETE CURB PER CIVTEC PLANS
MATERIAL:

COLOR:

FINISH:
6" VEHICULAR CONCRETE

NATURAL GREY
RETARDANT FINISH BY 'TOP-CAST' OR APPROVED EQUAL.

ETCH CODE "NO. 05"
C

SCE UNDERGROUND

UTILITY EASEMENT
5 EXISTING SCE UNDERGROUND

UTILITY EASEMENT

SEE UTILITY PLANS
18 CMU WALL WITH TRELLIS POST PER SVA PLANS
19 PEDESTRIAN GATE PER SVA PLANS
ENGINEER OF RECORD STATEMENT:

ALL EASEMENTS HAVE BEEN SHOWN AS PER PROVIDED PRELIMINARY TITLE REPORTS BY FIDELITY NATIONAL TITLE CO. (ORDER NO. 987-30076643-1RV, DATED OCT. 28, 2021), LAWYERS TITLE (FILE NO. 218254769, DATED SEPT. 7, 2018), AND FIDELITY NATIONAL TITLE CO. (ORDER NO. 989-30033538-D-DL1, DATED FEB. 9, 2021).
__________ _____________ 10/02/2023
THOMAS E. CARCELLI, P.E. DATE

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
EC
TP
EC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: P:\301 GARDENA\301-01 GARDENA AQUATIC & SENIOR CENTER\301-01-CD\301.01-CD-L.101-L.102.DWGPLOT TIME: 06/30/2023 9:00 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/04/2023

L I CENSED LANDSCAPE ARCH I TECT

STATE OF CA L I FORN I A
L A R R Y P . R Y A N L I C E N S E N O . 2 5 0 2
06/20/2023
10/02/2023
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022
2 100% CD SUBMITTAL 05/01/2023
3 FINAL SUBMITTAL 10/02/2023

MATCHLIN
E - S
E
E SHE
ET L-1.0
2 P.A. P.A.

P.A. P.A.

P.A. P.A.

P.A.

P.A.

P.A.

P.A.

P.A.
18 12 TYP.
17 21 TYP.
11 10
12 12
A
9 1
4 21
P.A.
20 16 TYP.

A 4
TYP. 1
B 4
TYP. 2
9 13
18 LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
1" = 10'
( IN FEET )

GRAPHIC SCALE
-10 0 5 10 20 40

PROPERT
Y LI
NE

PROPERTY LINE

PROPERTY LINE
1 B 4
P.A.
6 TYP.

P.A.
15 P.A.

P.A. P.A.
12 CONSTRUCTION PLAN
L-1.01
14 17
13 P.A. P.A.
17 4 B
P.A.

TYP. 19 TYP.
7 7
6 12
TYP. TYP.
5 D
1 TYP.
2 2
9 P.A.

P.A.
16 16
3 9
3 3
3 10
10 TYP.

A 4

EXISTING RESIDENTIAL
AIN: 6105 011 046
LOT 12
TRACT 10901
LOT 11
TRACT 10901
LOT 13
TRACT 10901
4 B
4 A
16 18
19 21
19 4
13 SENIOR CENTER

AND AQUATIC

FACILITIES BUILDING
11,916 S.F.
(2-STORIES)
TYP. 1
2 TYP.

TYP. 16
P.A.

NOTE TO CONTRACTOR:

ALL WORK OUTSIDE OF THE PROPERTY LINES

WILL REQUIRE A SEPARATE ENCROACHMENT
PERMIT BY THE CITY OF GARDENA.
14 TYP.
1 DETAIL:
3 SHEET: L-2.01
2 CONSTRUCT: DETAIL REFERENCE:

SAWCUT CONTROL JOINT
CONSTRUCTION LEGEND:

COLD JOINT
3 4.5" STANDARD PEDESTRIAN

CONCRETE PAVING
4 DESCRIPTION:

MATERIAL:

COLOR:

FINISH:

HARDSCAPE COLOR / FINISH SCHEDULE:

4.5" PEDESTRIAN CONCRETE

NATURAL GREY

LIGHT BROOM FINISH
AD
CONTACTS:
'TOP-CAST' AVAILABLE FROM DAYTON SUPERIOR, CONTACT: CHUCK POOLE, PHONE: (714) 822-5085 OR APPROVED EQUAL
DESCRIPTION: COMMENTS:

LINETYPE LEGEND:

LIMIT OF WORK

EXISTING CONCRETE PAVING
DESCRIPTION: COMMENTS:

EXISTING CONDITIONS:
1 PROTECT-IN-PLACE PER CIVIL PLANS 1
DESCRIPTION: COMMENTS:

SENIOR CENTER / AQUATICS CENTER BUILDING
WORK BY OTHER DISCIPLINES:

CONCRETE BUILDING FOUNDATION

SWIMMING POOL

PER SVA PLANS

PER SVA PLANS

PER JONES & MADHAVAN PLANS
23 ONE (1) 65'x16' JOINED FULL HIP CANTILEVER

SHADE STRUCTURE BY USA SHADE
DESCRIPTION: COMMENTS:

SHADE STRUCTURE LEGEND
FIVE (5) 18'x14' FULL HIP CANTILEVER

SHADE STRUCTURES BY USA SHADE
SEE DETAIL 1, SHEET L-2.10
5 S1
S2
CONTACT:

USA SHADE, CONTACT: DEVIN CHISTENSEN (714) 427-6981

EXPANSION JOINT
PARKING LOT A.C. PAVING PER CIVTEC PLANS

ADA PARKING STALL STRIPING PER CIVTEC PLANS

AND WHEEL STOPS

ADA ACCESSIBLE RAMP W/ PER CIVTEC PLANS

TRUNCATED DOMES

CONCRETE CURB AND GUTTER PER CIVTEC PLANS

POOL DECK DRAINS PER CIVTEC PLANS
MATERIAL:

COLOR:

FINISH:
6" PEDESTRIAN CONCRETE POOL DECK

NATURAL GRAY

MEDIUM BROOM FINISH
2 EXISTING ASPHALT PAVING PROTECT-IN-PLACE PER CIVIL PLANS 6-ROW LEG TRUSS BLEACHER
63' WIDE X 12' DEEP

SEE DETAIL SHEETS
L-2.07-L-2.09
B1
CONTACT:

AVAILABLE FROM: SOUTHERN BLEACHER, CONTACT: JOE HOY (916) 812-4901

OR APPROVED EQUAL
SEE DETAIL 1, SHEET L-2.11
DESCRIPTION: COMMENTS:

BLEACHER LEGEND
E MATERIAL:

COLOR:

FINISH:

POURED-IN-PLACE CONCRETE LOW WALLS

NATURAL GRAY
RETARDANT FINISH BY 'TOP-CAST' OR APPROVED EQUAL.

ETCH CODE "NO. 05"

LANDSCAPE AREA DRAINS PER CIVTEC PLANS
DETAIL:
3 SHEET: L-2.01
DETAIL:
3 SHEET: L-2.01
DETAIL:
1 SHEET: L-2.01
6" PEDESTRIAN CONCRETE PAVING

AT POOL DECKING
5 DETAIL:
2 SHEET: L-2.01
6 DETAIL:
4 SHEET: L-2.01
8' HT. CONCRETE MASONRY BLOCK PERIMETER WALL
9 DETAIL:6 SHEET: L-2.01
20" HT. POURED-IN-PLACE CONCRETE

LOW WALL
10 DETAIL:
2 SHEET: L-2.02
11 12 8' HT. TUBULAR STEEL FENCING DETAIL:
2 SHEET: L-2.03
13 8' HT. TUBULAR STEEL PEDESTRIAN GATES DETAIL:
1 SHEET: L-2.03
14 MAINTENANCE ACCESS GATES DETAIL:
3 SHEET: L-2.03
8 POOL EQUIPMENT / STORAGE BUILDING PER SVA PLANS
15 DIVING BOARD PER JONES & MADHAVAN PLANS
6 ADA COMPLIANT POOL LIFT PER JONES & MADHAVAN PLANS
78 PEDESTRIAN LIGHTING

PER FBA ENGINEERING

ELECTRICAL PLANS
9 10
11 12
13 14
16 ADA PEDESTAL DRINKING FOUNTAIN

WITH BOTTLE FILLER
17 DETAIL:1 SHEET: L-2.04
6' PICNIC TABLE
18 DETAIL:
2 SHEET: L-2.05
42" ROUND TABLE WITH SEATS
19 DETAIL:
4 SHEET: L-2.05
6" VEHICULAR CONCRETE PAVING
16 DETAIL:
1 SHEET: L-2.01

WASTE / RECYCLING RECEPTACLES
20 21 DETAIL:
5 SHEET: L-2.05
3 EXISTING CONCRETE CURB AND GUTTER PROTECT-IN-PLACE PER CIVIL PLANS MATERIAL:

COLOR:

FINISH:

4.5" PEDESTRIAN CONCRETE

NATURAL GREY
RETARDANT FINISH BY 'TOP-CAST' OR APPROVED EQUAL.

ETCH CODE "NO. 05"
B
12" CONCRETE MOWCURB
7 8' HT. CONCRETE MASONRY BLOCK PERIMETER WALL

AT SHADE STRUCTURES
DETAIL:
1 SHEET: L-2.02
4 BUILDING TRELLIS / SHADE STRUCTURE PER SVA PLANS

TRASH ENCLOSURE PER SVA PLANS
30" SQ. PRECAST CONCRETE PLANTERS DETAIL:
3 SHEET: L-2.05

ELECTRICAL TRANSFORMER

PER FBA ENGINEERING

ELECTRICAL PLANS
17 ADA ACCESSIBLE PARKING SIGNAGE DETAIL:
5 SHEET: L-2.01
BENCH SEATING DETAIL:
1 SHEET: L-2.05
OUTDOOR FITNESS EQUIPMENT DETAIL:
1 SHEET: L-2.06
4 EXISTING UTILITY PROTECT-IN-PLACE PER CIVIL PLANS
15 ROLLED CONCRETE CURB PER CIVTEC PLANS
MATERIAL:

COLOR:

FINISH:
6" VEHICULAR CONCRETE

NATURAL GREY
RETARDANT FINISH BY 'TOP-CAST' OR APPROVED EQUAL.

ETCH CODE "NO. 05"
C

SCE UNDERGROUND

UTILITY EASEMENT
5 EXISTING SCE UNDERGROUND

UTILITY EASEMENT

SEE UTILITY PLANS
18 CMU WALL WITH TRELLIS POST PER SVA PLANS
19 PEDESTRIAN GATE PER SVA PLANS
ENGINEER OF RECORD STATEMENT:

ALL EASEMENTS HAVE BEEN SHOWN AS PER PROVIDED PRELIMINARY TITLE REPORTS BY FIDELITY NATIONAL TITLE CO. (ORDER NO. 987-30076643-1RV, DATED OCT. 28, 2021), LAWYERS TITLE (FILE NO. 218254769, DATED SEPT. 7, 2018), AND FIDELITY NATIONAL TITLE CO. (ORDER NO. 989-30033538-D-DL1, DATED FEB. 9, 2021).
__________ _____________ 10/02/2023
THOMAS E. CARCELLI, P.E. DATE
03 04
64 10 0 10 0 10 0
03 63
33 63
03 03
63 04 04 04 93
0 10 64 04
34 34
100
04 09
09 CCCCC

LA SALLE AVE
160TH
ST.

COMMUNITY AQUATICS & SENIOR CENTER

DEPARTMENT OF PUBLIC WORKS - ENGINEERING

C I T Y O F G A R D E N A
SHT. OF 195 DWG. NO. 5-2606

INITAL DATE

DESIGNED BY

DRAWN BY

CHECKED BY
APPROVED BY:

DATE
EC
TP
EC
NO. DESCRIPTION APPROVED

REVISIONS
DATE
PREPARED UNDER THE SUPERVISION OF:

FILE PATH: P:\301 GARDENA\301-01 GARDENA AQUATIC & SENIOR CENTER\301-01-CD\301.01-CD-L.101-L.102.DWGPLOT TIME: 06/30/2023 9:00 AM 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
09/30/2025
10/04/2023

L I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A
L
I

FORN I A

L A R R Y P
.

R Y
A
N
LI
C
E
N S E N O . 2 5 0 2
06/20/2023
10/02/2023
11/14/2022

DIRECTOR OF PUBLIC WORKS
THE CITY OF GARDENA BENCHMARK NO. 5D-15 ELEV. = 43.508
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 162 ND STREET (FORMERLY MARKET STREET) BEING N 89° 55' 30" E SHOWN ON TRACT NO. 10901, M.B. 254/31-32 BENCHMARK:

BASIS OF BEARINGS:

CONSULTANT:
1 90% CD SUBMITTAL 12/15/2022 2 100% CD SUBMITTAL 05/01/2023 3 FINAL SUBMITTAL 10/02/2023 1" = 10'
( IN FEET )

GRAPHIC SCALE
-100 5 10 20 40
MATCHLINE - SEE SHEET L-1.01
S2
S2
S2
B1
4 134
A
18 P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.
7 8
6 8
6 S1
17 2 TYP. 4 A 1 TYP. 1 TYP.
3 E
22 P.A.
14 5

L MI IT OF WORK
5 D
1 22
8 12
9 TYP.
3 LI
M
IT OF
WORK
P

ROPERTY LINE
P.A. P.A.
17 8
P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A. P.A. P.A. P.A.

P.A.
12 CONSTRUCTION PLAN
L-1.02
7 P.A.

TYP.
7 21
15 15
933
9 3
C 11
7 55
TYP.
2 LOT 21
TRACT 10901
LOT 21
TRACT 10901

EXISTING

RUSH GYMNASIUM
AIN: 6105 011 901
3 15

POOL EQUIPMENT AND

TRASH ENCLOSURE BUILDING
1,284 S.F.
(1-STORY)
LIMI
T

OF WORK

PROPERTY LINE
NOTE TO CONTRACTOR:

ALL WORK OUTSIDE OF THE PROPERTY LINES

WILL REQUIRE A SEPARATE ENCROACHMENT
PERMIT BY THE CITY OF GARDENA.
21 18
17 TYP.

TYP.
16 14
13 TYP.

PROPERTY LINE
A. EXPANSION JOINT
B. COLD JOINT
1 3
A
2 LOCATE SAWCUT JOINTS PER SPECIFICATIONS UNLESS
OTHERWISE INDICATED ON PLANS. SEE GEOTECHNICAL

REPORT FOR MAXIMUM JOINT SPACING BASED ON
SIDEWALK WIDTH. SEE PLANS FOR JOINT LOCATIONS. NOTIFY

OWNER'S REPRESENTATIVE IF JOINT SPACING ON PLANS

DOES NOT CONFORM TO GEOTECHNICAL REPORT IN ANY
AREAS.

SEALANT COLOR TO MATCH ADJACENT PAVING.

ALL EXPANSION JOINT SEALANT TO BE SEEDED WITH SILICA
SAND.

ALL AQUATICS AREA REBAR TO BE FIBERGLASS.

ALL SKIMMERS AT POOL COPING SHALL BE SURROUNDED BY
EXPANSION JOINT MATERIAL.

LEGEND:

NOTES:
1/4" RADIUS EDGE.

PAVING FINISH SURFACE PER PLAN.
1 4
" DECK-O-FOAM EXPANSION MATERIAL BY: W.R.

MEADOWS, OR APPROVED EQUAL. INSTALL PER
MANUF. SPECS. (909) 469-2606.

NON-SAG TWO-PART POLYURETHANE SEALER (DYNA
TRED) BY: PECORA CORPORATION (800) 523-6688,
OR APPROVED EQUAL.

FOR BID PURPOSES:

COLOR SHALL BE:

A. "LIMESTONE" (039) IN FIELDS OF NATURAL
GREY CONCRETE.

B. "BEIGE" (595) IN FIELDS OF COLORED
CONCRETE.

FINAL SEALANT COLOR SELECTION SHALL BE PER

OWNER UPON REVIEW AND APPROVAL OF

CONTRACTOR PROVIDED PAVING SAMPLES IN THE
FIELD. SEE SPECIFICATIONS.

SPEED-DOWEL AT 24" O.C. AT ALL EXPANSION
JOINTS W/ #4 REBAR, MODEL NO. PSD 12/ #4 TS.

WITH PSD/#4 BL BASE. CONTACT: AZTEC CONCRETE
ACCESSORIES (800) 531-3355.

EXISTING CONCRETE PAVING.

SAWCUT JOINT. SINGLE BLADE WITH 1/16" BEVEL
AND CONTINUOUS CRACK CHASER. SEE SAWCUT

CONTROL JOINT TABLE BELOW FOR DEPTH OF
SAWCUTS.
#3 REBAR AT 24" O.C.
4 5
1/4"
1/4"
TYP.

B
C
C. SAWCUT CONTROL JOINT
3/16"
6 7
2 8 2
3 1
5 7 2
4 E. EXPANSION JOINT ENLARGEMENT
D. TOOLED CONTROL JOINT
* 1/4"
1 2
8 5
3 1
4 SEE ENLARGEMENT 'E',

THIS DETAIL
6 1
4 3

DEPTH OF SAWCUT
1"

SAWCUT CONTROL JOINT TABLE

1.25"

TOTAL CONCRETE THICKNESS
4"
5"
6" OR GREATER 1.5"
D
E
LEGEND:

NOTES:
1 2
A

CONCRETE PAVING - REFER TO CONSTRUCTION PLAN FOR COLOR
AND FINISH. DIMENSIONS PER THIS DETAIL.
#4 REBAR AT 18" O.C. IN BOTH DIRECTIONS, PER GEOTECHNICAL REPORT.

FINISH GRADE. SEE CIVIL PLANS.

PROVIDE FINISH SAMPLE PER PLANS AND SPECIFICATIONS.

SEE GEOTECHNICAL REPORT (PAVEMENT RECOMMENDATIONS) FOR CONCRETE TYPE AND STRENGTH. SEE SPECIFICATIONS.

CONCRETE PAVING ADJACENT TO PLANTING AREAS SHOULD UTILIZE A THICKENED EDGE PER THIS DETAIL. SEE GEOTECHNICAL REPORT.

CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AND REVIEW THE RECOMMENDATIONS CONTAINED IN THE LATEST AND FINAL APPROVED GEOTECHNICAL REPORT SPECIFIC TO THIS PROJECT. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONCRETE, REINFORCING, SUB-BASE MATERIALS, SUB-BASE PREPARATION SUCH AS COMPACTION, MOISTURE CONDITIONING, ETC., AS MAY BE REQUIRED BY THE LATEST AND FINAL APPROVED PROJECT GEOTECHNICAL REPORT.

PROVIDE 1/4" CROSS FALL PER 12" RUN ON ALL PAVING - MINIMUM. SEE CIVIL PLANS.

SEE DETAIL 3, THIS SHEET FOR CONCRETE JOINTS.

CONTRACTOR TO PROVIDE MIN. 4' x 4' MOCKUP OF CONCRETE SLAB FOR REVIEW AND APPROVAL PRIOR TO ANY CONSTRUCTION.

B
C
4 6
SCALE: 1-1/2" = 1'-0"

SECTION - PEDESTRIAN CONCRETE PAVING
2" IN SHRUB AREA
1" IN TURF AREA
3" CLR.
3 1
2 4
D
5 6"

WIDTH PER PLANS
4" CRUSHED AGGREGATE BASE PER SPECIFICATIONS.
90% MINIMUM COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT. SEE SPECIFICATIONS.
1/2" TOOLED RADIUS.

THICKENED EDGE PER GEOTECHNICAL REPORT.
2%

PER CIVIL PLANS
E
5 6
4"

4.5"
6" TYP. 2"
3 F
SCALE: 1-1/2" = 1'-0"

THICKENED EDGE B
12"
4" 8"
6 3 1 4
5 7

4.5"
A
G
SCALE: 1-1/2" = 1'-0"

SECTION - VEHICULAR CONCRETE PAVING
2" IN SHRUB AREA
1" IN TURF AREA
6 3
8"
3" CLR. 4
6"
2 1

WIDTH PER PLANS
B
8" TYP.
7 7
5 6"
2"
SCALE: 1-1/2" = 1'-0"

SECTION - CONCRETE POOL DECKING
2" IN SHRUB AREA
1" IN TURF AREA
2 3 1
5 3"
CLR.
4 6

WIDTH PER PLANS
7 8
9" 1'-1"
1 1
2 "
1"
9 6"
FLUSH
LEGEND:
1 2
6" PEDESTRIAN CONCRETE PAVING - REFER TO LANDSCAPE
CONSTRUCTION PLAN FOR FINISH.

CRUSHED MISCELLANEOUS BASE. COMPACTION PER
GEOTECH REPORT. REFER TO GEOTECHNICAL REPORT AND
POOL PLANS. SLOPE TO DRAIN AS REQUIRED. SEE CIVIL
PLANS.

FIBERGLASS REINFORCEMENT PER GEOTECHNICAL REPORT.

FINISH GRADE. SEE CIVIL PLANS.
90% MINIMUM COMPACTED, MOISTURE-CONDITIONED
SUBGRADE PER GEOTECHNICAL REPORT. SEE
SPECIFICATIONS.
1/2" TOOLED RADIUS.

THICKENED EDGE PER GEOTECHNICAL REPORT.

ADJACENT POOL COPING AND GUTTER. SEE POOL DETAILS,
SHEET SP3.31.
4" PVC RIBBED CENTER BULB WATERSTOP. SEE POOL DETAILS,
SHEET SP1.2.
3 4
5 6
7 8
9 NOTES:

A PROVIDE 12'x12' MOCKUP PER SPECIFICATIONS.

SEE PLANS AND SPECIFICATIONS FOR SEALERS AND FINISHES.

SEE GEOTECHNICAL REPORT (PAVEMENT RECOMMENDATIONS) FOR CONCRETE TYPE AND STRENGTH.

SEE SPECIFICATIONS.

AT CONCLUSION OF ROUGH GRADING OF SITE, CONTRACTOR TO SCHEDULE SITE SOIL TESTING TO TEST SITE SOIL EXPANSION INDEX. HARDSCAPE CONSTRUCTION SHALL NOT COMMENCE UNTIL TEST RESULTS HAVE BEEN REVIEWED BY PROJECT GEOTECHNICAL ENGINEER.

PROVIDE 1/4" CROSS FALL PER 12" RUN ON ALL PAVING - MINIMUM. SEE CIVIL PLANS.

MISCELLANEOUS CRUSHED AGGREGATE BASE SHALL COMPLY/BE INSTALLED PER THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION.

CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON

INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AND REVIEW THE

RECOMMENDATIONS CONTAINED IN THE LATEST AND FINAL APPROVED GEOTECHNICAL REPORT SPECIFIC TO THIS PROJECT. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONCRETE, REINFORCING, SUB-BASE MATERIALS, SUB-BASE PREPARATION SUCH AS COMPACTION, MOISTURE CONDITIONING, ETC., AS MAY BE REQUIRED BY THE LATEST AND FINAL APPROVED PROJECT GEOTECHNICAL REPORT.

ALL POOL DECKING REBAR TO BE FIBERGLASS.

B
C
D
E
F
G
H
3 2
1 POURED-IN-PLACE CONCRETE MOW CURB
WITH 1/2" TOOLED RADIUS AT ALL CORNERS
AND EDGES.
#3 REBAR, CONTINUOUS PER GEOTECHNICAL
REPORT.

ADJACENT FINISH GRADE. SEE CIVIL PLANS.
90% MINIMUM COMPACTED,

MOISTURE-CONDITIONED SUBGRADE PER
GEOTECHNICAL REPORT. SEE
SPECIFICATIONS.

A PROVIDE SCORE JOINTS @ 4' O.C. MAX AND

AT ALL CORNERS PER CONSTRUCTION PLAN
AND GEOTECH REPORT.

SEE GEOTECHNICAL REPORT (PAVEMENT

RECOMMENDATIONS) FOR CONCRETE TYPE
AND STRENGTH. SEE SPECIFICATIONS.

CONCRETE AND REINFORCING INFORMATION

INDICATED HEREIN, ARE MINIMUMS BASED

ON INFORMATION CONTAINED IN THE

PROJECT GEOTECHNICAL REPORT AVAILABLE

AT THE TIME OF PREPARATION OF THESE
DOCUMENTS.

B
C
2" IN SHRUB AREA
FLUSH IN D.G. AREA
6" TYP.

SCALE: 3" = 1'-0"

SECTION - MOW CURB AT FENCING
3" CLR.
12" TYP.
4 3
1 LEGEND: NOTES:
4 2
LEGEND:

NOTES:
1 2
A
4"x4" EXTRUDED ALUMINUM POWDER COATED POST WITH POST CAP. POST TO BE LOCATED AS SHOWN LANDSCAPE CONSTRUCTION PLAN, SEE SHEET L-1.01.

FINISH GRADE - SEE CIVIL PLANS.

POURED-IN-PLACE CONCRETE FOOTING AND REINFORCEMENT,AS SHOWN THIS DETAIL. 90% MINIMUM COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT.

ADJACENT CONCRETE PAVING PER DETAIL 1, THIS SHEET.

PROVIDE FABRICATED ALUMINUM PANEL(S) WITH SILK SCREEN GRAPHICS SIGN EACH WITH (2) BOLTS & WASHERS AND MOUNTING CHANNEL. SEE CONSTRUCTION PLAN L-1.01 AND NOTES BELOW FOR SIGN TYPE AND LOCATION. MINIMUM 7'-0" CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 1 4" EXPANSION JOINT MATERIAL SURROUNDING POST AT SLAB ONLY. SEE SPECIFICATIONS. PROVIDE CORE DRILL IN CONCRETE PAVING / FOOTING TWICE THE WIDTH OF THE POST, TO THE DEPTH OF 18". SECURE WITH SUPER POR-ROK, OR APPROVED EQUAL, TO 1
2" BELOW ADJACENT FINISH SURFACE. APPLY 12" BEAD
OF "GUN GRADE" POLYMER SEALANT BY: PECORA, OR APPROVED EQUAL, TO TOP OF SUPER POR-ROK BACKFILL. SEALANT COLOR TO MATCH ADJACENT CONCRETE. SLOPE TO DRAIN AT POST BASE.

CONTINUOUS EXPANSION JOINT PER DETAIL 2, SHEET L-2.01.

SAWCUT CONTROL JOINT PER SHEET 2, SHEET L-2.01.

CONTRACTOR TO STAKE OUT PROPOSED LOCATION OF SIGN IN FIELD FOR REVIEW AND APPROVAL BY CITY PRIOR TO INSTALLATION.

PROVIDE SCALED SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

CONTRACTOR TO SUBMIT SAMPLE OF THE SIGN FOR REVIEW AND APPROVAL BY COUNTY PRIOR TO FABRICATION PER SPECIFICATIONS.

REGULATORY SIGNS SHALL BE NO LESS THAN 17" BY 22" IN SIZE AS SHOWN, WITH LETTERING NOT LESS THAN 1" IN HEIGHT.

CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON

INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE REPORT AT THE TIME OF PREPARATION OF THESE DOCUMENTS.

B
3 4
5 6
7 8
9 C
D
E
1 3
4 7'-0" MIN. CLEARANCE REQUIRED TO BOTTOM OF SIGNAGE
SCALE: 3/4" = 1'-0"

SECTION - ACCESSIBLE PARKING SIGNAGE
1'-0"
6"
2"
2'-0"
6 2'-6"
18" DIA.
2 A
C
5 7
18" MIN.

ADA PARKING SIGN
(USED ON ALL ADA STALLS, INCLUDING VAN)
CALTRANS STD. SIGN #R99C
ADA ADDITIONAL PARKING SIGN PER CBC 11B-502.8. INSTALL
ON WALL/FENCE, LOCATION PER ENLARGEMENT SHEET T-1.03.

ADA VAN PARKING SIGN
(USED ONLY ON VAN ACCESSIBLE STALLS, INSTALLED
BELOW ADA PARKING SIGN) CALTRANS STD. SIGN #R7-8B
SIGNAGE TYPE:

A
B
C
B
22" MIN.
17" MIN.

UNAUTHORIZED VEHICLES

PARKED IN DESIGNATED

ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING

PLACARDS OR SPECIAL

LICENSE PLATES ISSUED FOR

PERSONS WITH DISABILITIES

MAY BE TOWED AWAY AT
OWNER'S EXPENSE.

TOWED VEHICLES MAY BE

RECLAIMED AT
(INSERT ADDRESS)

OR BY TELEPHONING
(INSERT TELEPHONE NUMBER)
SCALE: 1/2" = 1'-0"

SECTION - CONCRETE BLOCK PERIMETER WALL
4 3
18" MIN.
4"
15"
EQ.