e 016306 n 003205 a 02 t DOM i WI s 11,348
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Account 00510099 Base Currency = USD
CITY OF HEMET
MATURITY DATE: 08/31/2027
RATE: 3.125%
MOODY'S Aa1
700,000.000 TOYOTA MOTOR CREDIT CORP 100.28400 701,988.00 701,855.00 100.26500 14,632.92 30,450.00 4.34% CUSIP: 89236TMS1
MATURITY DATE: 10/08/2027
RATE: 4.350%
MOODY'S A1
S&P A+
700,000.000 CATERPILLAR FINANCIAL SERVICES CORP 100.46800 703,276.00 705,320.00 100.76000 14,202.22 30,800.00 4.38% CUSIP: 14913UAR1
MATURITY DATE: 10/15/2027
RATE: 4.400%
MOODY'S A2
S&P A
1,875,000.000 UNITED STATES TREASURY NOTE/BOND 97.50800 1,828,275.00 1,776,782.22 94.76172 15,965.99 42,187.50 2.31% CUSIP: 9128283F5
MATURITY DATE: 11/15/2027
RATE: 2.250%
MOODY'S Aa1
2,125,000.000 UNITED STATES TREASURY NOTE/BOND 100.42600 2,134,052.50 2,119,189.46 99.72656 33,173.77 87,656.25 4.11% CUSIP: 91282CLX7
MATURITY DATE: 11/15/2027
RATE: 4.125%
MOODY'S Aa1
1,225,000.000 UNITED STATES TREASURY NOTE/BOND 100.05100 1,225,624.75 1,224,904.30 99.99219 15,909.86 47,468.75 3.87% CUSIP: 91282CFZ9
MATURITY DATE: 11/30/2027
RATE: 3.875%
MOODY'S Aa1
2,125,000.000 UNITED STATES TREASURY NOTE/BOND 100.26200 2,130,567.50 2,112,133.79 99.39453 24,986.26 85,000.00 3.99% CUSIP: 91282CMB4
MATURITY DATE: 12/15/2027
RATE: 4.000%
MOODY'S Aa1
1,875,000.000 UNITED STATES TREASURY NOTE/BOND 100.69900 1,888,106.25 1,872,070.31 99.84375 16,729.97 79,687.50 4.22% CUSIP: 91282CMF5
MATURITY DATE: 01/15/2028
RATE: 4.250%
MOODY'S Aa1
1,420,000.000 UNITED STATES TREASURY NOTE/BOND 100.32400 1,424,600.80 1,426,378.91 100.44922 4,939.13 56,800.00 3.99% CUSIP: 91282CGP0
MATURITY DATE: 02/29/2028
RATE: 4.000%
MOODY'S Aa1
1,420,000.000 UNITED STATES TREASURY NOTE/BOND 100.10600 1,421,505.20 1,422,662.50 100.18750 2,541.92 55,025.00 3.87% CUSIP: 91282CMS7
MATURITY DATE: 03/15/2028
RATE: 3.875%
MOODY'S Aa1
e 016306 n 003205 a 02 t DOM i WI s 11,349
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Account 00510099 Base Currency = USD
CITY OF HEMET
1,420,000.000 UNITED STATES TREASURY NOTE/BOND 99.63300 1,414,788.60 1,412,511.72 99.47266 140.64 51,475.00 3.64% CUSIP: 91282CGT2
MATURITY DATE: 03/31/2028
RATE: 3.625%
MOODY'S Aa1
2,050,000.000 UNITED STATES TREASURY NOTE/BOND 99.85600 2,047,048.00 2,035,185.54 99.27734 35,480.77 76,875.00 3.76% CUSIP: 91282CMW8
MATURITY DATE: 04/15/2028
RATE: 3.750%
MOODY'S Aa1
700,000.000 UNITED STATES TREASURY NOTE/BOND 99.36700 695,569.00 697,976.56 99.71094 10,287.29 24,500.00 3.52% CUSIP: 91282CHA2
MATURITY DATE: 04/30/2028
RATE: 3.500%
MOODY'S Aa1
1,925,000.000 UNITED STATES TREASURY NOTE/BOND 99.59800 1,917,261.50 1,911,840.82 99.31641 23,388.22 69,781.25 3.64% CUSIP: 91282CHE4
MATURITY DATE: 05/31/2028
RATE: 3.625%
MOODY'S Aa1
1,925,000.000 UNITED STATES TREASURY NOTE/BOND 100.12900 1,927,483.25 1,925,676.76 100.03516 21,927.28 74,593.75 3.87% CUSIP: 91282CNH0
MATURITY DATE: 06/15/2028
RATE: 3.875%
MOODY'S Aa1
1,900,000.000 UNITED STATES TREASURY NOTE/BOND 100.11300 1,902,147.00 1,909,574.22 100.50391 15,457.18 73,625.00 3.87% CUSIP: 91282CNM9
MATURITY DATE: 07/15/2028
RATE: 3.875%
MOODY'S Aa1
2,900,000.000 UNITED STATES TREASURY NOTE/BOND 99.56600 2,887,414.00 2,905,664.06 100.19531 13,068.02 105,125.00 3.64% CUSIP: 91282CNU1
MATURITY DATE: 08/15/2028
RATE: 3.625%
600,000.000 UNITED STATES TREASURY NOTE/BOND 98.95700 593,742.00 597,070.31 99.51172 935.46 20,250.00 3.41% CUSIP: 91282CNY3
MATURITY DATE: 09/15/2028
RATE: 3.375%
1,800,000.000 UNITED STATES TREASURY NOTE/BOND 98.25000 1,768,500.00 1,773,562.50 98.53125 21,287.98 56,250.00 3.18% CUSIP: 9128285M8
MATURITY DATE: 11/15/2028
RATE: 3.125%
MOODY'S Aa1
2,750,000.000 UNITED STATES TREASURY NOTE/BOND 99.18000 2,727,450.00 2,747,851.56 99.92187 36,426.10 96,250.00 3.53% CUSIP: 91282CPK1
MATURITY DATE: 11/15/2028
RATE: 3.500%
1,850,000.000 UNITED STATES TREASURY NOTE/BOND 101.37100 1,875,363.50 1,887,578.13 102.03125 27,127.40 80,937.50 4.32% CUSIP: 91282CJN2
MATURITY DATE: 11/30/2028
e 016306 n 003205 a 02 t DOM i WI s 11,350
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Statement of Transactions by Transaction Date
Account 00510099 Base Currency = USD
CITY OF HEMET
RATE: 4.375%
MOODY'S Aa1
1,825,000.000 UNITED STATES TREASURY NOTE/BOND 99.16400 1,809,743.00 1,823,716.80 99.92969 18,776.44 63,875.00 3.53% CUSIP: 91282CPP0
MATURITY DATE: 12/15/2028
RATE: 3.500%
MOODY'S Aa1
2,500,000.000 UNITED STATES TREASURY NOTE/BOND 99.10900 2,477,725.00 2,476,367.19 99.05469 4,042.12 87,500.00 3.53% CUSIP: 91282CQE4
MATURITY DATE: 03/15/2029
RATE: 3.500%
MOODY'S Aa1
2,500,000.000 UNITED STATES TREASURY NOTE/BOND 97.21100 2,430,275.00 2,429,296.88 97.17188 30,179.56 71,875.00 2.96% CUSIP: 91282CEM9
MATURITY DATE: 04/30/2029
RATE: 2.875%
MOODY'S Aa1
152,477.430 BNY MELLON CASH RESERVE 1.00000 152,477.43 152,477.43 1.00000 0.00 0.00 0.00% CUSIP: X9USDBMCR
CASH BALANCE 25,737.50 25,737.50 0.00000 0.00 0.00 0.00% Total Market Value Plus Total Accrued Income 55,614,783.64 03/02/26 Interest 28,906.25 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 3.125% MATURITY: 08/31/27
TRADE DATE 02/28/26 SET/DATE 02/28/26
CUSIP 91282CFH9
1,850,000.000 SHARES
03/02/26 Interest 28,400.00 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 4.000% MATURITY: 02/29/28
Total FIXED INCOME 54,900,978.35 54,698,279.84 535,590.36 2,029,250.00 3.70%
CASH AND SHORT TERM
Total CASH AND SHORT TERM 178,214.93 178,214.93 0.00 0.00 0.00% ACCOUNT TOTALS 55,079,193.28 54,876,494.77 535,590.36 2,029,250.00 3.68% 03/01/26 ACCOUNT OPENING PERIOD BALANCE 261,650.63- 261,650.63 54,801,269.58
e 016306 n 003205 a 02 t DOM i WI s 11,351
15.B.
Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Transactions by Transaction Date - Continued Account 00510099 Base Currency = USD
CITY OF HEMET
TRADE DATE 02/28/26 SET/DATE 02/28/26
CUSIP 91282CGP0
1,420,000.000 SHARES
03/02/26 Interest 6.44 0.00 0.00 0.00
BNY MELLON CASH RESERVE
TRADE DATE 03/02/26 SET/DATE 03/02/26
CUSIP X9USDBMCR
03/06/26 Cash Debit 57,312.69- 0.00 0.00 0.00 BNF: CITY OF HEMET NOTPROVIDED
DETAIL: WEEKLY INTEREST WIRE ATTN:
ACCOUNTI
DETAIL: NG MANAGER WEEKLY INTEREST
WIREATTN
A/C WITH: WELLS FARG
O BANK, N.A. 94105,CA,US
03/09/26 Interest 13,218.75 0.00 0.00 0.00
JOHN DEERE CAPITAL CORP
RATE: 2.350% MATURITY: 03/08/27
TRADE DATE 03/08/26 SET/DATE 03/08/26
CUSIP 24422EWD7
1,125,000.000 SHARES
03/13/26 Cash Debit 13,218.75- 0.00 0.00 0.00 BNF: CITY OF HEMET NOTPROVIDED
DETAIL: WEEKLY INTEREST WIRE ATTN:
ACCOUNTI
DETAIL: NG MANAGER WEEKLY INTEREST
WIREATTN
A/C WITH: WELLS FARG
O BANK, N.A. 94105,CA,US
03/16/26 Interest 34,000.00 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 4.250% MATURITY: 03/15/27
TRADE DATE 03/15/26 SET/DATE 03/15/26
CUSIP 91282CKE0
1,600,000.000 SHARES
03/16/26 Interest 27,512.50 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
03/02/26 ACCOUNT CLOSING DAILY BALANCE 204,337.94- 261,650.63 54,801,269.58 0.00 03/06/26 ACCOUNT CLOSING DAILY BALANCE 261,650.63- 261,650.63 54,801,269.58 0.00 03/09/26 ACCOUNT CLOSING DAILY BALANCE 248,431.88- 261,650.63 54,801,269.58 0.00 03/13/26 ACCOUNT CLOSING DAILY BALANCE 261,650.63- 261,650.63 54,801,269.58 0.00
e 016306 n 003205 a 02 t DOM i WI s 11,352
15.B.
Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Transactions by Transaction Date - Continued Account 00510099 Base Currency = USD
CITY OF HEMET
RATE: 3.875% MATURITY: 03/15/28
TRADE DATE 03/15/26 SET/DATE 03/15/26
CUSIP 91282CMS7
1,420,000.000 SHARES
03/16/26 Interest 10,125.00 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 3.375% MATURITY: 09/15/28
TRADE DATE 03/15/26 SET/DATE 03/15/26
CUSIP 91282CNY3
600,000.000 SHARES
03/20/26 Cash Debit 71,637.50- 0.00 0.00 0.00 BNF: CITY OF HEMET NOTPROVIDED
DETAIL: WEEKLY INTEREST WIRE ATTN:
ACCOUNTI
DETAIL: NG MANAGER WEEKLY INTEREST
WIREATTN
A/C WITH: WELLS FARG
O BANK, N.A. 94105,CA,US
03/31/26 Purchase 29,981.01- 2,429,296.88- 2,429,296.88 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 2.875% MATURITY: 04/30/29
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CEM9
2,500,000.000 SHARES
03/31/26 Purchase 3,804.35- 2,476,367.19- 2,476,367.19 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 3.500% MATURITY: 03/15/29
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CQE4
2,500,000.000 SHARES
03/31/26 Sale 4,033.84 1,455,755.86 1,431,902.34- 23,853.52
UNITED STATES TREASURY NOTE/BOND
RATE: 2.250% MATURITY: 02/15/27
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 912828V98
1,475,000.000 SHARES
03/31/26 Sale 8,022.10 1,604,875.00 1,576,937.50- 27,937.50
UNITED STATES TREASURY NOTE/BOND
RATE: 4.125% MATURITY: 02/15/27
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CKA8
1,600,000.000 SHARES
03/31/26 Sale 1,478.26 803,843.75 791,156.25- 12,687.50 03/16/26 ACCOUNT CLOSING DAILY BALANCE 190,013.13- 261,650.63 54,801,269.58 0.00 03/20/26 ACCOUNT CLOSING DAILY BALANCE 261,650.63- 261,650.63 54,801,269.58 0.00
e 016306 n 003205 a 02 t DOM i WI s 11,353
15.B.
Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Transactions by Transaction Date - Continued Account 00510099 Base Currency = USD
CITY OF HEMET
UNITED STATES TREASURY NOTE/BOND
RATE: 4.250% MATURITY: 03/15/27
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CKE0
800,000.000 SHARES
03/31/26 Sale 6,958.37 1,037,951.37 1,039,649.41- 1,698.04-
UNITED STATES TREASURY NOTE/BOND
RATE: 4.125% MATURITY: 01/31/27
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CMH1
1,035,000.000 SHARES
03/31/26 Sale 0.00 16,530.88 16,530.88- 0.00
BNY MELLON CASH RESERVE
TRADE DATE 03/31/26 SET/DATE 03/31/26
CUSIP X9USDBMCR
16,530.880 SHARES
03/31/26 Interest 25,737.50 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 3.625% MATURITY: 03/31/28
TRADE DATE 03/31/26 SET/DATE 03/31/26
CUSIP 91282CGT2
1,420,000.000 SHARES
Cumulative realized capital gain and loss position from 12/31/2025 for securities held in principal of account:
Short Term: 1,355.85-* Long Term: 91,665.24 * * The above gain and loss position does not include transactions where tax cost information is incomplete or unavailable. 03/31/26 ACCOUNT CLOSING DAILY BALANCE 249,205.92- 274,943.42 54,850,757.27 62,780.48 03/31/26 ACCOUNT CLOSING PERIOD BALANCE 249,205.92- 274,943.42 54,850,757.27 62,780.48
e 016306 n 003205 a 02 t DOM i WI s 11,354
15.B.
Current Period Year-to-Date
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CLIENT SERVICE MANAGER: DEAN KOZUSKO
Percent of all
Investments Asset Classification Market Value 100% TOTAL OF ALL INVESTMENTS 34,920,201 .24
Estimated Market
Asset Classification Market Value Cost Accrued Income Annual Income Yield ACCOUNT TOTALS 34,920,201 .24 34,513,981 .46 286,129 .48 1,134,925 .00 3.25 % Realized
Transaction Category Income Principal Gains/Losses Income Principal OPENING BALANCE 59,987.74 - 59,987.74 934.47 - 62,665.72 Account Statement
Account Overview
Summary of Assets Held by Asset Classification
Summary of Cash Transactions by Transaction Category
Statement Period 03/01/2026 Through 03/31/2026
Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
4655 SALISBURY ROAD, SUIT
JACKSONVILLE , FL 32256
9049984710
[email protected]
100% FIXED INCOME 34,769,571 .55
<1% CASH AND SHORT TERM 150,629.69
FIXED INCOME 34,769,571 .55 34,363,351 .77 286,129 .48 1,134,925 .00 3.26 % CASH AND SHORT TERM 150,629.69 150,629.69 0.00 0.00 0.00 % INTEREST 121,832.61 0.00 0.00 221,966.15 0.00 MUNICIPAL BOND INTEREST 14,315.00 0.00 0.00 14,315.00 0.00 SALES AND REDEMPTIONS 2,294.20 1,837,761 .22 67,880.87 13,546.79 2,990,217 .31
e 032618 n 019517 a 02 t DOM i WI s 83,825
15.B.
Current Period Year-to-Date
Realized
Transaction Category Income Principal Gains/Losses Income Principal CLOSING BALANCE 20,971.82 - 63,053.07 67,880.87 20,971.82 - 63,053.07 Statement Period 03/01/2026 Through 03/31/2026
Summary of Cash Transactions by Transaction Category - Continued OTHER CASH DISBURSEMENTS 94,061.88 - 0.00 0.00 255,868.77 - 0.00 PURCHASES 5,364.01 - 1,834,695 .89 - 0.00 13,996.52 - 2,989,829 .96 - The above cash transactions summary is provided for information purposes only and may not reflect actual taxable income or deductible expenses as reportable under the Internal Revenue Code.
Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
e 032618 n 019517 a 02 t DOM i WI s 83,826
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification
Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
1,000,000.000 MARYLAND COMMUNITY DEVELOPMENT 99.56700 995,670.00 1,019,370.00 101.93700 2,385.83 28,630.00 2.88%
ADMINISTRATION
CUSIP: 57419RD28
MATURITY DATE: 09/01/2026
RATE: 2.863%
MOODY'S Aa1
700,000.000 APPLE INC 99.25600 694,792.00 667,786.00 95.39800 797.22 14,350.00 2.07% CUSIP: 037833DN7
MATURITY DATE: 09/11/2026
RATE: 2.050%
MOODY'S Aaa
S&P AA+
425,000.000 JOHN DEERE CAPITAL CORP 98.41700 418,272.25 408,072.25 96.01700 638.09 9,987.50 2.39% CUSIP: 24422EWD7
MATURITY DATE: 03/08/2027
RATE: 2.350%
MOODY'S A1
S&P A
1,475,000.000 UNITED STATES TREASURY NOTE/BOND 98.92700 1,459,173.25 1,456,043.94 98.71484 17,031.77 40,562.50 2.78% CUSIP: 91282CEN7
MATURITY DATE: 04/30/2027
RATE: 2.750%
MOODY'S Aa1
885,000.000 UNITED STATES TREASURY NOTE/BOND 100.67600 890,982.60 906,606.45 102.44141 8,128.80 38,718.75 4.35% CUSIP: 91282CKZ3
MATURITY DATE: 07/15/2027
RATE: 4.375%
MOODY'S Aa1
575,000.000 UNITED STATES TREASURY NOTE/BOND 97.88700 562,850.25 536,367.19 93.28125 1,608.25 12,937.50 2.30% CUSIP: 9128282R0
MATURITY DATE: 08/15/2027
RATE: 2.250%
MOODY'S Aa1
600,000.000 FEDERAL FARM CREDIT BANKS FUNDING CORP 98.86500 593,190.00 594,384.00 99.06400 2,141.33 17,520.00 2.95% CUSIP: 3133ENG87
MATURITY DATE: 08/17/2027
RATE: 2.920%
MOODY'S Aa1
S&P AA+
1,400,000.000 UNITED STATES TREASURY NOTE/BOND 100.42600 1,405,964.00 1,410,007.81 100.71484 21,855.66 57,750.00 4.11% CUSIP: 91282CLX7
MATURITY DATE: 11/15/2027
RATE: 4.125%
MOODY'S Aa1
800,000.000 UNITED STATES TREASURY NOTE/BOND 94.60900 756,872.00 689,218.75 86.15234 1,256.91 5,000.00 0.66% CUSIP: 91282CBB6
MATURITY DATE: 12/31/2027
RATE: 0.625%
MOODY'S Aa1
FIXED INCOME
e 032618 n 019517 a 02 t DOM i WI s 83,827
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
1,350,000.000 UNITED STATES TREASURY NOTE/BOND 100.06300 1,350,850.50 1,362,814.45 100.94922 13,150.38 52,312.50 3.87% CUSIP: 91282CGC9
MATURITY DATE: 12/31/2027
RATE: 3.875%
MOODY'S Aa1
1,160,000.000 UNITED STATES TREASURY NOTE/BOND 94.58200 1,097,151.20 1,013,731.25 87.39063 1,441.99 8,700.00 0.79% CUSIP: 91282CBJ9
MATURITY DATE: 01/31/2028
RATE: 0.750%
MOODY'S Aa1
1,350,000.000 UNITED STATES TREASURY NOTE/BOND 99.42200 1,342,197.00 1,341,826.17 99.39453 7,831.49 47,250.00 3.52% CUSIP: 91282CGH8
MATURITY DATE: 01/31/2028
RATE: 3.500%
MOODY'S Aa1
1,400,000.000 UNITED STATES TREASURY NOTE/BOND 99.36700 1,391,138.00 1,386,109.38 99.00781 20,574.59 49,000.00 3.52% CUSIP: 91282CHA2
MATURITY DATE: 04/30/2028
RATE: 3.500%
MOODY'S Aa1
365,000.000 UNITED STATES TREASURY NOTE/BOND 98.09000 358,028.50 347,976.17 95.33594 3,971.39 10,493.75 2.93% CUSIP: 9128284N7
MATURITY DATE: 05/15/2028
RATE: 2.875%
MOODY'S Aa1
1,215,000.000 UNITED STATES TREASURY NOTE/BOND 93.76600 1,139,256.90 1,066,399.80 87.76953 2,013.81 12,150.00 1.07% CUSIP: 91282CCR0
MATURITY DATE: 07/31/2028
RATE: 1.000%
MOODY'S Aa1
425,000.000 UNITED STATES TREASURY NOTE/BOND 100.68000 427,890.00 418,077.15 98.37109 2,905.73 17,531.25 4.10% CUSIP: 91282CHQ7
MATURITY DATE: 07/31/2028
RATE: 4.125%
MOODY'S Aa1
1,000,000.000 UNITED STATES TREASURY NOTE/BOND 101.24200 1,012,420.00 1,020,156.25 102.01563 3,804.35 43,750.00 4.32% CUSIP: 91282CHX2
MATURITY DATE: 08/31/2028
RATE: 4.375%
MOODY'S Aa1
1,200,000.000 UNITED STATES TREASURY NOTE/BOND 93.90600 1,126,872.00 1,061,531.25 88.46094 40.98 15,000.00 1.33% CUSIP: 91282CCY5
MATURITY DATE: 09/30/2028
RATE: 1.250%
MOODY'S Aa1
1,000,000.000 UNITED STATES TREASURY NOTE/BOND 102.54300 1,025,430.00 1,042,851.56 104.28516 20,469.61 48,750.00 4.75% CUSIP: 91282CJF9
MATURITY DATE: 10/31/2028
RATE: 4.875%
MOODY'S Aa1
e 032618 n 019517 a 02 t DOM i WI s 83,828
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
875,000.000 UNITED STATES TREASURY NOTE/BOND 101.14500 885,018.75 865,463.87 98.91016 3,233.70 37,187.50 4.20% CUSIP: 91282CKD2
MATURITY DATE: 02/28/2029
RATE: 4.250%
MOODY'S Aa1
225,000.000 UNITED STATES TREASURY NOTE/BOND 97.21100 218,724.75 208,705.08 92.75781 2,716.16 6,468.75 2.96% CUSIP: 91282CEM9
MATURITY DATE: 04/30/2029
RATE: 2.875%
MOODY'S Aa1
875,000.000 UNITED STATES TREASURY NOTE/BOND 102.25400 894,722.50 879,956.05 100.56641 16,992.40 40,468.75 4.52% CUSIP: 91282CKP5
MATURITY DATE: 04/30/2029
RATE: 4.625%
MOODY'S Aa1
900,000.000 UNITED STATES TREASURY NOTE/BOND 101.93000 917,370.00 913,816.41 101.53516 13,574.18 40,500.00 4.41% CUSIP: 91282CKT7
MATURITY DATE: 05/31/2029
RATE: 4.500%
MOODY'S Aa1
900,000.000 UNITED STATES TREASURY NOTE/BOND 101.21100 910,899.00 903,726.56 100.41406 9,615.33 38,250.00 4.20% CUSIP: 91282CKX8
MATURITY DATE: 06/30/2029
RATE: 4.250%
MOODY'S Aa1
350,000.000 UNITED STATES TREASURY NOTE/BOND 100.44900 351,571.50 348,783.20 99.65234 2,320.44 14,000.00 3.98% CUSIP: 91282CLC3
MATURITY DATE: 07/31/2029
RATE: 4.000%
MOODY'S Aa1
525,000.000 UNITED STATES TREASURY NOTE/BOND 93.06300 488,580.75 482,610.35 91.92578 1,060.51 8,531.25 1.75% CUSIP: 912828YB0
MATURITY DATE: 08/15/2029
RATE: 1.625%
MOODY'S Aa1
350,000.000 PACCAR FINANCIAL CORP 99.30000 347,550.00 345,628.97 98.75113 194.44 14,000.00 4.03% CUSIP: 69371RT48
MATURITY DATE: 09/26/2029
RATE: 4.000%
MOODY'S A1
S&P A+
1,100,000.000 UNITED STATES TREASURY NOTE/BOND 100.82400 1,109,064.00 1,093,597.66 99.41797 19,052.49 45,375.00 4.09% CUSIP: 91282CLR0
MATURITY DATE: 10/31/2029
RATE: 4.125%
MOODY'S Aa1
350,000.000 UNITED STATES TREASURY NOTE/BOND 92.93800 325,283.00 312,115.23 89.17578 2,318.02 6,125.00 1.88% CUSIP: 912828YS3
MATURITY DATE: 11/15/2029
RATE: 1.750%
e 032618 n 019517 a 02 t DOM i WI s 83,829
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
MOODY'S Aa1
1,300,000.000 UNITED STATES TREASURY NOTE/BOND 100.83200 1,310,816.00 1,286,644.53 98.97266 17,973.21 53,625.00 4.09% CUSIP: 91282CMA6
MATURITY DATE: 11/30/2029
RATE: 4.125%
MOODY'S Aa1
720,000.000 UNITED STATES TREASURY NOTE/BOND 99.94900 719,632.80 717,750.00 99.68750 7,013.54 27,900.00 3.88% CUSIP: 91282CGB1
MATURITY DATE: 12/31/2029
RATE: 3.875%
MOODY'S Aa1
450,000.000 UNITED STATES TREASURY NOTE/BOND 98.97300 445,378.50 449,736.33 99.94141 44.57 16,312.50 3.66% CUSIP: 91282CGS4
MATURITY DATE: 03/31/2030
RATE: 3.625%
MOODY'S Aa1
290,000.000 UNITED STATES TREASURY NOTE/BOND 100.36700 291,064.30 290,611.72 100.21094 31.69 11,600.00 3.99% CUSIP: 91282CMU2
MATURITY DATE: 03/31/2030
RATE: 4.000%
MOODY'S Aa1
350,000.000 UNITED STATES TREASURY NOTE/BOND 98.48100 344,683.50 340,238.28 97.21094 5,143.65 12,250.00 3.55% CUSIP: 91282CGZ8
MATURITY DATE: 04/30/2030
RATE: 3.500%
MOODY'S Aa1
625,000.000 UNITED STATES TREASURY NOTE/BOND 99.89800 624,362.50 622,436.52 99.58984 10,169.20 24,218.75 3.88% CUSIP: 91282CMZ1
MATURITY DATE: 04/30/2030
RATE: 3.875%
MOODY'S Aa1
425,000.000 UNITED STATES TREASURY NOTE/BOND 87.60600 372,325.50 362,843.75 85.37500 1,005.27 2,656.25 0.71% CUSIP: 912828ZQ6
MATURITY DATE: 05/15/2030
RATE: 0.625%
MOODY'S Aa1
700,000.000 UNITED STATES TREASURY NOTE/BOND 100.35200 702,464.00 707,109.38 101.01563 9,384.62 28,000.00 3.99% CUSIP: 91282CNG2
MATURITY DATE: 05/31/2030
RATE: 4.000%
MOODY'S Aa1
500,000.000 UNITED STATES TREASURY NOTE/BOND 99.84400 499,220.00 504,531.25 100.90625 3,211.33 19,375.00 3.88% CUSIP: 91282CNN7
MATURITY DATE: 07/31/2030
RATE: 3.875%
MOODY'S Aa1
550,000.000 UNITED STATES TREASURY NOTE/BOND 86.85600 477,708.00 475,041.02 86.37109 427.31 3,437.50 0.72% CUSIP: 91282CAE1
MATURITY DATE: 08/15/2030
RATE: 0.625%
e 032618 n 019517 a 02 t DOM i WI s 83,830
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
MOODY'S Aa1
250,000.000 UNITED STATES TREASURY NOTE/BOND 100.77700 251,942.50 255,107.42 102.04297 896.74 10,312.50 4.09% CUSIP: 91282CHW4
MATURITY DATE: 08/31/2030
RATE: 4.125%
MOODY'S Aa1
825,000.000 UNITED STATES TREASURY NOTE/BOND 98.78100 814,943.25 820,359.38 99.43750 2,600.54 29,906.25 3.67% CUSIP: 91282CNX5
MATURITY DATE: 08/31/2030
RATE: 3.625%
MOODY'S Aa1
675,000.000 UNITED STATES TREASURY NOTE/BOND 103.89800 701,311.50 706,587.89 104.67969 13,816.99 32,906.25 4.69% CUSIP: 91282CJG7
MATURITY DATE: 10/31/2030
RATE: 4.875%
MOODY'S Aa1
500,000.000 UNITED STATES TREASURY NOTE/BOND 87.16400 435,820.00 437,441.41 87.48828 1,655.73 4,375.00 1.00% CUSIP: 91282CAV3
MATURITY DATE: 11/15/2030
RATE: 0.875%
MOODY'S Aa1
450,000.000 UNITED STATES TREASURY NOTE/BOND 98.65200 443,934.00 448,488.28 99.66406 4,100.66 16,312.50 3.67% CUSIP: 91282CPR6
MATURITY DATE: 12/31/2030
RATE: 3.625%
MOODY'S Aa1
650,000.000 UNITED STATES TREASURY NOTE/BOND 87.67200 569,868.00 569,359.38 87.59375 909.01 7,312.50 1.28% CUSIP: 91282CBL4
MATURITY DATE: 02/15/2031
RATE: 1.125%
MOODY'S Aa1
1,250,000.000 UNITED STATES TREASURY NOTE/BOND 101.30500 1,266,312.50 1,265,332.03 101.22656 4,619.57 53,125.00 4.20% CUSIP: 91282CKC4
MATURITY DATE: 02/28/2031
RATE: 4.250%
MOODY'S Aa1
108,548.440 BNY MELLON CASH RESERVE 1.00000 108,548.44 108,548.44 1.00000 0.00 0.00 0.00% CUSIP: X9USDBMCR
CASH BALANCE 42,081.25 42,081.25 0.00000 0.00 0.00 0.00% Total FIXED INCOME 34,769,571.55 34,363,351.77 286,129.48 1,134,925.00 3.26%
CASH AND SHORT TERM
Total CASH AND SHORT TERM 150,629.69 150,629.69 0.00 0.00 0.00% ACCOUNT TOTALS 34,920,201.24 34,513,981.46 286,129.48 1,134,925.00 3.25%
e 032618 n 019517 a 02 t DOM i WI s 83,831
15.B.
Accrued Estimated Market
Shares/Par Value Asset Description Market Price Market Value Cost Average Cost Income Income Yield Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Assets Held by Asset Classification - Continued Statement of Transactions by Transaction Date
Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
Total Market Value Plus Total Accrued Income 35,206,330.72 03/02/26 Interest 14,315.00 0.00 0.00 0.00
MARYLAND COMMUNITY DEVELOPMENT
ADMINISTRATION
RATE: 2.863% MATURITY: 09/01/26
TRADE DATE 03/01/26 SET/DATE 03/01/26
CUSIP 57419RD28
1,000,000.000 SHARES
03/02/26 Interest 5,156.25 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 4.125% MATURITY: 08/31/30
TRADE DATE 02/28/26 SET/DATE 02/28/26
CUSIP 91282CHW4
250,000.000 SHARES
03/02/26 Interest 21,875.00 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 4.375% MATURITY: 08/31/28
TRADE DATE 02/28/26 SET/DATE 02/28/26
CUSIP 91282CHX2
1,000,000.000 SHARES
03/02/26 Interest 18,593.75 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 4.250% MATURITY: 02/28/29
TRADE DATE 02/28/26 SET/DATE 02/28/26
CUSIP 91282CKD2
875,000.000 SHARES
03/02/26 Interest 14,953.13 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 3.625% MATURITY: 08/31/30
TRADE DATE 02/28/26 SET/DATE 02/28/26
CUSIP 91282CNX5
825,000.000 SHARES
03/02/26 Interest 4.48 0.00 0.00 0.00
BNY MELLON CASH RESERVE
TRADE DATE 03/02/26 SET/DATE 03/02/26
CUSIP X9USDBMCR
03/01/26 ACCOUNT OPENING PERIOD BALANCE 59,987.74- 59,987.74 34,407,084.67 03/02/26 ACCOUNT CLOSING DAILY BALANCE 14,909.87 59,987.74 34,407,084.67 0.00
e 032618 n 019517 a 02 t DOM i WI s 83,832
15.B.
Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Transactions by Transaction Date - Continued Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
03/03/26 Purchase 0.00 4.48- 4.48 0.00
BNY MELLON CASH RESERVE
TRADE DATE 03/03/26 SET/DATE 03/03/26
CUSIP X9USDBMCR
4.480 SHARES
03/06/26 Cash Debit 74,893.13- 0.00 0.00 0.00 BNF: CITY OF HEMET NOTPROVIDED
DETAIL: 3/06/2026 ATTENTION: ACCOUNTING
MAN
DETAIL: AGER 3/06/2026ATTENTION:
ACCOUNTING
A/C WITH: WELLS FARG
O BANK, N.A. 94105,CA,US
03/09/26 Interest 4,993.75 0.00 0.00 0.00
JOHN DEERE CAPITAL CORP
RATE: 2.350% MATURITY: 03/08/27
TRADE DATE 03/08/26 SET/DATE 03/08/26
CUSIP 24422EWD7
425,000.000 SHARES
03/11/26 Interest 7,175.00 0.00 0.00 0.00
APPLE INC
RATE: 2.050% MATURITY: 09/11/26
TRADE DATE 03/11/26 SET/DATE 03/11/26
CUSIP 037833DN7
700,000.000 SHARES
03/13/26 Cash Debit 12,168.75- 0.00 0.00 0.00 BNF: CITY OF HEMET NOTPROVIDED
DETAIL: 3/13/2026 ATTENTION: ACCOUNTING
MAN
DETAIL: AGER 3/13/2026ATTENTION:
ACCOUNTING
A/C WITH: WELLS FARG
O BANK, N.A. 94105,CA,US
03/26/26 Interest 7,000.00 0.00 0.00 0.00 03/03/26 ACCOUNT CLOSING DAILY BALANCE 14,909.87 59,983.26 34,407,089.15 0.00 03/06/26 ACCOUNT CLOSING DAILY BALANCE 59,983.26- 59,983.26 34,407,089.15 0.00 03/09/26 ACCOUNT CLOSING DAILY BALANCE 54,989.51- 59,983.26 34,407,089.15 0.00 03/11/26 ACCOUNT CLOSING DAILY BALANCE 47,814.51- 59,983.26 34,407,089.15 0.00 03/13/26 ACCOUNT CLOSING DAILY BALANCE 59,983.26- 59,983.26 34,407,089.15 0.00
e 032618 n 019517 a 02 t DOM i WI s 83,833
15.B.
Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Transactions by Transaction Date - Continued Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
PACCAR FINANCIAL CORP
RATE: 4.000% MATURITY: 09/26/29
TRADE DATE 03/26/26 SET/DATE 03/26/26
CUSIP 69371RT48
350,000.000 SHARES
03/27/26 Cash Debit 7,000.00- 0.00 0.00 0.00 BNF: CITY OF HEMET NOTPROVIDED
DETAIL: 3/27/2026 ATTENTION: ACCOUNTING
MAN
DETAIL: AGER 3/27/2026ATTENTION:
ACCOUNTING
A/C WITH: WELLS FARG
O BANK, N.A. 94105,SAN FRANCISCO,US
03/31/26 Purchase 888.81- 569,359.38- 569,359.38 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 1.125% MATURITY: 02/15/31
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CBL4
650,000.000 SHARES
03/31/26 Purchase 4,475.20- 1,265,332.03- 1,265,332.03 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 4.250% MATURITY: 02/28/31
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CKC4
1,250,000.000 SHARES
03/31/26 Sale 0.00 1,629,503.91 1,562,021.48- 67,482.43
UNITED STATES TREASURY NOTE/BOND
RATE: 2.500% MATURITY: 03/31/27
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CEF4
1,650,000.000 SHARES
03/31/26 Sale 2,294.20 197,828.13 197,429.69- 398.44
UNITED STATES TREASURY NOTE/BOND
RATE: 2.750% MATURITY: 04/30/27
TRADE DATE 03/30/26 SET/DATE 03/31/26
CUSIP 91282CEN7
200,000.000 SHARES
03/31/26 Sale 0.00 10,429.18 10,429.18- 0.00
BNY MELLON CASH RESERVE
TRADE DATE 03/31/26 SET/DATE 03/31/26
CUSIP X9USDBMCR
10,429.180 SHARES
03/31/26 Interest 7,500.00 0.00 0.00 0.00 03/26/26 ACCOUNT CLOSING DAILY BALANCE 52,983.26- 59,983.26 34,407,089.15 0.00 03/27/26 ACCOUNT CLOSING DAILY BALANCE 59,983.26- 59,983.26 34,407,089.15 0.00
e 032618 n 019517 a 02 t DOM i WI s 83,834
15.B.
Realized
Transaction Date Transaction Description Income Principal Cost Gains/Losses Statement Period 03/01/2026 Through 03/31/2026
Statement of Transactions by Transaction Date - Continued Account 00255108 Base Currency = USD
CITY OF HEMET 1 5STR
UNITED STATES TREASURY NOTE/BOND
RATE: 1.250% MATURITY: 09/30/28
TRADE DATE 03/31/26 SET/DATE 03/31/26
CUSIP 91282CCY5
1,200,000.000 SHARES
03/31/26 Interest 20,625.00 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 2.500% MATURITY: 03/31/27
TRADE DATE 03/31/26 SET/DATE 03/31/26
CUSIP 91282CEF4
1,650,000.000 SHARES
03/31/26 Interest 8,156.25 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 3.625% MATURITY: 03/31/30
TRADE DATE 03/31/26 SET/DATE 03/31/26
CUSIP 91282CGS4
450,000.000 SHARES
03/31/26 Interest 5,800.00 0.00 0.00 0.00
UNITED STATES TREASURY NOTE/BOND
RATE: 4.000% MATURITY: 03/31/30
TRADE DATE 03/31/26 SET/DATE 03/31/26
CUSIP 91282CMU2
290,000.000 SHARES
Cumulative realized capital gain and loss position from 12/31/2025 for securities held in principal of account:
Short Term: 0.00 * Long Term: 83,923.06 * * The above gain and loss position does not include transactions where tax cost information is incomplete or unavailable. 03/31/26 ACCOUNT CLOSING DAILY BALANCE 20,971.82- 63,053.07 34,471,900.21 67,880.87 03/31/26 ACCOUNT CLOSING PERIOD BALANCE 20,971.82- 63,053.07 34,471,900.21 67,880.87
e 032618 n 019517 a 02 t DOM i WI s 83,835
15.B.
/0/0/0/0/1/3/3/2d/0/0/0/0/5/8/6 PDFT /9/2/8/1/7/9
City of Hemet
/4/4/5 E Florida Ave
Hemet/2c CA /9/2/5/4/3
Tel/3a (/8/7/7) /9/3/0/2d/5/2/1/3 www/2ecaliforniaclass/2ecom Summary Statement
March /3/1/2c /2/0/2/6
Page /1 of /3
Investor ID/3a CA/2d/0/1/2d/0/1/4/2
California CLASS
California CLASS
Average Monthly Yield/3a /3/2e/6/9/5/5%
Beginning
Balance Contributions Withdrawals
Income
Earned
Income
Earned
YTD
Average Daily
Balance
Month End
Balance
CA/2d/0/1/2d/0/1/4/2/2d/0/0/0/1 Prime Fund /3/2/2c/3/1/5/2c/6/7/2/2e/0/8 /0/2e/0/0 /0/2e/0/0 /1/0/1/2c/4/1/8/2e/4/3 /2/9/7/2c/1/2/1/2e/1/6 /3/2/2c/3/1/8/2c/9/4/3/2e/6/4 /3/2/2c/4/1/7/2c/0/9/0/2e/5/1 TOTAL /3/2/2c/3/1/5/2c/6/7/2/2e/0/8 /0/2e/0/0 /0/2e/0/0 /1/0/1/2c/4/1/8/2e/4/3 /2/9/7/2c/1/2/1/2e/1/6 /3/2/2c/3/1/8/2c/9/4/3/2e/6/4 /3/2/2c/4/1/7/2c/0/9/0/2e/5/1
15.B.
Prime Fund
Tel/3a (/8/7/7) /9/3/0/2d/5/2/1/3 www/2ecaliforniaclass/2ecom Account Number/3a CA/2d/0/1/2d/0/1/4/2/2d/0/0/0/1
Account Statement
March /3/1/2c /2/0/2/6
Page /2 of /3
Account Summary
Average Monthly Yield/3a /3/2e/6/9/5/5%
Beginning
Balance Contributions Withdrawals
Income
Earned
Income
Earned
YTD
Average Daily
Balance
Month End
Balance
California CLASS /3/2/2c/3/1/5/2c/6/7/2/2e/0/8 /0/2e/0/0 /0/2e/0/0 /1/0/1/2c/4/1/8/2e/4/3 /2/9/7/2c/1/2/1/2e/1/6 /3/2/2c/3/1/8/2c/9/4/3/2e/6/4 /3/2/2c/4/1/7/2c/0/9/0/2e/5/1 Transaction Activity
Transaction Date Transaction Description Contributions Withdrawals Balance Transaction Number /0/3/2f/0/1/2f/2/0/2/6 Beginning Balance /3/2/2c/3/1/5/2c/6/7/2/2e/0/8 /0/3/2f/3/1/2f/2/0/2/6 Income Dividend Reinvestment /1/0/1/2c/4/1/8/2e/4/3 /0/3/2f/3/1/2f/2/0/2/6 Ending Balance /3/2/2c/4/1/7/2c/0/9/0/2e/5/1
15.B.
Daily Rates
March /3/1/2c /2/0/2/6
Page /3 of /3
Tel/3a (/8/7/7) /9/3/0/2d/5/2/1/3 www/2ecaliforniaclass/2ecom Performance results are shown net of all fees and expenses and reflect the reinvestment of dividends and other earnings/2e Many factors affect performance including changes in market conditions and interest rates and in response to other economic/2c political/2c or financial developments/2e Investment involves risk including the possible loss of principal/2e No assurance can be given that the performance objectives of a given strategy will be achieved/2e Past performance is no guarantee of future results/2e Any financial and/2for investment decision may incur losses/2e
California CLASS
California CLASS
Date Dividend Rate Daily Yield
/0/3/2f/0/1/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/7/3/7/5% /0/3/2f/0/2/2f/2/0/2/6 /0/2e/0/0/0/1/0/2/2/8/0 /3/2e/7/3/1/6% /0/3/2f/0/3/2f/2/0/2/6 /0/2e/0/0/0/1/0/2/3/1/7 /3/2e/7/3/4/6% /0/3/2f/0/4/2f/2/0/2/6 /0/2e/0/0/0/1/0/2/1/1/2 /3/2e/7/2/7/1% /0/3/2f/0/5/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/4/2/8 /3/2e/7/0/2/1% /0/3/2f/0/6/2f/2/0/2/6 /0/2e/0/0/0/3/0/3/5/0/7 /3/2e/6/9/2/7% /0/3/2f/0/7/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/6/9/2/7% /0/3/2f/0/8/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/6/9/2/7% /0/3/2f/0/9/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/1/2/9 /3/2e/6/9/1/2% /0/3/2f/1/0/2f/2/0/2/6 /0/2e/0/0/0/1/0/0/9/0/1 /3/2e/6/8/2/9% /0/3/2f/1/1/2f/2/0/2/6 /0/2e/0/0/0/1/0/0/6/0/7 /3/2e/6/7/2/2% /0/3/2f/1/2/2f/2/0/2/6 /0/2e/0/0/0/1/0/0/6/5/0 /3/2e/6/7/3/7% /0/3/2f/1/3/2f/2/0/2/6 /0/2e/0/0/0/3/0/1/6/7/4 /3/2e/6/7/0/4% /0/3/2f/1/4/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/6/7/0/4% /0/3/2f/1/5/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/6/7/0/4% /0/3/2f/1/6/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/2/4/1 /3/2e/6/9/5/3% /0/3/2f/1/7/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/4/9/0 /3/2e/7/0/4/4% /0/3/2f/1/8/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/1/8/0 /3/2e/6/9/3/1% /0/3/2f/1/9/2f/2/0/2/6 /0/2e/0/0/0/1/0/0/9/4/5 /3/2e/6/8/4/5% /0/3/2f/2/0/2f/2/0/2/6 /0/2e/0/0/0/3/0/2/7/1/2 /3/2e/6/8/3/0% /0/3/2f/2/1/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/6/8/3/0% /0/3/2f/2/2/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/6/8/3/0% /0/3/2f/2/3/2f/2/0/2/6 /0/2e/0/0/0/1/0/0/9/0/3 /3/2e/6/8/3/0% /0/3/2f/2/4/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/0/0/5 /3/2e/6/8/6/7% /0/3/2f/2/5/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/3/3/6 /3/2e/6/9/8/8% /0/3/2f/2/6/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/4/6/7 /3/2e/7/0/3/6% /0/3/2f/2/7/2f/2/0/2/6 /0/2e/0/0/0/3/0/4/5/0/9 /3/2e/7/0/4/9% /0/3/2f/2/8/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/7/0/4/9% /0/3/2f/2/9/2f/2/0/2/6 /0/2e/0/0/0/0/0/0/0/0/0 /3/2e/7/0/4/9% /0/3/2f/3/0/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/3/0/8 /3/2e/6/9/7/8% /0/3/2f/3/1/2f/2/0/2/6 /0/2e/0/0/0/1/0/1/5/6/3 /3/2e/7/0/7/1%
15.B.
Please note that this information should not be construed as tax advice and it is recommended that you consult with a tax professional regarding your account/2e Investment Account Summary
/0/3/2f/0/1/2f/2/0/2/6 through /0/3/2f/3/1/2f/2/0/2/6
CalTRUST
PO Box /2/7/0/9
Granite Bay/2c CA /9/5/7/4/6
www/2ecaltrust/2eorg
Email/3a admin/40caltrust/2eorg
Fax/3a /4/0/2/2d/9/6/3/2d/9/0/9/4
Phone/3a /8/3/3/2dCALTRUST (/2/2/5/2d/8/7/8/7)
Page /1 of /2
/0/0/0/0/1/9/6/2d/0/0/0/0/4/5/3 PDFT /9/2/8/6/2/6
SUMMARY OF INVESTMENTS
Fund
Account
Number
Total Shares
Owned
Net Asset Value
per Share on
Mar /3/1 ($)
Value on
Mar /3/1 ($)
Average Cost
Amount ($)
Cumulative
Change in
Value ($)
CITY OF HEMET /2/0/1/0/0/0/2/9/9/0/0
CalTRUST Liquidity Fund /2/0/1/0/0/0/2/9/9/0/0 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2/0 /1/2e/0/0 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2 /0/2e/0/0 Portfolios Total value as of /0/3/2f/3/1/2f/2/0/2/6 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2
DETAIL OF TRANSACTION ACTIVITY
Activity
Description
Activity
Date
Amount
($)
Amount
in Shares
Balance
in Shares
Price per
Share ($)
Balance ($)
Average
Cost Amt ($)
Realized
Gain/2f(Loss) ($)
CalTRUST Liquidity Fund CITY OF HEMET Account Number /3a /2/0/1/0/0/0/2/9/9/0/0 Beginning Balance /0/3/2f/0/1/2f/2/0/2/6 /3/2/2c/2/2/5/2c/9/6/6/2e/3/2/0 /1/2e/0/0 /3/2/2c/2/2/5/2c/9/6/6/2e/3/2 Accrual Income Div Reinvestment /0/3/2f/3/1/2f/2/0/2/6 /1/0/2/2c/8/4/4/2e/4/0 /1/0/2/2c/8/4/4/2e/4/0/0 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2/0 /1/2e/0/0 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2 /0/2e/0/0 /0/2e/0/0 Change in Value /0/2e/0/0
Closing Balance as of Mar /3/1 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2/0 /1/2e/0/0 /3/2/2c/3/2/8/2c/8/1/0/2e/7/2
15.B.
Page /2 of /2
15.B.
Local Agency Investment Fund
P.O. Box 942809
Sacramento, CA 94209-0001
(916) 653-3001
April 27, 2026
LAIF Home
PMIA Average Monthly
Yields
CITY OF HEMET
CITY TREASURER
445 EAST FLORIDA AVENUE
HEMET, CA 92543-4209
Account Number: 98-33-362
March 2026 Statement
Tran Type Definitions
Account Summary
Total Deposit: 0.00 Beginning Balance: 1,488,196.54
Total Withdrawal: 0.00 Ending Balance: 1,488,196.54
4/27/26, 4:14 PM LAIF Regular Monthly Statement
https://laifms.treasurer.ca.gov/RegularStatement.aspx 1/1Page 1092 of 1095
15.B.
CITY OF HEMET
Cash with Fiscal Agent: US BANK
2006 Refunding Bonds Series Heartland Project
Date Activity
*****2000
788-1508
Bond
*****2002
788-1508
Special
*****2005
788-1506
Reserve
TOTAL
All Accounts
07/31/25 Interest 83.37 1,687.85 871.46 2,642.68 COH Wire -
Transfer funds 871.46 (871.46) - Debt Service Payment - - - BALANCE 26,972.08 527,165.93 271,267.25 825,405.26 08/31/25 Interest 89.44 1,749.98 900.59 2,740.01 COH Wire -
Transfer funds 900.59 (900.59) - Debt Service Payment - - - BALANCE 27,962.11 528,915.91 271,267.25 828,145.27 09/30/25 Interest 92.27 1,750.76 898.20 2,741.23 COH Wire -
Transfer funds 898.20 60,085.26 (898.20) 60,085.26 Debt Service Payment - - - BALANCE 28,952.58 590,751.93 271,267.25 890,971.76 10/31/25 Interest 90.36 1,828.38 848.56 2,767.30 COH Wire -
Transfer funds 848.56 (848.56) - Debt Service Payment - - - BALANCE 29,891.50 592,580.31 271,267.25 893,739.06 11/30/25 Interest 93.88 1,862.75 852.80 2,809.43 COH Wire -
Transfer funds 852.80 (852.80) - Debt Service Payment - - - BALANCE 30,838.18 594,443.06 271,267.25 896,548.49 12/31/25 Interest 90.46 1,748.67 798.24 2,637.37 COH Wire -
Transfer funds 798.24 (798.24) - Debt Service Payment - - - BALANCE 31,726.88 596,191.73 271,267.25 899,185.86 01/31/26 Interest 91.87 1,727.86 786.25 2,605.98 COH Wire -
Transfer funds 786.25 (786.25) - Debt Service Payment - - - BALANCE 32,605.00 597,919.59 271,267.25 901,791.84 02/28/26 Interest 91.51 1,683.37 764.01 2,538.89 COH Wire -
Transfer funds 764.01 (764.01) - Debt Service Payment - - - BALANCE 33,460.52 599,602.96 271,267.25 904,330.73 03/31/26 Interest 84.52 1,517.01 686.45 2,287.98 COH Wire -
Transfer funds 686.45 (89,961.25) (686.45) (89,961.25) Debt Service Payment - - - BALANCE 34,231.49 511,158.72 271,267.25 816,657.46
15.B.
HEMET SUCCESSOR AGENCY to
Former Hemet Redevelopment Project Area
Cash W/Fiscal Agent: US Bank (switched from MUFG Union Bank N.A. 08/01/2021) 2014 Hemet Refunding Project TAB Series A
Riverside County Public Financing - Fiscal Agent City of Hemet as SA to former Hemet RDA Date Activity
******5701
Revenue
Fund
******5702
Interest
Fund
******5703
Principal
Fund
******5704
Bond Purchase
Fund
******5800
SA to Hemet
RDA 2014 TTE
******5801
Debt Service
Fund
******5802
Interest
Account
******5803
Principal
Account
TOTAL
All Accounts
07/31/25 Taxable Interest/Dividends - - - - 0.02 0.02 3.26 - 3.30 Debt Service Payment - - - - - - Transfers - - - - (0.02) (0.02) Transfers -
BALANCE - - - 5,505,000.08 4.70 4.84 1,000.21 - 1,009.75 08/31/25 Taxable Interest/Dividends - - - - 0.02 0.02 3.39 - 3.43 Debt Service Payment - - - - - - Transfers - - - - (0.02) (0.02) Transfers -
BALANCE - - - 5,505,000.08 4.72 4.84 1,003.60 - 1,013.16 09/30/25 Taxable Interest/Dividends - - - 0.08 0.02 0.02 3.40 - 3.44 Debt Service Payment - - - - - - Transfers (795,796.88) (95,796.88) (700,000.00) (700,000.00) (0.02) (95,796.88) (700,000.00) (795,796.90) Transfers 795,796.88 95,796.88 700,000.00 (0.08) 95,796.88 700,000.00 795,796.88 BALANCE - - - 4,805,000.08 4.74 4.84 1,007.00 - 1,016.58 10/31/25 Taxable Interest/Dividends - - - - 0.02 0.02 89.44 75.82 165.30 Debt Service Payment - - - - - Transfers (0.02) (75.82) (75.84) Transfers -
BALANCE - - - 4,805,000.08 4.76 4.84 1,096.44 - 1,106.04 11/30/25 Taxable Interest/Dividends - - - - 0.02 0.02 3.55 0.01 3.60 Debt Service Payment - - - - - Transfers (0.02) (0.01) (0.03) Transfers -
BALANCE - - - 4,805,000.08 4.78 4.84 1,099.99 - 1,109.61 12/31/25 Taxable Interest/Dividends - - - - 0.01 0.01 3.30 3.32 Debt Service Payment - - - - - Transfers (0.01) (0.01)
Transfers -
BALANCE - - - 4,805,000.08 4.79 4.84 1,103.29 - 1,112.92 01/31/26 Taxable Interest/Dividends - - - - 0.01 0.01 3.26 3.28 Debt Service Payment - - - - - Transfers (0.01) (0.01)
Transfers -
BALANCE - - - 4,805,000.08 4.80 4.84 1,106.55 - 1,116.19 02/28/26 Taxable Interest/Dividends - - - - 0.01 0.01 3.18 3.20 Debt Service Payment - - - - - Transfers (0.01) (0.01)
Transfers 77,190.33 77,190.33
BALANCE - - - 4,805,000.08 4.81 77,195.17 1,109.73 - 78,309.71 03/31/26 Taxable Interest/Dividends - - - 78,296.88 0.01 14.18 17.03 31.22 Debt Service Payment - - - - - Transfers 78,296.88 78,296.88 (78,296.88) (77,195.17) (1,101.71) (78,296.88) Transfers (78,296.88) (78,296.88) (14.18) (14.18) BALANCE - - - 4,805,000.08 4.82 (0.00) 25.05 - 29.87
15.B.
CITY OF HEMET
Cash with Fiscal Agent: PARS
U5-PEB16A
Date Activity
Fund 789
OPEB
Fund 792
Pension
TOTAL
All Accounts
07/31/25 Earnings 23,081.31 5,460.13 28,541.44 Contributions -
Expenses (Admin Fees) (1,762.03) (416.83) (2,178.86) BALANCE 3,671,757.89 868,593.81 4,540,351.70 08/31/25 Earnings 68,700.84 16,251.92 84,952.76 Contributions -
Expenses (Admin Fees) (1,789.61) (423.36) (2,212.97) BALANCE 3,738,669.12 884,422.37 4,623,091.49 09/30/25 Earnings 83,567.41 19,768.77 103,336.18 Contributions -
Expenses (Admin Fees) (1,816.51) (429.71) (2,246.22) BALANCE 3,820,420.02 903,761.43 4,724,181.45 10/31/25 Earnings 52,506.29 28,403.69 80,909.98 Contributions 225,000.00 1,496,000.00 1,721,000.00 Expenses (Admin Fees) (1,851.09) (437.89) (2,288.98) BALANCE 4,096,075.22 2,427,727.23 6,523,802.45 11/30/25 Earnings 21,812.03 12,926.63 34,738.66 Contributions -
Expenses (Admin Fees) (1,939.37) (762.69) (2,702.06) BALANCE 4,115,947.88 2,439,891.17 6,555,839.05 12/31/25 Earnings 11,732.51 6,954.92 18,687.43 Contributions -
Expenses (Admin Fees) (1,954.54) (1,158.53) (3,113.07) BALANCE 4,125,725.85 2,445,687.56 6,571,413.41 01/31/26 Earnings 70,370.25 41,714.76 112,085.01 Contributions -
Expenses (Admin Fees) (859.52) (509.52) (1,369.04) BALANCE 4,195,236.58 2,486,892.80 6,682,129.38 02/28/26 Earnings 71,114.18 42,155.75 113,269.93 Contributions -
Expenses (Admin Fees) (3,073.50) (1,821.95) (4,895.45) BALANCE 4,263,277.26 2,527,226.60 6,790,503.86 03/31/26 Earnings (178,673.96) (105,916.07) (284,590.03) Contributions -
Expenses (Admin Fees) (2,003.68) (1,187.76) (3,191.44) BALANCE 4,082,599.62 2,420,122.77 6,502,722.39
15.B.
City of Hemet
City Council Meeting
STAFF REPORT
Meeting: City Council Meeting - May 12 2026
Department: Administration
Submitted by: Noah Rau, Interim City Manager
Elodie Klug, Deputy City Clerk;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing
TITLE:
Approval of the City Council Regular Meeting Minutes of April 28, 2026
RECOMMENDED ACTION:
It is respectfully recommended that the City Council:
Approve the City Council Regular Meeting Minutes of April 28, 2026.
STRATEGIC PLAN INTEGRATION:
GOAL THREE: COMMUNITY ENGAGEMENT
To connect and participate in a constant dialogue between members of the community, City staff, and elected officials to promote togetherness and positivity.
Objective 1: Deliver messaging to the Community that connects, is consistent, and relevant.
Objective 2: Increase transparency for the public.
ATTACHMENT(S):
City Council Meeting - Apr 28 2026 - Minutes
16.A.
MINUTES
City Council Meeting
City of Hemet
City Council Chamber
Tuesday, April 28, 2026
1. CLOSED SESSION – 5:00 P.M.
2. CALL TO ORDER
The City Council of the City of Hemet met this date in a Closed Session at 5:01 p.m. in the City Council Chamber, 450 E. Latham Avenue, Hemet, California, with Mayor Krupa presiding.
3. ROLL CALL
Deputy City Clerk Klug provided the Roll Call as follows:
Present: Mayor Krupa
Mayor Pro Tem Males
Council Members Clark and Peterson
Absent:
Staff Present:
Council Member Lodge
City Manager:
City Attorney:
Deputy City Clerk:
Mark Prestwich
Steven Graham
Elodie Klug
4. PUBLIC COMMENT PERIOD - RULES OF DECORUM, RESOLUTION NO. 4545 Mayor Krupa asked for Public Comments; no one spoke.
Council recessed into Closed Session at 5:02 p.m.
5. DISCUSSION ITEMS
5.A. CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION
(Paragraph (1) of Subdivision (d) of Government Code Section 54956.9) Name of Case: George Gonzalez v. City of Hemet, et al.
Court: United States District Court, Central District of California Case No.: 5:25-cv-00331
16.A.
5.B. CONFERENCE WITH LABOR NEGOTIATORS
(Government Code Section 54957.6)
Agency Designated Representatives: City Council
Unrepresented Employee: Interim City Manager
5.C. CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Government Code Section 54956.8)
Property: APNs 456-05-0044 & 456-05-0020, approximately 27.8 acres Northwest of Sanderson/Stetson
Agency Negotiator: Mark Prestwich, City Manager
Negotiating Parties: All Potential Buyers
Under Negotiation: Price and Terms of Payment
6. ADJOURNMENT OF CLOSED SESSION
The City Council adjourned and reconvened from closed session at 5:59 p.m.
7. REGULAR MEETING – 6:00 P.M.
8. CALL TO ORDER
The City Council of the City of Hemet met this date in a Regular Session at 6:04 p.m. in the City Council Chamber, 450 E. Latham Avenue, Hemet, California, with Mayor Krupa presiding.
9. ROLL CALL
Deputy City Clerk Klug provided the Roll Call as follows:
Present: Mayor Krupa
Mayor Pro Tem Males
Council Members Clark and Peterson
Absent:
Staff Present:
Council Member Lodge
City Manager:
City Attorney:
Deputy City Clerk:
Mark Prestwich
Steven Graham
Elodie Klug
Mayor Krupa called for a motion to excuse Council Member Lodge’s absence.
Action:
MOTION BY COUNCILMEMBER CLARK, SECONDED BY MAYOR PRO TEM MALES, CARRIED 4-0 to excuse Council Member Lodge’s absence.
10. INVOCATION
Invocation was given by Pastor Thomas King from 412 Church.
11. PLEDGE OF ALLEGIANCE
16.A.
The Pledge of Allegiance was led by Council Member Clark.
12. CITY ATTORNEY CLOSED SESSION REPORT
City Attorney Graham stated there were no reportable actions from the 5:00 p.m. Closed Session.
12.A. City Attorney’s Report regarding Closed Session
13. COMMUNICATIONS FROM THE PUBLIC
Mayor Krupa asked for Public Comments on Items Not Listed on the Agenda, and the following citizens spoke: Roy Michael, Terry Larned, Michael Kennedy, and George Evans.
13.A. Public Comment for Items Listed on the Agenda: Consent and Discussion Items
13.B. Public Comment for Items Not Listed on the Agenda, but within Jurisdictional Matter
14. PRESENTATION
Mayor Krupa and the council presented City Manager Mark Prestwich with the key to the city in recognition of his retirement.
14.A City Manager Retirement Recognition
15. PUBLIC HEARING
15.A. A Public Hearing in Accordance to Previously Adopted Resolution Number 2026-046 of Proposed Weed Abatement on Private Property and Ordering Abatement of Weeds, Rubbish, and Refuse Upon Parkways or Private Property Within the City of Hemet
Interim Fire Chief Phillips provided a PowerPoint presentation on the Proposed Weed Abatement on Private Property and Ordering Abatement of Weeds, Rubbish, and Refuse Upon Parkways or Private Property Within the City of Hemet Hearing in Accordance with Resolution 2026-046.
Mayor Krupa opened the Public Hearing at 6:30 p.m.
Mayor Krupa asked for Public Comments, and the following citizens spoke in favor: George Evans.
16.A.
Mayor Krupa closed the Public Hearing at 6:33 p.m.
Action:
MOTION BY COUNCIL MEMBER CLARK, SECOND BY COUNCIL MEMBER PETERSON, CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) open a Public Hearing and Take Testimony and Consider Objections, if any, in Accordance with Resolution Number 2026-046 passed by the City Council of the City of Hemet, California on April 14, 2026, Ordering Abatement of Weeds, Rubbish, and Refuse Upon Parkways or Private Property Within the City of Hemet.
16. RECEIVE AND FILE
16.A. The City of Hemet Warrant Registers for March 26, 2026, and April 2, 2026, and Periodic Payroll Payments
Action:
By consensus, the city council received and filed the City of Hemet Warrant Registers and Periodic Payroll Payments.
17. CONSENT CALENDAR
MOTION BY COUNCIL MEMBER PETERSON, SECOND BY COUNCIL MEMBER CLARK, CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT), to approve the Consent Calendar.
17.A. Second Reading and Adoption of an Ordinance 2075 of the City Council, of the City of Hemet, California, Repealing and Replacing Article XVIII (Short-Term Lodging) of Chapter 18 of the Hemet Municipal Code to Update Short-Term Rental Regulations and Invoke the Short-Term Rental Facilitator Act of 2025 Action:
MOTION BY COUNCILMEMBER PETERSON, SECOND BY COUNCILMEMBER CLARK, CARRIED 4-0, to waive further reading and adopt an Ordinance 2075 of the City Council of the City of Hemet, California, Repealing and Replacing Article XVIII (Short-Term Lodging) of Chapter 18 (Businesses) of the Hemet Municipal Code in Its Entirety to Update Short-Term Rental Regulations, Incorporate the Short-Term Rental Facilitator Act of 2025 (Senate Bill 346), and Establish Enhanced Data Reporting, Audit, and Enforcement Standards Applicable to Short-Term Rental Facilitators Operating Within the City.
17.B. A Resolution of the City Council of the City of Hemet, California, Accepting Public Improvements Associated with Tract 35393 and Authorizing the City Engineer to Reduce the Faithful Performance Material and Labor Bonds for these Public Improvements in Accordance with the Provisions of the Subdivision Improvement Agreement (Generally Located East of Warren
16.A.
Road, South of Mustang Way)
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-047 of the City Council of the City of Hemet, California, Accepting Public Improvements Associated with Tract 35393 and Authorizing the City Engineer to Reduce the Faithful Performance Material and Labor Bonds for these Public Improvements in Accordance with the Provisions of the Subdivision Improvement Agreement (Generally Located East of Warren Road, South of Mustang Way).
17.C. A Resolution of the City Council of the City of Hemet, California, Approving a Funding/Cooperative Agreement Between the City of Hemet and Riverside County Flood Control and Water Conservation District for the Design and Construction of the Hemet Master Drainage Plan Line C-1 Storm Drain Facility and Authorize the City Manager to Execute the Agreement in the Final Form and Format as Approved by the City Attorney
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-048 of the City Council of the City of Hemet, California, Approving a Funding/Cooperative Agreement Between the City of Hemet and Riverside County Flood Control and Water Conservation District for the Design and Construction of the Hemet Master Drainage Plan Line C-1 Storm Drain Facility and Authorize the City Manager to Execute the Agreement in the Final Form and Format as Approved by the City Attorney.
17.D. A Resolution of the City Council of the City of Hemet, California, Approving a Landscape Maintenance Agreement for Maintenance Within the State Highway Right-of-Way on State Route 74 in Connection with the Quick Quack Development (SDR 22-013), in a Final Form Approved by the City Attorney, and Authorizing the Mayor and City Manager to Execute the Agreement and Take All Actions Necessary to Implement Its Terms
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-049 of the City Council of the City of Hemet, California, Approving a Landscape Maintenance Agreement for Maintenance Within the State Highway Right-of-Way on State Route 74 in Connection with the Quick Quack Development (SDR 22-013), in a Final Form Approved by the City Attorney, and Authorizing the Mayor and City Manager to Execute the Agreement and Take All Actions Necessary to Implement Its Terms.
17.E. A Resolution of the City Council of the City of Hemet, California, Approving the Annexation of the Go Car Wash Project (SDR 20-014), Generally Located North of Florida Avenue and West of Cornell Street, to the City of Hemet
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Community Facilities District No. 2024-01 (Public Facilities Maintenance) as Zone 8
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-050 of the City Council of the City of Hemet, California, Approving the Annexation of the Go Car Wash Project (SDR 20-014), Generally Located North of Florida Avenue and West of Cornell Street, to the City of Hemet Community Facilities District No. 2024-01 (Public Facilities Maintenance) as Zone 8.
17.F. A Resolution of the City Council of the City of Hemet, California, Approving the City of Hemet's Five-Year Measure 'A' Local Streets and Roads Capital Improvement Plan (CIP) for Fiscal Year 2026-2027 through Fiscal Year 2030- 2031 for the Riverside County Transportation Commission (RCTC) Measure 'A' Local Funds Program
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-051 of the City Council of the City of Hemet, California, Approving the City of Hemet's Five-Year Measure 'A' Local Streets and Roads Capital Improvement Plan (CIP) for Fiscal Year 2026-2027 through Fiscal Year 2030-2031 for the Riverside County Transportation Commission (RCTC) Measure 'A' Local Funds Program.
17.G. A Resolution of the City Council of the City of Hemet, California, Awarding Nexgen Construction Corporation the Trash Enclosure Pilot Project, CIP 2603, in the Amount of $900,000; Waiving any Minor Bid Irregularities; Authorizing the City Manager to Execute all Necessary Documents to Support the Award; Approving Additional Construction Expenditures Not To Exceed 10% Of The Contract Amount Or $90,000; And Authorizing The City Clerk To Record The Notice Of Completion Upon Acceptance Of The Work By The City Engineer
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-052 of the City Council of the City of Hemet, California, Awarding Nexgen Construction Corporation the Trash Enclosure Pilot Project, CIP 2603, in the Amount of $900,000; Waiving any Minor Bid Irregularities; Authorizing the City Manager to Execute all Necessary Documents to Support the Award; Approving Additional Construction Expenditures Not To Exceed 10% Of The Contract Amount Or $90,000; And Authorizing The City Clerk To Record The Notice Of Completion Upon Acceptance Of The Work By The City Engineer.
17.H. A Resolution of the City Council of the City of Hemet, California, Adopting a List of Projects for Fiscal Year 2026-2027 Funded by Senate Bill 1: The Road Repair and Accountability Act of 2017
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Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-053 of the City Council of the City of Hemet, California, Adopting a List of Projects for FY 2026-2027 Funded by Senate Bill 1: The Road Repair and Accountability Act of 2017.
17.I. A Resolution of the City Council of the City of Hemet, California, Accepting the 2026 Lunch at the Library Grant for $6,400 from the California State Library Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-054 of the City Council of the City of Hemet, California, accepting the 2026 Lunch at the Library grant for $6,400 from the California State Library.
17.J. Second Reading and Adoption of an Ordinance 2076 of the City Council of the City of Hemet, California, Amending Chapter 58, Article III, Division 2 of the Hemet Municipal Code to Update Provisions Related to the City's Participation in the Western Riverside County Transportation Uniform Mitigation Fee Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to waive further reading, read by title only, and adopt an Ordinance 2076 of the City Council of the City of Hemet, California, Amending Chapter 58, Article III, Division 2 of the Hemet Municipal Code to Update Provisions Related to the City’s Participation in the Western Riverside County Transportation Uniform Mitigation Fee (TUMF) Program.
17.K. A Resolution of the City Council of the City of Hemet, California, Authorizing the Administrative Services Director to Approve an Increase to the Existing Purchase Order with L.N. Curtis & Sons for Firefighting Supplies, Uniforms, and Equipment, Not to Exceed $100,000, and Authorizing the City Manager to Execute All Documents Related to this Purchase
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-055 of the City Council of the City of Hemet, California, authorizing the Administrative Services Director to approve an increase to the existing purchase order with L.N. Curtis & Sons for firefighting supplies, uniforms, and equipment, increasing the not-to-exceed amount from $50,000 to $100,000 for Fiscal Year 2025–2026, and authorizing the City Manager to execute all documents related to this purchase.
18. DISCUSSION - ACTION ITEMS
18.A. A Resolution of the City Council of the City of Hemet, California, Adopting the
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Weston Park Conceptual Design (CIP 2512) and Authorizing the City Manager, or Designee, to Execute Documents Necessary to Pursue Grant Funding Opportunities
Public Works Director/City Engineer Noah Rau gave a verbal report and introduced Scott Rice from Community Works Design Group, who provided a PowerPoint presentation on the Weston Park Conceptual Design (CIP 2512).
Action:
MOTION BY COUNCIL MEMBER CLARK, SECONDED BY COUNCIL MEMBER PETERSON, CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-056 of the City Council of the City of Hemet, California, Adopting the Weston Park Conceptual Design (CIP 2512) and Authorizing the City Manager, or Designee, to Execute Documents Necessary to Pursue Grant Funding Opportunities.
18.B. A Resolution of the City Council of the City of Hemet, California, Approving the Sixth Amendment to the Exclusive Franchise Agreement for Comprehensive Refuse Services Between the City of Hemet and CR&R Incorporated City Attorney Graham provided a verbal report, and Senior Regional Vice President of CR&R Incorporated Alex Braicovich provided a PowerPoint presentation on the Sixth Amendment to the Exclusive Franchise Agreement for Comprehensive Refuse Services Between the City of Hemet and CR&R Incorporated.
Action:
MOTION BY COUNCIL MEMBER PETERSON, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-057 of the City Council of the City of Hemet, California, approving the Sixth Amendment to the Exclusive Franchise Agreement for Comprehensive Refuse Services between the City of Hemet and CR&R Incorporated.
18.C. Approval of Grant Funding Recommendations for the City of Hemet Kitchen Program
Economic Development Director Ben Sandoval provided a PowerPoint presentation on the Grant Funding Recommendations for the City of Hemet Kitchen Program.
Mayor Krupa asked for Public Comment, and the following citizens spoke: Jason Strain, Jessica Ellis-Wood, Koka Lakshman, Tosca Taitt, and Isaac Petra.
Action:
MOTION BY MAYOR PRO TEM MALES, SECONDED BY COUNCIL MEMBER PETERSON, CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to approve the City of Hemet Grant Funding Recommendations for the City of Hemet Kitchen Program and to return Boy’s Burger and Carlton’s Steakhouse to the Ad Hoc Committee for further consideration.
18.D. A Resolution of the City Council, of the City of Hemet, California, Approving the City of Hemet Remote Participation and Technology Disruption Policy
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City Attorney Graham provided a verbal report on the City of Hemet Remote Participation and Technology Disruption Policy.
Action:
MOTION BY COUNCIL MEMBER CLARK, SECONDED BY COUNCIL MEMBER PETERSON, CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to adopt a Resolution 2026-058 of the City Council, of the City of Hemet, California, approving the City of Hemet Remote Participation and Technology Disruption Policy.
18.E. Approval of Memorandum of Understanding with Riverside Transit Agency for Development of the Hemet Mobility Hub
City Manager Prestwich provided a verbal report, and Riverside Transit Agency’s CEO Kristin Warsinski provided a PowerPoint presentation on the Memorandum of Understanding with Riverside Transit Agency for Development of the Hemet Mobility Hub.
Action:
MOTION BY MAYOR PRO TEM MALES, SECONDED BY COUNCIL MEMBER CLARK CARRIED 4-0 (COUNCIL MEMBER LODGE ABSENT) to approve the Memorandum of Understanding (“MOU”) between the City of Hemet and Riverside Transit Agency (“RTA”) for the development, construction, and operation of the Hemet Mobility Hub; and authorize the City Manager to execute the MOU and any non-substantive amendments necessary to implement the agreement.
18.F. Analysis of Current Rotating Mayor and Five-District Council Structure vs. a Directly Elected Mayor and Four-District Council Structure City Manager Prestwich provided a verbal report on the analysis of the current rotating Mayor and Five-District Council Structure vs. a Directly Elected Mayor and Four-District Council Structure, including two potential procedural paths to consider. Mayor Krupa requested Council Member Lodge to be present for the consideration and vote.
Mayor Krupa called for a recess at 8:27 p.m.
Council Member Lodge joined via teleconference at 8:31 p.m.
Mayor Krupa called the meeting to order at 8:32 p.m.
City Attorney Graham announced that Council Member Lodge would be participating remotely under the AB 2449 Just Cause Provisions due to medical reasons. Council Member Lodge confirmed that no one over the age of 18 was in the room with him.
Action:
MOTION BY MAYOR KRUPA, SECONDED BY COUNCIL MEMBER CLARK, CARRIED 4-0 to approve Council Member Lodge’s remote participation under AB 2449’s Just Cause Provisions.
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Mayor Krupa called for continued discussion of the options presented, including clarification of the potential cost of professional demographer services to support the redistricting process.
Action:
MOTION BY COUNCIL MEMBER LODGE, SECONDED BY COUNCIL MEMBER CLARK, CARRIED 4-1 (COUNCIL MEMBER PETERSON VOTING NO) to table the Analysis report from consideration.
18.G. Approval of Interim City Manager Employment Agreement with Noah Rau City Attorney Graham provided a verbal report on the Interim City Manager Employment Agreement with Noah Rau.
Action:
MOTION BY COUNCIL MEMBER CLARK, SECONDED BY COUNCIL MEMBER PETERSON, CARRIED 5-0 to:
1. Receive an Oral Report on Executive Compensation; and
2. Approve the Interim City Manager Employment Agreement between the City of Hemet and Noah Rau
19. CITY COUNCIL AND STAFF REPORTS
Mayor Krupa asked for Council Comments. Council Member Clark, Council Member Lodge, Council Member Peterson, Mayor Pro Tem Males, and Mayor Krupa gave reports.
CITY MANAGER MARK PRESTWICH
City Manager Prestwich expressed his gratitude to the City, City Council, City Manager’s Office, executive team, and City staff for their support and collaboration throughout his years of service.
20. FUTURE AGENDA ITEMS
None.
21. ADJOURNMENT
There being no further business, Mayor Krupa adjourned the meeting at 9:01 p.m. The next Regular City Council Meeting will be at 6:00 p.m. on May 12, 2026.
APPROVAL: ATTEST:
_______________________________
Linda Krupa
_____________________________
Elodie Klug
Mayor Deputy City Clerk
16.A.
City of Hemet
City Council Meeting
STAFF REPORT
Meeting: City Council Meeting - May 12 2026
Department: Public Works
Submitted by: Noah Rau, Interim City Manager
Noah Rau, Interim City Manager;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing
TITLE:
A Resolution of the City Council of the City of Hemet, California, Approving an Agreement with Raintree Investment Corporation for Acceptance of Certain Landscape and Irrigation Improvements along State Street Frontage and Payment of Differential Maintenance Costs
RECOMMENDED ACTION:
It is respectfully recommended that the City Council:
Adopt a Resolution of the City Council of the City of Hemet, California, Approving an Agreement with Raintree Investment Corporation for Acceptance of Certain Landscape and Irrigation Improvements along State Street Frontage and Payment of Differential Maintenance Costs.
BACKGROUND:
In 2008, the original master developer, SunCal, for the McSweeny Farms Specific Plan filed for bankruptcy. Raintree Investment Corporation (“Raintree”) subsequently acquired the property and assumed the role of master developer for Phases 2 and 3 of the 1,640-unit master-planned community. Most recently, Raintree completed construction of landscape and irrigation improvements along the State Street frontage of the McSweeny development.
During the City inspection, staff identified that portions of the irrigation system were not constructed in full conformance with City-approved plans and adopted landscape irrigation standards. Specifically, certain irrigation components and system configurations deviate from standard City requirements and are anticipated to result in increased long-term maintenance costs.
the of reconstruction require could nonconforming the circumstances, typical Under City improvements to ensure full compliance with approved plans and specifications. However, in this instance, reconstruction would result in additional cost, delay, and disruption, with only marginal improvement in increase anticipated the to functionality system overall to long-term relative maintenance costs.
16.B.
ANALYSIS:
The City’s standard practice is to require that all improvements be constructed in accordance with approved plans and specifications, including the adopted Valley-Wide Landscape Standards and Specifications. However, in limited circumstances, alternative solutions may be considered when they provide an equivalent or superior long-term outcome for the City.
To address this matter, staff negotiated a proposed agreement with Raintree that would allow the City to accept the improvements for maintenance, while accounting for the increased long-term maintenance burden associated with the nonstandard irrigation system.
Key terms of the agreement include:
Raintree will provide a one-time payment of $55,800, representing the estimated 10-year cost differential associated with the nonstandard irrigation system. The 10-year period reflects a reasonable planning horizon based on expected irrigation system performance, maintenance needs, and the anticipated lifecycle prior to retrofit or replacement. Funds will be deposited into Community Facilities District No. 2019-01 (McSweeny) and used for maintenance-related purposes, including repair, replacement, and potential future retrofit to City standards.
The City will accept the improvements for routine maintenance only, subject to the following limitations:
o Acceptance does not constitute a determination that the improvements fully comply with City standards;
o No waiver of the City’s right to enforce standards for unrelated issues; o No precedent is established for other developments.
This approach allows the City to avoid immediate reconstruction, ensures that funding is available to address long-term maintenance impacts without burdening existing residents, and preserves operational flexibility for future improvements.
Accordingly, staff recommends approval of the proposed agreement, as it provides a balanced and practical solution to address nonconforming improvements while safeguarding the City’s operational and financial interests, as well as those of existing residents.
PREVIOUS COUNCIL ACTION:
December 13, 2022 – The City Council approved a First Amendment to the Funding, Construction, and Acquisition Agreement for improvements within the McSweeny development funded through the CSCDA-administered Community Facilities District.
January 14, 2020 – The City Council approved the formation of Community Facilities District No. 2019-01 (McSweeny) for maintenance of certain public facilities.
STRATEGIC PLAN INTEGRATION:
GOAL ONE: QUALITY OF LIFE:
To ensure that Hemet is safe, clean, attractive and comfortable for all who live, work, and visit.
Objective 1: Enhance the visual appearance of the community to make it attractive and reduce blight.
Objective 2: Explore and implement homelessness solutions for the City of Hemet.
16.B.
Objective 3: Increase Public Safety visibility and response.
GOAL FIVE: ORGANIZATIONAL EFFECTIVENESS
To identify the work needed inside the City organization to effectively provide services to the community and ensure financial stability.
Objective 1: Operate in a financially sustainable manner.
Objective 2: Evaluate existing practices to ensure continuity with industry best practices.
Objective 3: Provide Council with policies that are consistent while lessening liabilities.
Objective 4: Increase employee retention by training and creating a positive workplace.
Objective 5: Streamline fire prevention coordination efforts.
FISCAL IMPACT:
Raintree will provide a one-time payment of $55,800 to be deposited into the fund balance of Community Facilities District No. 2019-01 (McSweeny). The payment represents the estimated 10- year cost differential for maintaining the nonstandard irrigation system and is intended to fully offset the at estimated improvements, the life of the over costs maintenance additional expected approximately $5,580 per year.
Accordingly, nor financially is residents existing City the neither that ensures agreement the responsible for the increased maintenance burden associated with the nonstandard irrigation system during this period and does not obligate the City to upgrade the improvements to current standards at this time.
There is no impact on the General Fund.
ALTERNATIVE(S):
1. Do not approve the recommended agreement.
2. Provide the Interim City Manager with alternative direction.
ATTACHMENT(S):
Attachment 1: Resolution State St Landscaping Acceptance Attachment 2: Agreement for State St Landscaping Acceptance Attachment 3: Exhibit A 11x17
16.B.
CITY OF HEMET RESOLUTION NO. 2026-XXX 1
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CITY OF HEMET
HEMET, CALIFORNIA
RESOLUTION NO. 2026-xxx
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF HEMET, CALIFORNIA, APPROVING AN AGREEMENT
WITH RAINTREE INVESTMENT CORPORATION FOR
ACCEPTANCE OF CERTAIN LANDSCAPE AND
IRRIGATION IMPROVEMENTS ALONG STATE STREET
FRONTAGE AND PAYMENT OF DIFFERENTIAL
MAINTENANCE COSTS
The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:
WHEREAS, Raintree Investment Corporation constructed certain landscape and irrigation improvements along the State Street frontage of the McSweeny development; and
WHEREAS, the City determined that portions of the irrigation improvements were not constructed in full conformance with City standards, which is expected to result in increased maintenance costs; and
WHEREAS, the City and Raintree desire to resolve this matter through a negotiated agreement whereby the City accepts the improvements for maintenance in exchange for a one-time payment to offset increased maintenance costs over the expected life of the improvements; and
WHEREAS, the payment amount of $55,800 represents the estimated cost differential over a ten-year period; and
16.B.
CITY OF HEMET RESOLUTION NO. 2026-XXX 2
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WHEREAS, the irrigation improvements are anticipated to need replacement or retrofit after approximately ten years of use; and
WHEREAS, the City Council finds that approval of the Agreement is in the public interest.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS, AND RESOLVES AS FOLLOWS:
SECTION 1. The Agreement between the City of Hemet and Raintree Investment Corporation for Acceptance of Certain Landscape and Irrigation Improvements and Payment of Maintenance Costs is hereby approved.
SECTION 2. The City Manager is authorized to execute the Agreement on behalf of the City.
SECTION 3. The Administrative Services Director is authorized to deposit the payment into the fund balance for Community Facilities District No. 2019-01 to fund future maintenance.
SECTION 4. This Resolution shall take effect immediately upon adoption.
16.B.
CITY OF HEMET RESOLUTION NO. 2026-XXX 3
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PASSED, APPROVED, AND ADOPTED this 12th day of May, 2026. ____________________________
Linda Krupa, Mayor
ATTEST:
_____________________________
Elodie Klug, Deputy City Clerk
16.B.
CITY OF HEMET RESOLUTION NO. 2026-XXX 4
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State of California )
County of Riverside )
City of Hemet )
I, Elodie Klug, Deputy City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 12th day of May 2026, and was passed by the following vote:
AYES: Council Members:
NOES: Council Members:
ABSTAIN: Council Members:
ABSENT: Council Members:
_____________________________
Elodie Klug, Deputy City Clerk
16.B.
AGREEMENT FOR ACCEPTANCE OF CERTAIN LANDSCAPE AND IRRIGATION
IMPROVEMENTS AND PAYMENT OF MAINTENANCE COSTS
This Agreement for Acceptance of Certain State Street Landscape and Irrigation Improvements and Payment of Maintenance Costs (“Agreement”) is entered into as of ____________, 2026 (“Effective Date”), by and between the City of Hemet, a California municipal corporation (“City”), and Raintree Investment Corporation, a California Corporation (“Raintree”). City and Raintree may be referred to herein individually as a “Party” and collectively as the “Parties.”
RECITALS
WHEREAS, Raintree caused certain landscaping and irrigation improvements to be constructed along the State Street frontage of the McSweeny development in the City of Hemet, generally depicted in that certain plan set identified as “McSweeny Farms State St Landscaping EMWD WO 77926 CO1” and related project documents (collectively, the “Improvements”).
WHEREAS, during inspection of the Improvements, the City determined that portions of the irrigation system were not constructed in conformance with the City-approved plans, standard specifications, and/or City landscape irrigation standards, including, without limitation, use of spray irrigation and other irrigation configurations in locations where the City’s standards would have required a different irrigation approach (the “Identified Nonconforming Work”).
WHEREAS, the Parties acknowledge that the Identified Nonconforming Work is expected to increase maintenance expense relative to an irrigation system constructed to City standards with an estimated maintenance cost differential of approximately $465 per month, or $5,580 per year, attributable to the existing irrigation configuration.
WHEREAS, the City maintains City of Hemet Community Facilities District No. 2019-01 (McSweeny) (“CFD No. 2019-01”), which is authorized to fund landscape maintenance, including irrigation and drainage systems, weed control, repair/replacement, inspection, and related services and incidental expenses.
WHEREAS, in lieu of requiring immediate reconstruction of the Identified Nonconforming Work solely to meet City landscape irrigation standards, and subject to the terms of this Agreement, the City is willing to accept the Improvements upon payment by Raintree of a one- time lump sum of Fifty-Five Thousand Eight Hundred Dollars ($55,800.00), representing the agreed amount to offset the projected increased maintenance burden over the expected lifespan of the irrigation improvements (estimated at ten years).
WHEREAS, the City Council has determined that entering into this Agreement is in the public interest.
NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the Parties agree as follows:
16.B.
1. Purpose.
The purpose of this Agreement is to establish the terms upon which Raintree shall make a one- time payment to the City in the amount of $55,800.00 and in exchange for such payment, the City shall accept the Improvements for routine maintenance responsibility notwithstanding the Identified Nonconforming Work, all subject to the reservations, limitations, and conditions set forth herein.
2. Description of Improvements
For purposes of this Agreement, the “Improvements” means the landscape and irrigation improvements located along the State Street frontage of the McSweeny development that are the subject of the Parties’ discussions and the City’s inspection, including associated recycled-water irrigation components, appurtenant landscaping, and related frontage improvements, as more particularly described in Exhibit A attached hereto and incorporated herein by this reference.
3. Payment by Raintree
A.Lump-Sum Payment. Within ten (10) business days after the Effective Date, or such other date as the City Engineer may approve in writing, Raintree shall pay the City the sum of $55,800.00 in immediately available funds.
B.Method of Payment. Payment shall be delivered to the City Finance Department, or by wire or other method approved by the City.
C.Deposit of Funds. The City shall deposit the payment into the City’s existing maintenance CFD account/fund for CFD No. 2019-01 (McSweeny), or into such successor or equivalent City account designated for the receipt and administration of funds for authorized CFD No. 2019-01 maintenance purposes.
D.Authorized Use of Funds. The Parties acknowledge and agree that the payment is intended to offset increased maintenance burdens associated with the Identified Nonconforming Work. Consistent with applicable law and the authorizations governing CFD No. 2019-01, the City may use the payment for maintenance, inspection, repair, replacement, retrofit, conversion to City-standard irrigation improvements, administrative costs, and other authorized services or incidental expenses relating to the accepted frontage improvements and/or other services lawfully funded through CFD No. 2019-01.
4. Conditional Acceptance by City
A.Acceptance Upon Conditions. Subject to Section 4.B, the City shall accept the Improvements for routine maintenance responsibility as of the date on which all of the following have occurred: (i) this Agreement has been duly approved and executed by both Parties; (ii) the City has received the full $55,800.00 payment in cleared funds; and (iii) the City Engineer or designee has confirmed in writing that no unresolved health, safety, access, or operational issues remain that would make acceptance of maintenance responsibility impracticable.
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B.Scope of Acceptance. The City’s acceptance under this Agreement is limited to acceptance of routine maintenance responsibility for the Improvements notwithstanding the Identified Nonconforming Work. Such acceptance shall not constitute: (i) a determination that the Improvements were originally constructed in full compliance with City-approved plans or City standards; (ii) a waiver of any applicable code or regulatory requirement except as expressly set forth herein; (iii) acceptance of any improvement outside the scope described in Exhibit A; or (iv) acceptance of any latent defect, concealed defect, fraudulent concealment, willful misconduct, or separate nonconforming or defective work not expressly disclosed to and knowingly resolved by the City under this Agreement.
C.No Precedent. The Parties acknowledge that this Agreement is a negotiated, case- specific resolution based on the facts and circumstances of this particular project and shall not establish precedent or obligate the City to approve similar arrangements for any other project or applicant.
5. Release; Reservation of Rights
A.City Release of Limited Reconstruction. Effective only upon the City’s receipt of the payment required by Section 3 and the City’s acceptance under Section 4, the City releases Raintree from any claim that Raintree must reconstruct the accepted Improvements solely because of the Identified Nonconforming Work expressly addressed by this Agreement.
B.Limitations. Nothing in this Agreement limits the City’s right to require corrective work or pursue remedies for: (i) latent or concealed defects; (ii) dangerous conditions; (iii) warranty obligations expressly surviving acceptance; (iv) separate work not covered by this Agreement; (v) misrepresentation, fraud, or failure to disclose material facts; or (vi) any violation of law or permit condition unrelated to the specific acceptance granted herein.
C.No Release by City of Third-Party Claims. Nothing in this Agreement releases claims of third parties or limits the City’s right to respond to third-party claims involving the Improvements.
7. No Admission
This Agreement is a compromise of disputed and practical matters relating to project acceptance and maintenance allocation. Neither this Agreement nor any payment made hereunder shall be construed as an admission by either Party of liability, wrongdoing, or violation of law.
8. Indemnity
To the fullest extent permitted by law, and except to the extent caused by the sole negligence or willful misconduct of the City, Raintree shall defend (with counsel reasonably acceptable to City), indemnify, and hold harmless the City and its elected officials, officers, employees, agents, and consultants from and against any and all claims, demands, damages, liabilities,
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losses, costs, and expenses, including attorneys’ fees, arising out of or relating to: (i) the design or construction of the Improvements prior to the City’s acceptance under this Agreement; (ii) the Identified Nonconforming Work; (iii) any latent or concealed defect in the Improvements; (d) any breach by Raintree of this Agreement; or (iv) bodily injury, property damage, or regulatory violation caused by acts or omissions of Raintree or its contractors, subcontractors, consultants, or agents.
The obligations of this Section shall survive termination or completion of this Agreement.
9. Default
A.Raintree Default. Failure by Raintree to timely make the payment required by Section 3, or breach of any material term of this Agreement, shall constitute a default.
B.City Remedies. Upon Raintree’s default, the City may, after written notice and a five (5) business day opportunity to cure for monetary default and a reasonable opportunity to cure for nonmonetary default where cure is reasonably possible: (i) terminate this Agreement; (ii) revoke any unvested acceptance rights under this Agreement; (iii) pursue any legal or equitable remedy; and/or (iv) recover its reasonable attorneys’ fees and costs if it prevails in an action to enforce this Agreement.
10. Authority
Each Party represents and warrants that the person signing this Agreement on its behalf is duly authorized to do so and to bind that Party to the terms hereof.
11. Notices
All notices required or permitted under this Agreement shall be in writing and shall be deemed given when personally delivered, sent by nationally recognized overnight courier, or deposited in the United States mail, postage prepaid, certified or registered, addressed as follows:
To City:
City of Hemet
Attn: City Manager
445 E. Florida Avenue
Hemet, CA 92543
McSweeny Recovery Acquisition, LLC
C/O Raintree Investment Corporation
10421 S Jordan Gateway Blvd, STE 200
South Jordan, UT 84095
Attn: Charlie Jackson
Either Party may change its notice address by giving written notice in accordance with this Section.
16.B.
12. Compliance with Law
This Agreement shall be interpreted and administered in a manner consistent with applicable federal, state, and local law, including the Mello-Roos Community Facilities Act of 1982 to the extent applicable to the use of CFD funds.
13. Entire Agreement
This Agreement constitutes the entire agreement between the Parties regarding the subject matter hereof and supersedes all prior or contemporaneous oral and written negotiations, discussions, understandings, and correspondence concerning that subject matter.
14. Amendment
This Agreement may be amended only by a written instrument approved by the City Council, unless the amendment is expressly delegated by law or Council action to an administrative officer, and signed by authorized representatives of both Parties.
15. Assignment
Raintree shall not assign or transfer its rights or obligations under this Agreement without the prior written consent of the City, which consent may be granted or withheld in the City’s sole discretion.
16. Miscellaneous
A.Governing Law; Venue. This Agreement shall be governed by the laws of the State of California. Venue for any action arising out of this Agreement shall lie exclusively in the Superior Court of California, County of Riverside, or, where appropriate, the United States District Court serving Riverside County.
B.Interpretation. This Agreement shall be construed as though each Party participated equally in its drafting. The rule of construction that ambiguities are to be resolved against the drafting party shall not apply.
C.Severability. If any provision of this Agreement is held invalid or unenforceable, the remaining provisions shall remain in full force and effect.
D.Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original.
E.Electronic Signatures. Signatures transmitted electronically or by PDF shall be deemed original signatures for all purposes.
F.No Third-Party Beneficiaries. This Agreement is for the sole benefit of the Parties and creates no rights in any third party.
16.B.
G.Further Assurances. The Parties shall execute such additional documents and take such further actions as may be reasonably necessary to carry out the purposes of this Agreement.
H.Public Records. The Parties acknowledge that this Agreement and related materials may be subject to disclosure under applicable public records laws.
I.City Discretion Over Maintenance. Nothing in this Agreement obligates the City to perform maintenance in any particular manner or on any particular schedule, provided the City remains compliant with applicable law and its own operational requirements.
J.Attorneys’ Fees. In any action to enforce or interpret this Agreement, the prevailing Party shall be entitled to recover its reasonable attorneys’ fees and costs.
CITY OF HEMET
a California municipal corporation
By: ___________________________
Name: _________________________
Title: __________________________
ATTEST:
By: ___________________________
City Clerk
APPROVED AS TO FORM:
By: ___________________________
City Attorney
RAINTREE INVESTMENT CORPORATION
a California Corporation
By: ___________________________
Name: _________________________
Title: __________________________
Attach CA All-Purpose Acknowledgement
16.B.
Exhibit A
Description of Improvements
The “Improvements” covered by this Agreement consist of the landscape and irrigation improvements along the State Street frontage of the McSweeny development in the City of Hemet, including associated recycled-water irrigation facilities, controllers, valves, meters, mainline/lateral irrigation components, planting areas, and related frontage landscape improvements, as generally shown on the plan set titled “McSweeny Farms – State St Landscaping – EMWD WO 77926 CO1”, dated June 20, 2023, for the State Street frontage, together with the improvements constructed in the field within that frontage area and accepted by the City Engineer pursuant to this Agreement.
For avoidance of doubt, the Improvements accepted under this Agreement are limited to the State Street frontage improvements described above and do not include any off-site, future, deferred, or unrelated improvements unless expressly accepted in writing by the City.
16.B.
16.B.
DCs
MV
FS
Si
1Si
Si
1-1
1-2
1-4
1-5
1-7
1-8
1-10
1-11
1-14
1-15
1-18
1-19
F
E
(2)S3
(1)S3
(2)S3
(3)S3
(2)S3
(2)S3
(3)S4
(3)S4
(3)S4
(1)S2
(1)S2
(1)S2
(1)S2
(1)S2
(1)S2
(1)S4
(1)S4
(1)S4
RECYCLED IRRIGATION LEGEND (LANDSCAPE)
SYMBOL DESCRIPTION
FLOW SENSOR VALVE
RECYCLED WATER METER
EMWD RECYCLED WATER USE SIGNAGE
STRAINER
ISOLATION VALVE
MASTER VALVE
REMOTE CONTROL VALVE (DRIP)
PROPOSED MAINLINE
QUICK COUPLER VALVE
SLEEVE
FS
Si
s
MV
1 REMOTE CONTROL VALVE (SPRAY)
PROJECT LIMIT LINE
FACILITY WATER LEGEND
SEE SHEET L3.002 FOR EQUIPMENT SPECIFICATION
BLOW OFF RECYCLED
(EMWD MAINTAINED)
ISOLATION VALVE
(EMWD MAINTAINED)
C-1
DC
F FERTILIZER INJECTOR
BACK FLOW PREVENTER
PRESSURE REGULATOR
CONTROLLER
E ELECTRICAL METER
EXISTING RECYCLED WATER MAINLINE
(EMWD MAINTAINED)
FIRE HYDRANT
(EMWD MAINTAINED)
EXISTING DOMESTIC WATER MAINLINE
(EMWD MAINTAINED)
EXISTING LANDSCAPE
Si
Si
Si
1-22
1-23
1-25
1-26
1-29
1-30
1-32
1-33
1-36
1-37
(1)S3
(2)S3
(2)S3
(2)S3
(3)S3
(1)S3
(1)S3
2 SCALE: 1" = 40'-0"
IRRIGATION SHEET INDEX
L3.001
MATCHLINE SEE BELOW LEFT
MATCHLINE SEE ABOVE RIGHT
KEYMAP
CACTUS VALLEY
WASH CHANNEL
EMWD WO 16281
TRACT 33825
EMWD WO 16281
TRACT 33825
EMWD WO 16281
TRACT 33825
STATE STREET
STATE STREET
MCSWEENY PARKWAY
STATE STREET
MCSWEENY PARKWAY
BOULDER PARK
CACTUS VALLEY WASH CHANNELVILLAGE LOOP
C-1
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION CONFERENCE BE
SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777, EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS, BUBBLERS, DRIP
EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT AVAILABLE FROM THE
MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM VERTICAL CLEARANCE MUST BE MAINTAINED
AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE.
DECOMPOSED GRANITE
PATHWAY
STREET CENTERLINE
EXISTING 12"
RECYCLED WATER
LINE PER D-31327
SPLIT FACE WALLDECOMPOSED GRANITE
PATHWAY
STREET CENTERLINEEXISTING 12" RECYCLED
WATER LINE PER D-31329
PROPOSED 2" RECYCLED
WATER LINE
PROPOSED 2" RECYCLED
WATER LINE
WATER QUALITY
BASIN
SLEEVING
POC 1
STA 135 + 00
2" RECYCLED WATER SERVICE LINE (PB-10A).
1-1/2" RECYCLED WATER LANDSCAPE METER
PER (PB-11). PER D-31327 PROJECT LIMIT LINE
PROJECT LIMIT LINE
TUBULAR STEEL
FENCE ON MOWCURB
F. H. ASSEMBLY
STA 154 + 51.41
6" POTABLE WATER FIRE
HYDRANT ASSEMBLY
PER P-388
135 + 10.00
1" SERVICE WITHOUT
METER (B-590A)
PER D-31349
EXISTING 24"
DOMESTIC WATER
LINE PER D-31349
EXISTING 24"
DOMESTIC WATER
LINE PER D-31350
EXISTING 24"
DOMESTIC WATER
LINE PER D-31351
SPLIT FACE WALL
TUBULAR STEEL
FENCE ON MOWCURB
MOWCURB AT
PROJECT LIMIT LINE
MOWCURB AT
PROJECT LIMIT LINE
NOTE
EXISTING DOMESTIC WATER MAINLINE IS SHOWN AS DIAGRAMMATIC AND REFERENCE ONLY.
POTABLE / RECYCLED PIPE
CROSSING SLEEVING PER EMWD
STANDARD DETAIL ON SHEET
L3.402
EXISTING 8" POTABLE
WATER LINE PER
D-31334A
06/20/2023
SignatureSignatuignatugnaturgnatureuret reuuuuurreuuurrreeuuurruuuuur 43274444443332774327444433 7744434332727444 2274 2227444327227432744 224 2727444 2277444 244 22274 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67419
Scope of work Removed from EWMD plans to match City of Hemet, CA plans.
Remaing scope of work delayed due to cactis valley wash state street bridge delays. Remaining Scope of work will be completed afeter the bride is constructed
16.B.
NOTE 1
NOTE 2 USE ANTI-DRAIN DEVICES ON IRRIGATION HEADS TO PREVENT LOW HEAD DRAINAGE PER FIELD CONDITION - KINGS BROTHERS UCV SERIES CHECK VALVE.
NOT SHOWN RAINBIRD QF HEADER (3/4" & 1") . UTILIZE RAINBIRD DRIP COMPRESSION FITTINGS FOR 5/8" TUBING.
DRIP SYSTEM SCH. 40 PURPLE PVC SUPPLY AND FLUSH LINE (BURY 4" BELOW FINISH GRADE).
FLUSH VALVE NIBCO SCH. 40 PVC BALL VALVE. INSTALL PER DETAILS AND MANUFACTURER'S SPECS. - -
-
I. THRU IV.
I. THRU IV.
I. THRU IV.
- I. THRU IV.
DRIP SYSTEM DRIPLINE - RAINBIRD XFS-CV-06-12 WITH PURPLE STRIPE. BURY DRIP TUBING 4" BELOW FINISH GRADE AT 12" O.C. FOR TURF AND INSTALL DRIP LINE ON GRADE @ 18" O.C.
FOR SHRUB AREAS. PREPARE AND COVER DRIP SYSTEM TUBING AND COMPONENTS WITH MULCH PER PLANTING PLANS.
DRIP SYSTEM INDICATOR - INSTALL A RAINBIRD RD12-S-P30-NP-F-4' VAN NOZZLE (CLOSED POSITION) PER DETAILS - I. THRU IV.
RD04-S-P30-F-NP-5QBRAINBIRD 5 -- 0.50- - 2 BUBBLERS PER TREE - I. THRU IV.TREE POP UP NOTE 3 IN PLANTING AREAS LESS THAN 15' THE CONTRACTOR SHALL INSTALL PCS SCREENS PER THE RAINBIRD PCS LEGEND.
RAINBIRD PRE-ASSEMBLED SA SERIES SWING JOINTS SHALL BE USED ON IRRIGATION SPRAY AND ROTOR POP-UP HEADS.
MODELS - SA 6050 1/2" x 6" FOR 4" & 6" POP-UPS, SA125050 1/2" x 12" FOR 12" POP-UPS / SA127575 FOR 1/2" x 12" FOR 3/4" INLET ROTORS NOTE 1,2,3
- I. THRU IV.
PVC SLEEVES - USE PURPLE SCHEDULE 40 PVC (FOR 2 1/2" AND SMALLER), PURPLE CLASS 315 PVC (FOR 4" THROUGH 6"). MAINLINE, LATERAL LINE AND WIRE SLEEVES -
BURY BELOW FINISH GRADE
--
A -
A -
I. THRU IV.
PVC PIPE FITTINGS
-
-
-
I. THRU IV.
I. THRU IV.
I. THRU IV.
I. THRU IV.
I. THRU IV.
I. THRU IV.
I. THRU IV.
I. THRU IV.
RAINBIRD SERIES 44NP ACME - 1" QUICK COUPLER WITH PURPLE LOCKING VINYL COVER WITH ACME THREADS. INSTALL ON MAINLINE PER PLANS, REFER TO EMWD STANDARD DETAIL.
WATER METER 1 1/2" - PROVIDED BY CIVIL. VERIFY SERVICE, PRESSURE AND LOCATION IN FIELD.
SCH 40 FITTINGS - PVC PIPE FITTINGS SHALL BE SCH 40 MINIMUM UNLESS NOTED TO BE SCHEDULE 80
NOT SHOWN
- I. THRU IV.
*
IRRIGATION WIRE PULL BOX - INSTALL TWO-WIRE WITHIN AN 1 1/2" SCH. 40 PVC ELECTRICAL CONDUIT .PULL BOXES SHALL ALSO BE INSTALLED AT EVERY STREET CROSSING, WALKS GREATER THAN 8'-0" AND ACCESS DRIVE 5'-0" OR WIDER, TYPICAL.
RAINBIRD EFB-CP SERIES REMOTE CONTROL, NORMALLY CLOSED "MASTER" VALVE. (SIZE PER PLAN). WITH PURPLE FLOW CONTROL HANDLE. PIPE FROM METER TO MASTER VALVE MUST BE COPPER PER EMWD.
I. THRU IV.
I. THRU IV.
RAINBIRD ESP-LXMEF IRRIGATION CONTROLLER (PER PLANS) IN A SERVICE STRONG BOX (TOP MOUNT CONTROLLER ENCLOSURE ) ASSEMBLY WITH SURGE PROTECTION, FLOW SENSOR, RAIN SENSOR, WIND SENSOR, AND SOIL MOISTURE SENSOR EXTERNAL ANTENNA, 1 YEAR OF PRE-PAID DATA SUBSCRIPTION & (FLOW SENSOR - SIZE PER PLAN).
CONTROLLER TO BE INSTALLED WITH MANUFACTURER ET MANAGER SYSTEM.
BACK FLOW PREVENTER. FEBCO DOUBLE CHECK MODEL#LF850
RAINBIRD PESB SERIES REMOTE CONTROL VALVE (5GPM TO 200GPM) W/ PURPLE FLOW CONTROL HANDLE AS NOTED ON PLANS. SIZE VALVE PER PLAN. FOR FLOWS BELOW 10 GPM, RAINBIRD RECOMMENDS THE FLOW CONTROL STEM BE TURNED DOWN TWO (2) FULL TURNS FROM THE FULLY OPEN POSITION.
BACKFLOW ENCLOSURE. RECYCLED BACKFLOW PREVENTOR MUST BY SPECIFIED ON THE PLANS AS A DOUBLE CHECK BACKFLOW USE NDS PRO OR APPROVED EQUAL RECYCLED WATER (PURPLE) VALVE BOXES. CONTRACTOR TO USE STANDARD VALVE BOXES FOR SINGLE VALVES AND JUMBO BOXES FOR DRIP VALVE ASSEMBLIES. ALL VALVE BOXES SHALL BE AS FOLLOWS: SHRUB AREA (PURPLE) IN COLOR. ALL BOXES TO HAVE LOCKED LIDS WITH STAINLESS STEEL
HARDWARE
RAINBIRD WR2 RAIN/FREEZE SENSOR. LOCATE AT CONTROLLER. INSTALL PER MANUF. SPECS. R I. THRU IV.
B,E
A
20 CONTROL CABLE
RECYCLED WATER IRRIGATION MAINLINE (BURY BELOW FINISH GRADE), SCH. 40 "PURPLE" PVC FOR RECYCLED WATER - 1 1/2" AND SMALLER, CLASS 315 PURPLE PVC-2" AND LARGER. USE ONLY LASCO SCHEDULE 80 FITTINGS NO SUBSTITUTIONS. REFER TO EMWD STANDARD DETAIL SCH 40 PVC LATERAL LINE (BURY 12" BELOW FINISH GRADE) * PURPLE PIPE LETTERED "RECYCLED WATER", PER WATER DISTRICT'S RECYCLED WATER REQUIREMENTS.
A,D
B,C
-
E,F
E,F
E,F
-
-
-
B
-
-
-
-
-
-
-
-
-
G
-
-
A
A,C,E
-
-
C
-
C
E
- I. THRU IV.
I. THRU IV.
-- G
--
--
--
-
H -
F -
A -
--
--
--
--
-
-
-
-
-
--
-
G
E,F
--
-
-
-
-
-
-
-
-
-
RECYCLED WATER SIGN - REFER TO EMWD STANDARD RECYCLED WATER DETAIL FOR MATERIAL AND INSTALLATION METHOD. REFER TO IRRIGATION PLANS FOR SIGN LOCATIONS YARDNEY MAXI-CLEAN BASKET STRAINER MODEL #MCS 2-1, USE PURPLE FINISH FOR RECLAIMED APPLICATION SIZE PER PLAN. REFER TO EMWD STANDARD DETAIL RAINBIRD FLOW SENSORS SERIES FS-X-P (SIZE PER PLAN). INSTALL AND CALIBRATE FLOW SENSOR PER FLOW SENSOR AND CONTROLLER MANUFACTURERS SPECIFICATIONS. MIN FLOW- 5.4 GPM MAX FLOW- 54 GPM
NIBCO T-113 SERIES THREADED GATE VALVE WITH PURPLE CROSS TOP HANDLE FOR MAINLINES 2" AND SMALLER. (SIZE PER PLAN) #14 AWG-UF (DIRECT BURY) SOLID COPPER WIRE (BURY ALONG MAINLINE) UL APPROVED.
DC
s
MV
FS
Si
RAIN BIRD XCZ-100-PRBR CONTROL ZONE KITS WITH PURPLE FLOW CONTROL HANDLE (0.3 GPM TO 20 GPM MAX.) SIZE PER PLAN I. THRU IV.
F EZ FLOW FERTILIZER INJECTOR FX & HC SERIES IN RECTANGULAR VALVE BOX WITH SOLVENT WELD BALL COUPLING. INJECTOR AND VALVE BOX. (SIZE PER LEGEND) LOCATED ON INJECTOR DETAIL.
- A- -
I. THRU IV.- FWILKINS 510XL SERIES PRESSURE REGULATOR 75-125 PSI. INSTALL PER MANUF. RECOMMENDATIONS (SIZE PER PLAN) --
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
3 IRRIGATION LEGENDS CALCS
L3.002
C-1
1 RD04-S-P30-F-NP-1401RAINBIRD 5 -- 0.50- - 1 BUBBLERS PER VINE - I. THRU IV. POP UP NOTE 1,2,320 -- B E,F
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777, EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE REC YCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS, BUBBLERS, DRIP EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC.
TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT AVAILABLE FROM THE MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM VERTICAL CLEARANCE MUST BE MAINTAINED AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE.
A,F -
06/20/2023
SignatureSignatuiit ttgnatureuretuurreretuuuurrreeuuureuuuurruuuur 43274327444433 743274324443243273 74432732332727444432744 222744 274327444 22744 2277444 22774 227444 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67420
16.B.
A. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE
INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION AT THESE
PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT)
SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE.
B. CONTRACTOR ORIENTATION/PRE-CONSTRUCTION MEETING: THIS MEETING SHALL BE
CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES,
SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS PERSONNEL, SCHEDULE AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE
MEETING, THE CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS.
C. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS OBSERVATION SHALL BE
PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL
PRESSURE MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE
CORRECTED AT THIS TIME TO THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.
D. IRRIGATION MAINLINE AND PRESSURE TEST: THIS OBSERVATION IS FOR THE PURPOSE OF
REVIEWING ALL MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND
VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS.
ALL PRESSURE LINES SHALL BE TESTED UNDER A SUSTAINED HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS.
THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB
SUPERINTENDENT) TO MANUFACTURER'S ACCEPTED TESTING PROCEDURES AND
APPROVED IN WRITING BY THE OWNER (JOB SUPERINTENDENT), PRIOR TO BACKFILLING ANY TRENCHES. CONTRACTOR SHALL FURNISH NECESSARY FORCE PUMP AND ALL OTHER NECESSARY TESTING EQUIPMENT.
E. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER (JOB
SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS, WITH TRENCHES
OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF PIPE AND EQUIPMENT ASSEMBLIES.
F. IRRIGATION COMPLETION/COVERAGE TEST: THIS OBSERVATION IS TO INSURE
CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM TO INSURE INTENDED COVERAGE.
THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC. PRIOR TO THIS OBSERVATION. THIS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION.
G. IRRIGATION AUDIT - AN IRRIGATION THIRD PARTY AUDIT SHALL BE PERFORMED IF REQUIRED BY THE APPROVING AGENCY. ALL AUDIT MATERIALS WILL BE PROVIDED BY OTHERS. THE CONTRACTOR SHALL ATTEND THE AUDIT AND PROVIDE SUPPORT TO THE AUDITOR. THE
IRRIGATION CONTRACTOR SHALL INCLUDE IN HIS CONTRACT MATERIALS AND LABOR TO COMPLY WITH THE AUDITORS REQUIREMENTS TO PASS THE AUDIT REQUIREMENTS.
A. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE
UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE BRIGHTVIEW DESIGN GROUP TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE BRIGHTVIEW DESIGN GROUP TO PROVIDE AND
COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY
INCREASE THE RISK OF LOSS RESULTING, AMONG OTHER CAUSES, FROM
MISINTERPRETATION OF THE INTENT OF THE DESIGN, UNAUTHORIZED MODIFICATIONS
THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT.
THEREFORE, IN THE EVENT THAT BRIGHTVIEW DESIGN GROUP IS OTHERWISE PRECLUDED
FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER,
OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED
THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND BRIGHTVIEW DESIGN GROUP FROM AND AGAINST ANY AND ALL CLAIMS.
A. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
B. CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES.
C. LICENSE: ALL WORK SHALL BE PERFORMED BY A STATE LICENSED LANDSCAPE IRRIGATION CONTRACTOR.
D. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL
VERIFY, AT THE SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE IRRIGATION SYSTEM. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) IMMEDIATELY.
E. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO METER (P.O.C.) AT EACH POINT OF CONNECTION PRIOR TO THE COMMENCEMENT OF WORK.
F. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES
OR OTHER MEANS ALL PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, SHRUB / TURF
DELINEATIONS AND HEADS FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT.
G. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF HIS ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER (JOB SUPERINTENDENT).
H. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLETION, MODIFICATION OR REVISIONS OF THE SYSTEMS AS NECESSARY TO MAINTAIN THE CONSISTENT COVERAGE DESIGN OF THE CONTRACT DOCUMENTS. ANY
DEVIATION FROM THE CONTRACT DOCUMENTS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT.
I. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS, ARE DRAWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL MAKE MINOR
ADJUSTMENTS TO THE SYSTEM AS REQUIRED TO AVOID PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES, THE CONTRACTOR SHALL INSURE
THAT THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING
ELEMENTS, CONSTRUCTION ELEMENTS, AND
EXISTING UTILITIES.
J. ALL SPRAY SYSTEMS REQUIRE 100% DOUBLE COVERAGE PER THE DEPARTMENT OF WATER RESOURCES AB 1881 REQUIREMENTS. NOTE ALL OVERHEAD SPRAY AREAS MAY BE SUBJECT TO A THIRD PARTY IRRIGATION AUDIT. IRRIGATION ADJUSTMENTS AND ADDITION OF HEADS TO ACHIEVE
UNIFORM COVERAGE SHALL BE INCLUDED IN THE CONTRACTORS BID/CONTRACT K. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION FROM POWER SOURCE TO CONTROLLERS.
L. AS BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE `AS
BUILT' RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. DRAWINGS SHALL SHOW APPROVED
SUBSTITUTIONS AND FINAL CHANGES, IF ANY, OF MATERIAL INCLUDING MANUFACTURER'S NAME AND CATALOG NUMBER. BEFORE THE TIME OF THE FINAL INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE `AS BUILT' SET AND FIELD
STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION
TO A REPRODUCIBLE PLAN, PROCURED FROM THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. THE CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS. ALL WORK
SHALL BE NEAT AND LEGIBLE AND SUBJECT TO THE REVIEW OF THE LANDSCAPE ARCHITECT AND APPROVED BY THE OWNER.
1. THE CONTRACTOR SHALL DIMENSION FROM 2 PERMANENT POINTS OF REFERENCE, (IE: BUILDING CORNERS, SIDEWALK OR ROAD INTERSECTIONS, ETC.) THE LOCATION OF THE FOLLOWING ITEMS:
a. POINT OF CONNECTION.
b. ELECTRICAL SERVICE CONNECTION.
c. GATE VALVE
d. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION AT EVERY CHANGE IN
DIRECTION / FITTING LOCATION)
e. SPRINKLER CONTROL VALVES.
f. ROUTING OF CONTROL WIRING.
g. QUICK COUPLING VALVES.
M. CONTROLLER CHARTS: PROVIDE 2 CONTROLLER CHARTS FOR EACH CONTROLLER. THE
CHART SHALL BE A REDUCED DRAWING OF THE APPROVED AS-BUILT AND SHALL SHOW THE AREA CONTROLLED BY THE CONTROLLER. THE CHART SHALL INDICATE WITH A DIFFERENT COLOR THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED BY THE OWNER, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN 2 PIECES OF 10 MIL PLASTIC AND TURNED OVER TO THE OWNER WHO WILL PLACE ONE COPY INSIDE THE CONTROLLER DOOR.
N. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION
THAT THE IRRIGATION SYSTEM IS INSTALLED FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.
THIS SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS IRRIGATION AND STATE LICENSED CONTRACTOR'S LICENSE NUMBER.
O. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER (JOB
SUPERINTENDENT), AS A PART OF THIS CONTRACT, THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL SITE OBSERVATION:
1. A REPRODUCIBLE SET OF `AS BUILT' DRAWINGS.
2. THE ORIGINAL OF ANY GUARANTEE LETTERS.
3. THE ORIGINAL OF THE CERTIFICATION LETTER.
4. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER.
5. TWO (2) SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING, ADJUSTING,
ASSEMBLING AND REMOVING EACH TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER.
6. TWO (2) QUICK COUPLER QUILLS AND HOSE SWIVEL.
P. OPERATION AND MAINTENANCE MANUALS: PRIOR TO COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PREPARE ONE (1) DIGITAL ELECTRONIC COPY AND A HARD COVER BINDER WITH THREE (3) RINGS CONTAINING THE FOLLOWING INFORMATION:
1. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF
EQUIPMENT WITH NAME AND ADDRESSES OF LOCAL MANUFACTURER'S REPRESENTATIVES.
2. CATALOG AND PARTS SHEET ON EVERY TYPE OF MATERIAL AND EQUIPMENT BEING INSTALLED.
3. COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT.
1. BASE SHEETS WERE DERIVED FROM PLANS:
PREPARED BY: _____________________________________________ TITLED: ___________________________________________________ DATED: ___________________________REVISED:________________ COPIES AVAILABLE FROM OWNER UPON REQUEST.
1. WATER INFORMATION WAS DERIVED FROM:
MR/MS: __________________________________________________ OF: _____________________________________________________ PHONE: ____________________ DATE: _______________________
1. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE LEGEND AND INSTALLED AS PER DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION.
ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT PRIOR TO ORDERING OR INSTALLATION.
2. ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT
APPARENTLY MEETS THE REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE
INFORMATION SUBMITTED, AND DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENT'S SUCCESSFUL OPERATION.
3. MANUFACTURER'S WARRANTY: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF THIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE.
4. SOLVENT WELD MAINLINE PIPE: PRESSURE MAINLINE PIPE SIZED 1-1/2" AND SMALLER SHALL BE IPS PRESSURE RATED PVC 1120 SCHEDULE 40 RATED PIPE. PRESSURE MAINLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALL BE IPS PRESSURE RATED PVC 1120 SDR 13.5 315 PSI RATED PIPE PVC (CLASS 315) CONFORMING TO MATERIALS ASTM D1784 AND PRODUCT DESIGN ASTM D2214 FOR SDR 315 AND ASTM 1784 FOR SCHEDULE 40 PIPE, BURIED A MINIMUM OF TWENTY-FOUR INCHES (24") DEEP WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, TYPE 1, GRADE 1 (PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784).
5. LATERAL LINE PIPE: NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PRESSURE RATED PVC 1120 SDR 21 200 PSI RATED PIPE CONFORMING TO MATERIALS ASTM D1784 AND PRODUCT DESIGN ASTM D2214 FOR SDR 21 PIPE 200 PSI RATED PIPE CONFORMING TO MATERIALS ASTM D1784 AND PRODUCTS DESIGN ASTM D2214 FOR SDR 21 PIPE 200, BURIED A MINIMUM OF 12" DEEP WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, TYPE 1, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784.
6. GASKET SEAL MAINLINE PIPE: PRESSURE MAINLINE PIPE SIZED FOUR INCHES (4") AND LARGER SHALL BE IPS PRESSURE RATED PVC 1120 SDR 21 200 PSI RATED PIPE, CONFORMING TO MATERIALS ASTM D1784, PRODUCT DESIGN ASTM D2214, GASKET JOINT ASTM DB139, GASKET ASTM F477, CELL CLASS ASTM 1245A, BURIED A MINIMUM OF TWENTY FOUR INCHES (24") BELOW FINISH GRADE WITH THRUST BLOCKS PER MANUFACTURER'S INSTRUCTIONS.
7. SOLVENT CEMENT: SOLVENT PRIMER SHALL CONFORM TO ASTM D-2564. SOLVENT CEMENT SHALL CONFORM TO ASTM D2564.
8. SOLVENT FITTINGS: SOLVENT FITTINGS SHALL BE SCHEDULE 40 PRODUCED FROM PVC TYPE 1 CELL CLASSIFICATION B2454-B.
9. THREADED FITTINGS: THREADED FITTINGS SHALL BE SCHEDULE 40 AND THREADED NIPPLES SHALL BE SCHEDULE 80, PRODUCED FROM PVC TYPE 1 CELL CLASSIFICATION 12454-B. USE PERMATEX #51/TEFLON TAPE OR APPROVED PIPE JOINT COMPOUND PER FITTINGS MANUFACTURER'S RECOMMENDATIONS.
10. STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS.
11. STEEL PIPE BELOW GRADE: ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE SHALL BE COATED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC.
12. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE 85% RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED PIPE. FITTINGS SHALL BE MEDIUM BRASS, SCREWED, 125 POUND CLASS.
13. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K, (HARD) ASTM B88 SOLDER FITTINGS IN ACCORDANCE WITH ANSI B16.22. OLDER JOINTS SHALL BE 45% SILVER, 15% COPPER, 16% ZINC, 24% CADMIUM AND SOLIDUS AS 1125oF AND LIQUIDS AT 1145oF., CONFORMING TO ASTM B206 AND FS QQ-B-655C.
14. METAL PIPE JOINTS: ALL CONNECTIONS TO BE SEALED WITH PIPE JOINT COMPOUND FOR METAL JOINTS.
15. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT UL APPROVED. MINIMUM SIZE IS #14 AWG, BURIED TWENTY FOUR (24") INCHES BELOW GRADE. USE DIFFERENT COLOR CONTROL WIRE FOR EACH CONTROLLER. COMMON
WIRES SHALL BE WHITE OR A DIFFERENT COLOR FROM THE CONTROL WIRES FOR EACH OF
AUTOMATIC CONTROLLER ON THE SITE,
(OR)
17. SPARE CONTROL WIRE FOR CONVENTIONAL CONTROLLER: PROVIDE FOUR (4) UNUSED #14 AWG WIRES FROM EACH CONTROLLER TO THE LAST VALVE ON EACH SYSTEM. WHEN THE SYSTEM SPLITS INTO DIFFERENT DIRECTIONS WITHIN 100 FEET OF THE CONTROLLER PROVIDE FOUR (4) SPARE #14 AWG WIRES FROM THE CONTROLLER FOLLOWING EACH DIRECTION OF THE IRRIGATION MAINLINE. PROVIDE A THIRD (3RD) COLOR WIRE OR MARK THE WIRES “SPARE” IN THE CONTROLLER CABINET.
18. WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET.
19. EXPANSION CURL: A TWELVE INCH (12") EXPANSION CURL SHOULD BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION AND AT LEAST EVERY ONE HUNDRED (100) FEET OF WIRE LENGTH. AT STREET CROSSINGS AND GATE VALVE LOCATIONS THE CONTRACTOR SHALL BRING ALL THE WIRES TO GRADE AND PROVIDE A 12" EXPANSION CURL COVERED BY A RECTANGULAR VALVE BOX MARKED `IRRIGATION WIRE'.
20. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3577 CONNECTOR SEALING PACKS, PEN- TITE WIRE CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR. ALL SPLICES SHALL BE MADE AT VALVES OR CONTROLLER. NO OTHER SPLICES WILL BE ALLOWED UNLESS APPROVED BY THE OWNER (JOB SUPERINTENDENT). ALL
SPLICES NOT AT VALVES, SHALL BE MADE IN A RECTANGULAR VALVE BOX MARKED `IRRIGATION WIRE'.
21. TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE.
22. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES TWO INCHES (2") OR LARGER. BACKFILL SHALL BE
MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES.
23. LINES UNDER PAVING: ALL IRRIGATION LINES, VALVES AND WIRING RUNS SHOWN ON PLANS IN THE STREET, PAVED AREAS AND UNDER HARDSCAPING ARE DIAGRAMMATIC. INSTALL
THESE LINES, VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS
THAT THEY MUST CROSS THAT PAVED AREA TO GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS NOTED OTHERWISE.
24. STREETS: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE
IS NECESSARY, IT SHALL BE DONE AND REPLACED TO MATCH THE EXISTING WORK TO THE OWNER'S (JOB SUPERINTENDENT'S) SATISFACTION, BY THE CONTRACTOR.
25. SLEEVES: SLEEVES SHALL BE INSTALLED UNDER ALL STREETS AND PAVEMENT WIDER THAN SEVEN FEET (7') PER THE IRRIGATION PLAN. THE CONTRACTOR SHALL COORDINATE THE
INSTALLATION OF SLEEVES WITH THE OWNER (JOB SUPERINTENDENT) PRIOR TO THE PAVING BEING INSTALLED.
26. SLEEVE/PIPE COVER: ALL WIRE, PRESSURE AND NON-PRESSURE PIPE INSTALLED UNDER ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN CLASS 315 PVC SLEEVES BURIED A MINIMUM OF TWENTY-FOUR INCHES (24") BELOW THE ROAD BED OR AS REQUIRED BY THE GOVERNING AGENCY AND BACKFILLED PER GEOTECHNICAL REPORT SPECIFICATIONS.
27. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER.
28. CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWENTY FOUR INCHES (24") BETWEEN VALVE BOXES, AND A MINIMUM OF EIGHTEEN INCHES (18") BETWEEN VALVE BOXES AND ANY WALK OR STRUCTURE.
29. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM
HAS BEEN FLUSHED TO THE COMPLETE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT).
30. HEAD SPACING: SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER.
31. INSTALLATION ANGLE OF IRRIGATION HEAD: ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS.
32. PIPE ON GRADE: ALL PIPE ON GRADE SHALL BE SECURED TO SLOPE SURFACES AT 10' O.C.
AND TO FLAT AREAS AT 20' O.C. MAXIMUM WITH #4 X 24" REBAR WITH `J' HOOKED RADIUS AT ONE END TO HOLD PIPE SECURELY IN PLACE.
33. IRRIGATION SYSTEM REQUIREMENTS PRIOR TO PLANTING: THE ENTIRE SPRINKLER
IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION PRIOR TO THE START
OF ANY PLANTING WORK AND AN IRRIGATION COVERAGE TEST SHALL ALSO BE PERFORMED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF ANY PLANTING.
NA
CASC ENGINEERING AND CONSULTING
774-civil-blp-xrf
NA
JEFFREY A. ANDERSON
AEI CASC ENGINEERING
(858)796-6500 06/29/2005
EMWD SPECIFICATION SHEET DISCLAIMER: THE
LANDSCAPE ARCHITECT ASSUMES RESPONSIBILITY FOR
ALL INFORMATION ON THIS SHEET. EMWD DOES NOT
REVIEW OR ACCEPT THIS INFORMATION. EMWD'S
SIGNATURE ON THIS SHEET IS TO COMPLETE THE
IRRIGATION PACKAGE FOR INFORMATION PURPOSES
ONLY.
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
4 IRRIGATION SPECIFICATION
L3.003
GAIN INSTALLATION CERTIFICATION OF THE CONTROLLER, MASTER VALVE, AND FLOW METER FROM RAIN BIRD PRIOR TO START OF ESTABLISHING MAINTENANCE. PROVIDE BRIGHTVIEW DESIGN GROUP WITH A WRITTEN COPY OF INSTALLATION CERTIFICATION. 103
88.5 25
2 PSI
GPM
INCH
PSI
CONTROLLER
MAXIMUM DESIGN FLOW
WATER METER SERVICE SIZE
WATER METER
STATIC WATER PRESSURE AT POC
DESIGN WATER PRESSURE
P.O.C. SYSTEM #1 RECLAIMED WATER
STA 135+00CIVIL STATION NUMBER
IRRIGATED AREA PER METER
MASTER VALVE
CERTIFICATION NOTE:
56,163 SF
THE CONTRACTOR SHALL VERIFY THE POC SIZE, LOCATION, AND
STATIC WATER PRESSURE PRIOR TO PERFORMING ANY
IRRIGATION WORK UNDER THIS CONTRACT.
FLOW SENSOR
APPROXIMATE LOCATION OF ONE 1 RAINBIRD FS-150P FLOW
SENSOR PER IRRIGATION LEGEND
F
1-1/2"
1-1/2"
FERTILIZER INJECTOR
LOCATION OF 1 EZ-FLOW FERTILIZER INJECTOR PER IRRIGATION LEGEND.
1-48 STATION CONTROLLER
APROXIMATE LOCATION OF 1 RAINBIRD ESP-LXMEF IRRIGATION
CONTROLLER.
CONTROLLER ELECTRICAL SERVICE (BY CONTRACTOR) THE
CONTRACTOR SHALL VERIFY THE EXTACT LOCATION OF THE
ELECTRICAL POC AND STAKE THE EXACT CONTROLLER LOCATION
IN THE FIELD FOR APPROVAL BY THE OWNER. THE CONTRACTOR
SHALL PROVIDE AND INSTALL CONTROLLER AND BACK BOARD FOR
CONTROLLER IN A STAINLESS STEEL CONTROLLER ENCLOUSURE
PER IRRIGATION LEGEND.
APPROXIMATE LOCATION OF ONE 1 RAINBIRD 1-1/2" EFB-CP
NORMALY CLOSED MASTER VALVE WITH A 24 VOLT IRRIGATION
SOLENOID PER THE IRRIGATION LEGEND
CONTROLLER #1
WATER METER SIZE 1 1/2 INCH
BASKET STRAINER
BACKFLOW NOTE:
BACKFLOW PREVENTER FEBCO MODEL #LF850.
BACKFLOW MUST BE DOUBLE CHECK
GATE VALVE
C-1
DC
s
MV
FS
1 PRESSURE REGULATOR 1-1/2"
APPROXIMATE LOCATION OF ONE 1 WILKINS 510XL SERIES
PRESSURE REGULATOR 75-125 PSI.
APPROXIMATE LOCATION OF 1 YARDNEY MAXI-CLEAN 1-1/2"
BASKET STRAINER(S) YARDNEY MODEL MCS 1-2.
APPROXIMATE LOCATION OF 1 NIBCO 1-1/2" T-113 SERIES
THREADED CROSS TOP GATE VALVES.
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION CONFERENCE BE
SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777, EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS, BUBBLERS, DRIP
EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT AVAILABLE FROM THE
MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM VERTICAL CLEARANCE MUST BE MAINTAINED
AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE.
06/20/2023
SignatureSignatuiit ttgnatureuretuurreretuuuurrreeuuureuuuurruuuur 43274327444433 743274324443243273 74432732332727444432744 222744 274327444 22744 2277444 22774 227444 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67421
16.B.
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D
D
D
D
D
D
D
D
D
I I I I I
I
F
D
DC
s
MV
FS
Si
1 1-11-2
1-4
1-5
1-7
1-8
F
F
F F F
F
F
F F F
E
C-1
(2)S3
(1)S3
(2)S3
(3)S4
(3)S4
(1)S2
(1)S2
(1)S2
(1)S2
B
B
C
D
B
C
B
C D
B
CB
C
C
C
D
C
C
D
C
D
D
Si
TREES
TREES
TREES
(1)S4
(1)S4
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D
D
D
D
D
D
D
D
D
I I I I I
I
F
D
DC
s
MV
FS
Si
1 1-11-2
1-4
1-5
1-7
1-8
F
F
F F F
F
F
F F F
E
C-1
(2)S3
(1)S3
(2)S3
(3)S4
(3)S4
(1)S2
(1)S2
(1)S2
(1)S2
B
B
C
D
B
C
B
C D
B
CB
C
C
C
D
C
C
D
C
D
D
Si
TREES
TREES
TREES
(1)S4
(1)S4
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D
D
D
D
D
D
VALVE:G.P.M:STA:
D
VALVE:G.P.M:STA:
D
1-10
1-11
1-14
1-15
F F F F F
F
F F F F
F
(3)S3
(2)S3
(
(3)S4(1)S2 (1)S2
F
B
B
C
B
C
D
B
CD
B
BC
D
B
B
CB C
DC C
D
D
D C
C
C
D
C
D
D
C
Si
VINES
TREES
TREES
TREES
(1)S4
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D
D
D
D
D
D
VALVE:G.P.M:STA:
D
VALVE:G.P.M:STA:
D
1-10
1-11
1-14
1-15
F F F F F
F
F F F F
F
(3)S3
(2)S3
(
(3)S4(1)S2 (1)S2
F
B
B
C
B
C
D
B
CD
B
BC
D
B
B
CB C
DC C
D
D
D C
C
C
D
C
D
D
C
Si
VINES
TREES
TREES
TREES
(1)S4
SCALE: 1" = 20'-0"
MATCHLINE SEE BELOW LEFT
MATCHLINE SEE ABOVE RIGHT
MATCHLINE SEE SHEET L3.102
PIPE SIZING LEGEND
1 1/2" 30 GPM
65 GPM
50 GPM
100 GPM
2 1/2"
2 1/2"
2"
3"
G
F
20 GPM
10 GPM
SCH 40 - PVC
7 GPM
1"
3/4"
1 1/4"
C
E
D
B
I
H
CLASS 315 - PVC
BRASS PIPING
65 GPM
1. THE CONTRACTOR INSTALLING THE IN-LINE DRIP IRRIGATION SHALL RECEIVE AN INSTALLATION TRAINING CERTIFICATE FROM THE IRRIGATION PRODUCT SUPPLIER WITHIN THE LAST YEAR.
2. DRIP HEADER SUPPLY LAYOUT - THE CONTRACTOR SHALL INSTALL THE DRIP IRRIGATION SYSTEM TUBING USING A DRIP SUPPLY HEADER (INSTALLED AT THE SOURCE, RCV, AND HIGHPOINT OF THE SYSTEM). ALL TUBING SHALL CONNECT TO A DRIP SUPPLY HEADER. IF NECESSARY, INSTALL A BRANCH/SUB SUPPLY HEADER ON THE UPHILL SIDE OF THE SYSTEM TO CONNECT ALL DRIP SUPPLY TUBING. (REFER TO THE IRRIGATION LEGEND AND DETAIL FOR THE SUPPLY HEADER MATERIALS.)
3. DRIP HEADER DRAIN LAYOUT - THE CONTRACTOR SHALL CONNECT THE LOW END OF ALL IN-LINE DRIP TUBING WITH DRIP DRAIN HEADER. IF NECESSARY, INSTALL A DRAIN/SUB DRAIN HEADER ON THE DOWNHILL SIDE OF THE SYSTEM TO CONNECT ALL LOW DRAINING DRIP SUPPLY TUBING. (REFER TO THE IRRIGATION LEGEND AND DETAIL FOR THE SUPPLY HEADER MATERIALS).
4. INDICATOR HEAD - INSTALL A SYSTEM INDICATOR HEAD ON EVERY SYSTEM AT THE HIGH POINT OF THE SYSTEM, AS SPECIFIED ON THE PLANS.
5. AIR RELEASE VALVE - PROVIDE AN AIR RELEASE VALVE AT THE HIGH POINT OF THE DRIP SYSTEM. SYSTEMS WITH INTERCONNECTED PLANTERS SHALL HAVE INDIVIDUAL AIR RELEASE VALVES AT THE HIGH POINT OF EVERY SYSTEM. DRIP LINES WITH BUILT IN CHECK VALVES DO NOT REQUIRE AIR RELEASE VALVES.
6. FLUSH VALVE - PROVIDE A FLUSH VALVE AT THE LOW POINT OF THE DRIP SYSTEM. SYSTEMS WITH INTERCONNECTED PLANTERS SHALL HAVE INDIVIDUAL FLUSH VALVES AT THE LOW POINT OF EVERY SYSTEM.
DRIP SYSTEM INSTALLATION NOTE:
PIPE SIZING NOTES:
1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND.
2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF
RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE
SIZED THE SAME.
3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 3/4" SIZED PIPE IS ALSO 3/4".
4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE
OR FEWER SPRAY HEADS SHALL BE SIZED 3/4"
1. VALVE LOCATIONS -
A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY
VISUAL AREAS IN LOCATIONS AS APPROVED BY
LANDSCAPE ARCHITECT.
B. LOCATE ALL VALVE BOXES IN SHRUB AREAS,
2. SLEEVES IN THE STREET -
THE CONTRACTORS SHALLS-BUILT THE
STATION# FOR ALL SLEEVES IN THE STREET
ON THE AS-BUILT RECORD PLANS.
3. PLANTERS 8' OR LESS WIDE -
USE SUBSURFACE OR LOW VOLUME IRRIGATION
SYSTEM.
4. GRADING -
FOR ALL GRADING AND DRAINAGE, REFER CIVIL
ENGINEER'S PRECISE GRADING PLANS.
5. PCS SCREENS -
CONTRACTOR SHALL INSTALL PCS SCREENS ON
BUBBLERS AND SPRAY HEADS AS AN AID IN
PREVENTING OVER SPRAY. NO OVER SPRAY OR
RUNOFF WILL BE ALLOWED ONTO ANY
HARDSCAPE AND BUILDINGS, TYPICAL.
6. IRRIGATION AT UTILITIES -
CONTRACTOR SHALL IRRIGATE AROUND ALL
STREET LIGHTS, UTILITY BOXES, STORM DRAINS,
ETC.
7. VALVE AND MAINLINE LOCATION -
LOCATE VALVE AND MAINLINE 3'-0" BEHIND
SIDEWALK, TYPICAL.
4"
WIRE
3"
2 1/2"
1 1/4"
2"
1 1/2"
3/4"
1"
PIPE SIZE SLEEVE SIZE
2" SCH. 40
3" SCH. 40
4" SCH. 40
SLEEVE SIZING LEGEND
2" SCH. 40
4" SCH. 40
6" CLASS 200
STA:
VALVE:
G.P.M:
LF:
ROW:
EMT:
ES:
FLOW IN GALLONS PER MINUTE
VALVE SIZE IN INCHES
CONTROLLER & STATION
DRIPLINE LENGTH
DRIPLINE SPACING
EMITTER SPACING
EMITTER FLOW RATE
FLOW IN GALLONS PER MINUTE
VALVE SIZE IN INCHES
STATION LEGEND
STA:
VALVE:
G.P.M:
DENOTES TREE VALVETREES
HATCH
DENOTES DRIP AREA PER
VALVE. REFER TO
ENLARGED DRIP LINE
IRRIGATION DETAILS FOR
LAYOUT.
CONTROLLER & STATION
(PROGRAM A,B,C,D WHERE MULTIPLE
PROGRAMS ARE NEEDED)
HYDRO ZONE
ZONE:
5 KEYMAP
IRRIGATION PLANS
L3.101
POC 1
STA 135 + 00
2" RECYCLED WATER SERVICE LINE (PB-10A).
1-1/2" RECYCLED WATER LANDSCAPE METER
PER (PB-11). PER D-31327
TUBULAR STEEL FENCE
ON MOWCURB
DECOMPOSED GRANITE
PATHWAY
EXISTING 12"
RECYCLED WATER
LINE PER D-31327
WATER QUALITY
BASIN
CACTUS VALLEY
WASH CHANNEL
EMWD WO 16281
TRACT 33825
EXISTING 12"
RECYCLED WATER
LINE PER D-31327
SPLIT FACE WALLDECOMPOSED GRANITE
PATHWAY
STATE STREET
STATE STREET
STATE STREET
MCSWEENY PARKWAY
BOULDER PARK
CACTUS VALLEY WASH CHANNEL
VILLAGE LOOP
PROJECT LIMIT LINE
PROJECT LIMIT LINE
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION CONFERENCE BE SCHEDULED
PRIOR TO ANY CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777, EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE MOST RECENT EDITION OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS, BUBBLERS, DRIP EMITTERS, OR
DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT AVAILABLE FROM THE
MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM VERTICAL CLEARANCE
MUST BE MAINTAINED AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE.
TUBULAR STEEL FENCE
TUBULAR STEEL FENCE
ON MOWCURB
SPLIT FACE WALL
135 + 10.00
1" SERVICE WITHOUT
METER (B-590A)
PER D-31349
MOWCURB AT
PROJECT LIMIT LINE
EXISTING 24"
DOMESTIC WATER
LINE PER D-31349
EXISTING 24"
DOMESTIC WATER
LINE PER D-31349
NOTE
EXISTING DOMESTIC WATER MAINLINE IS SHOWN AS DIAGRAMMATIC AND REFERENCE ONLY.
POTABLE / RECYCLED PIPE
CROSSING SLEEVING PER EMWD
STANDARD DETAIL ON SHEET
L3.402
EXISTING 8"
DOMESTIC WATER
LINE PER D-31334A
06/20/2023
SignatureSignatuignatugnaturgnatureuret reuuuuurreuuurrreeuuurruuuuur 43274444443332774327444433 7744434332727444 2274 2227444327227432744 224 2727444 2277444 244 22274 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67422
Remove this scope of work to match city improvement scope of work.
Remaining landscaping frontage will be installed after Sate Street Bridge is installed.
16.B.
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D
D D
D
D
D
D
D
D
VALVE:G.P.M:STA:
VALVE:G.P.M:STA:
D
D
1-18
1-19
1-22
1-23
1-25
1-26
F F F
F F
F F
F F F
F
F
F F
(2)S3
(1)S3
(2)S3
(2
(1)S3
(1)S3
B
CB C
D
BB
C
B
C
D
B
CB
CB
C D
B
CD
C C
D
C C
C
C
C
C C
D
Si
Si
TREES
TREES
TREES
VINES
VINES
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D
D D
D
D
D
D
D
D
VALVE:G.P.M:STA:
VALVE:G.P.M:STA:
D
D
1-18
1-19
1-22
1-23
1-25
1-26
F F F
F F
F F
F F F
F
F
F F
(2)S3
(1)S3
(2)S3
(2
(1)S3
(1)S3
B
CB C
D
BB
C
B
C
D
B
CB
CB
C D
B
CD
C C
D
C C
C
C
C
C C
D
Si
Si
TREES
TREES
TREES
VINES
VINES
EXISTING LANDSCAPE
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D D
D
D
D D
D D
D
VALVE:G.P.M:STA:
D
1-29
1-30
1-32
1-33
1-36
1-37
F F
F F
F F
F
F
F F
F
(2)S3
(2)S3
(3)S3
VALVE:G.P.M:STA:
D
D
BB
B
B
B
B C
B
B C
B C
BC
D
C
C
C
C D
C
Si
Si
TREES
TREES
TREES
VINES
VINES
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
VALVE:G.P.M:STA:
STA:VALVE:G.P.M:LF:ROW:
OC
.6 GPH
ES:EMT:
12"
D D
D
D
D D
D D
D
VALVE:G.P.M:STA:
D
1-29
1-30
1-32
1-33
1-36
1-37
F F
F F
F F
F
F
F F
F
(2)S3
(2)S3
(3)S3
VALVE:G.P.M:STA:
D
D
BB
B
B
B
B C
B
B C
B C
BC
D
C
C
C
C D
C
Si
Si
TREES
TREES
TREES
VINES
VINES
MATCHLINE SEE SHEET L3.101
MATCHLINE SEE BELOW LEFT
MATCHLINE SEE ABOVE RIGHT
6 IRRIGATION PLANS
L3.102
SPLIT FACE WALL DECOMPOSED GRANITE
PATHWAY
EXISTING 12"
RECYCLED WATER
LINE PER D-31328
EMWD WO 16281
TRACT 33825
SPLIT FACE WALLDECOMPOSED GRANITE
PATHWAY
EXISTING 12"
RECYCLED WATER
LINE PER D-31329
EMWD WO 16281
TRACT 33825
STATE STREET
STATE STREET
MCSWEENY PARKWAY
PIPE SIZING LEGEND
1 1/2" 30 GPM
65 GPM
50 GPM
100 GPM
2 1/2"
2 1/2"
2"
3"
G
F
20 GPM
10 GPM
SCH 40 - PVC
7 GPM
1"
3/4"
1 1/4"
C
E
D
B
I
H
CLASS 315 - PVC
BRASS PIPING
65 GPM
1. THE CONTRACTOR INSTALLING THE IN-LINE DRIP IRRIGATION SHALL RECEIVE AN INSTALLATION TRAINING CERTIFICATE FROM THE IRRIGATION PRODUCT SUPPLIER WITHIN THE LAST YEAR.
2. DRIP HEADER SUPPLY LAYOUT - THE CONTRACTOR SHALL INSTALL THE DRIP IRRIGATION SYSTEM TUBING USING A DRIP SUPPLY HEADER (INSTALLED AT THE SOURCE, RCV, AND HIGHPOINT OF THE SYSTEM). ALL TUBING SHALL CONNECT TO A DRIP SUPPLY HEADER. IF NECESSARY, INSTALL A BRANCH/SUB SUPPLY HEADER ON THE UPHILL SIDE OF THE SYSTEM TO CONNECT ALL DRIP SUPPLY TUBING. (REFER TO THE IRRIGATION LEGEND AND DETAIL FOR THE SUPPLY HEADER MATERIALS.)
3. DRIP HEADER DRAIN LAYOUT - THE CONTRACTOR SHALL CONNECT THE LOW END OF ALL IN-LINE DRIP TUBING WITH DRIP DRAIN HEADER. IF NECESSARY, INSTALL A DRAIN/SUB DRAIN HEADER ON THE DOWNHILL SIDE OF THE SYSTEM TO CONNECT ALL LOW DRAINING DRIP SUPPLY TUBING. (REFER TO THE IRRIGATION LEGEND AND DETAIL FOR THE SUPPLY HEADER MATERIALS).
4. INDICATOR HEAD - INSTALL A SYSTEM INDICATOR HEAD ON EVERY SYSTEM AT THE HIGH POINT OF THE SYSTEM, AS SPECIFIED ON THE PLANS.
5. AIR RELEASE VALVE - PROVIDE AN AIR RELEASE VALVE AT THE HIGH POINT OF THE DRIP SYSTEM. SYSTEMS WITH INTERCONNECTED PLANTERS SHALL HAVE INDIVIDUAL AIR RELEASE VALVES AT THE HIGH POINT OF EVERY SYSTEM. DRIP LINES WITH BUILT IN CHECK VALVES DO NOT REQUIRE AIR RELEASE VALVES.
6. FLUSH VALVE - PROVIDE A FLUSH VALVE AT THE LOW POINT OF THE DRIP SYSTEM. SYSTEMS WITH INTERCONNECTED PLANTERS SHALL HAVE INDIVIDUAL FLUSH VALVES AT THE LOW POINT OF EVERY SYSTEM.
DRIP SYSTEM INSTALLATION NOTE:
PIPE SIZING NOTES:
1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND.
2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF
RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE
SIZED THE SAME.
3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 3/4" SIZED PIPE IS ALSO 3/4".
4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE
OR FEWER SPRAY HEADS SHALL BE SIZED 3/4"
1. VALVE LOCATIONS -
A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY
VISUAL AREAS IN LOCATIONS AS APPROVED BY
LANDSCAPE ARCHITECT.
B. LOCATE ALL VALVE BOXES IN SHRUB AREAS,
2. SLEEVES IN THE STREET -
THE CONTRACTORS SHALLS-BUILT THE
STATION# FOR ALL SLEEVES IN THE STREET
ON THE AS-BUILT RECORD PLANS.
3. PLANTERS 8' OR LESS WIDE -
USE SUBSURFACE OR LOW VOLUME IRRIGATION
SYSTEM.
4. GRADING -
FOR ALL GRADING AND DRAINAGE, REFER CIVIL
ENGINEER'S PRECISE GRADING PLANS.
5. PCS SCREENS -
CONTRACTOR SHALL INSTALL PCS SCREENS ON
BUBBLERS AND SPRAY HEADS AS AN AID IN
PREVENTING OVER SPRAY. NO OVER SPRAY OR
RUNOFF WILL BE ALLOWED ONTO ANY
HARDSCAPE AND BUILDINGS, TYPICAL.
6. IRRIGATION AT UTILITIES -
CONTRACTOR SHALL IRRIGATE AROUND ALL
STREET LIGHTS, UTILITY BOXES, STORM DRAINS,
ETC.
7. VALVE AND MAINLINE LOCATION -
LOCATE VALVE AND MAINLINE 3'-0" BEHIND
SIDEWALK, TYPICAL.
4"
WIRE
3"
2 1/2"
1 1/4"
2"
1 1/2"
3/4"
1"
PIPE SIZE SLEEVE SIZE
2" SCH. 40
3" SCH. 40
4" SCH. 40
SLEEVE SIZING LEGEND
2" SCH. 40
4" SCH. 40
6" CLASS 200
STA:
VALVE:
G.P.M:
LF:
ROW:
EMT:
ES:
FLOW IN GALLONS PER MINUTE
VALVE SIZE IN INCHES
CONTROLLER & STATION
DRIPLINE LENGTH
DRIPLINE SPACING
EMITTER SPACING
EMITTER FLOW RATE
FLOW IN GALLONS PER MINUTE
VALVE SIZE IN INCHES
STATION LEGEND
STA:
VALVE:
G.P.M:
DENOTES TREE VALVETREES
HATCH
DENOTES DRIP AREA PER
VALVE. REFER TO
ENLARGED DRIP LINE
IRRIGATION DETAILS FOR
LAYOUT.
CONTROLLER & STATION
(PROGRAM A,B,C,D WHERE MULTIPLE
PROGRAMS ARE NEEDED)
HYDRO ZONE
ZONE:
PROJECT LIMIT LINE
PROJECT LIMIT LINE
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION CONFERENCE BE SCHEDULED
PRIOR TO ANY CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777, EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE MOST RECENT EDITION OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS, BUBBLERS, DRIP EMITTERS, OR
DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT AVAILABLE FROM THE
MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM VERTICAL CLEARANCE
MUST BE MAINTAINED AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE.
SPLIT FACE WALL
SPLIT FACE WALL
F. H. ASSEMBLY
STA 154 + 51.41
6" POTABLE WATER FIRE
HYDRANT ASSEMBLY
PER P-388
MOWCURB AT
PROJECT LIMIT LINE
EXISTING 24"
DOMESTIC WATER
LINE PER D-31350
EXISTING 24"
DOMESTIC WATER
LINE PER D-31351
NOTE
EXISTING DOMESTIC WATER MAINLINE IS SHOWN AS DIAGRAMMATIC AND REFERENCE ONLY.
SCALE: 1" = 20'-0"
KEYMAP
STATE STREET
MCSWEENY PARKWAY
CACTUS VALLEY WASH CHANNEL
VILLAGE LOOP
06/20/2023
SignatureSignatuiit ttgnatureuretuurreretuuuurrreeuuureuuuurruuuur 43274327444433 743274324443243273 74432732332727444432744 222744 274327444 22744 2277444 22774 227444 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67423
16.B.
A RECYCLED POC SEQUENCE EMWD STD B
F MASTER VALVED STRAINER EMWD STD E BACKFLOW PREVENTER ENCLOSURE
EASTERN MUNICIPAL WATER DISTRICT
REVISIONS
DESCRIPTION APPR. DATEDATE BY MARK
RECYCLED WATER POC SEQUENCE A-002
SCALE: 1" = 1'-0"DATE PREPARED: 10-22-10
APPROVED: DATE:
BACKFLOW
PREVENTION
ASSEMBLY
METER
QUICK
COUPLING
VALVE
STRAINER
MASTER
VALVE
(NORMALLY
CLOSED)
PRESSURE
REGULATOR
BOOSTER
PUMP
FLOW
SENSOR
DIRECTION OF FLOW
BALL VALVE
MASTER
VALVE
(NORMALLY
CLOSED)
FLOW
SENSOR
GS3/27/2014 1
INSTALL POC
PER EMWD
STD. & SPEC.
MAINTENANCE
RESPONSIBILITY
CUSTOMEREMWD
SEE NOTE 3
SEE NOTE 7
NOTES:
1. STRAINER SHALL BE AT LEAST THE SAME NOMINAL SIZE AS THE METER SIZE.
2. BACKFLOW PREVENTER SHALL BE THE SAME OR ONE SIZE LARGER THAN THE METER OR AS APPROVED BY EMWD.
3. DOUBLE CHECK BACKFLOW PREVENTER REQUIRED ON SITES USING A FERTIGATION / CHEMIGATION SYSTEM OR AS REQUIRED BY THE DISTRICT. INSTALLATION PER EMWD STANDARDS & SPECIFICATIONS B-966, B-967, OR B-968.
4. STRAINER AND BACKFLOW PREVENTER SHALL BE LOCATED ABOVE GROUND IN A PROTECTED ENCLOSURE.
5. BOOSTER PUMP, IF REQUIRED, NEEDS TO HAVE A LOW FLOW/PRESSURE SWITCH.
6. MAINLINE SHALL BE BRASS THROUGH TO THE MASTER VALVE.
7. DUAL MASTER VALVE AND FLOW SENSORS REQUIRED WHEN SYSTEM HAVE LOW GPM FLOW AND HIGH GPM FLOW CONDITIONS.
ADDED DUAL FLOW & REVISED CALLOUTS/NOTES
EASTERN MUNICIPAL WATER DISTRICT
REVISIONS
DESCRIPTION APPR. DATEDATE BY MARK
STRAINER A-005
SCALE: 1" = 1'-0"DATE PREPARED: 10-22-10
APPROVED: DATE:
STRAINER ENCLOSURE, LOCKABLE
FLANGE (2 REQUIRED) (SIZE VARIES)STRAINER (PURPLE)
BRASS UNION
BRASS NIPPLES (LENGTH
VARIES, 5 REQUIRED, LINE SIZE)
BRASS / BRONZE
BALL VALVE
6" THICK CONCRETE PAD
FINISH GRADE
BRASS / COPPER MAINLINE TO
MASTER VALVE AND FLOW SENSOR
BRASS ELBOWS (TxT, THREE
REQUIRED, LINE SIZE)
BRASS / COPPER
MAINLINE FROM WATER
SOURCE
RECYCLED WATER I.D. TAG
NOTE: COMPONENT SHOWN IS A SAMPLE. EACH STRAINER
TYPE SHALL BE DETAILED TO MEET MANUFACTURER SPECS.
EXAMPLE
C EMWD STANDARD NOTES
7 IRRIGATION DETAILS
L3.401
BACK FLOW PREVENTER
SECTION
NOT TO SCALE
FINISH GRADE
1" IN TURF AREAS
1 2
1 2
2" LETTERS - "MV"
LOCKING COVER
RECTANGULAR PLASTIC
VALVE BOX BROOKS,
W/ HEAT BRANDED
CARSON OR EQUAL.
WITH 9 1/2" X 15 1/2"
3 3
4 4
5 5
6 4
6 7
8 7
9 8
9 10
11 10
11 24" 6"
2"
NOTES:
1. ALL THREADS TO BE
WRAPPED WITH TEFLON
TAPE OR EQUAL.
2. EXPANSION CURL WRAP
WIRE AROUND 1/2" DIA.
PIPE 15 TIMES.
AREAS
EXTENSION
WIRE CONNECTORS PER
NOTES
ELECTRIC VALVE PER
LEGEND
PVC MAINLINE
PER LEGEND
PVC MALE ADAPTOR
COMMON WIRE
EXPANSION CURL
CONTROL WIRE
EXPANSION CURL
6" MIN. PEA GRAVEL
2" IN GROUNDCOVER
PER NOTES
3. BUNDLE AND TAPE WIRE 12 "DO NOT DRINK " TAG
12 NOT TO SCALE
SECTION
LEGEND
LEMEUR BACKFLOW
ENCLOSURE (OR
EQUAL) PER LEGEND.
SEE BACKFLOW DETAIL
'F' THIS SHEET
4" DEPTH OF PEA
GRAVEL AS SHOWN
CONCRETE BASE W/
ENCLOSURE ANCHORS
MED. BROOM FIN. 6"
DEEP MIN.
RECOMPACTED
SUBGRADE PER
STRUCT. SOILS
REPORT
#3 RE-BAR CONT. IN
CONC. TYP.
1 2
3 4
5 6
NOTES
A. 1. THE CONTRACTOR SHALL OFF-SET THE
CONC. CURB TO CONFORM TO THE
BACKFLOW DEVICE CONFIGURATION
24"
18"
30"
+-42"
24TYP.
6" 13
SIZE PER BACKFLOW IN FIELD
1 2
4 5
6 3
MIN.
6"
2"
FLOW
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION CONFERENCE
BE SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777, EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE EASTERN
MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS.
POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS, BUBBLERS, DRIP
EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT AVAILABLE FROM
THE MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM VERTICAL CLEARANCE MUST BE
MAINTAINED AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE. 06/20/2023
SignatureSignatuiit ttgnatureuretuurreretuuuurrreeuuureuuuurruuuur 43274327444433 743274324443243273 74432732332727444432744 222744 274327444 22744 2277444 22774 227444 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67424
16.B.
A B IRRIGATION CONTROLLER ENCLOSURE C IRRIGATION CONTROLLER ENCLOSURE STEPPING PAD E POTABLE/RECYCLED PIPE CROSSING EMWD STD. F PIPE TRENCHING EMWD STD. G
EASTERN MUNICIPAL WATER DISTRICT
REVISIONS
DESCRIPTION APPR. DATEDATE BY MARK
RECYCLED / POTABLE PIPE CROSSING A-003
SCALE: 1" = 1'-0"DATE PREPARED: 10-22-10
APPROVED: DATE:
12"
4"
POTABLE MAINLINE
POTABLE MAINLINE
RECYCLED PRESSURE
MAINLINE
FINISH GRADE FINISH GRADE
RECYCLED PRESSURE
MAINLINE
SEE NOTE 2 BELOW
NOTES:
1. SEPARATION BETWEEN POTABLE AND RECYCLED MAINLINE
SHALL MEET THE LATEST REQUIREMENTS OF CDPH
REGULATORY CRITERIA FOR THE SEPARATION OF WATER
MAINS AND NON-POTABLE PIPELINES. CURRENTLY 4'
HORIZONTAL AND 1' VERTICAL IS REQUIRED.
2. THE MINIMUM CLEARANCE BETWEEN THE POTABLE AND
RECYCLED PIPELINE IS 4". SLEEVING OF THE RECYCLED MAIN IS REQUIRED FOR SEPARATION LESS THAN 12".
3. SLEEVING SHALL EXTEND TEN (10) FEET EACH SIDE FROM
THE CENTERLINE OF THE POTABLE LINE. FOR A TOTAL LENGTH OF TWENTY (20) FEET. THE SLEEVE SHALL BE PURPLE PCV CL 200 AND TWICE THE DIAMETER OF THE RECYCLED MAINLINE.
NOTES:
1. SEPARATION BETWEEN POTABLE AND RECYCLED MAINLINE
SHALL MEET THE LATEST REQUIREMENTS OF CDPH
REGULATORY CRITERIA FOR THE SEPARATION OF WATER
MAINS AND NON-POTABLE PIPELINES. CURRENTLY 4'
HORIZONTAL AND 1' VERTICAL IS REQUIRED.
2. THE MINIMUM COVER ABOVE THE MAINLINE SHALL BE PER
EMWD STANDARD SPEC AND MET AT ALL TIMES.
3. SLEEVING SHALL EXTEND TEN (10) FEET EACH SIDE FROM
THE CENTERLINE OF THE POTABLE LINE. FOR A TOTAL LENGTH OF TWENTY (20) FEET. THE SLEEVE SHALL BE PURPLE PCV CL 200 AND TWICE THE DIAMETER OF THE RECYCLED MAINLINE.
RECYCLED WATER MAINLINE BELOW POTABLE MAINLINE RECYCLED WATER MAINLINE ABOVE POTABLE MAINLINE RECYCLED I.D. TAPE
RECYCLED I.D. TAPE
EASTERN MUNICIPAL WATER DISTRICT
REVISIONS
DESCRIPTION APPR. DATEDATE BY MARK
PIPE TRENCH A-004
SCALE: 1" = 1'-0"DATE PREPARED: 10-22-10
APPROVED: DATE:
PRESSURE MAINLINE
FINISH GRADE
3" WIDE RECYCLED I.D. TAPE, SEE SPECS
CONTROL WIRE
LATERAL LINES, SEE SPECS
B
A
CLEAN COMPACTED BACKFILL
CCCCCC
UNDISTURBED SOIL
DIMENSION AB C
1/2" - 2 1/2" 18" 12" 6"
3" - 4"
6"
24" 6"
36" 6"
NOTE:
1. ALL PIPE UNDER PAVING, SHALL BE INSTALLED IN A PURPLE PVC CL 200 SLEEVE TWICE THE DIAMETER OF THE CARRIER PIPE AND LOCATED AT A DEPTH OF 36" TO TOP OF SLEEVE.
C
FERTILIZER INJECTOR EMWD STANDARD NOTES
RECYCLED WATER ADVISORY SIGN EMWD STD.
EASTERN MUNICIPAL WATER DISTRICT
REVISIONS
DESCRIPTION APPR. DATEDATE BY MARK
RECYCLED WATER IRRIGATION ADVISORY SIGN A-008
SCALE: 1" = 1'-0"DATE PREPARED: 10-22-10
APPROVED: DATE:
RECYCLED
WATER
4"
SECTION 'A - A'
AA
RIVET DETAIL
TYPICAL SECTION'
NOTES:
1. SQUARE POST SHALL BE PERFORATED STEEL TUBE POSTS WITH TWO PIECE ANCHOR AND 'TELESPAR' SLEEVE. THE ANCHOR AND SLEEVE ASSEMBLY SHALL CONSIST OF A 2 1/2" SQUARE BY (30" THROUGH SIDEWALK) OR (36" THROUGH SOIL). ANCHOR WITH A 2 1/4" BY 18" SLEEVE.
2. THE NUMBER OF SIGNS, THEIR LOCATIONS, AND HEIGHTS SHALL BE PER EMWD REQUIREMENTS AND AS DIRECTED BY THE DISTRICT REPRESENTATIVE. AT A MINIMUM SIGNS SHALL BE LOCATED AT ALL PROJECT ENTRIES AND AT EACH METER CONNECTION.
3. ANCHOR AND SLEEVE ASSEMBLIES SHALL BE DRIVEN SIMULTANEOUSLY UNTIL 4" REMAINS ABOVE GROUND LEVEL. INSTALL THE 2" GALVANIZED SQUARE SIGN POST MINIMUM 6" INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACE WITH TWO 3/8" DRIVE RIVETS AS SHOWN.
THE RIVETS SHALL BE INSTALLED ON THE SIDE FACING TRAFFIC FLOW AND THE SIDE OF APPROACHING TRAFFIC AS SHOWN.
4. ANCHOR ASSEMBLY SHALL NEVER BE SECURED IN CONCRETE FOOTING
5. ADVISORY SIGN CAN BE PURCHASED FROM EMWD AT (951) 928-3777 EXT. 4412
0.5"
0.375"
0.75"
SECURE SIGN TO POST
WITH 2 DRIVE RIVETS
SQUARE SIGN POST
FINISH GRADE
POST ANCHOR
RIVET LOCATIONS
(SEE NOTE 3)
STREET SIDE OF POST
2" SQ SIGN POST
TYPICAL INSTALL
THROUGH CONCRETE
ANCHOR POST WITH
2 1/2" SQUARE
PERFORATED SLEEVE
TYPICAL INSTALL
THROUGH DIRT
DO NOT
DRINK
No Beber
Irrigated with...
emwd
EASTERN
MUNICIPAL
WATERDISTRICT
4" ABOVE
GRADE
VARIES
6"
MIN
30" / 36"
CONCRETE / DIRT
10"
MIN
8"
MIN
10/7/19 GS ADDED MINIMUM SIGN SIZE 1
1 AGA 10/7/19
D
8 IRRIGATION DETAIL
L3.402
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
FINISHED GRADE.
PROPORTIONING CAP WITH FEED
ADJUSTMENT KNOB.
1/4" TUBING CLAMP - BOTH THE
GREEN AND BLUE COUPLING TUBING
CONNECTIONS.
CBV COUPLING CONNECTION -
INSTALL ACCORDING TO WATER
FLOW DIRECTION ARROW.
APPROVED BACKFILL
PVC MAIN LINE TO VALVE MANIFOLD
FERTILIZER OUT - CONNECT CLEAR
TUBE TO GREEN CONNECTIONS ON
PROPORTIONING CAP AND COUPLING
WATER IN - CONNECT BLACK TUBE
TO BLUE CONNECTIONS ON
PROPORTIONING CAP AND COUPLING.
EZ-FLO SHUT OFF VALVES.
NOTES:
1. ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY.
12 11
10 8
9 7
6 5
3 1
2 4
13 PVC MAIN LINE FROM WATER METER
AND POC EQUIPMENT.
6" MIN. PEA GRAVEL
EQUIPMENT SIZE LEGEND
MODEL SQUARE FOOTAGE UNIT SIZE BOX SIZE
EZ003-CX UP TO 25,000 SQ. FT. 21"x8"x11" 20"x16"x12"
EZ005-FX 25,001 ~ 40,000 SQ. FT. 28"x10"x13" 30"x18"x17" EZ010-FX 40,001 ~ 125,000 SQ. FT. 27"x12"x14"
OVER 125,001 SQ. FT. 32"x12"x18" 36"x24"x24"EZ010-HC
30"x18"x17"
PLASTIC VALVE BOX & COVER PER
LEGEND. 3" IN GROUNDCOVER AREAS
EZ-FLO FERTILIZING SYSTEM PER
LEGEND.
NOT TO SCALE
SECTION
12 11
10 8
9 7
6 5
3 1
2 4
13 6"
1 1/4"
WIRE, CONDUIT AND
1 1/4" ELECTRICAL CONDUIT/ SWEEP
FOR FUTURE CONNECTIONS, SURGE
PROTECTION PER MANUFACTURER.
ELECTRICAL - 120 VOLT
PROTECTION PER MANUFACTURER.
WITH GROUND ROD CABLE.
1" ELECTRICAL CONDUIT/SWEEP
1" ELECTRICAL CONDUIT/SWEEP
FOR AND TO FLOW SENSOR. SURGE
10 CONTROL WIRE
8 10
8 9
9 7
6 7
1/2" REFLECTIVE SELF -
ADHESIVE CONTROLLER
3" IRRIGATION CONTROL
W/ PROTECTIVE BASKET
RECEPTACLE GROUNDED
b. REWIRED TERMINAL STRIP
WITH THE FOLLOWING OPTIONS:
ID NUMBER i.e. - (1A, 1B ETC.)
CONTROLLER PER LEGEND.
REMOTE PLUG
INSTRUCTION
MANUF. SPECS.
ANCHOR BOLTS PER
INSTALL PER MANUF.
12"
1" MIN.
5 6
5 3
4 c. 5 YEAR WARRANTY
3" IN GROUNDCOVER
d. PRE-WIRED RADIO
a. ON/OFF SWITCH/
110V OUTLET
FINISH GRADE
2 3
4 1 1
2 STAINLESS STEEL ENCLOSURE
CONTROLLER INSTALLED IN A
NOT TO SCALE
ELEV. VIEW
11 11 INSTALL RECYCLED WATER ID STICKER
AT THE DIRECTION OF EMWD
RECYCLED WATER INSPECTOR
CONTROLLER ENCLOSURE
3 3
1 2
1 2
4 CABINET LAYOUT AS FOLLOWS
PROVIDE ADDITIONAL PADS
3 1
3 NOTE:
4 1
CONTROLLER ENCLOSURE
ELECTRICAL METER PEDESTAL (WHERE
OCCURS)
NOTE: ELECTRICAL METER MAY BE PART OF
THE BUILDING ELECTRICAL SERVICE.
24" SQ. CONCRETE STEPPING PAD PER DETAIL
THIS SHEET.
1. PROVIDE REQUIRED SLEEVES PER
CONTROLLER DETAILS THIS SHEET
2 1" ELECTRICAL CONDUIT/SWEEP FOR AND TO
FLOW SENSOR.
2 6" CONCRETE PAD WITH MANUF. SUPPLIED
MOUNTING BASE.
CONCRETE STEPPING PAD 24"X24"X4"
CENTERED ON CONCRETE ENCLOSURE.
POUR IN PLACE
NOT TO SCALE
ELEV. VIEW
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION
CONFERENCE BE SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING EASTERN
MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777, EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE
EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS,
BUBBLERS, DRIP EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH
PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT
AVAILABLE FROM THE MANUFACTURE WITH PURPLE RECYCLED WATER
IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM VERTICAL
CLEARANCE MUST BE MAINTAINED AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE.
06/20/2023
SignatureSignatuiit ttgnatureuretuurreretuuuurrreeuuureuuuurruuuur 43274327444433 743274324443243273 74432732332727444432744 222744 274327444 22744 2277444 22774 227444 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67425
16.B.
A B VALVE BOX PLACEMENT
E CONTROL WIRE PULL BOX
C REMOTE CONTROL VALVE
REMOTE CONTROL VALVE DRIP FLOW SENSORHG
9 IRRIGATION DETAILS
L3.403
SECTION
NOT TO SCALE
2 1
3 1
4 3
2 PVC 90 DEG. ELL
AREAS
2" IN GROUNDCOVER
1" IN TURF AREAS
FINISH GRADE
8 7
6 5
5 7
6 10
9 9
8 10
12 11
12 11
24"
2"
6"
NOTES:
1. ALL THREADED
TAPE OR EQUAL.
WRAPPED WITH TEFLON
CONNECTIONS TO BE
2. EXPANSION CURL WRAP WIRE
AROUND 1/2" DIA. PIPE 15 TIMES.
WIRE PER LOCAL CODE)
2" HIGH LETTERING
BY HEAT BRANDING
FITTINGS (PER LEGEND)
PVC MAINLINE AND
6" MIN. PEA GRAVEL
PER NOTES (INSTALL
BUNDLE AND TAPE
EXPANSION CURL
CONTROL WIRE W/
COMMON WIRE AND
PVC MALE ADAPTOR
PER LEGEND
PVC LATERAL LINE
LEGEND
ELECTRIC VALVE PER
NOTES
WIRE CONNECTORS PER
PVC SCH.80 3" NIPPLE
NUMBER
W/ CONTROLLER STA.
LOCKING COVER MARKED
CARSON OR EQUAL W/
VALVE BOX - BROOKS,
RECTANGULAR PLASTIC4
#
"DO NOT DRINK" TAG13
13 NOT TO SCALE
SECTION
LEGEND
IRRIGATION VALVE
BOX TYP.
IRRIGATION QUICK
COUPLER TYP.
PLANT SHRUBS
BETWEEN VALVE
BOXES PER
LANDSCAPE
ARCHITECT.
1 2
3 NOTES
A. 1. FOR CONDITIONS THAT DO (NOT)
CONFORM TO THIS EXAMPLE, NOTIFY
LANDSCAPE ARCHITECT.
B. 2. ALL VALVE BOXES SHALL BE APPLIED
ENGINEERING MODEL PER DETAIL.
1'-0" MIN.
1'-6" MIN.
35-1
BACK OF CURB OR WALK
35-2
3 Q.C.
TOP OR TOE OF SLOPE
1 2
1'-0" MIN. BETWEEN
P.O.C. EQUIPMENTS &
BETWEEN VALVES
ALIGN WITH
CURB OR
WALK TYP.
NOTE: ALL BOXES TO BE LOCATED IN
PLANTER AREAS, ALERT LANDSCAPE
ARCHITECT IF VALVES BOXES ARE
TO BE LOCATED IN TURF AREAS
PRIOR TO INSTALLATION.
QUICK COUPLER VALVE EMWD STD
HARDSCAPE WHERE OCCURS.
EASTERN MUNICIPAL WATER DISTRICT
REVISIONS
DESCRIPTION APPR. DATEDATE BY MARK
QUICK COUPLING VALVE A-007
FINISH GRADE
NOTES:
1. INSTALL VALVE BOX EXTENSIONS
AS REQUIRED TO ACHIEVE PROPER
VALVE INSTALLATION AT MAIN LINE
DEPTH.
2. INSTALL CHRISTY RECYCLED ID
TAGS ON ALL RECYCLED IRRIGATION
SYSTEMS.
3. VALVE BOX LID SHALL BE PURPLE
FOR RECYCLED WATER IRRIGATION
SYSTEMS
4. QUICK COUPLERS SHALL BE OF A
TYPE APPROVED FOR RECYCLED
WATER USE.
SCALE: 1" = 1'-0"DATE PREPARED: 10-22-10
APPROVED: DATE:
PURPLE VALVE BOX WITH LOCKING
LID AND HEAT BRAND 'QC'
QUICK COUPLING VALVE
WITH LOCKING PURPLE
COVER AND ACME THREAD
BRASS NIPPLE
BRICK
6"
MIN
3 4" CRUSHED
AGGREGATE (WASHED)
BRASS NIPPLE
BRASS 90 STREET ELL FITTING
PER AGENCY REQUIREMENTS
PRESSURE MAIN LINEBRASS 90 STREET ELL FITTING
BRASS 90 ELL
#4 REBAR STAKE (24" MIN)
STAINLESS STEEL
SCREW CLAMP
9"
RECYCLED I.D. TAG
EXAMPLE
2"
2"
24"
8 7
5 6
4 3
2 1
9 3"
8" MIN
NOT TO SCALE
SECTION
NOTE: ALL BOXES TO BE LOCATED IN
PLANTER AREAS, ALERT LANDSCAPE
ARCHITECT IF VALVES BOXES ARE
TO BE LOCATED IN TURF AREAS
PRIOR TO INSTALLATION.
LEGEND
FINISH GRADE
3" IN GROUND COVER
AREAS
10" ROUND PLASTIC VALVE
BOX PER IRRIGATION
LEGEND, WITH PURPLE
LOCKING COVER MARKED
BY HEAT BRANDING 2"
HIGH LETTERING "GV"
EXTENSTION AS
REQUIRED
GATE VALVE PER LEGEND
PVC MALE ADAPTER TWO
(2) REQUIRED
PVC MAINLINE PER
LEGEND
6" MIN. PEA GRAVEL
COMMON BRICK
1 2
3 4
5 6
7 8
9 NOTES
A. ALL THREADED CONNECTIONS TO BE
COATED WITH TEFLON TAPE OR EQUAL.
F GATE VALVE
EMWD STANDARD NOTED
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
FINISH GRADE IN
TURF AREAS
HEAT BRANDED 3"
LETTERS 'WS'
FINISH GRADE IN GROUND
COVER AREAS
APPROVED PULL BOX
(COMMUNICATION CABLE)
WITH GREY BOLT DOWN
COVER
IRRIGATION WIRE SPLICE
CONNECTION WITH SCOTCH -LOK
WATERPROOF WIRECAPS OR
APPROVED EQUAL AS SHOWN.
COMMUNICATION CABLE W/
EXPANSION CURL BUNDLE AND
TAPE PER NOTES (INSTALL
WIRE PER LOCAL CODE)
WIRE CONDUIT
PEA GRAVEL 6" DEPTH
SECTION
NOT TO SCALE
8 8
7 6
7 6
5 4
3 2
5 4
3 2
1 1
3"
12"
2"
6"
PLAN VIEW
NOT TO SCALE
FULL PORT BALL VALVE,
SIZE PER VALVE SIZE
MARKED BY HEAT BRANDING
PURPLE VALVE BOX W/ LOCKING COVER
2" HIGH LETTERING "DV"
7 7
5 6
1 3
5 4
3 4
1 6
2 2
8 8
VALVE STATION I.D. TAG
PVC LATERAL LINE PER
IRRIGATION SCHEDULE
DRIP FILTER SIZE PER
IRRIGATION SCHEDULE
DRIP REMOTE CONTROL VALVE
PER IRRIGATION SCHEDULE
PRESSURE REGULATOR SIZE
PER IRRIGATION SCHEDULE
IRRIGATION MAINLINE PER
IRRIGATION SCHEDULE
AND STAINLESS STEEL BOLT
9 RECYCLED WATER ID TAG
9 1
2 1
2 FINISH GRADE
1" IN TURF AREAS
3 AREAS
4 5
6 VALVE BOX EXTENSION
4 5
6 7
12"
7 8
9 10
9 4
8 10
FLOW
24"
30" MIN
MIN
2"
24"
TO
CONTROLLER
6"
2" IN GROUND COVER
WIRES FROM FLOW
SENSOR TO CONTROLLER
PER MANUFACTURER'S
SPEC. WIRE CONNECTIONS
PER IRRIGATION DETAILS
AND NOTESNOT TO SCALE
SECTION
7 RECTANGULAR PLASTIC
VALVE BOX PER IRRIGATION
SCHEDULE AND NOTES W/
LOCKING MARKED 'FS' COVER,
24 INCH UPSTREAM MIN.
LENGTH (10 X SENSOR
SIZE PIPE DIAMETER)
12 INCH DOWNSTREAM
MIN. LENGTH (5 X SENSOR
SIZE PIPE DIAMETER)
MAINLINE PER IRRIGATION
SCHEDULE (SIZE PER PLAN)
FLOW SENSOR ASSEMBLY
PER IRRIGATION
SCHEDULE PIPE SAME
SIZE AS FLOW SENSOR
6" MIN. PEA GRAVEL
DRAIN SUMP
3 4
EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A
PRE-CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR TO ANY
CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777,
EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT
EDITION OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER
IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS,
BUBBLERS, DRIP EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED
WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS
EMITTING RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT
AVAILABLE FROM THE MANUFACTURE WITH PURPLE RECYCLED WATER
IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED
WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN
DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM
VERTICAL CLEARANCE MUST BE MAINTAINED AND THE RECYCLED
WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE. 06/20/2023
SignatureSignatuiit ttgnatureuretuurreretuuuurrreeuuureuuuurruuuur 43274327444433 743274324443243273 74432732332727444432744 222744 274327444 22744 2277444 22774 227444 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67426
16.B.
A MANUAL FLUSH VALVE EMWD STD B VINE POP-UP SPRAY C 12" POP UP DRIP SYSTEM INDICATOR HEAD
E TYPICAL DRIP SYSTEM LAYOUT G
ROUND VALVE BOX, HEAT BRAND 'FV'
EASTERN MUNICIPAL WATER DISTRICT
REVISIONS
DESCRIPTION APPR. DATEDATE BY MARK
MANUAL FLUSH VALVE A-009
SCH. 80 PVC BALL VALVE, LINE SIZE
PVC DRIP LATERAL LINE2"
SET VALVE BOX 2" ABOVE
FINISHED GRADE OF SHRUB
AREA
12" DEPTH OF 3 4" WASHED GRAVEL.
THE BOX SHALL REST UPON THE
ROCK BED. DO NOT EXTEND
GRAVEL INTO BOX
18" LONG, #4 REBAR STAKE. SECURE W/
TWO SS CLAMPS INTO NATIVE SOIL SECURELY
1'
NOTES:
1. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE
PROPER VALVE INSTALLATION AT MAIN LINE DEPTH.
2. INSTALL CHRISTY RECYCLED ID TAGS ON ALL RECYCLED
IRRIGATION SYSTEMS.
3. VALVE BOX AND LID SHALL BE PURPLE FOR RECYCLED WATER
IRRIGATION SYSTEMS
SCALE: 1" = 1'-0"DATE PREPARED: 10-22-10
APPROVED: DATE:EXAMPLE
TREE BUBBLERPRESSURE REGULATORF
10 IRRIGATION DETAILS
L3.404
NOT TO SCALE
SECTION
LEGEND
6" FROM EDGE OF
PAVING TO CENTER OF
SPRAY HEAD / NOZZLE.
POP-UP SPRAY HEAD
PER LEGEND.
FINISH GRADE
1" IN TURF AREAS, 3" IN
GROUND COVER.
PVC SCH. 80 NIPPLE(S)
LENGTH AS REQUIRED.
PVC ELL (TXT)
MARLEX STREET ELL (3
REQ.)
ANTI-DRAIN VALVE PER
LEGEND FOR ROTOR
HEADS.
(USE IN HEAD
ANTI-DRAIN VALVE FOR
SPRAY HEAD WHEN
AVAILABLE)
PVC SCH. 80 NIPPLE(S)
LENGTH AS REQUIRED.
OVERALL SWING JOINT
SHOULD MATCH THE
HEIGHT OF ROTOR
HEAD AND BE NO LESS
THAN 6" MIN.
PVC LATERAL LINE PER
LEGEND.
PVC LATERAL LINE
FITTING.
1 2
3 4
5 6
7 8
9 10
11 NOTES
A. 1. ALL THREADS TO BE WRAPPED WITH
TEFLON TAPE OR EQUAL.
11 5
10 7
9 12"
8 7
6 4
3 2
1 LENGTH PERHEAD SIZE
5 2"
9 8
7 FLOW
6 4
3 2
1 10
2"
NOT TO SCALE
SECTION
NOTE: ALL BOXES TO BE LOCATED IN
PLANTER AREAS, ALERT LANDSCAPE
ARCHITECT IF VALVES BOXES ARE
TO BE LOCATED IN TURF AREAS
PRIOR TO INSTALLATION.
LEGEND
FINISH GRADE
3" IN GROUND
COVER AREAS
10" ROUND
PLASTIC VALVE
BOX PER
IRRIGATION
LEGEND, WITH
PURPLE LOCKING
COVER MARKED
BY HEAT
BRANDING 2"
HIGH LETTERING
"PR"
PVC NIPPLE
LENGH AS
REQUIRED
PRESSURE
REGULATOR PER
LEGEND
PVC UNION
6" MIN. PEA
GRAVEL
PVC MAINLINE
SIZE PER PLAN
PVC FEMALE
ADAPTER (ONE
REQ. EACH SIDE)
COMMON BRICK
1 2
3 4
5 6
7 8
9 10
NOTES
A. ALL THREADED CONNECTIONS TO BE
COATED WITH TEFLON TAPE OR EQUAL.
D EMWD STANDARD NOTES
BRIGHTVIEW DESIGN GROUP
1-800-227-2600
DIG ALERT
Call: TOLL FREE
TWO FULL WORKING DAYS BEFORE YOU DIG
U
LL
CA
BEFORE
YO
DI G
IRVINE, CA 92618
CITY OF HEMET
DEVELOPMENT SERVICES CIVIL ENGINEER DATE
TRACT NO. 33961
DS PLAN CHECKER
RECYCLED WATER USE IMPROVEMENTS
EASTERN MUNICIPAL WATER DISTRICT
ACCEPTED BY:REVISIONS
DESCRIPTIONENGINEER EMWD
APPR. DATEDATE BY MARK I.D.
COORD.
DRAWN BY:
CHECKED BY:
DOPP.
SHT. OF
D-S.A.
OPERATIONS
ENGINEERING
DC ENGINEER
ACCEPTANCE DATE
GLEN P. SHARRAR
DEPARTMENT
DATE:
BENCH MARK
DESCRIPTON:
LOCATION:
HORIZONTAL DATUM:
VERTICAL DATUM:
OR
811 RWUP:
RWUE:
RWIP: 77926
Signature
4327
Renewal Date
Date
8/31/2024
ELEV. 1580.96' "NAVD 1988"
30' WESTERLY OF THE CENTERLINE OF STATE STREET AND 1.5
MILES SOUTHERLY OF STETSON AVENUE, STAMPED "MWD BM DVR 1 1991". 2 1/2" BRASS DISK IN A CONCRETE POST DOWN 0.5'. 30'
06/20/2023
HC / JZ
KP
STATE STREET FRONTAGE
949.238.4900
[email protected]
10 8 HUGHES, SUITE 150
25-B-8,
25-B-16
98 31
PLAN SET D 06/20/2023
NOT TO SCALE
SECTION
9 3
7 8
9 5
7 8
18"
6 5
4 6
5 3
4 2
1 1
2 POP-UP DRIP SYSTEM
INDICATOR SPRAY HEAD PER
TYPICAL DETAIL SYSTEM AND
LEGEND. RAIN BIRD RD-12-NP
FINISH GRADE
PVC ELL (TXT)
MARLEX STREET ELL (3 REQ.)
ANTI-DRAIN VALVE PER LEGEND
FOR ROTOR HEADS.
(USE IN HEAD ANTI-DRAIN
VALVE FOR SPRAY HEAD WHEN
AVAILABLE)
PVC SCH. 80 NIPPLE(S) LENGTH
AS REQUIRED.
PVC DRIP SYSTEM LATERAL LINE
(HEADER) PER DETAIL AND
LEGEND.
PVC LATERAL LINE FITTING.
NOTES:
1. ALL THREADS TO BE WRAPPED WITH TEFLON
TAPE OR EQUAL.
LENGTH PERHEAD SIZE
PVC SCH. 80 NIPPLE(S) LENGTH
AS REQUIRED. OVERALL SWING
JOINT SHOULD MATCH THE
HEIGHT OF ROTOR HEAD AND
BE NO LESS THAN 6" MIN.
NOT TO SCALE
PLAN
9 7
8 4
6 3
2 1
2 PER PLAN
6"
SYSTEM LENGTH AS
SHOWN ON PLAN
1 4 3
7 8
7 SYSTEM LENGTH AS
SHOWN ON PLAN
DRIP TUBING,
INSTALL 6" FROM
CURB
SUB-LATERAL LINE -
IRRIGATION PURPLE
PVC SCH. 40 LATERAL
FILL LINE.
LOWEST
PART OF
IRRIGATION
SYSTEM 6
IRRIGATION
MAINLINE PER
PLANS.
REMOTE CONTROL
VALVE PER DETAIL,
NOTES AND
LEGEND
PRESSURE
REGULATING FILTER
ASSEMBLY PER
DETAIL, NOTES AND
LEGEND
MANUAL FLUSH VALVE
INSTALL AT LOWEST
POINT OF SYSTEM ON
EACH SIDE. PER
DETAIL, NOTES AND
LEGEND
EDGE OF PAVINGNOTE:
1. CONTRACTOR SHALL VERIFY EXACT SITE GRADING CONDITION BEFORE INSTALLING FLUSH VALVE AND AIR RELIEF VALVE.
2. WHERE MORE THAN ONE HIGH POINT EXISTS IN THE FIELD INSTALL MULTIPLE AIR VACUUM
RELIEF VALVE
3. PROVIDE CHECK VALVES IN SUB-LATERAL SYSTEM W/ MULTIPLE ZONE TO CONTROL LOW
HEAD DRAINAGE
77 DRIP SYSTEM INDICATOR
HEAD. REFER TO
IRRIGATION DETAIL AND
LEGEND.
9 NOT TO SCALE
3 5
4 PVC LATERAL LINE
FINISH GRADE
2 6
BUBBLER HEAD PER LEGEND1
7 PVC LATERAL LINE
FITTING
2'
2'
LOCATE HEAD 2'-0"
FROM TREE, TYP.
(OUTSIDE TREE
ROOTBALL)
ALL LATERALS TO BE
1" SCH 40 PIPE
3/4"
PER PLAN
TREE, TYP.
MAINLINE, SIZE PER PLAN
CONNECT TO
ALL TREES
PER PLAN.
CONNECT TO ALL
TREES PER PLAN.
3/4"
3/4"
PLAN
PER PLANPER PLAN
PER PLAN
1. ALL THREADS TO BE
WRAPPED WITH TEFLON
TAPE OR EQUAL.
NOTE:
NOT TO SCALE
SECTION
1'-0"
6 5
MARLEX STREET ELL
PVC NIPPLE
LENGTH AS REQUIRED
4 POP-UP HEAD PER LEGEND
2"
1 2
3 EMWD STANDARD NOTE
CONSTRUCTION NOTE
EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A
PRE-CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR TO ANY
CONSTRUCTION BY CALLING EASTERN MUNICIPAL WATER DISTRICT RECYCLED WATER PROGRAM COORDINATOR AT (951) 928-3777,
EXTENSION 4412.
INSTALLATION NOTES
1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT
EDITION OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS.
2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER
IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS ARE NOT
ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA.
COLOR CODING NOTES
3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS,
BUBBLERS, DRIP EMITTERS, OR DRIP ASSEMBLIES SHALL BE
IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE
COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE
PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE.
4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE
NOT AVAILABLE FROM THE MANUFACTURE WITH PURPLE RECYCLED
WATER IDENTIFICATION SHALL BE LABELED WITH RECYCLED WATER DECALS OR STICKERS.
5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED
WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID SHALL BE HEAT BRANDED WITH THE VALVE LABEL.
RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTE
THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN
DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST;
6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES.
7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES.
8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A 4” (INCH) MINIMUM
VERTICAL CLEARANCE MUST BE MAINTAINED AND THE RECYCLED
WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A
CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH
EXTENDS A MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE.
6" TYP.
CENTER
3" @ GC
1" @ TURF
LEGEND
NATURAL GRAY CONCRETE MOW CURB
APPLY 1/4" RADIUS NOSE ALL EXPOSED EDGES CONT. TYP.
TOP OF MULCH
#3 REBAR CONTINUOUS
FIRM UNDISTURBED SOIL OR PROPERLY COMPACTED SUBGRADE
1 2
3 4
5 NOTES
A. PROVIDE SCORE JOINTS AT 4'-0" O.C. MAX. SPACING AND EXPANSION JOINTS @ 20'-0" O.C. MAX. SPACING AND AT ALL
CHANGES IN DIRECTION
B. JOIN ALL OTHER PAVED SURFACES FLUSH, UNLESS NOTED
OTHERWISE
5 1
4 3"=1'-0"STANDARD CURB SECTION
A
6" TYP.
2 3
H CONCRETE MOW CURB
06/20/2023
SignatureSignatuiit ttgnatureuretuurreretuuuurrreeuuureuuuurruuuur 43274327444433 743274324443243273 74432732332727444432744 222744 274327444 22744 2277444 22774 227444 2 6/21/23
6/21/23
6/21/23
Zeru Aman
David Wuerth
Armando G Arroyo
67427
16.B.
City of Hemet
City Council Meeting
STAFF REPORT
Meeting: City Council Meeting - May 12 2026
Department: Public Works
Submitted by: Noah Rau, Interim City Manager
Noah Rau, Interim City Manager;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing
TITLE:
A Resolution of the City Council of the City of Hemet, California, Adopting the Vision Zero Initiative, an Aspiring Data-Driven Commitment to Eliminate Traffic-Related Fatalities and Serious Injuries, and to Promote Safe, Accessible, and Multimodal Transportation within the City by 2031
RECOMMENDED ACTION:
It is respectfully recommended that the City Council:
Adopt a Resolution of the City Council of the City of Hemet, California, Adopting the Vision Zero Initiative, an Aspiring Data-Driven Commitment to Eliminate Traffic-Related Fatalities and Serious Injuries, and to Promote Safe, Accessible, and Multimodal Transportation within the City by 2031.
BACKGROUND:
The City of Hemet has made significant strides in improving transportation safety as part of its ongoing efforts to reduce traffic fatalities and serious injuries across the City. Most recently, in support of this initiative, the City developed a Comprehensive Citywide Roadway Safety Action Plan (CIP 2402) with Chen Ryan Associates, Inc. (CRA) through a Professional Services Agreement awarded by the City Council on April 8, 2025.
The Vision Zero framework, adopted by cities worldwide, is part of an international movement to eliminate all traffic-related fatalities and serious injuries while promoting safe, equitable, and sustainable mobility options. The initiative supports freedom of choice in transportation mode, encouraging residents to safely walk, bike, use transit, or drive while adopting alternative, low-impact transportation options.
To apply for the FY 2026 Safe Streets and Roads for All (SS4A) funding, which will support further implementation of the Roadway Safety Action Plan, the City of Hemet must demonstrate a strong policy commitment to roadway safety. Adoption of this resolution signals Hemet’s leadership commitment and aligns the city with the international Vision Zero network, strengthening our SS4A application. The grant application is due May 26, 2026, at 2:00 PM.
16.C.
DISCUSSION:
The SS4A program, part of the Infrastructure Investment and Jobs Act (IIJA), supports local governments in reducing traffic-related fatalities and injuries. Hemet’s Comprehensive Citywide Roadway Safety Action Plan (CIP 2402), developing with CRA and funded by a previous SS4A grant (FY 2023), outlines strategies to improve safety across the City’s roadways.
An equity and safety analysis based on SWITRS and Crossroads data (2020–2024) revealed 1,960 total traffic incidents:
1,670 (85%) vehicular-only
192 (10%) pedestrian-involved
99 (5%) bicyclist-involved
These data highlight the disproportionate risk to vulnerable roadway users and reinforce the need for a coordinated, citywide safety strategy.
By adopting Vision Zero, the City commits to a data-driven, holistic approach integrating engineering, enforcement, meaningful implementing begun already Hemet evaluation. and education, has signals pedestrian enhanced and traffic including backplates reflective improvements, on infrastructure. Adoption of this resolution establishes a clear citywide goal to eliminate all traffic fatalities and serious injuries by 2031, encourages safe multimodal travel, and ensures accountability through continuous safety improvements.
Additionally, the resolution positions Hemet to pursue state and federal funding opportunities, collaborate with other Vision Zero communities, and implement strategies consistent with best practices nationally and internationally. Improving roadway safety also advances broader public health, quality of life, and economic vitality goals within the community.
PREVIOUS COUNCIL ACTION:
On April 08, 2025, the City Council adopted a resolution awarding a professional services agreement to CRA to create a Comprehensive Citywide Roadway Safety Action Plan, CIP 2402.
On August 13, 2024, the City Council adopted the annual update to the City's 5-year Capital Improvement Program (CIP) which included this project as CIP 2402. On July 9, 2024, the City Council approved a grant funding agreement with the United States Department of Transportation (DOT) for developing a comprehensive citywide safety action plan.
STRATEGIC PLAN INTEGRATION:
GOAL ONE: QUALITY OF LIFE:
To ensure that Hemet is safe, clean, attractive and comfortable for all who live, work, and visit.
Objective 1: Enhance the visual appearance of the community to make it attractive and reduce blight.
Objective 2: Explore and implement homelessness solutions for the City of Hemet.
Objective 3: Increase Public Safety visibility and response.
16.C.
GOAL THREE: COMMUNITY ENGAGEMENT
To connect and participate in a constant dialogue between members of the community, City staff, and elected officials to promote togetherness and positivity.
Objective 1: Deliver messaging to the Community that connects, is consistent, and relevant.
Objective 2: Increase transparency for the public.
Objective 3: Increase the community's pride within the City.
FISCAL IMPACT:
Adoption of the Vision Zero resolution carries no direct fiscal impact.
If awarded SS4A funding, future matching funds may be required as part of the grant agreement.
ALTERNATIVE(S):
1. Do not adopt the resolution as recommended.
2. Provide alternative direction to the City Manager.
ATTACHMENT(S):
Attachment 1 - Resolution adopting a Vision Zero Initiative
16.C.
CITY OF HEMET RESOLUTION NO. 2026-XXX 1
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CITY OF HEMET
HEMET, CALIFORNIA
RESOLUTION NO. 2026-xxx
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF HEMET, CALIFORNIA, ADOPTING THE VISION ZERO
INITIATIVE, AN ASPIRING DATA-DRIVEN COMMITMENT
TO ELIMINATE TRAFFIC-RELATED FATALITIES AND
SERIOUS INJURIES, AND TO PROMOTE SAFE,
ACCESSIBLE, AND MULTIMODAL TRANSPORTATION
WITHIN THE CITY BY 2031
The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:
WHEREAS, the Safe Streets and Roads for All (SS4A) program, part of the Infrastructure Investment and Jobs Act (IIJA), provides funding to local governments and communities to reduce traffic-related fatalities and serious injuries through roadway safety improvements and infrastructure enhancements; and WHEREAS, the City of Hemet is committed to improving transportation safety and reducing traffic fatalities and serious injuries as part of its ongoing efforts to protect residents, visitors, and all roadway users; and
WHEREAS, the City of Hemet has developed the Comprehensive Citywide Roadway Safety Action Plan (CIP 2402), awarded to Chen Ryan Associates, Inc. (CRA) through a Professional Services Agreement on April 8, 2025, to outline strategies and projects to enhance safety across the city’s roadways; and
16.C.
CITY OF HEMET RESOLUTION NO. 2026-XXX 2
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WHEREAS, an equity and safety analysis by CRA, using data from the Statewide Integrated Traffic Records System (SWITRS) and Crossroads Datasets (2020–2024), identified 1,960 injury collisions, of which 85% were vehicular-only collisions, 10% pedestrian-involved collisions, and 5% were bicyclist-involved collisions.
One hundred and seventy-one (171) collisions resulted in fatalities or severe injuries of which approximately 37% involved pedestrians and bicyclists, highlighting the need to protect vulnerable road users; and
WHEREAS, Vision Zero is an international movement adopted by cities worldwide to eliminate all traffic-related fatalities and serious injuries, promote safe, equitable, and sustainable transportation options, and support freedom of choice in transportation mode, including walking, biking, transit, and driving; and WHEREAS, the Vision Zero framework establishes a data-driven, holistic approach to roadway safety, integrating engineering, enforcement, education, evaluation, and community engagement, while prioritizing resources toward the most critical safety needs; and
WHEREAS, the City of Hemet has implemented safety improvements, including reflective backplates on traffic signals and enhanced pedestrian infrastructure, and will continue advancing citywide safety improvements; and
WHEREAS, adoption of this Vision Zero resolution demonstrates the City’s commitment to protecting all roadway users, promotes safe multimodal travel,
16.C.
CITY OF HEMET RESOLUTION NO. 2026-XXX 3
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strengthens community public health and quality of life, and positions Hemet to pursue future state and federal funding opportunities, including FY 2026 SS4A funding.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS, AND RESOLVES AS FOLLOWS:
Section 1. The City Council of the City of Hemet hereby establishes a goal of eliminating all traffic-related fatalities and serious injuries by the year 2031, and formally adopts Vision Zero as a comprehensive, data-driven approach to achieving this goal.
Section 2. The City Council directs City staff to continue implementing data- driven roadway safety improvements consistent with Vision Zero principles and to pursue funding and implementation opportunities, including FY 2026 Safe Streets and Roads for All (SS4A) funding, to support these efforts.
Section 3. The City Council further directs City staff to provide an annual progress report with the annual update to the Capital Improvement Program (CIP) beginning in 2027.
16.C.
CITY OF HEMET RESOLUTION NO. 2026-XXX 4
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PASSED, APPROVED, AND ADOPTED this 12th day of May, 2026. ____________________________
Linda Krupa, Mayor
ATTEST:
_____________________________
Elodie Klug, Deputy City Clerk
16.C.
CITY OF HEMET RESOLUTION NO. 2026-XXX 5
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State of California )
County of Riverside )
City of Hemet )
I, Elodie Klug, Deputy City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 12th day of May 2026, and was passed by the following vote:
AYES: Council Members:
NOES: Council Members:
ABSTAIN: Council Members:
ABSENT: Council Members:
_____________________________
Elodie Klug, Deputy City Clerk
16.C.
City of Hemet
City Council Meeting
STAFF REPORT
Meeting: City Council Meeting - May 12 2026
Department: Fire Department
Submitted by: Noah Rau, Interim City Manager
Cameron Phillips, Interim Fire Chief, Lali Quinteros, Management Analyst;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing
TITLE:
A Resolution of the City Council of the City of Hemet, California, Authorizing an Increase to the Existing Purchase Order with Allstar Fire Equipment, Not to Exceed $81,500, for the Purchase of Turnout Gear for Fiscal Year 2025/26
RECOMMENDED ACTION:
It is respectfully recommended that the City Council:
Adopt a Resolution of the City Council of the City of Hemet, California, authorizing the Administrative Services Director to approve an increase to the existing purchase order with Allstar Fire Equipment for Fiscal Year 2025/26, in an amount not to exceed $81,500, to support necessary operations and ensure compliance with applicable safety standards.
BACKGROUND:
The City of Hemet Fire Department is responsible for ensuring that all fire personnel are equipped with compliant and serviceable turnout gear necessary to safely perform emergency response duties.
Turnout gear is subject to regular wear and must be replaced periodically to maintain compliance with safety standards and manufacturer specifications.
As part of ongoing equipment management, the Department has identified the need to replace turnout gear for fire personnel due to normal wear and service life requirements. These purchases are essential to maintaining firefighter safety and operational readiness.
The Department utilizes Allstar Fire Equipment for the procurement of turnout gear and related items.
The Department currently maintains a purchase order with this vendor; however, due to the necessary replacement of turnout gear, total expenditures with Allstar Fire Equipment are anticipated to exceed the $50,000 annual purchasing threshold during Fiscal Year 2025/26.
In accordance with the City’s purchasing policy, purchases exceeding $50,000 with a single vendor within a fiscal year require City Council approval.
16.D.
While the City does not have a formal agreement in place with Allstar Fire Equipment, the vendor participates in cooperative purchasing agreements, including Pavilion and other cooperative procurement programs, which provide competitively solicited pricing and allow for compliant procurement.
ANALYSIS:
The Department currently maintains a purchase order with Allstar Fire Equipment for the procurement of personal protective equipment. With the addition of the proposed turnout gear purchase and prior expenditures, total spending with this vendor will exceed the $50,000 annual threshold established by the City’s purchasing policy.
City Council approval is therefore required to authorize an increase to the existing purchase order and allow continued procurement with this vendor for the remainder of Fiscal Year 2025/26.
Funding for this purchase is available within the Fire Department’s adopted budget. Account 110.07.3241.52700 (Uniforms and Safety Equipment) has an available balance of $46,980.80.
Approximately $31,447.24 is anticipated to be utilized to support turnout gear and related equipment purchases. No additional appropriation is required.
DISCUSSION:
The Fire Department has identified the need to replace turnout gear for fire personnel due to normal wear and service life requirements. Turnout coats and pants are critical components of firefighter personal protective equipment and must be maintained in serviceable condition to ensure safety and compliance with applicable standards.
A recent quote in the amount of $31,447.24 includes turnout coats, turnout pants, and associated accessories required to support these replacement needs. Timely procurement of this equipment is necessary to maintain operational readiness and ensure personnel are properly equipped.
Allstar Fire Equipment participates in cooperative purchasing agreements, including Pavilion and similar programs, which provide competitively solicited pricing and allow the City to procure these items in a cost-effective and compliant manner without conducting a separate formal bid process.
Approval of this request will allow the Department to proceed with the purchase of required turnout gear and support continued safe and effective emergency response operations.
PREVIOUS COUNCIL ACTION:
None.
STRATEGIC PLAN INTEGRATION:
GOAL ONE: QUALITY OF LIFE:
To ensure that Hemet is safe, clean, attractive and comfortable for all who live, work, and visit.
Objective 1: Enhance the visual appearance of the community to make it attractive and reduce blight.
Objective 3: Increase Public Safety visibility and response.
16.D.
GOAL THREE: COMMUNITY ENGAGEMENT
To connect and participate in a constant dialogue between members of the community, City staff, and elected officials to promote togetherness and positivity.
Objective 1: Deliver messaging to the Community that connects, is consistent, and relevant.
Objective 2: Increase transparency for the public.
GOAL FOUR: PARTNERSHIP & COLLABORATION
To pursue partnerships that will increase the opportunities available to the community, including our businesses, unemployed, and youth populations.
Objective 2: Develop concepts and programs to enhance the quality of life services.
GOAL FIVE: ORGANIZATIONAL EFFECTIVENESS
To identify the work needed inside the City organization to effectively provide services to the community and ensure financial stability.
Objective 1: Operate in a financially sustainable manner.
Objective 2: Evaluate existing practices to ensure continuity with industry best practices.
Objective 5: Streamline fire prevention coordination efforts.
FISCAL IMPACT:
Funding for the proposed purchase is available within the Fire Department’s adopted Fiscal Year 2025/26 budget.
Expenditures will be charged to Account 110.07.3241.52700 (Uniforms and Safety Equipment), which has an available balance of $46,980.80. Approximately $31,447.24 is anticipated to be utilized to support turnout gear and related equipment purchases, including the current quote.
Approval of this item will authorize an increase to the existing purchase order with Allstar Fire Equipment, resulting in total expenditures with this vendor exceeding the $50,000 annual threshold for Fiscal Year 2025/26. No additional appropriation is required.
ALTERNATIVE(S):
The Fire Department would delay the purchase, which may impact operations.
ATTACHMENT(S):
Attachment 1: Allstar Fire Equipment Resolution
Attachment 2 Allstar Quote
16.D.
CITY OF HEMET RESOLUTION NO. 2026-XXX 1
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CITY OF HEMET
HEMET, CALIFORNIA
RESOLUTION NO. 2026-xxx
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF HEMET, CALIFORNIA, AUTHORIZING AN INCREASE
TO THE EXISTING PURCHASE ORDER WITH ALLSTAR
FIRE EQUIPMENT FOR THE PURCHASE OF TURNOUT
GEAR, AND AUTHORIZING THE ADMINISTRATIVE
SERVICES DIRECTOR TO APPROVE EXPENDITURES
NOT TO EXCEED $81,500 FOR FISCAL YEAR 2025/26
The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:
WHEREAS, the City of Hemet ("City") Fire Department is responsible for providing fire protection and emergency response services to the community; and WHEREAS, the Fire Department requires turnout gear, including coats and pants, to ensure firefighter safety and maintain compliance with applicable safety standards; and
WHEREAS, turnout gear is subject to wear and requires periodic replacement to remain serviceable and effective; and
WHEREAS, the Fire Department maintains an existing purchase order with Allstar Fire Equipment for the procurement of personal protective equipment; and WHEREAS, due to the need for turnout gear replacement, total expenditures with Allstar Fire Equipment are anticipated to exceed the $50,000 annual threshold established by the City’s purchasing policy; and
16.D.
CITY OF HEMET RESOLUTION NO. 2026-XXX 2
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WHEREAS, purchases exceeding $50,000 with a single vendor within a fiscal year require City Council approval; and
WHEREAS, Allstar Fire Equipment participates in cooperative purchasing agreements, including Pavilion and similar programs, which provide competitively solicited pricing and allow for compliant procurement without a formal bid process; and WHEREAS, sufficient funds are available within the Fire Department’s Fiscal Year 2025/26 budget to support these expenditures; and
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS, AND RESOLVES AS FOLLOWS:
SECTION 1. FINDINGS - The recitals set forth above are hereby adopted as findings in support of this Resolution.
SECTION 2. AUTHORIZATION - The City Council hereby authorizes an increase to the existing purchase order with Allstar Fire Equipment for the purchase of turnout gear and related equipment, and authorizes the Administrative Services Director to approve expenditures with Allstar Fire Equipment for Fiscal Year 2025/26 in an amount not to exceed $81,500.
SECTION 3. EFFECTIVE DATE - The effective date of this action will be the date of approval of this resolution, May 12th, 2026.
16.D.
CITY OF HEMET RESOLUTION NO. 2026-XXX 3
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PASSED, APPROVED, AND ADOPTED this 12th day of May, 2026. ____________________________
Linda Krupa, Mayor
ATTEST:
_____________________________
Elodie Klug, Deputy City Clerk
16.D.
CITY OF HEMET RESOLUTION NO. 2026-XXX 4
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State of California )
County of Riverside )
City of Hemet )
I, Elodie Klug, Deputy City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 12 th day of May, 2026, and was passed by the following vote:
AYES: Council Members:
NOES: Council Members:
ABSTAIN: Council Members:
ABSENT: Council Members:
_____________________________
Elodie Klug, Deputy City Clerk
16.D.
Date:
Salesperson:
Bill To: Ship To:
Attn: Accounts Payable
Hemet, CA 92543-4209
Email:
Delivery: FOB:
Terms: Ship:
Qty Unit Description Price Extension
PSGQ18011-H
7 Ea Lion CVBM-K14 6.0 oz. Black PBI Max V-Force Bi-Swing Turnout Coat per Hemet Spec. $2,486.00 $17,402.00
Coat List Price: $5,649.00 Less Sourcewell Discount of 35% Sourcewell (Lion Contract # 010424-LIO) Price: $3,671.85 Sizes: ATTACHED
7 Pr Lion PVFM-K14 6.0 oz. Black PBI Max V-Force Belted Turnout Pants per Hemet Spec. $1,645.00 $11,515.00
Pant List Price: $3,716.00 Less Sourcewell Discount of 35% Sourcewell (Lion Contract # 010424-LIO) Price: $2415.40 Sizes: ATTACHED
6 Ea Lion SR344L Suspender, Red, EZH H-back Quick Adjust, 44" Regular, Leather tabs Included Included
1 Ea Lion SR350L Suspender, Red, EZH H-back Quick Adjust, 50" Long, Leather tabs Included Included
EXPIRES 5-30-26
Subtotal $28,917.00
8.750% $2,530.24
S & H $0.00
Total $31,447.24
Sales Quote
#260213TR1
Hemet Fire Department
Attn: Daniel McIntyre
April 28, 2026
12328 Lower Azusa Road * Arcadia, California 91006 * Phone 626-652-0900 * Fax 626-652-0920 City of Hemet
Thalia
Best Way
Hemet, CA 92543
Net 30
510 E Florida445 E Florida Ave
60-75 Days Destination
[email protected]
16.D.
City of Hemet
City Council Meeting
STAFF REPORT
Meeting: City Council Meeting - May 12 2026
Department: Finance
Submitted by: Noah Rau, Interim City Manager
Kaleena Beasley, Accounting Manager;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing
TITLE:
A Resolution of the City Council of the City of Hemet, California, Awarding a Professional Services Agreement to Eide Bailly LLP for Bank Reconciliation Services, in the Amount of $76,000 and Authorizing the City Manager to Execute all Necessary Documents to Support the Award
RECOMMENDED ACTION:
It is respectfully recommended that the City Council:
Adopt a Resolution of the City Council of the City of Hemet, California, Awarding a Professional Services Agreement to Eide Bailly LLP for Bank Reconciliation Services, in the Amount of $76,000 and Authorizing the City Manager to Execute all Necessary Documents to Support the Award.
BACKGROUND:
Bank reconciliation is a foundational internal control within the City’s financial operations. It ensures that all cash transactions recorded in the City’s financial system accurately reflect the balances reported by financial institutions.
Due to staffing constraints within the Finance Department and the recent implementation and conversion to a new Enterprise Resource Planning (ERP) system, the City’s bank reconciliation process has fallen behind. The transition to the new ERP has also introduced changes to workflows, reporting structures, and reconciliation procedures, increasing the complexity of completing timely and accurate reconciliations.
The City recognizes that maintaining current and accurate bank reconciliations is essential for financial transparency, audit readiness, and safeguarding public funds.
On March 12, 2026, Procurement posted a notice inviting bids on the City of Hemet PlanetBids. 39 vendors were notified.
16.E.
ANALYSIS:
The City evaluated its ability to address the bank reconciliation backlog using existing staff resources; however, current staffing levels and ongoing operational demands do not allow for the timely completion of this complex and labor-intensive effort. Delaying reconciliation further could impact financial reporting accuracy and increase audit risk.
On April 1, 2026, the Procurement Administrator received five (5) bids, as shown below:
Outsources Execs LLC $46,000
AKP Financial Services LLC $52,900
Aspect Consulting Group $60,000
Badawi & Associates $60,000
Eide Bailly LLP $76,000
While Eide Bailly LLP was not the lowest cost proposer, the staff’s evaluation determined that the firm represents the best overall value to the City. Comprehensive review of qualifications, coupled with extensive reference checks, indicated that the firm has successfully completed similar engagements for public agencies facing ERP transitions and reconciliation backlogs.
Given the complexity and critical importance of the City’s bank reconciliation process, selecting a firm with proven expertise reduces the risk of prolonged delays, unresolved discrepancies, and potential audit findings. As such, staff determined that best value—rather than lowest cost—should guide the selection.
Engaging Eide Bailly LLP provides the City with immediate access to specialized expertise in governmental accounting and bank reconciliation processes. The firm has experience assisting public agencies with ERP transitions and resolving complex reconciliation backlogs.
Utilizing a consultant allows the City to accelerate completion of outstanding reconciliations while maintaining continuity of daily financial operations. Additionally, the scope of work includes the development improve will which coordination, staff operating procedures standardized of and efficiency and ensure the sustainability of the reconciliation process moving forward.
This approach represents the most effective and prudent method to restore timely reconciliations, strengthen internal controls, and reduce risk.
DISCUSSION:
Bank reconciliation is a critical internal control that ensures the City’s recorded cash balances align with financial institution records. This process is essential for maintaining accurate financial reporting and safeguarding public funds.
Due to staffing constraints within the Finance Department and the recent conversion to a new ERP system, the City’s bank reconciliation process has fallen behind. The ERP transition has introduced new workflows and reporting structures, increasing the complexity of completing reconciliations and requiring additional time for staff to adapt.
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As a result, multiple reconciliation periods remain incomplete. This backlog creates challenges in ensuring timely financial reporting and increases the risk of undetected discrepancies.
To address this, the City is proposing to engage a consulting firm to assist with completing outstanding reconciliations, reviewing historical discrepancies, and supporting the implementation of updated procedures aligned with the new ERP system.
STRATEGIC PLAN INTEGRATION:
GOAL FIVE: ORGANIZATIONAL EFFECTIVENESS
To identify the work needed inside the City organization to effectively provide services to the community and ensure financial stability.
Objective 1: Operate in a financially sustainable manner.
Objective 2: Evaluate existing practices to ensure continuity with industry best practices.
Objective 3: Provide Council with policies that are consistent while lessening liabilities.
Objective 4: Increase employee retention by training and creating a positive workplace.
Objective 5: Streamline fire prevention coordination efforts.
FISCAL IMPACT:
The cost for the professional services agreement with Eide Bailly LLP is estimated at $76,000, based on a not-to-exceed contract amount.
Because this project is related to the new ERP, funding is available within the City's CIP project, 5672. No additional appropriation is required.
ALTERNATIVE(S):
1. Do not approve the recommended agreement.
2. Provide alternative direction to the Interim City Manager.
ATTACHMENT(S):
Attachment 1: Resolution - Eide Bailly
Attachment 2: Eide Bailly - Bank Reconciliation Services - 2026-075 Attachment 3: Eide Bailly Proposal for City of Hemet - Bank Reconciliation Services Attachment 4: Badawi - Bank Reconciliation Services
Attachment 5: Aspect Consulting Group - Bank Reconciliation Services Attachment 6: AKP Financial Services L.L.C. - Bank Reconciliation Services Attachment 7: Outsource Execs - Bank Reconciliation Services
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CITY OF HEMET RESOLUTION NO. 2026-XXX 1
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CITY OF HEMET
HEMET, CALIFORNIA
RESOLUTION NO. 2026-xxx
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF HEMET, CALIFORNIA, APPROVING A
PROFESSIONAL SERVICES AGREEMENT WITH EIDE
BAILLY LLP FOR BANK RECONCILIATION SERVICES
The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:
WHEREAS, the City of Hemet maintains bank reconciliation as a critical internal control to ensure the accuracy of financial records and safeguard public funds; and WHEREAS, due to staffing constraints within the Finance Department and the recent implementation and conversion to a new Enterprise Resource Planning (ERP) system, the City’s bank reconciliation process has fallen behind; and WHEREAS, the City requires professional assistance to complete outstanding bank reconciliations, resolve discrepancies, establish standardized operating procedures, and support staff coordination under the new ERP system; and WHEREAS, the City solicited proposals from qualified firms to perform bank reconciliation and related financial services; and
WHEREAS, staff evaluated all proposals, conducted research and reference checks, and determined that Eide Bailly LLP is the most qualified firm to perform the required services; and
WHEREAS, while Eide Bailly LLP submitted the highest cost proposal, the City Council finds that selection based on qualifications and demonstrated expertise
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CITY OF HEMET RESOLUTION NO. 2026-XXX 2
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provides the best overall value to the City and reduces the risk associated with this critical financial function; and
WHEREAS, the proposed Professional Services Agreement has been reviewed by the City Attorney and approved as to form.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS, AND RESOLVES AS FOLLOWS:
SECTION 1.The City Council hereby approves the Professional Services Agreement with Eide Bailly LLP for bank reconciliation services, in an amount not to exceed $76,000.
SECTION 2. The City Manager, or designee, is hereby authorized to execute the agreement and any necessary documents, in a form approved by the City Attorney, and to take all actions necessary to implement the agreement.
SECTION 3. The City Clerk shall certify to the adoption of this Resolution.
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CITY OF HEMET RESOLUTION NO. 2026-XXX 3
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PASSED, APPROVED, AND ADOPTED this 12th day of May, 2026. ____________________________
Linda Krupa, Mayor
ATTEST:
_____________________________
Elodie Klug, Deputy City Clerk
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CITY OF HEMET RESOLUTION NO. 2026-XXX 4
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State of California )
County of Riverside )
City of Hemet )
I, Elodie Klug, Deputy City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 12th day of May, 2026, and was passed by the following vote:
AYES: Council Members:
NOES: Council Members:
ABSTAIN: Council Members:
ABSENT: Council Members:
_____________________________
Elodie Klug, Deputy City Clerk
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PROFESSIONAL SERVICES AGREEMENT
BY AND BETWEEN
THE CITY OF HEMET
A CALIFORNIA MUNICIPAL CORPORATION
AND
EIDE BAILLY LLP
A LIMITED LIABILITY PARTNERSHIP
AGREEMENT # 2026-075
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PROFESSIONAL SERVICES AGREEMENT
FOR BANK RECONCILIATION SERVICES
BETWEEN THE CITY OF HEMET AND EIDE BAILLY LLP
THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is made and entered into this 13th day of May, 2026 (“Effective Date”), by and between the CITY OF HEMET (“City”), a California municipal corporation and Eide Bailly LLP, a limited liability partnership (“Consultant”). For the purposes of this Agreement City and Consultant are sometimes hereinafter referred to as “Party” and hereinafter collectively referred to as the “Parties.”
RECITALS
1. City has sought by request for proposals the performance of the Bank Reconciliation Services defined and described particularly in Section 2, “Scope of Services” of this Agreement.
2. Consultant was selected by City to perform those services.
3. Consultant was selected by City on the basis of Consultant’s demonstrated competence and the professional qualifications necessary for the satisfactory performance of the services required.
4. City has authority to enter into this Agreement and the City Manager has authority to execute this Agreement.
5. The Parties desire to formalize the selection of Consultant for performance of those services defined and described particularly in Section 2 “Scope of Services” of this Agreement and desire that the terms of that performance be as particularly defined and described herein.
OPERATIVE PROVISIONS
NOW, THEREFORE, for and in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:
SECTION 1. TERM OF AGREEMENT
Subject to the provisions of Section 21 "Termination of Agreement" of this Agreement, the Term of this Agreement is through July 31, 2026, commencing on the Effective Date, unless otherwise extended by written agreement of the Parties. (a) The City Manager may, in his or her sole discretion, unilaterally exercise an option to extend the Agreement on a month-to-month basis following expiration on the same terms and conditions, including compensation as set forth in Section 4 “Compensation.”
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(b) Consultant acknowledges that the Agreement term may extend over multiple City fiscal years, and that the work and compensation under this Agreement is contingent on the City Council appropriating funding for and authorizing such work and compensation for those fiscal years. This Agreement may be terminated by the City Manager at the end of a fiscal year when sufficient funding is not appropriated and authorized for the subsequent fiscal year, upon thirty (30) days’ prior written notice to Consultant. City is not obligated to pay Consultant for any amounts not duly appropriated and authorized by the City Council.
SECTION 2. SCOPE OF SERVICES
Subject to this Agreement, all addendums and exhibits attached and incorporated hereto, Consultant agrees to perform the services and tasks set forth in Exhibit “A,” “Scope of Services” (hereinafter, the “Services”), and the City agrees to retain and does hereby retain Consultant for the Services.
SECTION 3. ADDITIONAL SERVICES
Consultant shall not be compensated for any work rendered in connection with its performance of this Agreement that is in addition to or outside of the Services unless such additional services are authorized in advance and in writing in accordance with Section 25 “Administration and Implementation” or Section 27 “Amendment” of this Agreement. If and when such additional work is authorized, such additional work shall be deemed to be part of the Services.
SECTION 4. COMPENSATION
(a) Subject to any limitations set forth in this Agreement, City agrees to pay Consultant the amounts specified in Exhibit “B” “Compensation” attached hereto and made a part of this Agreement by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed Seventy-Six Thousand Dollars ($76,000.00) (“Not to Exceed Amount”) unless additional compensation is approved in writing by the City Manager or City Council, as applicable based on the City Manager’s contracting authority, in accordance with Section 25 “Administration and Implementation” or Section 27 “Amendment” of this Agreement.
(b) All City vendors and consultants receiving new contracts, contract renewals, or contract extensions must sign up to receive electronic payments through the City's Automated Clearing House (ACH) payments service/provider within thirty (30) days of contract execution. Electronic payments are processed bi-weekly and are safe and secure. To enroll in ACH electronic payments contact [email protected].
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(c) Payment to Consultant for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Consultant. (d) If this Agreement is extended pursuant to Section 1 “Term of Agreement,” the City shall pay the same rates specified in Exhibit “B” “Compensation.” SECTION 5. METHOD OF PAYMENT AND INVOICING
(a) Payment shall be made in accordance with City’s usual accounting procedures upon receipt and approval of an itemized invoice setting forth the services performed. The invoices shall be emailed to [email protected]. Under no circumstances shall the total amount paid to Consultant under this Agreement exceed the City Manager’s authority without approval by the City Council.
(b) Consultant shall submit within thirty (30) days of the end of each month a complete and accurate written itemized invoice for services performed and/or goods provided. The invoice must be in a format approved by City. In order to receive payment, Consultant shall submit to City an itemized invoice, on a monthly basis, for services performed pursuant to this Agreement. Each itemized invoice shall identify at the top of the first page, the Not to Exceed Amount (as set by Section 4(a) above), the total amount billed to date, the services rendered during the billing period, and the amount due for the invoice for which reimbursement is sought. The invoice shall detail charges by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and subconsultant contracts. Sub consultant charges shall be detailed by the following categories: labor, travel, materials, equipment and supplies. If the compensation set forth in Section 4(a) and Exhibit “B” include payment of labor on an hourly basis (as opposed to labor and materials being paid as a lump sum), the labor category in each invoice shall include detailed descriptions of tasks performed and the amount of time incurred for or allocated to that task. City shall independently review each invoice submitted by the Consultant to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. In the event that no charges or expenses are disputed, the invoice shall be approved and paid according to the terms set forth in subsection (c). In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Consultant for correction and resubmission within fifteen (15) days of receipt, with a written explanation of the disputed items. (c) Except as to any charges for work performed or expenses incurred by Consultant which are disputed by City, City will use its best efforts to cause Consultant to be paid within forty-five (45) days of receipt of Consultant’s correct and undisputed invoice. (d) The Parties estimate that performance of this Agreement will be accomplished without an increase in the Not to Exceed Amount. Consultant shall notify the City in writing whenever it has reason to believe that the costs the Consultant expects to incur under this Agreement in the following sixty (60) days, when added to all costs previously incurred,
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will exceed eighty percent (80%) of the Not to Exceed Amount specified herein. As part of the notification, the Consultant shall provide the City with a revised estimate of the total cost of performing this Agreement.
SECTION 6. INSPECTION AND FINAL ACCEPTANCE
City may inspect and accept or reject any of Consultant’s work under this Agreement, either during performance or when completed. City shall reject or finally accept Consultant’s work within sixty (60) days after submitted to City. City shall reject work by a timely written explanation, otherwise, Consultant’s work shall be deemed to have been accepted. City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud, and such gross mistakes as amount to fraud. Acceptance of any of Consultant’s work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Section 17 “Indemnification” and Section 18 “Insurance.” SECTION 7. OWNERSHIP OF DOCUMENTS
All original maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files and other documents prepared, developed, or discovered by Consultant in the course of providing the Services pursuant to this Agreement shall become the sole property of City and may be used, reused or otherwise disposed of by City without the permission of the Consultant. Upon completion, expiration, or termination of this Agreement, Consultant shall turn over to City all such original maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files, and other documents.
If and to the extent that City utilizes for any purpose not related to this Agreement any maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files, or other documents prepared, developed, or discovered by Consultant in the course of providing the Services pursuant to this Agreement, Consultant’s guarantees and warranties in Section 11 “Standard of Performance” of this Agreement shall not extend to such use of the maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files or other documents.
SECTION 8. INTELLECTUAL PROPERTY RIGHTS ASSIGNMENT
For no additional compensation, Consultant hereby assigns to City all of Consultant’s rights, title, and interest in and to the content of all deliverable materials created by Consultant or its employees, agents, or sub consultants, including copyrights, in connection with the Services performed under this Agreement. Consultant shall promptly execute and deliver and shall cause its employees, agents, and sub consultants to promptly execute and deliver, upon request by the City or any of its successors or assigns at any time and without further compensation of any kind, any assignment, application for copyright, patent, trademark or other intellectual property right protection, or other papers or instruments which may be necessary or desirable to fully secure, perfect or otherwise protect to or for the City, its successors, and assigns, all right, title and
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interest in and to the content of the deliverable materials. For purposes of this section deliverable materials include all works, tangible or not, created under this Agreement including, without limitation, documents, material, data, reports, manuals, specifications, artwork, drawings, sketches, computer programs and databases, schematics, photographs, video and audiovisual recordings, sound recordings, marks, logos, graphic designs, notes, website, domain names, inventions, processes, formulas matters and combinations thereof, and all forms of intellectual property. The provisions of this paragraph are binding on the successors, assigns and heirs of Consultant and shall survive the termination of Consultant’s Services under this Agreement.
SECTION 9. CONSULTANT’S BOOKS AND RECORDS
(a) Consultant shall maintain any and all documents and records demonstrating or relating to Consultant’s performance of the Services. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, or other documents or records evidencing or relating to work, services, expenditures, and disbursements charged to City pursuant to this Agreement. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the Services provided by Consultant pursuant to this Agreement. Any and all such documents or records shall be maintained for three (3) years from the date of execution of this Agreement and to the extent required by laws relating to audits of public agencies and their expenditures. (b) Any and all records or documents required to be maintained pursuant to this section shall be made available for inspection, audit, and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Consultant’s address indicated for receipt of notices, “Section 23,” of this Agreement.
(c) Where City has reason to believe that any of the documents or records required to be maintained pursuant to this section during the applicable retention period described in subsection (a) may be lost or discarded due to dissolution or termination of Consultant’s business, City may, by written request, require that custody of such documents or records be given to the City. Access to such documents and records shall be granted to City, as well as to its successors in interest and authorized representatives.
SECTION 10. INDEPENDENT CONTRACTOR
(a) Consultant is and shall at all times remain a wholly independent contractor and not an officer, employee, or agent of City. Consultant shall have no authority to bind City in any manner, nor to incur any obligation, debt, or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly
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conferred under this Agreement or is otherwise expressly conferred in writing by City. (b) The personnel performing the Services under this Agreement on behalf of Consultant shall at all times be under Consultant’s exclusive direction and control. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall have control over the conduct of Consultant or any of Consultant’s officers, employees, sub consultants or agents except as set forth in this Agreement. Consultant shall not at any time or in any manner represent that Consultant or any of Consultant’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. (c) Neither Consultant, nor any of Consultant’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Consultant expressly waives any claim Consultant may have to any such rights.
SECTION 11. STANDARD OF PERFORMANCE
Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent, and professional manner. Consultant shall at all times faithfully, competently, and to the best of its ability, experience, and talent, perform all Services. In meeting its obligations under this Agreement, Consultant shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to the Services required of Consultant under this Agreement, and shall use such skill, prudence, and diligence as other members of Consultant’s profession commonly possess and exercise. In addition to the general standards of performance set forth in this section, additional specific standards of performance and performance criteria may be set forth in Exhibit “A” “Scope of Services” that shall also be applicable to Consultant’s work under this Agreement. Where there is a conflict between a general and a specific standard of performance or performance criteria, the specific standard or criteria shall prevail over the general.
SECTION 12. COMPLIANCE WITH APPLICABLE LAWS; PERMITS AND LICENSES
Consultant shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations, and rules in effect during the term of this Agreement. Consultant shall at all times observe and comply with all such laws, ordinances, and regulations, and shall be solely responsible for any failure to comply with all applicable laws, ordinances, and regulations. Consultant represents and warrants that Consultant has obtained or shall promptly obtain all necessary licenses to perform the Services set forth in this Agreement and that such licenses are in good standing, including but not limited to obtaining a City business license. Consultant further represents and warrants that the services provided herein shall conform to all ordinances, policies, and practices of the City. Neither City nor any elected or
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appointed boards, officers, officials, employees or agents of City, shall be liable, at law or in equity, as a result of any failure of Consultant to comply with this section.
SECTION 13. PREVAILING WAGE LAWS
Consultant acknowledges and agrees to comply with the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. If the Services under this Agreement constitute “public works” or “maintenance” as defined under the Prevailing Wage laws, Consultant shall: (1) pay prevailing wages to all workers employed in the performance of the Services; (i) comply with all posting, reporting, and record-keeping requirements; and (iii) ensure that all subconsultants comply with the Prevailing Wage Laws. Consultant shall defend, indemnify, and hold the City, its elected officials, officers, employees, and agents free and harmless from any claim or liability arising out of any failure or alleged failure of Consultant to comply with the Prevailing Wage Laws.
SECTION 14. NONDISCRIMINATION
Consultant and subconsultants shall not unlawfully discriminate, harass, or allow harassment against any person because of sex, sexual orientation, gender, gender identity, gender expression, reproductive health decision-making, race, color, religious creed, marital status, ancestry, national origin, medical condition, genetic information, age, disability (mental and physical), or military or veteran status in connection with or related to the performance of this Agreement. Consultant and subconsultants shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code, § 12900 et seq.) and the applicable regulations promulgated thereunder (Cal. Code of Regs, tit. 2, § 7285.0 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code, § 12990 (a)-(f), are incorporated into this Agreement by reference and made a part hereof as set for in full (Cal. Code of Regs, tit. 2, § 7285.0, et seq.). Consultant shall include the non-discrimination and compliance provisions of this section in all subcontracts to perform work under this Agreement.
SECTION 15. CONFLICTS OF INTEREST
(a) Consultant covenants that neither it nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Consultant’s performance of the Services. Consultant further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the City Manager. Consultant agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.
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(b) City understands and acknowledges that Consultant is, as of the date of execution of this Agreement, independently involved in the performance of services for other governmental agencies and private parties that are unrelated to the Services of this Agreement. Consultant represents that, as of the date of execution of this Agreement, itis unaware of any stated position of City relative to such projects that would create a conflict of interest. Any future position of City on such unrelated projects shall not be considered a conflict of interest for the purposes of this section, provided that Consultant promptly discloses to City any circumstances that could reasonably be perceived as creating a conflict of interest.
(d) City understands and acknowledges that Consultant will, perform non-related services for other governmental agencies and private parties following the completion of the Services under this Agreement. Any such future service shall not be considered a conflict of interest for purposes of this section.
SECTION 16. CONFIDENTIAL INFORMATION; RELEASE OF INFORMATION (a) All information gained or work product produced by Consultant in performance of this Agreement shall be considered confidential unless such information: (i) is in the public domain through no breach of this Agreement by Consultant; (ii) was already known to Consultant prior to disclosure by city, as evidenced by Consultant’s written records; (iii) is independently developed by Consultant without use of City’s confidential information; or (iv) is rightfully obtained by Consultant from a third party without breach of any confidentiality obligation.. Consultant shall not release or disclose any such confidential information or work product to persons or entities other than City without prior written authorization from the City Manager, except as may be required by law. If disclosure is required by law Consultant shall, if lawful, provide City with prompt written notice of such requirement prior to disclosure to allow City the opportunity to seek a protective order or other appropriate remedy.
(b) Consultant, its officers, employees, agents, or sub consultants, shall not, without prior written authorization from the City Manager or unless requested by the City Attorney of City, voluntarily provide declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Consultant gives City prompt written notice of such court order or subpoena, and such notice is provided sufficiently in advance of the response deadline to allow City a reasonable opportunity to seek a protective order or other relief. Consultant shall provide such notice within two (2) business days of receipt of the subpoena or court order, or as soon as reasonably practicable.
(c) If Consultant, or any officer, employee, agent, or sub consultant of Consultant, provides any information or work product in violation of this Agreement, then City shall have the right to seek reimbursement from Consultant for any damages, costs, and fees, including
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attorney’s fees, caused by or incurred as a result of Consultant’s conduct. (d) If lawful, Consultant shall promptly notify City should Consultant, its officers, employees, agents, or sub consultants be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed thereunder. City retains the right but has no obligation, to or be present at any deposition, hearing, or similar proceeding. Consultant agrees to reasonably cooperate with City and to provide City with the opportunity to review any response to discovery requests provided by Consultant. However, this right to review any such response does not imply or mean the right of City to control, direct, or rewrite said response and such cooperation shall not extend to matters where the parties’ interests are adverse.
SECTION 17. INDEMNIFICATION
(a) Professional Services. When the law establishes a professional standard of care for Consultant’s Services, to the fullest extent permitted by law including Section 2782.8 of the Civil Code, Consultant shall hold harmless, and indemnify the City, its directors, officers, employees, representatives, and authorized volunteers (“Indemnified Party”) against all liability, demands, claims, losses, damages, or expenses (“Claims and Damages”), arising from all acts or omissions of Consultant or its officers, agents, or employees in performance of this Agreement and/or the Services; excluding, however, such Claims and Damages caused by Indemnified Party’s sole negligence or willful acts.
Consultant shall defend itself against all Claims and Damages arising out of or alleged to arise out of Consultant’s performance or non- performance of the Services, and shall not tender such claims to Indemnified Party for defense or indemnity. (b) Non-Professional Services. Other than in the performance of professional services, to the fullest extent permitted by law, Consultant shall hold harmless, defend at its own expense, and indemnify Indemnified Party against all Claims and Damages, including reasonable attorney’s fees and costs, arising from all acts or omissions of Consultant or its officers, agents, or employees in performance of this Agreement and/or the Services, including Claims and Damages by Consultant or its employees or agents; excluding, however, such Claims and Damages caused by Indemnified Party’s sole negligence or willful acts.
(c) Defense Counsel and Costs to Enforce Indemnity. Consultant shall reimburse Indemnified Party for any and all legal expenses and costs incurred by Indemnified Party to enforce the indemnity herein.
SECTION 19. ASSIGNMENT
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The expertise and experience of Consultant are material considerations for this Agreement. City has an interest in the qualifications and capability of the persons and entities who will fulfill the duties and obligations imposed upon Consultant under this Agreement. In recognition of that interest, Consultant shall not assign or transfer this Agreement or any portion of this Agreement or the performance of any of Consultant’s duties or obligations under this Agreement without the prior written consent of the City, which may be given in the sole and absolute discretion of the City Manager. Any attempted assignment without City’s Prior written consent shall be ineffective, null, and void, and shall constitute a material breach of this Agreement entitling City to any and all remedies at law or in equity, including immediate termination of this Agreement pursuant to Section 21 “Termination of Agreement.” City acknowledges, however, that Consultant, in the performance of its duties pursuant to this Agreement, may utilize sub consultants.
If in the performance of its duties Consultant utilizes subconsultants or subcontractors, Consultant covenants that all subcontracts shall contain provisions making subconsultants or subcontractors subject to all applicable provisions stipulated in this Agreement, including without limitation, the insurance obligations set forth in Section 18 “Insurance,” the indemnification obligations set forth in Section 17 “Indemnification,” and the confidentiality obligations set forth in Section 16 “Confidential Information; Release of Information.” The Consultant acknowledges and agrees that the City is an intended beneficiary of any work performed by any sub consultant or subcontractor for purposes of establishing a duty of care between any sub consultant or subcontractor and the City.
SECTION 20. CONTINUITY OF PERSONNEL
Consultant shall make every reasonable effort to maintain the stability and continuity of Consultant’s staff and subcontractors / subconsultants, if any, assigned to perform the Services.
Consultant shall provide City with written notice of any changes in Consultant’s key personnel and subcontractors/subconsultants, assigned to perform the Services at least five (5) business days prior to such change, or immediately upon learning of an unexpected change. City reserves the right to approve or reject any proposed replacement personnel or subconsultants if such personnel are identified as key to the Services in Exhibit “A,” which approval shall not be unreasonable withheld or delayed.
SECTION 21. TERMINATION OF AGREEMENT
(a) City may terminate this Agreement in its sole and absolute discretion, with or without cause, at any time by giving written notice of termination to Consultant. In the event such notice is given, Consultant shall cease immediately all work in progress. (b) Consultant may terminate this Agreement for cause at any time upon thirty (30) days’ prior written notice of termination to City, provided that such notice specifies in detail the