Agenda packet — Hanford City Council, July 18, 2023 (part 2 of 5)

Hanford Landscaping and Lighting Assessment Districts
Engineer’s Annual Report
Fiscal Year 2023/2024

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Part III - Estimate of Costs
Annual Inflationary Adjustment (Assessment Range Formula) Pursuant to Article XIII D of the California Constitution (Proposition 218), any “new or increased assessments” require certain noticing and balloting requirements. However, Government Code Section 54954.6(a) provides that a “new or increased assessment” does not include “ an assessment which does not exceed an assessment formula or range of assessments...previously adopted by the agency or approved by the voters in the area where the assessment is imposed.” This definition of a new or increased assessment is reaffirmed in the Proposition 218 Omnibus Implementation Act, Government Code Section 53753.5.

Currently, the maximum assessment rates identified in this Report for Districts 90 -01, 90 -02, 90-03, 90-04, 91-01, 92-01, 92-02, 93-01, 94-01, 94-02, 94-03, 97-01, 97-02, 97-03, 98-01, and 98-02 are fixed maximum assessment rates that do not include any inflationary adjustment.

However, either at the time of formation or in a subsequent proceeding the maximum assessments for Districts 93-02, 01-01, 01-02, 01-03, 01-04, 02-01, 03-01, 04-01, 04-02, 04-03, 04-04, 05 -01, 05 -02, 06 -01, 07-02, 09-01, 09 -02, 14 -01, 15 -01, 15 -02, 16 -01, 16 -02, 18-01, 19-01, 19-02, 20-01, and 21-01 were balloted for a new or increased assessment s that include an inflationary adjustment (assessment range formula).

As previously adopted and approved by the City Council for the Districts with an inflationary adjustment, each fiscal year the maximum assessment rate established for the improvements in the previous fiscal year for each District may be adjusted by the percentage increase in the Local Consumer Price Index (CPI). The Consumer Price Index used for the inflationary adjustment shall be for Urban Wage Earners and Clerical Workers, San Francisco -Oakland-San Jose Area, as developed by U.S. Bureau of Labor Statistics. The CPI used shall be as determined by the Bureau of Labor Statistics for a similar period of time.

January 1, of each calendar year (“Adjustment Date”), the City shall identify the percentage change in the CPI, using the difference over a 12-month period between the current year and of the previous year as of the Adjustment Date (typically December to December). This percentage difference shall then establish the range of increase to the maximum assessment rates allowed.

If the percentage change in the CPI is negative, the m aximum assessment rates shall not be adjusted from the previous fiscal year (unchanged). Should the Bureau of Labor Statistics revise such index or discontinue the preparation of such index, the Bureau of Labor Statistics will be the sole judge of the comparability of successive indexes, but if the Bureau of Labor Statistics fail to supply indexes it deems comparable or if no succeeding index is published, the City shall determine an appropriate published price index as approved by the City Council for dete rmining fluctuations in the cost of living.

The annual change in CPI from December 20 21 to December 202 2 as reported by the U.S.

Bureau of Labor Statistics was 4.6 percent. Therefore, the maximum assessment rates for fiscal year 2021/2023 will be increased by 4.6 percent for fiscal year 2023/2024 in those Districts with a previously approved inflationary adjustment including, Districts 93-02, 01-01, 01-02, 01-03, 01- 04, 02-01, 03-01, 04-01, 04-02, 04-03, 04-04, 05-01, 05-02, 06-01, 07-02, 09-01, 09-02, 14-01, 15-01,15-02,16-01,16-02, 18-01, 19-01, 19-02, 20-01, and 21-01.

This assessment range formula or inflationary adjustment provides for the District maximum assessment rate applicable for the prior fiscal year to be increased each subsequent fi scal year

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Hanford Landscaping and Lighting Assessment Districts
Engineer’s Annual Report
Fiscal Year 2023/2024

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which is consistent with the California Constitution and the above-referenced Government Code sections.

The adoption of the maximum assessment rates and the Assessment Range Formula does not mean that the annual assessments will necessarily incre ase each fiscal year, nor does it absolutely restrict the assessments to the annually adjusted maximum assessment rate. Although the maximum assessment rate that may be levied shall be increased by this assessment range formula for each applicable District each fiscal year, the actual amount to be assessed will be based on the Balance to Levy for that fiscal year. If the calculated assessment rate is less than the adjusted maximum assessment rate, then the calculated assessment rate may be approved by the C ity Council for collection. If the calculated assessment rate (based on the proposed budget) is greater than the adjusted maximum assessment rate for that fiscal year, then the assessment would be considered an increased assessment and would require proper ty owner approval through a protest ballot proceeding before imposing such an increase. Otherwise, it would be necessary to reduce the budget or provide funding from other sources to the City to reduce the Balance to Levy to an amount that can be supported by an assessment rate less than or equal to the adjusted maximum assessment rate authorized for that fiscal year.

Annual District Budgets
The following budget pages outline the estimated costs to maintain and service the various landscaping and lighting improvements described in this Report for fiscal year 2023/2024.

The budgeted expenses outlined in the following pages for each District reflect the estimated annual expenses required to support and maintain the improvements to be provided for fiscal year 2023/2024. T he Total Annual Expenses , minus the general benefit expenses (expenses not assessed and identified as the City’s financial obligation to support the improvements) plus any Reserve Fund Collection result in the amount of funding the property owners should reasonably be assessed to fully fund their proportional special benefit from those improvements . Negative Funding Adjustments (Reserve Fund Transfers or City Loan and/or Service Reductions) represent additional funding that is required from either the existing Reserve Funds or from the City to fully support the improvement maintenance and services.

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Hanford Landscaping and Lighting Assessment Districts
Engineer’s Annual Report
Fiscal Year 2023/2024

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Budgets for Fund Numbers 0240 through 0261 (Districts 90-01 through 02-01)

Fund No. District
No.

Direct
Maintenance
Expenses
Incidental
Expenses
(Admin.)
Total Annual
Expenses
General
Benefit
Special
Benefit
Expenses
Reserve Fund
Collection or
(Transfer)
City Loan and/or
Service
Reductions
Balance to Levy EBUs
FY 2023/2024
Assessment
Rate
Maximum
Assessment
Rate
Beginning
Fund Balance
Fund Balance
Additions or
Deficits
Estimated
Ending Fund
Balance
0240 90-01 33,984$ 4,811$ 38,796$ (883)$ 37,913$ 11,191$ -$ 49,104$ 352 $139.50 $139.50 45,726$ 11,191$ 56,917$ 0241 90-02 2,819$ 594$ 3,412$ (116)$ 3,296$ 1,050$ -$ 4,346$ 53 $82.00 $82.00 3,825$ 1,050$ 4,875$ 0242 90-03 3,676$ 944$ 4,620$ (222)$ 4,398$ -$ (274)$ 4,124$ 84 $49.10 $49.10 (2,863)$ (274)$ (3,137)$ 0243 90-04 1,045$ 158$ 1,204$ (19)$ 1,184$ -$ (312)$ 872$ 14 $62.30 $62.30 (1,568)$ (312)$ (1,880)$ 0244 91-01 4,173$ 2,185$ 6,358$ (142)$ 6,216$ -$ (1,001)$ 5,215$ 285 $18.30 $18.30 (1,125)$ (1,001)$ (2,126)$ 0245 92-01 4,321$ 977$ 5,298$ (259)$ 5,039$ -$ (1,077)$ 3,962$ 78 $50.80 $50.80 (6,802)$ (1,077)$ (7,879)$ 0246 92-02 2,030$ 886$ 2,916$ (158)$ 2,758$ 55$ -$ 2,813$ 98 $28.70 $28.70 57$ 55$ 111$ 0247 93-01 3,309$ 490$ 3,799$ (140)$ 3,659$ 801$ -$ 4,460$ 29 $153.80 $153.80 4,353$ 801$ 5,154$ 0248 93-02 5,053$ 1,534$ 6,587$ (201)$ 6,386$ 1,574$ -$ 7,960$ 169 $47.10 $47.10 (5,617)$ 1,574$ (4,043)$ 0249 94-01 4,142$ 1,034$ 5,176$ (66)$ 5,110$ -$ (2,135)$ 2,975$ 114 $26.10 $26.10 (10,421)$ (2,135)$ (12,556)$ 0250 94-02 38,837$ 7,793$ 46,630$ (1,488)$ 45,142$ 843$ -$ 45,985$ 541 $85.00 $85.00 (8,728)$ 843$ (7,885)$ 0251 94-03 20,335$ 4,305$ 24,640$ (1,255)$ 23,385$ -$ (7,337)$ 16,048$ 272 $59.00 $59.00 (25,553)$ (7,337)$ (32,890)$ 0252 97-01 1,290$ 431$ 1,720$ (85)$ 1,635$ 622$ -$ 2,257$ 44 $51.30 $51.30 (1,152)$ 622$ (530)$ 0253 97-02 1,322$ 320$ 1,641$ (63)$ 1,579$ -$ (298)$ 1,281$ 30 $42.70 $42.70 (3,077)$ (298)$ (3,374)$ 0254 97-03 12,226$ 2,834$ 15,060$ (626)$ 14,434$ 1,241$ -$ 15,675$ 250 $62.70 $62.70 (10,650)$ 1,241$ (9,409)$ 0255 98-01 5,454$ 1,263$ 6,717$ (195)$ 6,523$ -$ (1,735)$ 4,788$ 126 $38.00 $38.00 (5,209)$ (1,735)$ (6,943)$ 0256 98-02 8,392$ 1,872$ 10,263$ (418)$ 9,845$ 4,573$ -$ 14,418$ 162 $89.00 $89.00 15,053$ 4,573$ 19,626$ 0257 01-01 4,221$ 1,311$ 5,532$ (135)$ 5,396$ (477)$ -$ 4,920$ 148 $33.24 $47.95 15,315$ (477)$ 14,839$ 0258 01-02 6,023$ 2,056$ 8,079$ (291)$ 7,789$ 1,656$ -$ 9,444$ 199 $47.46 $47.46 1,072$ 1,656$ 2,728$ 0259 01-03 3,237$ 868$ 4,105$ (159)$ 3,946$ (181)$ -$ 3,765$ 86 $43.78 $67.19 16,742$ (181)$ 16,561$ 0260 01-04 27,160$ 5,765$ 32,925$ (1,289)$ 31,636$ 5,000$ -$ 36,636$ 489 $74.92 $74.93 7,450$ 5,000$ 12,449$ 0261 02-01 16,753$ 2,874$ 19,627$ (862)$ 18,765$ 3,971$ -$ 22,735$ 182 $124.92 $124.92 2,285$ 3,971$ 6,255$

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Hanford Landscaping and Lighting Assessment Districts
Engineer’s Annual Report
Fiscal Year 2023/2024

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Budgets for Fund Numbers 0262 through 0282 (Districts 03-01 through 21-01)

Fund No. District
No.

Direct
Maintenance
Expenses
Incidental
Expenses
(Admin.)
Total Annual
Expenses
General
Benefit
Special
Benefit
Expenses
Reserve Fund
Collection or
(Transfer)
City Loan and/or
Service
Reductions
Balance to Levy EBUs
FY 2023/2024
Assessment
Rate
Maximum
Assessment
Rate
Beginning
Fund Balance
Fund Balance
Additions or
Deficits
Estimated
Ending Fund
Balance
0262 03-01 7,301$ 1,601$ 8,902$ (236)$ 8,666$ (33)$ -$ 8,632$ 128 $67.44 $81.20 29,150$ (33)$ 29,117$ 0263 04-01 7,183$ 2,124$ 9,307$ (290)$ 9,017$ (792)$ -$ 8,225$ 233 $35.30 $46.33 49,788$ (792)$ 48,996$ 0264 04-02 17,980$ 2,255$ 20,235$ (793)$ 19,442$ 232$ -$ 19,674$ 75 $262.32 $262.33 33,873$ 232$ 34,105$ 0265 04-03 45,880$ 7,427$ 53,307$ (1,893)$ 51,414$ 15,291$ -$ 66,705$ 445 $149.90 $149.91 23,245$ 15,291$ 38,536$ 0266 04-04 7,149$ 686$ 7,835$ (206)$ 7,629$ (100)$ -$ 7,529$ 20 $376.44 $524.66 21,705$ (100)$ 21,605$ 0267 05-01 2,638$ 442$ 3,080$ (46)$ 3,034$ (144)$ -$ 2,890$ 39 $74.10 $139.46 13,268$ (144)$ 13,123$ 0268 05-02 10,708$ 2,098$ 12,805$ (595)$ 12,210$ 138$ -$ 12,348$ 150 $82.32 $118.67 25,535$ 138$ 25,673$ 0269 06-01 27,792$ 4,396$ 32,188$ (1,317)$ 30,871$ 679$ -$ 31,550$ 144 $219.10 $219.11 (5,469)$ 679$ (4,790)$ 0272 07-02 6,269$ 2,399$ 8,668$ (397)$ 8,271$ (840)$ -$ 7,431$ 265 $28.04 $149.91 84,183$ (840)$ 83,343$ 0270 09-01 2,089$ 290$ 2,379$ (95)$ 2,283$ (140)$ -$ 2,143$ 14 $153.10 $281.07 10,327$ (140)$ 10,187$ 0271 09-02 19,940$ 2,526$ 22,466$ (703)$ 21,762$ 3,527$ -$ 25,289$ 121 $209.00 $218.61 30,208$ 3,527$ 33,734$ 0273 14-01 30,510$ 3,661$ 34,171$ (1,033)$ 33,138$ 2,310$ -$ 35,448$ 175 $202.56 $257.50 54,150$ 2,310$ 56,460$ 0274 15-01 152,558$ 16,165$ 168,723$ (5,563)$ 163,160$ 32,627$ -$ 195,787$ 467 $419.24 $489.13 176,248$ 32,627$ 208,875$ 0275 15-02 9,283$ 891$ 10,174$ (221)$ 9,953$ (1,575)$ -$ 8,378$ 34 $246.42 $246.43 3,716$ (1,575)$ 2,142$ 0276 16-01 12,475$ 1,296$ 13,771$ (340)$ 13,431$ (1,347)$ (6)$ 12,079$ 54 $223.68 $223.69 1,347$ (1,353)$ (6)$ 0277 16-02 9,713$ 1,630$ 11,342$ (423)$ 10,919$ (1,131)$ -$ 9,788$ 113 $86.62 $168.79 29,176$ (1,131)$ 28,045$ 0278 18-01 72,920$ 7,825$ 80,745$ (2,496)$ 78,250$ 15,014$ -$ 93,264$ 267 $349.30 $518.00 147,790$ 15,014$ 162,804$ 0279 19-01 10,638$ 831$ 11,469$ (177)$ 11,291$ 936$ -$ 12,227$ 22 $555.78 $565.78 8,214$ 936$ 9,150$ 0280 19-02 7,396$ 595$ 7,991$ (222)$ 7,769$ 3,875$ -$ 11,644$ 26 $447.84 $468.45 1,895$ 3,875$ 5,770$ 0281 20-01 42,399$ 4,602$ 47,001$ (1,935)$ 45,066$ 8,462$ -$ 53,528$ 80 $669.10 $689.11 30,944$ 8,462$ 39,406$ 0282 21-01 47,574$ 4,563$ 52,137$ (1,815)$ 50,322$ 5,659$ -$ 55,981$ 56 $999.66 $1,100.72 58,798$ 5,659$ 64,457$

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Hanford Landscaping and Lighting Assessment Districts
Engineer’s Annual Report
Fiscal Year 2023/2024

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Part IV - District Diagrams
The following pages contain an Overview LLMD D iagram showing the general location of the Districts within the City of Hanford for fiscal year 2023/2024 described within this Report as well as individual District Diagrams for each of the individual Districts, which incorporates the parcels determined to receive special benefits from the various District improvements. All parcels that will receive a special benefit from the imp rovements provided within each District consist of all lots, parcels and subdivisions of land within the boundaries of those Districts as depicted by th ese diagrams and the lines and dimensions of those lots, parcels and subdivisions of land shall be those lines and dimensions shown on the current Kings County Assessor’s parcel maps and by reference the Kings County Assessor’s parcel maps are incorporated herein and made part of this Report. This diagram along with the Assessment Roll incorporated in this Report constitute the District Assessment Diagram for each District for fiscal year 2023/2024.

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Hanford Landscaping and Lighting Assessment Districts
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Overview LLMD Diagram

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District 90-01 Pinecastle Addition Units 1 through 4

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District 90-02 Park Monterey Units 1 & 2

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District 90-03 Mansionette Estates Units 7 & 8

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District 90-04 Hyde Park

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District 91-01 Sierra Vista & New Dimensions Units 1 through 5

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District 92-01 Portofino Units 1 through 4

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District 92-02 Cielo En Tierra Units 1 through 5

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District 93-01 Vintage Estates

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District 93-02 Walnut Forest Units 1 through 3

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District 94-01 Gateway Estates

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District 94-02 Stonecrest Units 1 through 9

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District 94-03 Quail Run Estates Units 1 through 5

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District 97-01 Rosewood Estates Units 1 & 2

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District 97-02 Summer Field Addition #2

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District 97-03 Country Crossing Units 1 through 5

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District 98-01 Crystal Springs Units 1 through 3

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District 98-02 Mountain View Estates Units 1 through 6

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District 01-01 Pacific Grove Units 1 through 3 and N. Pointe Units 1 through 4

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District 01-02 Cambridge Homes Units 1 through 3

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District 01-03 Poppy Hills Units 1 & 2

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District 01-04 Silver Oaks Units 1 through 5

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District 02-01 Ashton Park Units 1 through 4

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District 03-01 Le Parc Units 1 through 3

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District 04-01 Sidonia Units 1 & 2 and Sidonia Estates II

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District 04-02 Cambridge Homes - Majesty Pinnacle & Majesty II

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District 04-03 Cambridge Homes - Majesty II #2, Cambridge Homes Units 1 through 6, Vineyards Units 1 through 4

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District 04-04 Sierra Heights Units 1 & 2

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District 05-01 Mission Park

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District 05-02 Copper Valley

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District 06-01 Quail Park Units 1 & 2

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District 07-02 South Gate Addition, Greenbrier Gardens, & Live Oak North

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District 09-01 Victory Estates

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District 09-02 Independence Units 1 & 2

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District 14-01 Independence Units 3 & 4

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District 15-01 Silver Oaks Addition III Units 1 through 3

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District 15-02 The Greens II

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District 16-01 Woodside Homes

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District 16-02 Mynderup Units 1 & 2

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District 18-01 Bella Vista Units 1 through 4

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District 19-01 Pacific Grove Addition II

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District 19-02 The Enclave

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District 20-01 Woodside Homes

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District 21-01 San Joaquin Valley Homes

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Part V - Assessment Rolls
Due to the number of parcels in the Districts, the Assessment Roll for fiscal year 2023/2024 has been filed with the City Clerk in an electronic format and is, by reference, made part of this Report.

The Assessment Roll identifie s the parcels within each District that are assessed for special benefits and their corresponding assessment amount for fiscal year 2023/2024. Each parcel listed on the Assessment Roll is currently shown and illustrated on the County Assessor's Roll and the County Assessor’s Parcel Number Maps (APN maps). These records are, b y reference, made part of this Report and shall govern for all details concerning the description of the lots or parcels.

All assessments presented on the assessment roll are subject to change as a result of parcel changes made by the County including parcel splits, parcel merges or development changes that occur prior to the County Assessor's Office securing the final roll and generating tax bills for fiscal year 2023/2024.

The proposed Assessment Roll shall be available for public inspection in the City C lerk’s Office during normal office hours.

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11.I.

AGENDA

STAFF REPORT

MEETING DATE: 7/18/2023 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval of a purchase order with Martin Merietta for the purchase of asphalt material in the amount of $120,000.

RECOMMENDATION:

Recommendation:

That the City Council, by motion, approve a Purchase Order with Martin Marietta (Hanford, CA) for the purchase of asphalt in the amount of $120,000 for fiscal year 2023/2024.

Recommend Motion: I move to approve a Purchase Order with Martin Marietta (Hanford, CA) for the purchase of asphalt in the amount of $120,000 for fiscal year 2023/2024.

Martin Marietta provides asphalt for street maintenance projects throughout the year. Each year, approximately $120,000 is designated for the purchase of this material.

Martin Marietta is the only local vendor which supplies asphalt material. Other vendors require the Streets Division staff to drive to Coalinga, Visalia, or Fresno to pick up the asphalt. This not only wastes time, but it also leaves less time for the streets department to place the asphalt prior to it cooling off. In addition, purchase of material from outside the area would lengthen the project timeline and cause undue inconvenience to the public. The asphalt is used to deep patch local streets, prepare for upcoming projects, and extend the life of the local streets. The city saves money performing these jobs in house rather than using outside contractors.

The price of asphalt is very volatile because of oil price fluctuations. In an effort to provide some price stability, the State of California ties the cost of oil to the California oil index and vendors are only allowed to increase pricing on a quarterly basis. The increasing cost of oil is likely to continue affecting the asphalt costs, resulting in higher project costs over time.

FISCAL IMPACT: FY24 STREETS MAINTENANCE DIVISION BUDGET APPROPRIATED $300,000 FOR STREET MAINTENANCE MATERIALS AND SUPPLIES

ATTACHMENTS:

None

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11.J.

AGENDA

STAFF REPORT

MEETING DATE: 7/18/2023 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval of purchase order to Ennis Flint Inc. for the purchase of traffic marking paint, not to exceed $79,110.

RECOMMENDATION:

That the City Council, by Motion, approve a Purchase Order with Ennis Flint, Inc. of Bakersfield, CA for the purchase of traffic paint and glass beads in the amount of $79,110 for fiscal year 2023/2024.

BACKGROUND:

A part of many street maintenance projects is the repainting of pavement markings. The paint used is highly specialized and engineered, per Cal Trans Specifications. In addition, glass beads are added to the painted surface to provide increased reflectivity.

City staff has performed annual striping using other brands of paint that do not stand up to the traffic volume or conditions we see in Hanford. Ennis Flint's paint is designed for high traffic highway use and provides a much longer life.

The City has used Ennis Flint, based out of Bakersfield, CA, for several years because they are able to provide the products at a very reasonable price. Ennis Flint allows the City of Hanford to purchase all paint and supplies using the State's established pricing, per State contract.

FISCAL IMPACT:

The fiscal year 2023/2024 Streets operations budget appropriated $300,000 for street construction and materials. This purchase order will utilize this funding already appropriated by City Council.

ATTACHMENTS:

1. CA DOT_P T_Exp 03-03-2025

2. CA Paint and Thermo contract

Page 188 of 665 ends

Corporate Office:
4161 Piedmont Pkwy, Ste 370
Greensboro, NC 27410
Phone (800) 331-8118
Fax (336) 218-6746
[email protected]
State of California
1-22-80-03
Thermoplastic Traffic Striping Material and Paint, Rapid Dry Waterborne Current Expiration Date:

Waterborne Traffic Paint
Ennis-Flint, Inc.

Phone Mobile
Fax (336) 218-6746 Fax
Contract
Item No. Packaging Unit of Measure Contract Unit Price
WB-N7 PTWB01WH-55RL 55G Drum 55RL 817.300$
WB-N8 PTWB01WH-5P 5G Pail 5P 79.300$
WB-N9 PTWB01WH-SRG350 345G Tote SRG35 5,026.000$
WB-N10 PTWB01YLF-55RL 55G Drum 55RL 795.850$
WB-N11 PTWB01YLF-5P 5G Pail 5P 77.350$
WB-N12 PTWB01YLF-SRG350 345G Tote SRG35 4,889.500$
WB-N13 PTWB01BK-55RL 55G Drum 55RL 755.700$
WB-N14 PTWB01BK-5P 5G Pail 5P 73.700$
WB-N15 PTWB01BK-SRG350 345G Tote SRG35 4,644.500$
WB-N16 985221-55RL 55G Drum 55RL 885.500$
WB-N17 985221-5P 5G Pail 5P 85.500$
WB-N18 985221-SRG350 345G Tote SRG35 5,460.000$
WB-N19 985222-55RL 55G Drum 55RL 850.850$
WB-N20 985222-5P 5G Pail 5P 81.850$
WB-N21 985222-SRG350 345G Tote SRG35 5,239.500$
WB-N22 985223-55RL 55G Drum 55RL 821.700$
WB-N23 985223-5P 5G Pail 5P 79.700$
WB-N24 985223-SRG350 345G Tote SRG35 5,054.000$
WB-N25 CBU0040 5G Pail Each 15.000$
WB-N26 CDR0004 55G Drum Each 100.000$
LT-N28 985351-SRG350 345G Tote SRG35 5,708.500$
LT-N29 985351-55RL 55G Drum 55RL 924.550$
LT-N30 985352-SRG350 345G Tote SRG35 5,537.000$
LT-N31 985352-55RL 55G Drum 55RL 842.600$
WB BLK HI BUILD 1952E3
WB BLK HI BUILD 1952E3
WB BLK HI BUILD 1952E3
5 Gallon Container
55 Gallon Container

WB WHT WOLVERINE LOW TEMP

WB YEL WOLVERINE LOW TEMP

WB YEL WOLVERINE LOW TEMP
Southern California
WB YEL HI BUILD 1952E3 98PA30
WB YEL CA PTWB-01
WB YEL CA PTWB-01
WB YEL CA PTWB-01
WB BLK CA PTWB-01
WB BLK CA PTWB-01
WB BLK CA PTWB-01
WB WHT HI BUILD 1952E3 98PA21
WB WHT HI BUILD 1952E3 98PA21
WB WHT HI BUILD 1952E3 98PA21
WB YEL HI BUILD 1952E3 98PA30
WB YEL HI BUILD 1952E3 98PA30
WB WHT CA PTWB-01
Contract Administrator Regional Sales Manager
336-308-3807 (909) 912-9416
(336) 218-6746
[email protected] [email protected]
Product Number Description
Northern California
WB WHT CA PTWB-01
WB WHT CA PTWB-01
Product Line(s):

Remit Orders To:

To request a quote or place an order, please contact: For all other inquiries, please contact:

Becky Eller Tony Becker
Entity:

Contract Number:

Contract Title:

March 3, 2025
Contract Start: March 4, 2022

Page 1 of 2 ends

Page 189 of 665 ends

Contract
Item No. Packaging Unit of Measure Contract Unit PriceProduct Number Description WB-S7 PTWB01WH-55RL 55G Drum 55RL 803.000$
WB-S8 PTWB01WH-5P 5G Pail 5P 78.000$
WB-S9 PTWB01WH-SRG350 345G Tote SRG35 4,935.000$
WB-S10 PTWB01YLF-55RL 55G Drum 55RL 781.550$
WB-S11 PTWB01YLF-5P 5G Pail 5P 76.050$
WB-S12 PTWB01YLF-SRG350 345G Tote SRG35 4,798.500$
WB-S13 PTWB01BK-55RL 55G Drum 55RL 741.400$
WB-S14 PTWB01BK-5P 5G Pail 5P 72.400$
WB-S15 PTWB01BK-SRG350 345G Tote SRG35 4,543.000$
WB-S16 985221-55RL 55G Drum 55RL 871.200$
WB-S17 985221-5P 5G Pail 5P 84.200$
WB-S18 985221-SRG350 345G Tote SRG35 5,369.000$
WB-S19 985222-55RL 55G Drum 55RL 836.550$
WB-S20 985222-5P 5G Pail 5P 81.050$
WB-S21 985222-SRG350 345G Tote SRG35 5,148.500$
WB-S22 985223-55RL 55G Drum 55RL 807.400$
WB-S23 985223-5P 5G Pail 5P 78.400$
WB-S24 985223-SRG350 345G Tote SRG35 4,963.000$
WB-S25 CBU0040 5G Pail Each 15.000$
WB-S26 CDR0004 55G Drum Each 100.000$
LT-S1 985351-SRG350 345G Tote SRG35 5,869.500$
LT-S2 985351-55RL 55G Drum 55RL 941.600$
LT-S3 985352-SRG350 345G Tote SRG35 5,698.000$
LT-S4 985352-55RL 55G Drum 55RL 922.900$

WB WHT WOLVERINE LOW TEMP

WB YEL WOLVERINE LOW TEMP

WB YEL WOLVERINE LOW TEMP
WB YEL HI BUILD 1952E3 98PA30
WB BLK HI BUILD 1952E3
WB BLK HI BUILD 1952E3
WB BLK HI BUILD 1952E3
5 Gallon Container
55 Gallon Container
WB YEL HI BUILD 1952E3 98PA30
WB WHT CA PTWB-01
WB YEL CA PTWB-01
WB YEL CA PTWB-01
WB YEL CA PTWB-01
WB BLK CA PTWB-01
WB BLK CA PTWB-01
WB BLK CA PTWB-01
WB WHT HI BUILD 1952E3 98PA21
WB WHT HI BUILD 1952E3 98PA21
WB WHT HI BUILD 1952E3 98PA21
WB YEL HI BUILD 1952E3 98PA30
WB WHT CA PTWB-01
WB WHT CA PTWB-01

Page 2 of 2 ends

Page 190 of 665 ends

Department of General Services
Procurement Division
707 Third Street, 2nd Floor
West Sacramento, CA 95605-2811
State of California

STATEWIDE CONTRACT

USER INSTRUCTIONS
All changes to most recent Supplem ent are in bold red italic. Additi ons ar e enclosed in asterisks, *, and deleti ons are enclosed in br ackets, [].

MANDATORY
ISSUE AND EFFECTIVE DATE: 03/04/2022
CONTRACT NUMBER: 1-22-80-03
DESCRIPTION: Thermoplastic Striping Material and
Paint, Rapid Dry Waterborne
CONTRACTOR: Ennis Flint, Inc.

CONTRACT TERM: 3/4/2022 through 3/3/2025
STATE CONTRACT ADMINISTRATOR: Amanda Lewis
(279) 946-7876
[email protected]
The contract user instructions, products, and pricing are included herein. All purchase documents issued under this contract incorporate the contract terms and applicable California General Provisions:

Non-IT General Provisions (rev 11/19/2021) (https://www.dgs.ca.gov/- /media/199A6A32E4DE4BECAFF4EFA7194350CD.ashx)
Cal eProcure link: www.caleprocure.ca.gov

ORDER PLACEMENT INFORMATION
Mailing Address:
4161 Piedmont Parkway,
Greensboro, NC 27410
Fax/Email:

Fax: (336) 218-6746
Email: [email protected]
Contact Information:

Ennis Flint, Inc.

Sherry Murr
Phone:
(336) 308-3807
Email: [email protected]

Page 191 of 665 ends

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 2 ends

All changes to most recent Supplement are in bold red italic. Additions are enclosed in asterisks; deletions are enclosed in brackets.

SUMMARY OF CHANGES
Supplement
Number Description/Articles Supplement
Date
N/A Original Contract Posted

3/4/2022
All other terms and conditions remain the same.

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 3 ends

Page 193 of 665 ends

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 4 ends

Page 194 of 665 ends

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 5 ends

SCOPE
The State’s contract with Ennis Flint, Inc. (Contractor) provides Thermoplastic Traffic Striping Material and Paint, Rapid Dry Waterborne at contracted pricing to the State of California and local governmental agencies in accordance with the requirements of Contract # 1-22-80-03. The Contractor shall supply the entire portfolio of products as identified in the contract and will be the primary point of contact for data collection, reporting, and distribution of Thermoplastic Traffic Striping Material and Paint, Rapid Dry Waterborne to the State.

The contract term is for 3 years with an option to extend the contract for two (2) additional one (1) year period or portion thereof. The terms, conditions, and prices for the contract extension option shall be by mutual agreement between the Contractor and the State. If a mutual agreement cannot be met the contract may be terminated at the end of the current contract term.

CONTRACT USAGE/RULES
A. State Departments
• The use of this contract is mandatory for all State of California departments. • State departments must adhere to all applicable State laws, regulations, policies, best practices, and purchasing authority requirements, e.g. California Codes, Code of Regulations, State Administrative Manual, Management Memos, and State Contracting Manual Volume 2, as applicable.
• Prior to placing orders against this contract, State departments must have been granted non-IT purchasing authority by the Department of General Services, Procurement Division (DGS-PD) for the use of this statewide contract. State departments that have not been granted purchasing authority by DGS-PD for the use of the State’s statewide contracts may contact DGS-PD’s Purchasing Authority Management Section by e-mail at [email protected].
• State departments must have a Department of General Services (DGS) agency billing code prior to placing orders against this contract. Ordering departments may contact their Purchasing Authority contact or their department’s fiscal office to obtain this information.

B. Local Governmental Agencies
• Local governmental agency use of this contract is optional.

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 6 ends

• Local government agencies are defined in Public Contract Code Chapter 2, Section 10298 (a) (b) and 10299 (b); this includes the California State Universities (CSU) and University of California (UC) systems, K-12 schools and community colleges empowered to expend public funds for the acquisition of products While the State makes this contract available to local governmental agencies, each local governmental agency should determine whether this contract is consistent with its procurement policies and regulations.
• Local governmental agencies shall have the same rights and privileges as State departments under the terms of this contract. Any local governmental agencies desiring to participate shall be required to adhere to the same responsibilities as do State departments and have no authority to amend, modify or change any condition of the contract.
• A DGS issued billing code is not required for local governmental agencies to place orders against this contract.

C. Unless otherwise specified within this document, the term “ordering agencies” will refer to all State departments and/or local governmental agencies eligible to utilize this contract. Ordering and/or usage instructions exclusive to State departments or local governmental agencies shall be identified within each article.

DGS ADMINISTRATIVE FEES
A. State Departments
The DGS will bill each State department an administrative fee for use of this statewide contract. The administrative fee should NOT be included in the order total, nor remitted before an invoice is received from DGS.

Current fees are available online in the Price Book & Directory of Services (https://www.dgs.ca.gov/OFS/Price-Book) (go to Price Book Download and click on Purchasing under Procurement Division).

B. Local Governmental Agencies
For all local government agency transactions issued against the contract, the Contractor is required to remit the DGS-PD an Incentive Fee of an amount equal to

1.25 percent of the total purchase order amount excluding taxes and freight. This Incentive Fee shall not be included in the local governmental agency’s purchase price, nor invoiced or charged to the local governmental agency. All prices quoted to local governmental agencies shall reflect State contract pricing, including any and all applicable discounts, and shall include no other add-on fees.

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 7 ends

SB/DVBE OFF-RAMP PROVISION
There is no SB/DVBE off ramp associated with this contract.

EXEMPT PURCHASES
There are no exempt purchases associated with this contract.

PROBLEM RESOLUTION/SUPPLIER PERFORMANCE
Ordering agencies and/or Contractor shall inform the State Contract Administrator of any technical or contractual difficulties encountered during contract performance in a timely manner. This includes and is not limited to informal disputes, supplier performance, outstanding deliveries, etc. The ordering agency should include all relevant information and/or documentation (e.g., purchase documents).

CONTRACT ITEMS
All available line items and associated pricing is listed on Attachment A, Contract Pricing.

SPECIFICATIONS
All products listed on Attachment A, Contract Pricing, conform to the following specifications as appropriate:

Attachment B – Product Specification: Paint, Rapid Dry Waterborne Traffic Line, White, Yellow, and Black, Specification Number PTWB-01R2, revised August 2019.

Attachment C – Product Specification: Sprayable Thermoplastic Traffic Striping Material, White and Lead Free Yellow, Specification number PTH-02SPRAY, revised January 2022.

Attachment D – Product Specification: Thermoplastic Traffic Striping Material, Alkyd Resin Binder, White and Lead-Free Yellow Specification number PTH-02ALKYD, revised January 2022.

Federal Specification (Type III), Paint, Traffic and Airfield Marking, Waterborne, revised February 2020. Contractor must obtain this specification directly from https://www.techstreet.com/standards/fed-tt-p-1952f-notice-1-validation- 1?product_id=2106122.

Attachment E – Miscellaneous Requirement for Federal Specification (Type III) TT-P 1952F, revised January 2022.

Attachment F – Authorized Materials List for Low-Temperature Waterborne Traffic Paints, Revised November 2016.

Attachment G – Miscellaneous Requirements for Low-Temperature Waterborne Traffic Paints, revised January 2022.

Attachment H – Bulk Container Specification, dated September 1991.

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 8 ends

CUSTOMER SERVICE
Contractor will provide office and personnel resources for responding to requests, including telephone and email coverage weekdays during the hours of 8:00 AM through 5:00 PM (PT).

Contractor will provide a Contract Manager to act as a contact for all contract-related issues.

Contact Phone Email
Sherry Murr (336) 308-3807 [email protected]

The Contractor will have a customer service unit that is dedicated to this contract. The customer service unit provides office and personnel resources for responding to inquiries, including telephone and email coverage weekdays during the hours of 8:00 a.m. - 5:00 p.m., PT.

The customer service unit shall be staffed with individuals that:
• Are trained in the requirements of this contract;
• Have the authority to take administrative action to correct problems that may occur The Contractor’s customer service unit shall respond to all customer inquiries within one (1) business day of initial contact.

Contact Phone Email
Sherry Murr (336) 308-3807 [email protected]

PRODUCT SUBSTITUTIONS
Product substitution shall be in accordance with the General Provisions (rev 06/08/10), Article 16 entitled “Substitutions”.

PRICE DECLINES
The Contractor shall immediately notify the State Contract Administrator of all manufacturer’s price declines and ordering agencies shall receive full benefit of such declines, effective on the date of manufacturer’s public announcement.

PURCHASE EXECUTION
A. State Departments
1) Std. 65 Purchase Documents

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 9 ends

State departments not transacting in FI$CAL must use the Purchasing Authority Purchase Order (Std. 65) for purchase execution. An electronic version of the Std. 65 is available at the Office of State Publishing web site (https://www.dgsapps.dgs.ca.gov/osp/StatewideFormsWeb/Forms.aspx) (select STD Forms).

All Purchasing Authority Purchase Orders (Std. 65) must contain the following:
• Agency Order Number (Purchase Order Number)
• Ordering Agency Name
• Agency Billing Code
• Purchasing Authority Number
• Leveraged Procurement Number (Contract Number)
• Supplier Information (Contact Name, Address, Phone Number, Fax Number, E-mail)
• Line Item number
• Quantity
• Unit of Measure
• Commodity Code Number
• Product Description
• Unit Price
• Extension Price

2) FI$CAL Purchase Documents
State departments transacting in FI$CAL will follow the FI$CAL procurement and contracting procedures.
3) Blanket Orders
The use of blanket purchase orders against this statewide contract is not allowed.

B. Local Governmental Agencies
Local governmental agencies may use their own purchase document for purchase execution. The purchase documents must include the same data elements as listed above (Exception: Purchasing Authority Number and Billing Code which are used by State departments only).

MINIMUM ORDER
Thermoplastic Striping: The minimum order shall be twenty (20) tons.

Waterborne Traffic Paint: The minimum order shall be one (1) pallet of four (4) fifty-five (55) gallon drums or five (5) bulk totes.

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 10 ends

Low-Temperature Waterborne Traffic Paint: The minimum order shall be one (1) pallet of four (4) fifty-five (55) gallon drums or five (5) bulk totes.

Single pails may be ordered at the Contractor’s discretion. The Contractor may choose to accept orders less than the minimum order at their discretion.

ORDERING PROCEDURE
Ordering agencies are to submit appropriate purchase documents directly to the Contractor via one of the following ordering methods:
• U.S. Mail
• Facsimile
• Email
The Contractor’s Order Placement Information is as follows:

ORDER PLACEMENT INFORMATION
U.S. Mail:

Ennis Flint, Inc.
4161 Piedmont Parkway
Greensboro, NC 27410
Facsimile:
(336) 218-6746
Email:

[email protected]
When using any of the ordering methods specified above, all State departments must conform to proper State procedures.

ORDER ACCEPTANCE
The Contractor shall accept orders from any ordering agency. The Contractor shall not accept purchase documents for this contract that:
• Are incomplete
• Contain non-contract items
• Contain non-contract terms and conditions
The Contractor must not refuse to accept orders from any ordering agency for any other reason without written authorization from the State Contract Administrator.

ORDER RECEIPT CONFIRMATION
The Contractor will provide ordering agencies with an email or facsimile order receipt confirmation within two (2) business days of receipt of purchase document. The Order Receipt Confirmation shall include the following information:

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 11 ends

• Ordering agency name
• Agency order number (purchase order number)
• Purchase order total cost
• Anticipated delivery date

DELIVERY SCHEDULES
Delivery for orders placed against the contract resulting from this solicitation shall be in accordance with the following:

A. Locations
Deliveries are to be made statewide to the location specified on the individual purchase order, which may include, but not limited to inside buildings, high-rise office buildings, and receiving docks.

B. Schedule
Delivery of ordered product shall be completed in full within forty-five (45) calendar days after receipt of an order (ARO) unless otherwise agreed to by the ordering agency. The forty-five (45) calendar day delivery requirement includes any required sample testing and approval process as noted in the specifications. Since receiving hours for each ordering agency will vary by facility, it will be the Contractor’s responsibility to check with each facility for their specific delivery hours before delivery occurs. The Contractor must notify the ordering agency within twelve (12) hours of scheduled delivery time, if delivery cannot be made within the time frame specified on the Order Confirmation.

Contractor is requested to make deliveries in Los Angeles County, Orange County, San Bernardino Metropolitan Area, and San Diego Metropolitan Area during off-peak hours. Off-peak hours are Monday through Friday, 10:00 AM to 4:00 PM.

C. Security Requirements
Deliveries may be made to locations inside secure grounds that require prior clearances or special entry procedures for delivery drivers.

Security procedures may vary from facility to facility. The Contractor will be responsible for contacting the secure location for security procedures, hours of operation for deliveries and service, dress code, and other rules of delivery.

Deliveries that are delayed due to drivers not being cleared to enter secure grounds may be cause for contract default.

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 12 ends

D. Liquidated Damages
For paint that is tested, liquidated damages shall be assessed if complete orders are not delivered within fifteen (15) calendar days from notice of approval from the Caltrans Testing Laboratory.

Unless the delay is authorized in writing by the ordering agency, late delivery charges will be assessed. The Contractor shall pay the ordering agency late delivery charges of $250.00 per calendar day for each day the complete order is not delivered starting on the sixteenth (16th) business day from notice of approval from the Caltrans Testing Laboratory until such time that the product is delivered or until the date after which the delivery will no longer be accepted, as specified in writing by the ordering agency, whichever occurs first.

In no case, shall the total late delivery charge assessed against the Contractor exceed 50 percent of the total value of the order in question. The ordering agency reserves the right to deduct the total late delivery charges from any amount due or that may become due to the Contractor.

FREE ON BOARD (F.O.B.) DESTINATION
All prices are F.O.B. destination; freight prepaid by the Contractor, to the ordering agency’s receiving point. Responsibility and liability for loss or damage for all orders will remain with the Contractor until final inspection and acceptance, when all responsibility will pass to the ordering agency, except the responsibility for latent defects, fraud, and the warranty obligations.

PALLETS
All shipments must comply with Non-IT General Provisions (rev 11/19/2021), Paragraph 12 entitled “Packing and Shipment.”).

Unless otherwise specified on the ordering agency’s purchase order document, standard commercially available pallet sizes should be used. All pallets shall be of sturdy construction and adequate condition to assure delivery of the goods without damage to the goods or safety hazards.

Exchange pallets may be available; however, the State assumes no responsibility for the availability to exchange pallets. Delivery drivers shall not remove more pallets from the location than delivering at time of delivery.

SHIPPED ORDERS
All shipments shall be in accordance with the General Provisions, Article 12 entitled “Packing and Shipment”.

Page 202 of 665 ends

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 13 ends

PACKING SLIP
Packing slip requirements shall be in accordance with the General Provisions, Article 12 entitled “Packing and Shipment”.

PACKING LABEL
Packing label requirements shall be in accordance with the General Provisions, Article 12 entitled “Packing and Shipment”.

SAFETY DATA SHEET
The Contractor shall provide a Safety Data Sheet for product(s) subject to Title 8 of the California Code of Regulations, Section 5194, Hazard Communication. The Safety Data Sheet is to be prepared and delivered in accordance with this Section.

INSPECTION AND ACCEPTANCE
In accordance with the General Provisions, unless otherwise noted in the ordering agency’s SOW, rejection of deliverables must be processed within thirty (30) days of delivery or it shall be deemed as accepted by the State.

CONTRACT ADMINISTRATION
Both the State and the Contractor have assigned contract administrators as the single points of contact for problem resolution and related contract issues.

Administrator
Information DGS-PD Ennis Flint, Inc.

Contact
Name:

Amanda Lewis Sherry Murr
Telephone: (279) 946-7876 (336) 308-3807
Facsimile: NA (336) 218-6746
Email: [email protected] [email protected]
Address: DGS/Procurement Division
Attn: AMANDA LEWIS
707 Third Street, 2nd Floor, MS
201
West Sacramento, CA 95605
Ennis Flint, Inc.

Attn: SHERRY MURR
4161 Piedmont Parkway
Greensboro, NC 27410

RANDOM SAMPLE COMPLIANCE REVIEW
The State has the option of randomly sampling offered products during the contract term from any order to ensure compliance to contract requirements. Any products failing random sample review will be replaced by the Contractor free of charge and re-evaluated by the State. The State has the option of removing listed line items that fail random

Page 203 of 665 ends

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 14 ends

sample compliance review. Notice may be made by phone or email. Failure to submit requested information may be considered a breach of contract and subject the Contractor to Non-IT General Provisions (rev 11/19/2021), paragraph 26 entitled “Rights and Remedies of State for Default”.

RECALL PROCEDURES
The Contractor shall provide recall notification, regardless of level, in writing to the State Contract Administrator and each ordering agency through the most expedient method possible. The notices, at a minimum, shall include a complete product description and/or identification, contract number, delivery order number and disposition instructions. The Contractor shall issue replacement of product or credit for any product removed or recalled. Each ordering agency shall have the option of accepting either replacement product or credit in exchange for recalled/removed products.

INVOICING
Ordering agencies may require separate invoicing, as specified by each ordering agency.

Invoices will contain the following information:

• Contractor’s name, address and telephone number
• Leveraged Procurement Agreement Number (Contract Number) • Agency order number (purchase order number)
• Item and commodity code number
• Quantity purchased
• Contract price and extension
• State sales and/or use tax
• Prompt payment discounts/cash discounts, if applicable • Totals for each order

PAYMENT
A. Terms
Payment terms for this contract are net forty-five (45) days. Payment will be made in accordance with the provisions of the California Prompt Payment Act, Government Code Section 927, et seq. Unless expressly exempted by statute, the Act requires State departments to pay properly submitted, undisputed invoices not more than forty- five (45) days after the date of acceptance of goods, performance of services, or receipt of an undisputed invoice, whichever is later.

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 15 ends

B. CAL-Card Use
State departments may use the CAL-Card for the payment of invoices. Use of the CAL-Card requires the execution of a Purchasing Authority Purchase Order (Std. 65) in accordance with Article 16, Purchase Execution and must include all required documentation applicable to the purchase.

The CAL-Card is a payment mechanism, not a procurement approach and, therefore, does not relieve State departments from adhering to all procurement laws, regulations, policies, procedures, and best practices, including those discussed in the State Contracting Manual (SCM) Volume 2. This includes but is not limited to the application of all sales and use tax laws, rules and policies as applicable to the purchase.

C. Payee Data Record
Each State department’s accounting office must have a copy of the Contractor’s Payee Data Record (Std. 204) in order to process payments. State departments should forward a copy of the Std. 204 to their accounting offices. Without the Std. 204, payment may be unnecessarily delayed. State departments should contact the Contractor for copies of the Payee Data Record.

CAL-CARD INVOICING
All CAL-Card invoices are to be processed separately from other payment methods and include the elements identified in Article 37, Invoicing. CAL-Card invoices shall be submitted to the CAL-Card account holder. The total invoice amount for each CAL-Card order must reflect a zero (0) balance due or credit, if applicable, and state “paid by CAL- Card”.

This website contains additional information regarding DGS-PD’s CAL-Card program (https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List- Folder/Enroll-in-CAL-Card-Program-for-Government-Entities).

CALIFORNIA SELLER’S PERMIT
The California seller permit number for the Contractor is listed below. Ordering Agencies can verify that permits are currently valid at the following website: www.cdtfa.ca.gov.

State departments must adhere to the file documentation identified in the State Contracting Manual Volume 2.

Contractor Name Seller Permit #
Ennis Flint, Inc. 097534784

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

PROCUREMENT DIVISION
Thermoplastic Traffic Striping Material and Paint,
Rapid Dry Waterborne (Mandatory) 1-22-80-03
Contract User Instructions

Page 16 ends

RECYCLED CONTENT
State departments are required to report purchases in many product categories. The Postconsumer-Content Certification Form for the Contractor is attached (Attachment I).

SB/DVBE PARTICIPATION
There is no Small Business (SB) or Disabled Veteran Business Enterprise (DVBE) participation for this contract.

END-OF-LIFE-MANAGEMENT
This contract includes a take-back program. The take-back program requires the Contractor to take back end-of-life products sold under the contract for proper disposal consistent with environmental laws and regulations. Proper disposal may include reusing, recycling, remanufacturing, repurposing, and/or composting. The take-back program shall be offered at no cost to the State and includes all transportation costs, labor, recycling, and waste management. Please see Attachment J – Take Back Program for the take-back program information.

The State and/or local agency shall notify the Contractor when product needs collection.

Collection shall occur within thirty (30) calendar days of the agency’s notification. The Contractor shall collect paint, totes, barrels, and/or containers from any delivery location.

ATTACHMENTS
Attachment A – Contract Pricing
Attachment B –Specification Number PTWB-01R2, revised August 2019.

Attachment C –Specification number PTH-02SPRAY, revised January 2022.

Attachment D –Specification number PTH-02ALKYD, revised January 2022.

Attachment E – Miscellaneous Requirement for Federal Specification (Type III) TT-P 1952F, revised January 2022.

Attachment F – Authorized Materials List for Low-Temperature Waterborne Traffic Paints, Revised November 2016.

Attachment G – Miscellaneous Requirements for Low-Temperature Waterborne Traffic Paints, revised January 2022.

Attachment H – Bulk Container Specification, dated September 1991.

Attachment I – Postconsumer Content Certification Workbook Attachment J – Take Back Program
Attachment K – Caltrans District Boundaries Map

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Contact
Line Item #
(CLIN)
Commodity Description
UNSPSC
Code
(Version 11)
Manufacturer Part
Number (OEM #) Manufacturer (OEM) SKU # / Item # Item Description Unit of Measure
Quantity in
Unit of
Measure
Contract Price
Thermoplastic Traffic Striping Material, Alkyd Resin Binder, White and Lead-Free Yellow (Attachment D, Specification #PTH-02ALKYD) TP-N1 White Extruded Alkyd Resin Binder 13101723 885450 Ennis-Flint, Inc. 885450 CA Alkyd Extrude Ton 1 1,676.24$ TP-N2 White Low Viscosity Alkyd Resin Binder 13101723 885440 Ennis-Flint, Inc. 885440 CA Alkyd Low Visc. Ton 1 1,581.49$ TP-N3 Lead-Free Yellow Extruded Alkyd Resin Binder 13101723 885452 Ennis-Flint, Inc. 885452 CA Alkyd Extrude Ton 1 1,457.88$ TP-N4 Lead-Free Yellow Low Viscosity Alkyd Resin
Binder 13101723 885451 Ennis-Flint, Inc. 885451 CA Alkyd Spray Ton 1 1,507.32$ Thermoplastic Traffic Striping Material, Alkyd Resin Binder, White and Lead-Free Yellow (Attachment C, Specification #PTH-02SPRAY) TP-N5 Sprayable White Alkyd Resin 13101723 884059 Ennis-Flint, Inc. 884059 CA Alkyd Spray Ton 1 1,867.13$ TP-N6 Sprayable Lead-Free Yellow Alkyd Resin 13101723 884062 Ennis-Flint, Inc. 884062 CA Alkyd Spray Ton 1 1,640.28$ Statewide Contract 1-22-80-03 Thermoplastic Traffic Striping Material and Paint, Rapid Dry Waterborne Attachment A - Contract Pricing, Northern Ca. Thermoplastic, 3/4/2022 Contractor: Ennis Flint, Inc.

End of Sheet

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Contact
Line Item #
(CLIN)
Commodity Description
UNSPSC
Code
(Version 11)
Manufacturer Part
Number (OEM #) Manufacturer (OEM) SKU # / Item # Item Description Unit of Measure
Quantity in
Unit of
Measure
(Gallons)
Contract Price
Paint, Rapid Dry Waterborne Traffic Line, White, Yellow, and Black (Attachment B, Specification #PTWB-01R2) WB-N7 Paint, Rapid Dry Waterborne Traffic Line - White 31211502 PTWBO1WH-55RL Ennis-Flint, Inc. PTWBO1WH-55RL WB WHT CA PTWB-01 Drum 55 792.55$ WB-N8 Paint, Rapid Dry Waterborne Traffic Line - White 31211502 PTWBO1WH-5P Ennis-Flint, Inc. PTWBO1WH-5P WB WHT CA PTWB-01 Pail 1 15.41$ WB-N9 Paint, Rapid Dry Waterborne Traffic Line - White 31211502 PTWBO1WH-SRG345 Ennis-Flint, Inc. PTWBO1WH-SRG34 WB WHT CA PTWB-01 Bulk Tote 350 4,868.50$ WB-N10 Paint, Rapid Dry Waterborne Traffic Line - Yellow 31211502 PTWBO1YLF-55RL Ennis-Flint, Inc. PTWBO1YLF-55RL WB YEL CA PTWB-01 Drum 55 771.10$ WB-N11 Paint, Rapid Dry Waterborne Traffic Line - Yellow 31211502 PTWBO1YLF-5P Ennis-Flint, Inc. PTWBO1YLF-5P WB YEL CA PTWB-02 Pail 1 15.02$ WB-N12 Paint, Rapid Dry Waterborne Traffic Line - Yellow 31211502 PTWBO1YLF-SRG345 Ennis-Flint, Inc. PTWBO1YLF-SRG34 WB YEL CA PTWB-03 Bulk Tote 350 4,732.00$ WB-N13 Paint, Rapid Dry Waterborne Traffic Line - Black 31211502 PTWBO1BK-55RL Ennis-Flint, Inc. PTWBO1BK-55RL WB BKT CA PTWB-01 Drum 55 730.95$ WB-N14 Paint, Rapid Dry Waterborne Traffic Line - Black 31211502 PTWBO1BK-5P Ennis-Flint, Inc. PTWBO1BK-5P WB BKT CA PTWB-02 Pail 1 14.29$ WB-N15 Paint, Rapid Dry Waterborne Traffic Line - Black 31211502 PTWBO1BK-SRG345 Ennis-Flint, Inc. PTWBO1BK-SRG34 WB BKT CA PTWB-03 Bulk Tote 350 4,476.50$ Paint, High Build Waterborne Traffic Line (Federal Specification TT-P-1952F (Type III) and Attachment E, Miscellaneous Requirements) WB-N16 Paint, High Build Waterborne Traffic Line - White 31211502 985221-55RL Ennis-Flint, Inc. 985221-55RL WB WHT HI BUILD 1952E3 98PA21 Drum 55 860.75$ WB-N17 Paint, High Build Waterborne Traffic Line - White 31211502 985221-5P Ennis-Flint, Inc. 985221-5P WB WHT HI BUILD 1952E3 98PA21 Pail 1 16.65$ WB-N18 Paint, High Build Waterborne Traffic Line - White 31211502 985221-SRG345 Ennis-Flint, Inc. 985221-SRG345 WB WHT HI BUILD 1952E3 98PA21 Tote 350 5,302.50$ WB-N19 Paint, High Build Waterborne Traffic Line - Yellow 31211502 985222-55RL Ennis-Flint, Inc. 985222-55RL WB YEL HI BUILD 1952E3 98PA30 Drum 55 826.10$ WB-N20 Paint, High Build Waterborne Traffic Line - Yellow 31211502 985222-5P Ennis-Flint, Inc. 985222-5P WB YEL HI BUILD 1952E3 98PA30 Pail 1 15.92$ WB-N21 Paint, High Build Waterborne Traffic Line - Yellow 31211502 985222-SRG345 Ennis-Flint, Inc. 985222-SRG345 WB YEL HI BUILD 1952E3 98PA30 Tote 350 5,082.00$ WB-N22 Paint, High Build Waterborne Traffic Line - Black 31211502 985223-55RL Ennis-Flint, Inc. 985223-55RL WB BLK HI BUILD 1952E3 Drum 55 796.95$ WB-N23 Paint, High Build Waterborne Traffic Line - Black 31211502 985223-5P Ennis-Flint, Inc. 985223-5P WB BLK HI BUILD 1952E3 Pail 1 15.49$ WB-N24 Paint, High Build Waterborne Traffic Line - Black 31211502 985223-SRG345 Ennis-Flint, Inc. 985223-SRG345 WB BLK HI BUILD 1952E3 Tote 350 4,896.50$ Containers
WB-N25 Five (5) Gallon Container 31211502 CBU0040 Ennis-Flint, Inc. CBU0040 5 Gallon Pail Each 1 15.00$ WB-N26 Fifty-five (55) Gallon Container 31211502 CDR0004 Ennis-Flint, Inc. CDR0004 55 Gallon Drum Each 1 100.00$ Statewide Contract 1-22-80-03 Thermoplastic Traffic Striping Material and Paint, Rapid Dry Waterborne Attachment A - Contract Pricing, Northern Ca. Waterborne, 3/4/2022 Contractor: Ennis Flint, Inc.

End of Sheet

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End of Sheet

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Attachment C
Spec. #PTH-02SPRAY
(January 2022)
This specification cancels and supersedes specification #PTH-02SPRAY (March 2009, February 2009, February 2006, October 2002 and October 2017)

Page 1 of 7 ends

California Department of Transportation
Specification for
Sprayable Thermoplastic Traffic Striping Material,
White and Lead-Free Yellow

1.0 SCOPE

This specification covers a hot-melt, retroreflective, thermoplastic traffic marking material that is suitable for producing durable traffic stripes and pavement markings on portland cement concrete or asphalt concrete pavements. This material is heated and applied to road surfaces in a molten state using a mechanical applicator. While still hot, reflectorizing glass beads are applied to the surface of the applied thermoplastic striping material. Upon cooling to normal pavement temperatures this material shall produce durable, adherent, retroreflective traffic stripes and pavement markings that are capable of resisting deformation by traffic.

2.0 APPLICABLE SPECIFICATIONS

The following specifications, test methods and standards in effect on the opening date of the Invitation for Bid form a part of this specification where referenced.

• California Test Methods CT 423 and CT 660 (latest revision). • California Department of Transportation, Standard Specifications. • AMS-STD-595A, color 33538.
• U.S. Environmental Protection Agency (EPA), SW-846, Methods 3052 and 6010B.
• American Association of State Highway and Transportation Officials, (AASHTO) Designation: M 247.
• American Society for Testing and Materials, (ASTM) Designations; D 476, D 2794, D 3335, D 3718, D 5380, D 5381, D 6628, E 11, E 28, E 313, E 1621, E 1710, and G 154.
• Commission International de l’Eclairage (C.I.E.) 1931 Chromaticity Diagram.
• California Code of Regulations: Title 22.

3.0 REQUIREMENTS

3.1 Composition:

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Spec. #PTH-02SPRAY
(January 2022)

Page 2 of 7 ends

The thermoplastic material shall be composed of 100% solids. The binder shall consist of hydrocarbon or alkyd thermoplastic resins which are homogeneously blended together with all necessary prime pigments, fillers, glass beads and additives to produce a traffic striping material that meets the requirements as specified herein. The type of resin binder (alkyd or hydrocarbon) may be specified in the purchase order. All thermoplastic material shall be free from; lead, chromium, cadmium, barium and other toxic metals.

3.1.1 White Material:

White thermoplastic shall contain a minimum of 10% (by
weight) titanium dioxide pigment meeting ASTM D476 Type II (Rutile). The titanium dioxide content will be determined using ASTM Designations; D 5380 and E 1621. White
thermoplastic must meet the Retroreflectivity requirement when applied with drop-on glass beads.

3.1.2 Lead-Free Yellow Material:

Lead-Free (L/F) yellow thermoplastic shall contain proper amounts of C.I. Pigment Yellow 83 (opaque version) and
titanium dioxide (Rutile) to produce a yellow material that has a weather-fast and heat stable yellow color which meets the; Yellow Color, Reflectance, Color Stability (Accelerated Weathering) and Retroreflectivity requirements as stated herein. Other pigments may be added to achieve these
color requirements. The L/F yellow thermoplastic material shall appear yellow during both daytime and nighttime
conditions when applied with drop-on beads.

3.1.3 Other Ingredients:

The remainder of the thermoplastic composition shall be determined by the manufacturer - within the constraints of the requirements below. It shall be the manufacturer's responsibility to produce a thermoplastic material containing the necessary plasticizers, antioxidants, and other additives so that the thermoplastic will retain its color, viscosity and all other properties as specified herein. In addition to being essentially lead and chromium free, the thermoplastic shall not contain any hazardous materials at levels that would cause the thermoplastic to be classified as a hazardous

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Spec. #PTH-02SPRAY
(January 2022)

Page 3 of 7 ends

waste under Title 22, Division 4, section 66261.20 of the California Code of Regulations.

3.2 Form:

The thermoplastic material shall be supplied in either block or granular form as requested in the purchase order.

3.3 Application Type/Viscosity:

The thermoplastic material shall be suitable for air-atomized spray application at temperatures between 350 F and 400 F. The viscosity of the molten material at these temperatures shall be suitable for applying thermoplastic traffic stripes that are 40 mils thick.

3.4 Characteristics of the Finished Thermoplastic:

Use CT 423 unless otherwise specified.

Section
Number Material White
L/F
Yellow

3.4.1 Glass Bead Content, intermixed,
Percent by weight.
30-35 30-35
Glass beads shall meet AASHTO Designation: M 247 Type
I, except the glass beads shall not contain more than
200 ppm (total) arsenic, 200 ppm (total) antimony, nor
more than 200 ppm (total) lead, when tested according
to EPA Methods 3052 and 6010B. Other suitable x-ray
fluorescence spectrometry analysis methods may be
used to screen samples of glass beads for arsenic,
antimony and lead content.

3.4.2 Binder Content, percent by weight,
minimum

25 25

3.4.3 Inert Fillers, insoluble in hydrochloric
acid, percent passing a sieve with
openings of 150m, percent by weight,
minimum, ATSM Designation: E-11.

100 100

3.4.4 Titanium Dioxide (Rutile) Pigment
meeting ASTM Designation D476 Type II.

Analyze titanium dioxide content using
10 ---

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Spec. #PTH-02SPRAY
(January 2022)

Page 4 of 7 ends

Section
Number Material White
L/F
Yellow
ASTM Designation: D 5380 and E 1621
percent by weight, minimum.

3.4.5 Specific Gravity, maximum.

2.10 2.10

3.4.6 Ring and Ball Softening Point, ATSM
Designation: E 28.

90-
121°C
90-
121°C

3.4.7 Perform the remaining tests on the material after 4 hours heating with stirring at 375°F. This 4-hour period includes time required (~1 hour) for melting and temperature
stabilization of the 6 kg sample.

3.4.7.1 Tensile Bond Strength to an unprimed
abrasive blasted Portland cement
concrete brick, 60 mils thick film drawn
down at 375°F, tested at 25+2°C, MPa,
minimum

1.24 MPa

3.4.7.2 Brookfield Thermosel Viscosity, Spindle
SC4-27, 20 rpm at 191°C, Poise

≤20 ≤20

3.4.7.3 Daylight Luminous Reflectance. Use a
BYK-Gardner “Color-Guide”
spectrophotometer. Follow the
manufacturer’s instructions to obtain the
reflectance or “Y value”.

80 min
47-60

3.4.7.4 Yellow Color, shall match AMS-STD-595,
color 33538 and shall lie within the
following chromaticity limits “colorbox”
defined by plotting the following four
(x,y) pairs on a C.I.E 1931 Chromaticity
diagram;
(x1, y1)=(0.5125, 0.4866)
(x2, y2)=(0.4450, 0.4300)
(x3, y3) = (0.4600, 0.4150)
(x4, y4) = (0.5348, 0.4646)
Reflectance(Y) shall be between 47
and 60.
--- Pass

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Spec. #PTH-02SPRAY
(January 2022)

Page 5 of 7 ends

Section
Number Material White
L/F
Yellow
Use a BYK-Gardner “Color-Guide”
Spectrophotometer to measure the
color. Follow the manufacturer’s
instructions to obtain the (x, y)
chromaticity coordinates.

3.4.7.5 Yellowness Index, maximum 8 ----
Use a BYK-Gardner “Color-Guide” Spectrophotometer to
measure the Yellowness Index of the white thermoplastic using the ASTM Designation: E313 mode.

3.4.7.6 Color Stability after Accelerated Weathering, ASTM Designation: G 154, Table X2.1, Cycle 1; UVA-340 lamp,

0.89 W/(m2*nm) typical irradiance, 340 nm approximate
wavelength, four hours condensation at 40°C, four hours UV exposure at 60°C. 500 hours total exposure time.

Prepare sample by dipping a sheet aluminum panel into
the molten thermoplastic and removing it to obtain a 40 to 80 mils coating thickness of thermoplastic on the
panel. Place the panel in the weathering apparatus for 500 hrs. After accelerated weathering, measure the
Yellow Color or Yellowness Index as in section 3.4.7.4 or

3.4.7.5 above. Material must meet the color stability
requirements below after this exposure.

White - Yellowness Index, maximum 20 ---
Yellow - Measured chromaticity
coordinates must fall within a
“colorbox” defined by plotting the
following four (x, y) pairs on a C.I.E. 1931
Chromaticity diagram. See attached
Yellow Color graph.
(x1, y1) = (0.5125, 0.4866)
(x2, y2) = (0.4450, 0.4300)
(x3, y3) = (0.4600, 0.4150)
(x4, y4) = (0.5348, 0.4646)

--- Pass

3.4.7.7 Hardness, Type A Needle-type
Durometer

20-65 20-60

3.4.7.8 Lead, mg/kg in thermoplastic,
maximum, ASTM D3335
20 20

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Spec. #PTH-02SPRAY
(January 2022)

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Section
Number Material White
L/F
Yellow

3.4.7.9 Chromium, mg/kg in thermoplastic,
maximum, ASTM D3718
5 5

3.4.7.10 Initial retroflectivity of applied
thermoplastic striping (with beads),
mcd•m-2•lx-1, minimum
250 125
The thermoplastic shall produce delineation and
pavement markings that have the required minimum
level of retroreflectivity when applied with drop-on
beads. Drop-on glass beads shall be uniformly applied
at a minimum rate of 4-kg of beads per 10 square
meters of thermoplastic. The retroreflectivity shall be measured as specified in ASTM E 1710.

3.4.7.11 Color after Application
The daytime color of the applied white and yellow
thermoplastic traffic stripes and pavement markings
(with drop-on beads) shall meet the color requirements
in section 3.4.7.6 (Color Stability after Accelerated
Weathering). The color shall be measured within 60 days of application using a portable BYK-Gardner “Color-
Guide” Spectrophotometer (see sections 3.4.7.4 and

3.4.7.5).

3.5 Manufacturer Quality Assurance Program:

3.5.1 CTB Certificate of Compliance Program:

Follow the Chemical Testing Branch Certificate of
Compliance (COC) Program.

3.6 Other Requirements:

3.6.1 Melting and Applicability:

Bags of thermoplastic shall not harden during shipment and storage to the point where the material must be broken-up with tools before loading into the melter. When heated, the thermoplastic material shall completely melt to a
homogeneous fluid with satisfactory application qualities and shall be free of debris. The molten thermoplastic material shall be readily applied at temperatures between
350F and 400F. Upon application to the pavement, the

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Spec. #PTH-02SPRAY
(January 2022)

Page 7 of 7 ends

thermoplastic material shall be sufficiently tack-free to carry traffic; in not more than 2 minutes when the pavement
surface temperature is 60F, and in not more than 10 minutes when the pavement surface temperature is 130F.

3.6.2 Workmanship:

The materials’ ingredients (resins, pigments, glass beads, fillers and additives) shall be homogeneously blended. The finished product shall be uniform from bag to bag. The melted
thermoplastic material shall have no indications of resin separation or incompatibility of resins when melted or after cooling. The material shall be free from all; dirt, water, foreign matter, and other deleterious substances capable of
clogging; screens, valves, pumps and other striping
apparatus. The thermoplastic material shall be of such composition that it will not bleed, stain, or discolor when applied to pavements.

3.6.3 Shelf Life:

The material shall maintain the requirements of this
specification for a minimum period of one (1) year from the date of manufacture. Any materials failing to do so shall be replaced at the expense of the manufacturer. Ordered
thermoplastic shall be no more than 120 days old (based on date of manufacture) upon delivery to a Department of
Transportation Maintenance facility. The date of
manufacture shall be clearly marked on each bag of
thermoplastic.

3.6.4 Air Pollution Compliance:

This material shall comply with all applicable air pollution control rules and regulations. The thermoplastic material shall not emit fumes that are toxic or injurious to persons or property when it is heated to application temperature. The material shall not emit excessive smoke during heating or application.

For questions, please contact Caltrans, Division of Engineering Services, Materials and Engineering Testing Services, Chemical Laboratory branch by e-mail sent to <[email protected]>.

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11.K.

AGENDA

STAFF REPORT

MEETING DATE: 7/18/2023 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval of the Final Map, Subdivision Agreement and acceptance of Easements for Tract No. 928, Unit No. IV (Fargo Avenue, Centennial Drive & Sangiovese Street)

RECOMMENDATION:

1. That the City Council, by motion, approve the Final Map and Subdivision Agreement for Tract No. 928, Unit No. 4, and accept all easements and dedications offered for public use on said map.

2. Accept the Landscape Assessment District (LAD) Engineer’s Report, and approve Resolution #22- 24-R to restructure LAD #21-01.

BACKGROUND:

The final subdivision map for Tract No. 928, Unit No. 4, a 54-lot subdivision located as shown on the attached map, has been checked and approved by staff. The developers of Tract No. 928, Unit No. 4, are Presidio JJR Bella Vista II 150, A Delaware Limited Liability Company, and Presidio JJR Bonterra II 160, A Delaware Limited Liability Company. All required fees have been paid, and proper improvement security for all required subdivision improvements has been posted in accordance with the attached Subdivision Agreement, which has been reviewed and approved by the Public Works Engineering Department and signed by the developer.

The tract conditions of approval require the lots of the subdivision to be included within LAD #21-01, for purposes of funding maintenance of neighborhood park improvements and landscape, irrigation, and decorative block wall improvements along Fargo Avenue, Centennial Drive and Sangiovese Street. LAD Restructure No. 21-01-C encompasses Units I through IV of Tentative Tract No. 928, was approved by the City Council on May 4, 2021, with the adoption of City Council Resolution No. 21-16-R. Proposed LAD Restructure No. 22-24-R will combine an additional 54 new subdivision lots of Tract 928 Unit IV with 187 existing lots already included in the District, resulting in a total of 242 lots within the District. The restructuring of LAD 21-01 to include Unit IV of Tract No. 928 will not result in an increase of landscape assessments to existing homeowners within the District.

FISCAL IMPACT:

The right of way dedications and easements are offered at no cost to the city, and all subdivision improvements will be constructed at the developer’s expense.

No impact to the budget will result from approval of the Resolution to restructure Landscape Assessment District No. 21-01.

ATTACHMENTS:

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1. Tract 928-4 SDA

2. Tract 928-4 Final Map

3. Tract 928-4 LAD Legal Descriptions

4. Tract 928-4 LAD Engineer Report

5. TR 928-4 Resolution 22-24-R

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609 N. IRWIN ST.HANFORD, CA. 93230PH. (559) 582-1056FILE NO. 220196SHEET ONE OF SIX SHEETS CITY OF HANFORD, COUNTY OF KINGSSTATE OF CALIFORNIACOUNTY TRACT No. 928UNIT IV

VICINITY MAPNOT TO SCALE
N. 1/4 COR. OFSEC. 22-18/21
CENTER QTR. COR.OF SEC. 22-18/21E. 1/4 COR. OFSEC. 22-18/21 NE. COR. OFSEC. 22-18/21FARGO AVENUE
12TH AVENUECENTENNIAL DRIVE
ENGINEER'S STATEMENTTHIS MAP CONSISTING OF SIX SHEETS WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASEDUPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACTAND LOCAL ORDINANCE AT THE REQUEST OF JIM ROBINSON OF SAN JOAQUIN VALLEY HOMES IN THEMONTHS OF MAY 2022 THROUGH OCTOBER 2022 . I HEREBY STATE THAT THIS MAP SUBSTANTIALLYCONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.DATED THIS DAY OF , 20 .JOHN A. ZUMWALT, R.C.E. 21489ACTING CITY SURVEYORI, JOHN B. HARDIN, HEREBY STATE THAT I HAVE CAREFULLY EXAMINED THE ANNEXED MAP,THAT I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT, AND IN ACCORDANCEWITH SECTIONS 66425 THROUGH 66450, INCLUSIVE, OF THE GOVERNMENT CODE.DATED THIS DAY OF , 20.JOHN B. HARDIN, R.C.E. 21753ACTING FOR THE CITY OF HANFORD TAX COLLECTOR'S STATEMENTTHIS IS TO CERTIFY THAT THE PROVISIONS OF ARTICLE 8 OF CHAPTER 4 OF THEGOVERNMENT CODE HAVE BEEN COMPLIED WITH REGARDING DEPOSITS.DATE:JAMES P. ERB, CPA; DIRECTOR OF FINANCEBY:

CITY CLERK'S CERTIFICATEI HEREBY STATE THAT AT A REGULAR MEETING OF THE HANFORD CITY COUNCIL HELD ON THE ,DAY OF , 20 , AN ORDER WAS DULY AND REGULARLY MADE AND ENTEREDAPPROVING THIS MAP AND SUBDIVISION AND ACCEPTING, SUBJECT TO IMPROVEMENT, ON BEHALF OFTHE GENERAL PUBLIC, THE STREETS, EASEMENTS, AS INCLUDED WITHIN THE BOUNDARIES OF THESUBDIVISION SHOWN UPON THIS MAP.DATED THIS DAY OF , 20 .NATALIE CORRAL, CITY CLERK PLANNING COMMISSION CERTIFICATEAPPROVED BY THE HANFORD PLANNING COMMISSION IN ACCORDANCE WITH THE REQUIREMENTS OFLAW IN DULY AUTHORIZED MEETING HELD , 20 .DATED THIS DAY OF , 20 .JASON WATERS, COMMUNITY DEVELOPMENT DIRECTORRECORDER'S CERTIFICATEFEE BOOK NO. FEE PAID RECORDED AT THE REQUEST OF ZUMWALT-HANSEN & ASSOCIATES, INC. ON THIS DAYOF , 20 , AT MINUTES PAST O'CLOCK IN VOLUME OF LICENSED SURVEYORS' PLATS, AT PAGE , KINGS COUNTY RECORDS.KRISTINE LEE, KINGS COUNTY RECORDERBY: DEPUTY CITY ENGINEER'S STATEMENTI, LISA DOCK. HEREBY STATE THAT I HAVE CAREFULLY EXAMINED THE ANNEXED MAP, THAT THESUBDIVISION AS SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP, ANDANY APPROVED ALTERATIONS THEREOF AND THAT ALL PROVISIONS OF ANY LOCAL ORDINANCES ANDSECTIONS 66425 THROUGH 66450 OF THE GOVERNMENT CODE APPLICABLE AT THE TIME OF APPROVAL OFTHE TENTATIVE MAP HAVE BEEN COMPLIED WITH.DATED THIS DAY OF 20 .LISA DOCK, CITY ENGINEER R.C.E. 68224 ZUMWALTHANSENINC.CompanyA
NOTICE OF ABANDONMENTAN EXISTING EASEMENT TO THE CITY OF HANFORD PER DOCUMENT RECORDED ONJUNE 22, 2022, AS DOCUMENT # 2211925 OF OFFICIAL RECORDS IN THE OFFICE OF THEKINGS COUNTY RECORDER'S OFFICE WAS OMITTED FROM THIS MAP AND THEREFOREABANDONED PER PROVISIONS OF SECTION 66434(g) OF THE GOVERNMENT CODE Per section 66436 (a)(3)(B) of the Government code, signatures were omitted for an easement for anirrigation pipeline recorded in Book 1167 at Page 155 of Official Records in the office of the Kings CountyRecorder. The pipeline referred to in the document no longer exists which would have benefited a propertywhich no longer uses ditch water. The former location of the pipeline cannot be determined.

Page 250 of 665 ends

609 N. IRWIN ST.HANFORD, CA. 93230PH. (559) 582-1056FILE NO. 220196SHEET TWO OF SIX SHEETS CITY OF HANFORD, COUNTY OF KINGSSTATE OF CALIFORNIACOUNTY TRACT No. 928UNIT IVOWNER'S STATEMENTWE, THE UNDERSIGNED, DO HEREBY STATE THAT WE ARE THE OWNERS OF OR HAVE SOME RIGHT, TITLE, ORINTEREST IN AND TO THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN UPON THIS MAP AND THATWE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID PROPERTY AND THATWE CONSENT TO THE MAKING OF SAID MAP AND SUBDIVISION AS SHOWN ON THIS MAP AND DO HEREBY DEDICATEIN FEE TO PUBLIC USE ALL OF THE STREETS. WE ALSO DEDICATE THOSE EASEMENTS SHOWN HEREON FOR PUBLICUTILITIES, LANDSCAPE AND SIDEWALKS.PRESIDIO JJR BELLA VISTA II 150, LLC, A DELAWARE LIMITED LIABILITY COMPANYBY: JJR MANAGEMENT SERVICES, INC. A CALIFORNIA CORPORATION, ITS OPERATING MANAGERJOSEPH A. LEAL, PRESIDENTPRESIDIO JJR BONTERRA II 160, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS FEE TITLE OWNERSBY:JJR MANAGEMENT SERVICES, INC. A CALIFORNIA CORPORATION, ITS OPERATING MANAGERJOSEPH A. LEAL, PRESIDENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OFTHE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THETRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.STATE OF CALIFORNIACOUNTY OF ON BEFORE ME, ,NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARESUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAMEIN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENTTHE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOINGPARAGRAPH IS TRUE AND CORRECT.WITNESS MY HAND AND OFFICIAL SEALSIGNATURE (PRINT NAME) MY COMMISSION NO. MY COMMISSION EXPIRES PRINCIPAL OFFICE IN COUNTY OF A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OFTHE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THETRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.STATE OF CALIFORNIACOUNTY OF ON BEFORE ME, ,NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARESUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAMEIN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENTTHE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOINGPARAGRAPH IS TRUE AND CORRECT.WITNESS MY HAND AND OFFICIAL SEALSIGNATURE (PRINT NAME) MY COMMISSION NO. MY COMMISSION EXPIRES PRINCIPAL OFFICE IN COUNTY OF ZUMWALTHANSENINC.CompanyA

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749.36'
CENTER OF SEC. 22-18/21FD A COTTON PICKER SPINDLE FLUSH, WITH BRASS TAG STAMPED RCE 21489 PER PM 19-65 K.C.R.E-1/4 COR. OF SEC. 22-18/21FD. 2" BRASS CAP INCONCRETE, FLUSH, STAMPEDL.S. 4375, PER K.C.C.R. #1723 BASIS OF BEARINGS(N89° 50' 39"E 2671.87') [S89° 50' 51"W 2672.01']N89° 50' 39"E 2671.75' [N0° 0' 09"E 2649.61'](S00° 00' 04"E 2649.70')S00° 00' 03"E 2649.62' (S89° 56' 30"W 2675.31') [N89° 56' 39"E 2675.47']S89° 56' 21"W 2675.17' 1775.65'896.09'
((S0° 04' 28"W 2645.26'))[S0° 04' 40"W 2645.11'](N00° 04' 25"E 2645.14')N00° 04' 24"E 2645.19'S89° 55' 36"E 42.00'L=31.46', R=20.00'=90°07'53"N89° 56' 31"E 646.00'L=31.37', R=20.00'=89°52'07"L1L2L3L4L5L6L7L8L9L10 467.52'
N00° 04' 24"E 449.55'
LINE TABLELINE #L1L2L3L4L5L6
LENGTH176.19'61.05'112.40'60.01'120.93'62.40'
DIRECTIONN0° 04' 24"EN5° 47' 48"EN0° 04' 24"EN89° 10' 04"EN0° 04' 24"EN15° 53' 04"E \{ LINE TABLELINE #L7L8L9L10
LENGTH108.00'8.00'130.00'77.00'
DIRECTIONN0° 04' 24"EN89° 56' 31"EN0° 04' 24"EN89° 56' 31"E\}\{\{\{\{\{ \{\{\{\{\}\}\}\}\}
\}\}\}\}609 N. IRWIN ST.HANFORD, CA. 93230PH. (559) 582-1056FILE NO. 220196SHEET THREE OF SIX SHEETS COUNTY TRACT No. 928CITY OF HANFORD, COUNTY OF KINGS,STATE OF CALIFORNIAUNIT IV

NAPA DRIVE
W. AMBASSADOR WY.

W. ESCHER DR.

W. DALI COURT
FARGO AVE.

CENTENNIAL DR.

MUSCAT PL.

CORTNER ST.

W. DALI WY.

DEVON ST.

ALICANTE DR.

LEGAL DESCRIPTIONDESIGNATED REMAINDER PARCEL, IN THE CITY OF HANFORD, COUNTY OF KINGS, STATE OF CALIFORNIA,ACCORDING TO THE MAP RECORDED DECEMBER 9, 2021 IN BOOK 21, PAGE 35 OF PARCEL MAPS IN THEOFFICE OF THE COUNTY RECORDER OF SAID COUNTY, AND THE DESIGNATED REMAINDER PARCEL, INTHE CITY OF HANFORD, COUNTY OF KINGS, STATE OF CALIFORNIA, ACCORDING TO THE MAP RECORDEDJUNE 22, 2022 IN VOLUME 27, PAGE 07 OF LICENSED SURVEYOR PLATS IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY.CONTAINING 22.84 ACRES +/- SURVEYOR'S NOTEALL CURVES ARE TANGENT UNLESS OTHERWISE NOTEDMONUMENT NOTE:SIDE AND REAR LOT CORNERS OF LOTS 188-198 & LOTS 264-280 ADJACENT TO CENTENNIAL DRIVEAND FARGO AVENUE ARE MONUMENTED BY 1/2" REBAR, 30" LONG, WITH YELLOW PLASTIC TAGMARKED R.C.E. 21489, SET 6"± DEEP, ON THE LOT LINE A DISTANCE OF 14.00' (PERPENDICULAR)FROM THE SIDE OR REAR CORNER. THE REAR LOT CORNERS OF LOTS 198-207 ADJACENT TOSANGIOVESE ARE OF THE SAME CHARACTER BUT ONLY 9' (PERPENDICULAR) FROM THE REARCORNER.SPECIAL MONUMENT NOTE:ALL FRONT CORNERS ADJACENT TO STREETS ARE MONUMENTED AS WITNESS CORNERS, SET ONTHE P.U.E. LINE AND ARE MARKED BY 1/2" REBAR, 30" LONG WITH RED PLASTIC TAG STAMPED"CONT. PT., R.C.E. 21489", AND SET 6"± DEEP, EXCEPT AS SHOWN OTHERWISE.

BASIS OF BEARINGSTHE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 22, T. 18 S., R. 21 E., M.D.B. & M.,BEARS S 89° 50' 39" W PER L.S.P. 21-53, K.C.R.

LEGENDFOUND AND ACCEPTED MONUMENT AS NOTEDFD. 1/2" REBAR WITH PLASTIC TAG STAMPED R.C.E. 21489 DN 6"±FD. 2" GALV. I.P. WITH BRASS CAP STAMPED R.C.E. 21489 IN A MONUMENTWELL, FLUSH IN PAVEMENTSET STEEL SPIKE WITH BRASS TAG, R.C.E. 21489, FLUSH IN PAVEMENTSET 2"X24" GALV. I.P. WITH BRASS CAP STAMPED R.C.E. 21489 INMONUMENT WELL, MONUMENT WELL SET FLUSH IN PAVEMENTLOT CORNERS ARE MARKED WITH 1/2" REBAR, 30" LONG, TAGGED R.C.E.21489, SET 6" DEEP, SEE SPECIAL MONUMENTATION NOTEINDICATES 6' PUBLIC UTILITY EASEMENT, EXCEPT AS NOTEDNOW OFFERED FOR DEDICATION AS PUBLIC STREETS()RECORD DATA PER L.S.P. 21-53, K.C.R.\{\{\}\}RECORD DATA PER DEED BK. 1149, PG 495, O.R.[]RECORD DATA PER P.M. 8-17, K.C.R. (OR CALCULATED THEREFROM)[[ ]]RECORD DATA PER L.S.P. 26-88 K.C.R.(())RECORD DATA PER L.S.P. 26-19, K.C.R.(1234)INDICATES STREET ADDRESSESACCESS DENIED TO CENTENNIAL DR., W. SANGIOVESE ST. AND FARGO AVE.DISTINCTIVE BORDER2' PEDESTRIAN ACCESS EASEMENTALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF2' 12TH AVENUE
N. CHATEAU WAY
W. VAN GOUGH ST.

VINE STREET
ZUMWALTHANSENINC.CompanyA
W. SANGIOVESE ST.[[ [[[[ [[ [[[[
[[ [[
[[[[ KEYNOT TO SCALE
NE COR. OF SEC. 22-18/21FD. 2" BRASS CAP IN CONCRETE,DOWN 1" STAMPED L.S. 4375,PER K.C.C.R. #3207 N-1/4 COR. OF SEC. 22-18/21FD. 2" GALV. I.P. WITH BRASSCAP STAMPED R.C.E. 21489 IN AMONUMENT WELL, FLUSH INPAVEMENT

Page 252 of 665 ends

EXISTING42' R/W
EXISTING42' R/W 157
168
169
156
N15° 53' 04"E62.40'
10' LANDSCAPEEASEMENT
7,090 S.F.250
6,481 S.F.258
6,953 S.F.251
6,480 S.F.259
7,256 S.F.2447,827 S.F.252
6,480 S.F.260
7,256 S.F.245
7,475 S.F.253 6,480 S.F.261
7,256 S.F.246
6,739 S.F.254
7,256 S.F.247
6,975 S.F.255
7,262 S.F.248
6,791 S.F.256
7,224 S.F.249
6,557 S.F.257
7,256 S.F.243
6,516 S.F.2626,646 S.F.263
8,254 S.F.270 8,182 S.F.2648,351 S.F.2659,090 S.F.2669,084 S.F.2678,379 S.F.2688,371 S.F.2697,059 S.F.274 7,855 S.F.2717,371 S.F.2727,123 S.F.273 6,805 S.F.277
10,259 S.F.27514,695 S.F.276
7,080 S.F.2797,080 S.F.278
7,498 S.F.280
7,498 S.F.18865.00'

50.05'
S00° 04' 24"W108.00'S89° 56' 31"W70.00'88.05'
C4391.45'
S00° 04' 24"W116.33'C37C38
179.49'
C44
N80° 26' 25"W60.83'
C36S00° 04' 24"W116.23'C35
S83° 23' 44"E60.39'S00° 04' 24"W119.24'C34
C45
S00° 04' 24"W115.88'
C47
S00° 04' 24"W111.21'N86° 47' 32"W60.09'
C46
C33S00° 04' 24"W120.74'C32
S89° 39' 48"E60.00'S00° 04' 24"W120.93'30.57'
C48
S00° 04' 24"W108.14'

44.97'
S00° 04' 24"W108.00'60.00'
C49

60.00'S00° 04' 24"W120.93'60.00'

60.00'S00° 04' 24"W120.93'

60.00'
S00° 04' 24"W108.00'

60.00'
S00° 04' 24"W108.00'60.00'

60.00'S00° 04' 24"W120.93'
C50S00° 04' 24"W108.03'60.00'

49.43'

60.00'S00° 04' 24"W120.93'
S00° 04' 24"W109.52'60.00'
C51
S00° 04' 24"W112.40'S89° 10' 04"W60.01'
C52S00° 04' 24"W120.93'60.00'
N89° 56' 31"E118.00'45.05'C6878.00'44.95'60.00'N89° 56' 31"E118.00'60.00'

60.00'N89° 56' 31"E118.00'

60.00'

60.00'N89° 56' 31"E109.20'C66C675.89'
120.71'

25.82'S32° 59' 06"E (R)138.68'
C65
128.39'
S00° 04' 24"W114.76'C63C64

60.00'
S00° 04' 24"W118.07'39.05'C62

60.00'
S00° 04' 24"W120.06'C613.77'

60.00'
S00° 04' 24"W126.36'C60

60.00'
S00° 04' 24"W135.06'C58C59

60.00'
S00° 04' 24"W139.24'
C57

60.00'
S00° 04' 24"W139.59'

41.20'C56

60.00'
S00° 04' 24"W139.69'

60.00'

65.00'
S00° 04' 24"W139.80'

65.00'

65.00'
S00° 04' 24"W139.83'
C5548.20'

60.00'
S00° 04' 24"W138.15'
C54

60.00'
134.19'
C53
C178.00'C2 C26 C27 C28C29 C30 C3 60.00'60.00'
S00° 04' 24"W115.85'
277.93'
S89° 56' 31"W 99.93'N89° 56' 31"E 214.40'L=133.00',R=809.00'Δ=9°25'10" L=123.13',R=749.00'Δ=9°25'10" L=133.85',R=1610.00'Δ=4°45'49" S89° 56' 31"W 322.00'L=155.81',R=756.00'Δ=11°48'32" L=155.81',R=756.00'Δ=11°48'32"N89° 56' 31"E 190.00' 30'30'
30'30'
30'30'30'30'
30'30'
30'30'30'30'
6' P.U.E.
6' P.U.E.
6' P.U.E.
6' P.U.E.
6' P.U.E.
6' P.U.E.

60.00'
N89° 56' 31"E 300.00'
C39 C40C41C42
C71 C72 C73C74C75C76C77C78
R23
R24
R26
R27
R31R32R33R34R35
R36R37R38
R39R40
R41R42R43
R45R46R47R48R44R49R51R52 R57
N44° 58' 55"W 15.00'170.94'
330.57'
214.40'214.40'
EXISTING42' R/W
EXISTING42' R/W
10' LANDSCAPEEASEMENT
10' LANDSCAPEEASEMENT 61.05'N05° 47' 48"E
N89° 50' 39"E 824.21'
345.66'2'
2'
EXISTING42' R/W896.09'
N00° 04' 24"E 176.19'
467.52'
N00° 04' 24"E 1216.88'
S89° 50' 39"W 2671.75'

14.00'
S89° 55' 36"E 42.00'
R58
C69
C70
R28
Radial Line TableLine #R24R26R27R31R32R33R34R35R36R37R38R39R40R41 BearingN03° 30' 24"EN04° 37' 30"WN05° 01' 32"WN02° 15' 54"EN07° 01' 00"ES11° 41' 23"WS07° 15' 19"WS11° 45' 03"WS00° 03' 29"EN00° 25' 39"WN02° 31' 28"WN02° 50' 39"WN00° 40' 02"WS04° 21' 33"W Line #R42R43R44R45R46R47R48R49R51R52R57R58
BearingN08° 48' 06"EN05° 28' 06"EN09° 21' 41"EN01° 26' 26"EN06° 14' 01"ES07° 54' 13"WS03° 47' 03"WN22° 44' 53"EN81° 12' 42"WS67° 16' 03"WN01° 02' 51"EN17° 21' 05"E Curve TableCurve #C32C33C34C35C36C37C38C41C42C43C44C45
Length29.44'60.21'59.99'0.84'60.83'51.43'30.22'149.63'113.10'31.37'60.05'60.40' Radius726.00'726.00'726.00'786.00'786.00'786.00'20.00'726.00'786.00'20.00'779.00'779.00' Delta2° 19' 23"4° 45' 06"4° 44' 03"0° 03' 40"4° 26' 04"3° 44' 56"86° 34' 01"11° 48' 32"8° 14' 39"89° 52' 07"4° 25' 01"4° 26' 34" Curve #C46C47C48C49C50C51C52C53C54C55C56C57
Length7.61'52.93'60.11'15.03'10.57'60.03'60.13'60.15'60.03'16.80'18.80'60.15' Radius779.00'779.00'779.00'779.00'1640.00'1640.00'1640.00'1580.00'1580.00'1580.00'719.00'719.00' Delta0° 33' 34"3° 53' 35"4° 25' 15"1° 06' 19"0° 22' 10"2° 05' 49"2° 06' 02"2° 10' 53"2° 10' 37"0° 36' 33"1° 29' 54"4° 47' 35" Curve #C58C59C60C61C62C63C64C65C66C67C68C69
Length39.25'21.35'60.32'56.26'21.27'6.59'48.64'42.09'27.50'27.86'31.37'31.46' Radius719.00'839.00'839.00'839.00'70.00'70.00'50.00'50.00'50.00'70.00'20.00'20.00' Delta3° 07' 40"1° 27' 28"4° 07' 09"3° 50' 32"17° 24' 34"5° 23' 48"55° 43' 59"48° 13' 52"31° 30' 59"22° 48' 21"89° 52' 07"90° 07' 53" Curve #C70C71C72C73C74C75C76C77C78
Length47.00'128.07'128.07'130.72'136.98'118.20'137.93'27.86'118.23' Radius30.00'779.00'779.00'1640.00'1580.00'719.00'839.00'70.00'50.00' Delta89° 46' 15"9° 25' 10"9° 25' 10"4° 34' 01"4° 58' 03"9° 25' 10"9° 25' 10"22° 48' 21"135° 28' 50" 1775.65'
609 N. IRWIN ST.HANFORD, CA. 93230PH. (559) 582-1056FILE NO. 220196 SHEET FOUR OF SIX SHEETS SURVEYOR'S NOTEALL CURVES ARE TANGENT UNLESS OTHERWISE NOTEDMONUMENT NOTE:SIDE AND REAR LOT CORNERS OF LOTS 188-198 & LOTS 264-280 ADJACENT TO CENTENNIAL DRIVEAND FARGO AVENUE ARE MONUMENTED BY 1/2" REBAR, 30" LONG, WITH YELLOW PLASTIC TAGMARKED R.C.E. 21489, SET 6"± DEEP, ON THE LOT LINE A DISTANCE OF 14.00' (PERPENDICULAR)FROM THE SIDE OR REAR CORNER. THE REAR LOT CORNERS OF LOTS 198-207 ADJACENT TOSANGIOVESE ARE OF THE SAME CHARACTER BUT ONLY 9' (PERPENDICULAR) FROM THE REARCORNER.SPECIAL MONUMENT NOTE:ALL FRONT CORNERS ADJACENT TO STREETS ARE MONUMENTED AS WITNESS CORNERS, SET ONTHE P.U.E. LINE AND ARE MARKED BY 1/2" REBAR, 30" LONG WITH RED PLASTIC TAG STAMPED"CONT. PT., R.C.E. 21489", AND SET 6"± DEEP, EXCEPT AS SHOWN OTHERWISE.

BASIS OF BEARINGSTHE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 22, T. 18 S., R. 21 E., M.D.B. & M.,BEARS S 89° 50' 39" W PER L.S.P. 21-53, K.C.R.

FARGO AVE.

W. ESCHER DR.

CENTENNIAL DR.

N. CHATEAU WAY
COUNTY TRACTCITY OF HANFORD, COUNTY OF KINGS,STATE OF CALIFORNIANo. 928 UNIT IV ZUMWALTHANSENINC.CompanyA
NE COR. OF SEC. 22-18/21FD. 2" BRASS CAP IN CONCRETE,DOWN 1" STAMPED L.S. 4375,PER K.C.C.R. #3207N-1/4 COR. OF SEC. 22-18/21FD. 2-1/2" BRASS CAP, FLUSHIN CONCRETE, FLUSH IN PAVEMENT,STAMPED L.S. 4375, PER K.C.C.R. #1724 N 00° 04' 24" E 58"W

Page 253 of 665 ends

141
N15° 53' 04"E62.40'
N00° 04' 24"E 108.00'
N00° 04' 24"E 130.00'140
7,498 S.F.188
7,080 S.F.189
7,080 S.F.190
7,080 S.F.191
7,080 S.F.192
7,080 S.F.193
8,840 S.F.212
6,480 S.F.238
7,020 S.F.231
7,020 S.F.230
8,590 S.F.234
7,020 S.F.233
7,020 S.F.2328,626 S.F.214 8,840 S.F.2108,840 S.F.2118,840 S.F.2098,395 S.F.213 8,840 S.F.208 6,480 S.F.2427,840 S.F.2356,716 S.F.2366,502 S.F.237 6,480 S.F.2406,480 S.F.2396,480 S.F.241

65.00'
C378 C36C35C34 C33C3230.57'60.00'60.00'60.00'60.00'60.00'78.00' S89° 56' 31"W118.00'45.05'C178.00'C244.95'
S89° 56' 31"W118.00'60.00'60.00'
S89° 56' 31"W118.00'60.00'60.00'
S89° 56' 31"W118.00'60.00'

60.00'
S89° 56' 31"W118.00'60.00'

60.00'
118.00'60.00'

60.00' 52.95'C2368.00'68.00'C2164.60'C19C20C18N89° 56' 31"E108.00'65.00'N89° 56' 31"E108.00'65.00'N89° 56' 31"E108.00'

65.00'

65.00'N89° 56' 31"E108.00'

65.00'

65.00'N89° 56' 31"E108.00'

54.00'11.00'

64.28'C26 C2772.78'

65.00'4.00'
S00° 04' 24"W110.84'
C17

56.00'12.00'
S00° 04' 24"W130.00'C15C16
C28C29S00° 04' 24"W115.26'
C30S00° 04' 24"W109.38'
C3113.43'S00° 04' 24"W108.00'48.00'20.00'
S00° 04' 24"W130.00'68.00'

40.00'28.00'
S00° 04' 24"W130.00'68.00'

60.00'S00° 04' 24"W108.00'

60.00'S00° 04' 24"W108.00'32.00'36.00'
S00° 04' 24"W130.00'68.00'

60.00'S00° 04' 24"W108.00'24.00'

60.00'
S00° 04' 24"W108.00'16.00'44.00'
S00° 04' 24"W130.00'68.00'

52.00'
S00° 04' 24"W130.00'68.00'
N00° 04' 24"E 897.94'620.00'
S89° 56' 31"W 322.00'L=155.81',R=756.00'Δ=11°48'32" L=155.81',R=756.00'Δ=11°48'32"N89° 56' 31"E 190.00' 30'30'
30'30'
30'30'30'30'
30'
30'
30'
2'
2'
6' P.U.E.
6' P.U.E.
6' P.U.E.6' P.U.E.R5
L=215.65'R=50.00'Δ=247°06'53" C22

69.00'68.00'68.00'68.00'68.00'68.00'68.00'

60.00'
N89° 56' 31"E 485.00'S89° 56' 31"W 477.00'
C39 C40C41C42
R23 R29R30
R31R32R33R35
R56
10' LANDSCAPE EASEMENT
6' P.U.E.
6' P.U.E.
512.70'518.24'
330.57'313.43'
S89° 56' 31"W8.00'
350.74'253.55'80.05'
EXISTING42' R/W
30'
30'N89° 56' 31"E 370.00'

65.00'
749.36'N00° 04' 24"E 1216.88'699.50'
340.00'30.00'10.74'
S89° 55' 36"E 42.00'
126.78'160.00'
S00° 04' 24"W 546.78'R11 R61

46.00'
L62
R28
Curve TableCurve #C1C2C15C16C17C18C19C20C21C22
Length31.37'31.46'41.00'20.12'87.70'81.43'26.40'37.59'3.40'41.00' Radius20.00'20.00'70.00'50.00'50.00'50.00'50.00'70.00'70.00'70.00' Delta89° 52' 07"90° 07' 53"33° 33' 26"23° 03' 28"100° 29' 58"93° 18' 25"30° 15' 02"30° 46' 16"2° 47' 11"33° 33' 26" Radial Line TableLine #R5R11R23R28R29R30R35R56
BearingN33° 29' 58"ES89° 56' 31"WS03° 59' 37"WN10° 53' 30"EN07° 43' 59"EN03° 20' 18"ES11° 45' 03"WN10° 26' 29"E Curve #C23C26C27C28C29C30C31C39C40
Length31.46'32.78'87.41'10.89'55.12'60.29'46.59'98.29'162.00' Radius20.00'20.00'726.00'726.00'786.00'786.00'786.00'726.00'786.00' Delta90° 07' 53"93° 55' 12"6° 53' 53"0° 51' 33"4° 01' 04"4° 23' 41"3° 23' 47"7° 45' 26"11° 48' 32"LINE TABLELINE #L62LENGTH77.00'DIRECTIONN89° 56' 31"E609 N. IRWIN ST.HANFORD, CA. 93230PH. (559) 582-1056FILE NO. 220196SHEET FIVE OF SIX SHEETS COUNTY TRACT No. 928CITY OF HANFORD, COUNTY OF KINGS,STATE OF CALIFORNIAUNIT IV SURVEYOR'S NOTEALL CURVES ARE TANGENT UNLESS OTHERWISE NOTEDMONUMENT NOTE:SIDE AND REAR LOT CORNERS OF LOTS 188-198 & LOTS 264-280 ADJACENT TO CENTENNIAL DRIVEAND FARGO AVENUE ARE MONUMENTED BY 1/2" REBAR, 30" LONG, WITH YELLOW PLASTIC TAGMARKED R.C.E. 21489, SET 6"± DEEP, ON THE LOT LINE A DISTANCE OF 14.00' (PERPENDICULAR)FROM THE SIDE OR REAR CORNER. THE REAR LOT CORNERS OF LOTS 198-207 ADJACENT TOSANGIOVESE ARE OF THE SAME CHARACTER BUT ONLY 9' (PERPENDICULAR) FROM THE REARCORNER.SPECIAL MONUMENT NOTE:ALL FRONT CORNERS ADJACENT TO STREETS ARE MONUMENTED AS WITNESS CORNERS, SET ONTHE P.U.E. LINE AND ARE MARKED BY 1/2" REBAR, 30" LONG WITH RED PLASTIC TAG STAMPED"CONT. PT., R.C.E. 21489", AND SET 6"± DEEP, EXCEPT AS SHOWN OTHERWISE.

BASIS OF BEARINGSTHE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 22, T. 18 S., R. 21 E., M.D.B. & M.,BEARS S 89° 50' 39" W PER L.S.P. 21-53, K.C.R.LEGENDFOUND AND ACCEPTED MONUMENT AS NOTEDFD. 1/2" REBAR WITH PLASTIC TAG STAMPED R.C.E. 21489 DN 6"±FD. 2" GALV. I.P. WITH BRASS CAP STAMPED R.C.E. 21489 IN A MONUMENTWELL, FLUSH IN PAVEMENTSET STEEL SPIKE WITH BRASS TAG, R.C.E. 21489, FLUSH IN PAVEMENTSET 2"X24" GALV. I.P. WITH BRASS CAP STAMPED R.C.E. 21489 INMONUMENT WELL, MONUMENT WELL SET FLUSH IN PAVEMENTLOT CORNERS ARE MARKED WITH 1/2" REBAR, 30" LONG, TAGGED R.C.E.21489, SET 6" DEEP, SEE SPECIAL MONUMENTATION NOTEINDICATES 6' PUBLIC UTILITY EASEMENT, EXCEPT AS NOTEDNOW OFFERED FOR DEDICATION AS PUBLIC STREETS()RECORD DATA PER L.S.P. 21-53, K.C.R.\{\{\}\}RECORD DATA PER DEED BK. 1149, PG 495, O.R.[]RECORD DATA PER P.M. 8-17, K.C.R. (OR CALCULATED THEREFROM)[[ ]]RECORD DATA PER L.S.P. 26-88 K.C.R.(())RECORD DATA PER L.S.P. 26-19, K.C.R.(1234)INDICATES STREET ADDRESSESACCESS DENIED TO CENTENNIAL DR., W. SANGIOVESE ST. AND FARGO AVE.DISTINCTIVE BORDER2' PEDESTRIAN ACCESS EASEMENTALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF2' FOR CONTINUATION SEE SHEET 4
FOR CONTINUATION SEE SHEET 6W. DALI COURT
CENTENNIAL DR.

N. CHATEAU WAY
W. ESCHER DR.

ALICANTE DR.

ZUMWALTHANSENINC.CompanyA

19.00'

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7,170 S.F.202
7,080 S.F.192
7,080 S.F.193
7,080 S.F.194
7,080 S.F.195
7,076 S.F.196
9,059 S.F.197
16,185 S.F.1986,816 S.F.1997,170 S.F.2007,170 S.F.201 7,170 S.F.2057,170 S.F.2037,170 S.F.204 7,596 S.F.2077,170 S.F.206 7,820 S.F.224
6,334 S.F.216 7,820 S.F.219
7,820 S.F.223
8,309 S.F.2207,820 S.F.2177,820 S.F.218
7,820 S.F.2228,310 S.F.2217,245 S.F.2266,900 S.F.2257,020 S.F.228 7,020 S.F.230
7,020 S.F.229
8,986 S.F.227
7,024 S.F.215
S89° 56' 31"W118.00'60.00'

60.00'
S89° 56' 31"W118.00'60.00'60.00'
S89° 56' 31"W118.00'60.00'60.00'
S89° 56' 31"W118.00'60.00'60.00'
S89° 56' 31"W116.92'60.00'

47.74'C4
S59° 19' 50"W128.84'114.37'
C5C6
S00° 04' 24"W113.33'120.95'C360.09'
C7C8C9
S00° 04' 24"W119.37'60.00'
C1055.74'
S00° 04' 24"W119.50'60.00'

60.00'
S00° 04' 24"W119.50'60.00'

60.00'S00° 04' 24"W119.50'60.00'

44.95'C1379.50'C1445.05'

73.00'95.05'
C2453.05'N00° 04' 24"E115.00'

68.00'

68.00'N00° 04' 24"E115.00'

68.00'

68.00'N00° 04' 24"E115.00'

68.00'

68.00'N00° 04' 24"E115.00'

60.00'

60.00'N00° 04' 24"E115.00'

63.00'

63.00'84.00'
N00° 04' 24"E115.00'

52.95'C2394.95'N00° 04' 24"E115.00'

68.00'
N00° 04' 24"E115.00'

68.00'
N00° 04' 24"E114.92'C2164.60'
N00° 04' 24"E95.08'C19C20

65.00'C18

87.95'C2563.95'N89° 56' 31"E108.00'65.00'N89° 56' 31"E108.00'65.00'N89° 56' 31"E108.00'65.00'N89° 56' 31"E108.00'C15 68.00'68.00'68.00'68.00'68.00'

68.00'468.00'460.70'
190.00'
N89° 56' 31"E 568.00'
620.00'
30'30'
30'
30'
30'30'
30'30'
34'
34'
30'
30'
30'2'
2'
2' 6' P.U.E.
6' P.U.E.Δ=135°48'12"L=118.51'R=50.00'
R1
R2
C12
C11
R6L=215.65'R=50.00'Δ=247°06'53" C22
R53R54
R55
N45° 00' 28"E 15.00'
5' LANDSCAPEEASEMENT6' P.U.E.
10' LANDSCAPEEASEMENT
6' P.U.E.
512.70'518.24'
350.74'253.55'80.05'
EXISTING42' R/W
EXISTING42' R/W
30'
30'
100.00'
N89° 56' 31"E 646.00'
S00° 04' 24"W 449.55'
699.50'
N89° 56' 31"E 370.00'

65.00'65.00'
749.36'N00° 04' 24"E 1216.88'699.50'
340.00'30.00'
N89° 56' 31"E 758.00' [[N89° 56' 31"E 1104.18']]
S00° 04' 24"W 473.50' [[S00° 04' 24"W 473.50']]
S00° 04' 24"W 546.78'
N89° 56' 31"E 400.00'

31.00'34.00'115.00'145.00'
R11
R59
R60
R61

46.00'
L62
Curve TableCurve #C3C4C5C6C7C8
Length31.46'12.32'15.57'34.60'45.88'38.02'
Radius20.00'70.00'70.00'50.00'50.00'50.00'
Delta90° 07' 53"10° 05' 16"12° 44' 53"39° 39' 13"52° 34' 39"43° 34' 19" Radial Line TableLine #R1R2R6R11R53
BearingS67° 05' 26"ES22° 53' 38"ES33° 36' 55"ES89° 56' 31"WN73° 15' 21"E Curve #C9C10C11C12C13C14
Length23.64'4.26'27.90'27.90'31.46'31.37'
Radius70.00'70.00'70.00'70.00'20.00'20.00'
Delta19° 20' 47"3° 29' 22"22° 50' 09"22° 50' 09"90° 07' 53"89° 52' 07" Curve #C18C19C20C21C22C23
Length81.43'26.40'37.59'3.40'41.00'31.46'
Radius50.00'50.00'70.00'70.00'70.00'20.00'
Delta93° 18' 25"30° 15' 02"30° 46' 16"2° 47' 11"33° 33' 26"90° 07' 53" Curve #C24C25Length31.37'31.46'Radius20.00'20.00'Delta89° 52' 07"90° 07' 53"Line #R54R55R59R60R61 BearingS20° 40' 42"WS03° 21' 53"EN79° 50' 19"WS03° 32' 50"ES02° 50' 39"E 609 N. IRWIN ST.HANFORD, CA. 93230PH. (559) 582-1056FILE NO. 220196SHEET SIX OF SIX SHEETS SURVEYOR'S NOTEALL CURVES ARE TANGENT UNLESS OTHERWISE NOTEDMONUMENT NOTE:SIDE AND REAR LOT CORNERS OF LOTS 188-198 & LOTS 264-280 ADJACENT TO CENTENNIAL DRIVEAND FARGO AVENUE ARE MONUMENTED BY 1/2" REBAR, 30" LONG, WITH YELLOW PLASTIC TAGMARKED R.C.E. 21489, SET 6"± DEEP, ON THE LOT LINE A DISTANCE OF 14.00' (PERPENDICULAR)FROM THE SIDE OR REAR CORNER. THE REAR LOT CORNERS OF LOTS 198-207 ADJACENT TOSANGIOVESE ARE OF THE SAME CHARACTER BUT ONLY 9' (PERPENDICULAR) FROM THE REARCORNER.SPECIAL MONUMENT NOTE:ALL FRONT CORNERS ADJACENT TO STREETS ARE MONUMENTED AS WITNESS CORNERS, SET ONTHE P.U.E. LINE AND ARE MARKED BY 1/2" REBAR, 30" LONG WITH RED PLASTIC TAG STAMPED"CONT. PT., R.C.E. 21489", AND SET 6"± DEEP, EXCEPT AS SHOWN OTHERWISE.

BASIS OF BEARINGSTHE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 22, T. 18 S., R. 21 E., M.D.B. & M.,BEARS S 89° 50' 39" W PER L.S.P. 21-53, K.C.R.

N. CHATEAU WAY
W. SANGIOVESE ST.

VINE ST.

W. DALI COURT
COUNTY TRACT No. 928CITY OF HANFORD, COUNTY OF KINGS,STATE OF CALIFORNIAUNIT IV ZUMWALTHANSENINC.CompanyA
N00°04'24"E

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ATTACHMENT “A”

ENGINEER’S REPORT
ASSESSMENT DISTRICT NO. 21-01-C
(Pursuant to the Landscaping and Lighting Act of 1972)

TRACT 928 UNIT IV – SAN JOAQUIN VALLEY HOMES

NOTE: Assessment District Restructure No. 21-01-C is the third modification of Landscape Assessment District No. 21-01

Lisa Dock, P.E., City Engineer and Engineer of Work for the existing Landscape Assessment District No. 21-01, City of Hanford, Kings County, California, makes this report for the inclusion of Assessment District Restructure No. 21-01-C into Landscape District No. 21- 01 as directed by City Council, pursuant to Section 22585 of the Streets and Highways Code (Landscaping and Lighting Act of 1972).

The improvements to be constructed and maintained in the District provide special benefits to all of the parcels within the District about and beyond general benefits conferred on parcels located in the District or to the public at large. Specifically, the particular and distinct special benefits include:

1. Reduction of traffic noise level from the street located adjacent to the District;

2. Restriction of unwanted pedestrian access onto the lots and parcels within the District;

3. Enhancement of appearance of the entrance into the subdivision which is included within the District;

4. Reduction of impact of dust and other particulate matter onto the lots and parcels within the District;

The improvements which are the subject of this report are briefly described as follows:

1. Decorative block fencing, landscaping, and irrigation systems along Centennial Drive, Sangiovese Street, and Fargo Avenue located throughout Tract 928 Units I – IV.

2. The public park located at the northwest corner of W. Sangiovese Street and N. Napa St. within Tract 928 Units I.

3. Interior street lighting within Tract 928 Unit 1 - IV.

This report consists of six parts as follows:

Exhibit “A”: Plans and specifications for the improvements are filed with the City Clerk. Although separately bound, the plans and specifications are a part of this report and are incorporated herein by reference.

Exhibit “B”: An estimate of costs to maintain the improvements.

Exhibit “C”: An assessment of the estimated maintenance costs on each benefited parcel of land within the Assessment District.

Exhibit “D”: A statement of the method by which the undersigned has determined the amount proposed to be assessed against each parcel.

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ATTACHMENT “A” continued…

Exhibit “E”: A list of the names and addresses of the property owners of real property within each assessment district as shown on the last equalized assessment roll for taxes, or known to the Clerk. The list is keyed to Exhibit “C” by assessment number.

Exhibit “F”: A diagram showing all of the parcels of real property within this assessment district. The diagram is keyed to Exhibit “C” by lot number.

Respectfully submitted,

Lisa Dock, P.E.

City Engineer

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ENGINEER’S REPORT

ASSESSMENT DISTRICT RESTRUCTURE NO. 21-01-C
(Pursuant to the Landscaping and Lighting Act of 1972)

TRACT 928 UNIT IV – SAN JOAQUIN VALLEY HOMES

The undersigned hereby respectfully submits the enclosed Engineer’s Report as directed by the City Council.

DATED:

______________________________________
Lisa Dock, P.E.

City Engineer

I HEREBY CERTIFY that the enclosed Engineer’s Report, together with Assessments and Assessment Diagram thereto attached was filed with me on the ______ day of _____________________________, 20 .

Natalie Corral
City of Hanford , City Clerk
Kings County, California

By _____________________________________

I HEREBY CERTIFY that the enclosed Engineer’s Report, together with Assessments and Assessment Diagram thereto attached, was approved and confirmed by the City Council of the City of Hanford, California, on the ______ day of __________________________, 20 .

Natalie Corral
City of Hanford, City Clerk
Kings County, California

By ______________________________________

I HEREBY CERTIFY that the enclosed Engineer’s Report, together with Assessments and Assessment Diagram thereto attached, was filed with the County Auditor of the County of Kings on the ______ day of __________________________, 20 .

Natalie Corral
City of Hanford, City Clerk
Kings County, California

By ______________________________________

EXHIBIT “A”

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ASSESSMENT DISTRICT RESTRUCTURE NO. 21-01-C
(Pursuant to the Landscaping and Lighting Act of 1972)

TRACT 928 UNIT IV – SAN JOAQUIN HOMES

Plans and specifications for the improvements are those prepared by Zumwalt-Hansen & Associates and San Joaquin Valley Home for the City Engineer. These plans and specifications have been filed separately with the Clerk of the Legislative Body and are incorporated in this report by reference.

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EXHIBIT “B”

CITY OF HANFORD
ENGINEER’S REPORT

ASSESSMENT DISTRICT RESTRUCTURE NO. 21-01-C
FISCAL YEAR 2022-2023

ESTIMATED ASSESSMENTS
TRACT 928 UNIT IV – SAN JOAQUIN VALLEY HOMES

FY 2022-2023

ITEM ESTIMATE
NO. DESCRIPTION UNITS RATE AMOUNT

A. MAINTENANCE COSTS

1. Landscape and Irrigation System along 243,390SF ± $ 0.3/SF $ 73,017.00 Centennial Drive, W. Sangiovese Street,
and Park (Labor and Materials)

2. Decorative Block Walls along W. 7,959 LF ± $ 0.50/LF $ 3,979.50 Sangiovese Street, Centennial Drive,
And Fargo Avenue (Labor and Materials)

3. Water Usage Nine services $ 1,800.00/ea $ 16,200.00 ($150/mo./Service x 12 = $1800.00/Service)

4. Electricity Usage Nine meters $ 360.00/ea $ 3,240.00 ($30/mo./Meter x 12 = $360.00/Meter)

5. Street Light Usage 54 St. Lights $ 144.00/Lt./Yr. $ 7,776.00 ($12/Lt./Mo. x 12 = $144.00/Lt./Yr.)

B. INCIDENTAL COSTS/FORMATION COSTS

1. Staff Preparation of Documents $ 325.00

2. Notice of Public Hearing $ 75.00

2. Collection of Assessment $ 121.00

TOTAL ANNUAL SUBDIVISION ASSESSMENT AMOUNT $ 104,733.50

LOTS 1 THROUGH 242 SHALL BE ASSESSED, TOGETHER
WITH NO DESIGNATED REMAINDER PARCEL OF TRACT 928: (Total 242 lots) $ 432.78

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C. ADJUSTMENT FOR INFLATION IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE SECTION 53739(b)(1).

The Annual Total Subdivision Assessment Amount will be adjusted for inflation on an annual basis in accordance with the following formula:

Commencing with the calendar year 2023-2024, and January 1 of each calendar year (“Adjustment Date”) thereafter during the life of the District, the Total Annual Subdivision Assessment Amount for the next fiscal year shall be an amount equal to the greater of:

(i) the Total Annual Subdivision Assessment amount in effect immediately prior to the Adjustment Date, or

(ii) the product obtained by multiplying the Total Annual Subdivision Assessment in effect immediately prior to the Adjustment Date by a fraction, the numerator of which is the Index published nearest but prior to the Adjustment Date and the denominator of which is the Index published nearest but prior to January 1 of the first year the Subdivision Assessment became effective.

The term “Index” means the Consumer Price Index for Urban Wage Earners and Clerical Workers, San Francisco-Oakland-San Jose Consolidated Statistical Area, 1982-1984, equals 100, published by the Bureau of Labor Statistics of the United States Department of Labor. If the Bureau of Labor Statistics revises the Index, the Bureau of Labor Statistics will be the sole judge of the comparability of successive indexes, but if that agency fails to supply indexes that it deems comparable or if no succeeding index is published, the City shall determine an appropriate alternative published price index.

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EXHIBIT “C”

ASSESSMENT ROLL AND
ASSESSMENT DISTRICT RESTRUCTURE NO. 21-01-C

TRACT 928 UNITS I - III – SAN JOAQUIN VALLEY HOMES

ASSESSMENT AMOUNT OF PROPERTY DESCRIPTION OR

NUMBER ASSESSMENT ASSESSOR PARCEL NUMBER
1 Through 56 $432.78 Lot 1 through 56, Tract 928, Unit I 57 Through 99 $432.78 Lot 57 Through 99, Tract 928, Unit 2 100 Through 187 $432.78 Lots 100 Through 187, Tract 928, Unit 3 188 Through 242 $432.78 Lots 188 Through 242, Tract 928, Unit 4

Total Assessment: $ 104,733.50

*NOTE: Assessment amount for 1 Through 187 have been previously included in the Landscape Assessment District No. 21-01 (Tract 928 Unit I, Unit 2 and Unit 3)

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EXHIBIT “D”

METHOD OF APPORTIONMENT OF ASSESSMENT

ASSESSMENT DISTRICT RESTRUCTURE NO. 21-01-C
(Pursuant to the Landscaping and Lighting Act of 1972)

TRACT 928 UNIT IV – SAN JOAQUIN VALLEY HOMES

NOTE: Assessment District Restructure No. 21-01-C is the third modification of Landscape Assessment District No. 21-01.

The method of apportionment of Landscape Assessment District 21-01 maintenance costs is as follows:

100% of the maintenance costs divided equally between Lots 1 through 242 and no Remainder.

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EXHIBIT “E”

PROPERTY OWNERS LIST

ASSESSMENT DISTRICT RESTRUCTURE NO. 21-01-C

TRACT 928 UNITS I - IV– SAN JOAQUIN VALLEY HOMES

ASSESSMENT OWNERS

NUMBERS PROPERTY DESCRIPTIONS NAME AND ADDRESS

1 through 242 Tract 928 Unit I - IV San Joaquin Valley Homes & no Remainder 5607 Avenida De Los Robles
Visalia, CA 93291

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EXHIBIT “F”

ALL PARCELS OF REAL PROPERTY WITHIN THE ASSESSMENT DISTRICT

TRACT 928 UNIT 1 THROUGH UNIT 4

TRACT 928, UNIT 1

AREA 1 – 2.60 ACRES (Park)
AREA 2 – 27,485 SQ. FT.

AREA 3 – 6,883 SQ. FT.

TRACT 928, UNIT 2

LOT A – 9,068 SQ. FT.

LOT B – 12,831 SQ. FT.

LOT C – 5,876 SQ. FT.

TRACT 928, UNIT 3

AREA A – 20,345 SQ. FT. (Sangiovese)
AREA 1 – 8,055 SQ. FT. (Sangiovese)
AREA 2 – 1,451 SQ. FT. (Sangiovese)
AREA 1 – 7,432 SQ. FT. (Fargo)
AREA 2 – 2,645 SQ. FT. (Fargo)

TRACT 928, UNIT 4

AREA 1- 8,640 SQ. FT. (FARGO)
AREA 1- 4,060 SQ. FT. (CENTENNIAL)
AREA 2- 7,440 SQ. FT. (CENTENNIAL)
AREA 1- 6,996 SQ FT. (W. SANGIOVESE)

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CITY ATTORNEY
CITY OF HANFORD 1
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28

RECORDING REQUESTED BY:

CITY OF HANFORD
WHEN RECORDED RETURN TO:

CITY CLERK

CITY OF HANFORD
319 North Douty Street
Hanford, California 93230

RESOLUTION NO. 22-24-R

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HANFORD

RESTRUCTURING PROPERTIES WITHIN ASSESSMENT DISTRICT
NO. 21-01, AND CONFIRMING LEVY AND COLLECTION OF ANNUAL ASSESSMENTS FOR TRACT NO. 928, UNITS NO. I THRU UNIT NO. IV, BELLA VISTA PHASE IV SUBDIVISION.

(Assessment District Restructure No. 20-01-C)

At a regular meeting of the City Council of the City of Hanford, duly called and held on July 18, 2023 it was moved by Council Member , seconded by Council Member , and duly carried that the following resolutions be adopted:

WHEREAS, the additional territory proposed to be restructured into the District includes properties known as Tract No. 928, Unit No. IV (APN 009-030-176 and APN 009-030-115) (“Restructuring Properties”);
WHEREAS, the restructure of Additional Properties into the District will provide for maintenance of the following improvements:

1. Decorative masonry block fencing, and landscaping & irrigation system improvements located along Centennial Drive, Sangiovese Street ; and Fargo Avenue.

2. Street Lighting within Tract No. 928 Units I thru IV.

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CITY ATTORNEY
CITY OF HANFORD 2
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28

WHEREAS, the owners of all land within the boundaries of the District and the restructured Properties have filed their consent to restructuring of the Properties into the District, and have also consented to adoption of the Engineer’s Report and the levy of assessments identified therein.

WHEREAS, the owners of the restructure Properties, including the owners of such lots and parcels as shall be created therefrom, should share in the cost of maintaining the District improvements through payment of District assessments.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Hanford hereby orders the r estructure of Properties as shown and described in the Engineer’s Report into the District, so that the District henceforth shall include the restructured Properties, including such lots and parcels as shall be created therein, so that the owners thereof shall share in the cost of maintenance of the public im provements located within the District and on the Additional Properties; and, RESOLVED FURTHER, that the City Council of the City of Hanford hereby confirms the diagram and assessments for the District contained in the Engineer’s Report, and levies such assessments for the Fiscal Year 2023-2024; and, RESOLVED FURTHERMORE, commencing with the calendar year 2023-2024, and January 1 of each calendar year (“Adjustment Date”) thereafter during the life of the District, the Total Annual Subdivision Assessment amount for the next calendar year shall be an amount equal to the greater of:
(i) the Total Annual Subdivision Assessment amount in effect immediately prior to the Adjustment Date; or
(ii) the product obtained by multiplying the Total Annual Subdivision Assessment in effect immediately prior to the Adjustment Date by a

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CITY ATTORNEY
CITY OF HANFORD 3
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fraction, the numerator of which is the Index published nearest but prior to the Adjustment Date and the denominator of which is the Index published nearest but prior to January 1 of the first year the Subdivision Assessment became effective.

The term “Index” means the Consumer Price Index for Urban Wage Earners and Clerical Worker, San Francisco-Oakland-San Jose Consolidated Statistical Area, 1982- 1984, equals 100, published by the Bureau of Labor Statistics of the United States Department of Labor. If the Bureau of Labor Statistics revises the Index, the Bureau of Labor Statistics will be the sole judge of the comparability of successive indexes, but if that agency fails to supply indexes that it deems comparable or if no succeeding index is published, the City shall determine an appropriate alternative published price index.

Passed and adopted at a regular meeting of the City Council of the City of Hanford on July 18, 2023, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

TRAVIS PADEN
MAYOR of the City of Hanford

Attest:

NATALIE CORRAL

CITY CLERK

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CITY ATTORNEY
CITY OF HANFORD 4
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STATE OF CALIFORNIA)
COUNTY OF KINGS ) ss

CITY OF HANFORD )
I, Natalie Corral, City Clerk of the City of Hanford, do hereby certify the foregoing Resolution was duly passed and adopted at a regular meeting of the City Council of the City of Hanford held on the _____ day of ___________________, 2023.

Date:

City Clerk

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11.L.

AGENDA

STAFF REPORT

MEETING DATE: 7/18/2023 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval of the Final Map and Subdivision Agreement for Tract No. 915, Unit No. 1, with Enclave Developers, LLC, and Acceptance of all easements and dedications offered for public use; and Acceptance of the Enclave 66 Hanford Homeowners Association Maintenance Manual for Tract No. 915, Unit No. 1.

RECOMMENDATION:

That the City Council, by motion:

1. Approve Final Map and Subdivision Agreement for Tract No. 915, Unit No. 1, with Enclave Developers, LLC, and accept all easements and dedications offered for public use; and

2. Accept the attached Enclave 66 Hanford Homeowners Association Maintenance Manual for Tract No. 915, Unit No. 1.

BACKGROUND:

The final subdivision map for Tract No. 915, Unit No. 1, Enclave Developers, LLC subdivision, a 26-lot subdivision located as shown on the attached map, has been checked and approved by staff. The developer of Tract No. 915, Unit No. 1 Subdivision, is Enclave Developers, LLC. All required fees have been paid, and proper improvement security bonds for all required subdivision improvements have been posted in accordance with the attached Subdivision Agreement, which has been reviewed and approved by the Public Works Department and signed by the developer.

The bonds are attached for council review.

Enclave 66 Hanford Homeowners Association Maintenance Manual has been reviewed by City Staff for Unit No. 1 and is recommended for approval by Council. The HOA Manual is attached for council review.

FISCAL IMPACT:

The right of way dedications and easements are offered at no cost to the city, and all subdivision improvements will be constructed at the developer’s expense. No impact to the budget will result from approval of the Resolution to restructure Landscape Assessment District No. 19-02.

ATTACHMENTS:

1. Tract 915-1 Final Map

2. Tract 915-1 SDA

3. Tract 915-1 Bonds

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4. Tract 915-1 - HOA Maintenance Manual

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ENCLAVE 66 HANFORD HOMEOWNERS ASSOCIATION

ASSOCIATION MAINTENANCE MANUAL

A customized inspection and maintenance guide designed to aid in effectively managing the interests of your community.

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This Association Maintenance Manual has been written exclusively for Enclave 66 Hanford Homeowners Association.

Introduction
This Association Maintenance Guide has been prepared specifically with the Homeowners Association in mind. It is an important tool in helping the Enclave 66 Hanford Homeowners Association Board members establish a comprehensive preventive maintenance program to extend the life and appearance of the components within the community.

Getting Started
This guide contains descriptions and examples of the components, materials, and amenities found in the common areas of the community for which the Homeowners Association is responsible. It provides the inspection and primary preventive maintenance tasks needed for a successful maintenance program. It also contains instructions and precautions intended to help the Homeowners Association Board members and homeowners ensure they are using the community in a way that preserves its integrity and performance.

ENSURING PROPER IMPLEMENTATION
The maintenance information and program outlined in this guide will only be as effective as the implementation. Without a clearly defined strategy for implementing maintenance, diligent adherence to that system, and conscientious follow-up to ensure all maintenance items are completed per the recommended schedule, the proper maintenance of the common areas and amenities will not be achieved.

To ensure effective implementation of this guide, it is strongly recommended that the Association's Board of Directors and/or its representatives:

1. Consult Experts and Professionals.

Employ licensed landscape contractors and/or landscape architects and building experts to regularly assess the condition of the components within the development. Based on the information provided by these experts, make adjustments to the maintenance schedules and budgets to assure adequate funding of operation and reserves.

For maintenance tasks outside maintenance staff expertise or ability, it is best to hire licensed professionals. Hiring vendors without proper licenses, bonding, and insurance is risky.

2. Document Maintenance and Inspections.

Make copies of the logs included in this guide and use them to record the specifics of each maintenance task performed: date, time, task, company or person responsible, verification, results (workmanship quality), and any necessary follow-up.

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3. Perform Annual Audits.

Schedule a reserve study consultant to perform an annual audit of the property and maintenance log. Place an annual maintenance audit reminder on the calendar to ensure that the Association property is regularly inspected to assess the condition of the components. Review all maintenance logs to verify that all scheduled maintenance has been performed.

4. Revise the Homeowners Association Maintenance Guide and Schedules.

Update this Maintenance Guide and the schedules as the Association's needs change. One of the benefits of regularly scheduled maintenance inspections, reports, record logs, and audits is that a clearer picture of the maintenance needs will result over time. As these evolve and become more distinct, the Maintenance Guide should reflect the community's changing Consult Manufacturer Documentation.

It is important for the Homeowners Association to be familiar with the owner's manuals that came with the products installed in the community. In the event of a conflict between the guidelines in this guide and those provided by the manufacturer of any component in the community, the manufacturer's guidelines prevail.

ICON KEY
Icons draw attention to especially important information:

Caution: The Caution icon brings attention to conditions and maintenance steps that, if not properly followed, may result in damage to the facilities.

Warning: The Warning icon points out conditions that could be hazardous to the Association members or their guests if not properly addressed.

Note: The Note icon indicates points of interest related to the current subject.

INTENT AND LIMITATIONS
The intent of this guide is to identify the major components for which the Homeowners Association is responsible for maintenance and describe the tasks necessary to extend the life and appearance of the components within the community. The guide is to serve as a recommendation for the Board of Directors, homeowners, and the Association's management company. Implementation of these recommendations should be under the control of the Homeowners Association-appointed representative of Enclave 66 Hanford Homeowners Association. It will also provide some continuity between governing boards when there are changes in management personnel.

Limitations. The common area components included in this guide are based upon the Builder's direction, the Association budget, and the CC&Rs. The maintenance recommendations are based on typical products and components installed in residential communities. The products and components installed in the community or those that may be added by the Homeowners Association later. Since it is not possible to foresee every potential maintenance need that might arise, this guide is not all- encompassing and should not be considered the sole source of information concerning maintenance requirements for Enclave 66 Hanford Homeowners Association. Used in conjunction with other

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authoritative information and expert advice available, it will provide an excellent basis for strategic planning.

CALGreen. The State of California passed a new, greener building code effective January 1, 2011. The code, referred to as CALGreen, requires that owners be provided with an operation and maintenance manual for their homes and communities. This guide is to remain with the building throughout the life cycle of the community. (2016 California Green Building Standards Code, Section 4.410.1.1.) Preventive Maintenance. Cost-effective maintenance includes attending to immediate maintenance needs and implementing a comprehensive preventive maintenance program. Preventive maintenance is important in extending the life and maintaining the appearance of the components within the community. This is key for maintaining property value.

Maintenance Needs. This guide was written based on normal use in average environmental and weather conditions. The maintenance needs of Enclave 66 Hanford Homeowners Association, however, are never fully predictable. Enclave 66 Hanford Homeowners Association is subject to all types of unusual weather conditions, normal and abusive use, vandalism, and the unexpected. The maintenance frequencies recommended by this publication are based on industry standards and the best information currently available; however, adjustments may be necessary to compensate for either adverse or exceptional conditions. Over time, the maintenance requirements of the community will undoubtedly change. Products or components may change as replacements are made. This is another reason to update the Maintenance Guide.

Manufacturer Recommendations. In the event that any builder or manufacturer recommendation conflicts with the recommendations in this guide, the builder or manufacturer guidelines prevail.

BENEFITS OF USING THIS GUIDE
There are several great reasons to follow the recommendations found in this guide:
• They collectively serve as an excellent management tool in helping inspect the community and schedule maintenance.
• The CC&Rs, California State Law (Civil Code Title 7), and conditions of the Builder's warranty require that the community implement this guide. The Homeowners Association is required to properly maintain the community in order to retain full rights to have the Builder correct construction deficiencies during and after the warranty period. • Preventive maintenance saves money, time, and helps prevent potential injuries. • Property values tend to be higher with proper maintenance.

Implementation of the preventive maintenance tasks and schedules in this guide will maximize the beauty of Enclave 66 Hanford and help ensure that every component's intended life expectancy is reached. It is a good idea to create a standing agenda item at each Board meeting to ensure that proper implementation is taking place. The Board should contractually require that any property management and/or property maintenance companies implement the recommendations in this guide.

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Site Maintenance
This chapter addresses the maintenance needs of the community's site features and components.

Back Flow Preventers
Three different types of backflow preventers are often installed in communities. They service the various water supply systems for irrigation, domestic water, and fire sprinklers (if installed). A backflow preventer is designed to prevent contamination of the city water supply by stopping backflow from the building's water systems. Each city and state has their own requirements for certification and inspection. Confirm the requirements with the city in which the community is located.

Backflow Preventer (Park Strip)
Important Information
• Monitor Discharge. Periodic discharge of water from the relief valve is part of the backflow preventer's intended function. However, if there is a noticeable water bill increase or excessive leaking, have the unit professionally inspected and repaired as needed.

Recommended Maintenance Tasks Frequency
Inspect for leaks and vandalism. Monthly
Schedule a licensed inspector to check for leaks and re-certify. Annually or per local codes

Effects of Deferred Maintenance
Failure to examine and repair backflow units may result in malfunction and affect nearby turf, trees, and other plant life. Ineffective backflow prevention may contaminate the domestic water supply.

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Common Area Power Controller
The common area power controller, often referred to as a Meyers Box, regulates the common area power to equipment such as irrigation controllers and area lighting.

Common Area Power Controller
Note: The common area power controller operates on circuit breakers, like all other electrical components. They may require replacement over time, as they will become worn and eventually fail.

Recommended Maintenance Tasks Frequency
Oil hinges.. Quarterly
Paint boxes. Every 1 to 2 years and as needed

Effects of Deferred Maintenance
Keep water and plants off the common area power box to help prevent against rusting and diminished appearance.

Irrigation System
IRRIGATION SYSTEM: GENERAL RECOMMENDATIONS
A comprehensive maintenance program will help ensure the reliability of the irrigation system. The irrigation system includes all of the components necessary for distributing water to the community's landscaping. When installing additional irrigation equipment, make sure the new equipment is compatible with the system that is already installed.

Note: The Association is responsible for the landscaping and irrigation system located in the park areas in Unit I and Unit II and the perimeter landscaping outside the walls of the

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development along 12 ½ Avenue, Millennium Way, Union Street and along Cardinal Avenue and Falcon Avenue.

Warning: As part of a water conservation program, the community may use reclaimed water for irrigating. Reclaimed water is not safe to drink.

Irrigation Controller

Wireless Solar-Sync
Water Conservation
Following are some suggestions for conserving water with your irrigation system:
• Water the lawns and landscaping during the coolest and least windy part of the day (usually early morning) to reduce water loss through evaporation. • Make sure the irrigation system is not watering the yard on rainy days, or immediately before or after it has rained. Even on dry days, make sure the system is not over-watering the plants or over-saturating the soil. Re-program the system seasonally and as necessary to adjust to weather conditions.
• Make sure that the irrigation spray is not watering paved surfaces. Sweep driveway and pathways, rather than hosing them down.
• If adding or replacing an irrigation system, select a high-efficiency system with a timer and a moisture sensor controller or rain delay controller. Drip irrigation is much more efficient than spray/sprinkler irrigation.

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• Put an automatic shut-off/trigger nozzle on the garden hose(s) in order to prevent water waste.

How the System Works
The irrigation controller is the master control that regulates the irrigation process. It controls how often the irrigation system disperses water by turning the irrigation valves on and off according to a programmed watering schedule. The controller has a battery backup which should be inspected after power outages to verify that the timing schedule has not been lost if the battery was not fresh.

Only water when plants and weather conditions require. Watering is typically best done in the early morning when wind and temperatures are low. Evening watering may encourage plant diseases when foliage is wet all night. In addition, once plants are established, watering tends to be more effective when done less often and deeper, if weather and soil conditions allow. Apply water only in amounts necessary for plant health. Unusual increases in water bills can be indications of leaks in the irrigation system.

Changing short-term weather conditions and seasonal changes will require fine- tuning the program for proper watering. During wet seasons or extended rainy periods, shut down the controller until additional water is needed in the landscaped areas. Controllers that utilize rain sensors are advisable.

The goal is to apply only as much water as the plants need for healthy growth.

Because plant growth and weather vary by month, inspect water application amounts on a monthly and seasonal basis and adjust as needed to allo w for site- specific condi tions. Exposure, weather , soil variables, and other factors which cannot be pred icted will affect the amount of water needed.

Adjust irrigation schedules accordingly.

Caution: Check the system after electrical storms, as lightning strikes may affect the system.

Mainline and Lateral Pipes
The mainline and lateral pipes carry water from the water source to, and between, the disbursement points (sprinkler heads). Mainline (supply) pipes are "hot" (always pressurized) and connect the valves to the water source. Lateral pipes are filled with water only when a remote control valve is opened to serve a group of sprinkler heads.

Caution: Repair plastic (PVC) irrigation supply and lateral pipes immediately when a leak is detected. As with the other components of the irrigation system, repairs that are not attended to immediately could result in long-term damage to plant life and cause soil erosion in the affected areas .

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Recommended Maintenance Tasks Frequency
Examine controller for moisture damage and corrosion. Inspect for dead backup batteries, loose connections, deteriorated weatherproofing, and damaged hardware.

Weekly
Check the controller to ensure that the scheduled program is working properly, and adjust for proper watering.

Weekly
Adjust each irrigation station run time in response to changing weather conditions and plant needs. Record changes to
irrigation settings.

Weekly and as needed
Reset the controller schedule for Daylight Saving Time and after any power failures. Keep a fresh battery in the clocks to minimize the need for resetting.

Twice per year and as needed
Replace the backup battery. Annually
Replace the controller(s) as they fail. Every 4-5 years and as needed.

Effects of Deferred Maintenance
Failure to examine the controllers may result in inadequate or overwatering which, even for a short period of time, may be disastrous to surrounding landscaping.

Overwatering may cause water accumulation that may lead to plant death, pavement failures, slippery pavement, and surface waterproofing problems.

DRIP SYSTEM
Drip emitters disperse water from the irrigation system to the plants. Every attempt has been made to provide efficient coverage for all areas irrigated by the drip emitters. However, because every area is a unique shape, with varying sun, wind, and soil conditions, dry (or wet) spots may develop.

Important Information
Monitor for Oversaturation. The drip irrigation system is extremely efficient at delivering water to the plants' root system. As the plants mature, they typically require less water from the drip emitters.

Inspect the plants for signs of oversaturation, and adjust the drip irrigation system as needed.

Recommended Maintenance Tasks Frequency
After any irrigation repair, flush piping and re-test for proper function.

As needed
Check for broken or clogged emitters. Monthly
Operate the air and flush valves. Quarterly

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Effects of Deferred Maintenance
Failure to examine, replace, and adjust sprinkler system components may result in inadequate or surplus water supply, affecting nearby turf, trees, and other plant life. Over watering will eventually lead to soil erosion, and could harm nearby structures and/or hardscape surfaces

SPRINKLER HEADS
Irrigation sprinklers disperse water from the irrigation system to the plants. Irrigation systems are designed to provide double-coverage for all areas irrigated by the sprinkler system. However, because every area has a unique shape with varying sun, wind, and soil conditions, dry or wet spots may develop.

Sprinkler Head
Important Information

• Risers. As shrubs and ground covers grow, it may be necessary to add risers to certain sprinkler heads or cut back shrubbery so spray patterns are not blocked. It may be necessary to stake irrigation heads for risers 12 inches or taller to maintain performance. Taller heads can start to tilt or sway if not secured.

• Prevent Overspray. The sprinkler patterns have been chosen to keep overspray to a minimum; however, windy conditions, plant growth, and other factors will sometimes result in isolated overspray or underspray problems.

Inspect regularly to identify such areas. Make necessary adjustments immediately.
• Repairs. Flush and re-test the piping after repairs to the irrigation system to ensure the sprinklers are functioning properly and providing adequate coverage.

Caution: Keep water off structures and hardscape to prevent damage and slipping hazards

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Check for broken or improperly adjusted sprinkler heads, clogged or worn nozzles and gear drives, grit in seals or moving parts, and physical damage.

Examine for appropriate sprinkler coverage. Prevent overwatering and minimize overspray. Inspect for proper spray patterns, and ensure that structure walls are not in the spray pattern. Adjust the riser height of sprinklers as needed.

Compare and analyze plant and site conditions to determine if the water amounts are appropriate. Make adjustments if necessary.

Effects of Deferred Maintenance
Failure to check, replace, and adjust the sprinkler system components may result in an inadequate or surplus water supply, which may affect plant life. Consistent overwatering eventually leads to soil erosion and may damage the buildings and hardscapes.

VALVES
Valves are remotely controlled by the irrigation controller and regulate the flow of water throughout the system.

Recommended Maintenance Tasks
Monitor the amount of water being applied and adjust, if necessary.

Check for broken or improperly adjust ed sprinkler heads, clogged or worn nozzles and gear drives, grit in seals or moving parts, and physical damage.

Compare and analyze plant and site co nditions to determine if the water amounts are appropriate. Make adjustments if necessary
Frequency
Weekly
Monthly and as needed

Monthly

Annually or as needed.

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Important Information

Test Water Pressure. The water pressure supplied to the valves should be at least 50 psi, not exceeding 60 psi. Test the system upstream of the valve connection and adjust/install a pressure regulator as needed

Effects of Deferred Maintenance
Delayed or neglected repairs may result in damage to landscaping and adjacent hardscape

Landscaping
LANDSCAPING: OVERVIEW
Builder-installed ground cover, turf, trees and shrubs have been selected for their compatibility with each other, as well as with architectural, site, and soil conditions. They grow at varying rates depending on climatic conditions, maintenance, and a host of other factors. The important thing to keep in mind is that the landscaping is a dynamic, living system and proper care is critical for it to mature successfully.

When installing additional plants, always choose plants that are compatible with existing plants, and "hydrozone" to group plants into zones based on the plants' watering (and shade/sun) requirements.

Keeping plants' roots, stems, and branches away from the foundation will help prevent pests from entering the buildings and will make it easier to inspect the foundation for termite tunnels or any other issues; it will also prevent the need to irrigate near the foundation and it may reduce the need for pruning.

When adding new plants to the landscaping, select native plants or plants that are suited to the development's climate and that require little, if any, irrigation. Native plants are also more likely to be adapted to local insect species, so they are less likely to require the application of any insecticides. Be careful to avoid introducing any plants that have been deemed to be "invasive" species in the region. For a list of regional resources on invasive species, visit: www.invasivespeciesinfo.gov/unitedstates/state.shtml.

Within California, see the California Invasive Plant Council's website at www.cal-ipc.org for a list of invasive species in the area.

Turf grass typically requires much more water than groundcover or shrubs, so the less grass/lawn area the community has, the less irrigating will be required. If adding grass seed or turf, select a drought-tolerant variety.

Recommended Maintenance Tasks
Manually operate and visually inspect the valves to ensure they are operating properly.

Check for diaphragm or seat wear, sticking solenoids or diaphragm, corrosion of wire connections, clogged screens and orifices, and debris or stones lodged under the valve.

Examine quick coupling valves, and ball or gate valves.

Frequency
Monthly

Annually

Monthly

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Note: The Association is responsible for the landscaping and irrigation system located in the unfenced front and side yards of the perimeter lots and within the landscape strip located between the sidewalk and the back of the curb along Worthington Circle.

General Guidelines
Adjust the Maintenance Schedules

The maintenance needs of the plants may change over time with the seasons and plant growth; apply these changes to the long-term maintenance plan.

• Choosing and Maintaining Plants

If the community has significant steep banks, selection and maintenance of plants and watering may have important consequences for drainage and erosion control. Keep plants from overgrowing drainage swales, and repair swale blockages immediately. Diligently maintain common greenbelt areas to prevent flooding. When installing new plants, consult with a local landscape architect or nursery regarding plants that are appropriate to local soil and other conditions.

• Maintain Healthy Soil

Add mulch and compost to the landscaped areas periodically, as needed. Incorporate 2-4 inches of compost into the top 6-12 inches of soil, except for plant species that do not thrive in soil with that much organic matter. Use fully stabilized, certified compost as a soil amendment where appropriate.

Compost can increase water-holding capacity and plant nutrient availability. Also maintain a minimum of 2-3 inches of natural mulch on all landscaped soil surfaces, at least until plants grow to cover the soil. Do not place mulch directly against plant stems or trees. Use organic mulch materials, such as fallen leaves or chipped landscape debris. Using mulch can conserve water, reduce weed growth, and add nutrients to the soil.

Warning: Always closely follow the manufacturer's recommendations for insecticides, garden chemicals, and fertilizers that are used in the community. Some may be toxic and should be stored safely away from children and pets. Try minimal, natural controls first, if possible.

Caution: Be sure to avoid introducing any plants into the landscape that have been deemed to be "invasive" species in the region where the community is located. For a list of regional resources on invasive species, visit:
www.invasivespeciesinfo.gov/unitedstates/state.shtml. Within California, see the California Invasive Plant Council's website at www.cal-ipc.org for a list of invasive species in the area. • Adjust the Maintenance Schedules

The maintenance needs of the plants may change over time with the seasons and plant growth; apply these changes to the long-term maintenance plan.
• Choosing and Maintaining Plants

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• Maintain Healthy Soil
Add mulch and compost to the landscaped areas periodically, as needed. Incorporate 2-4 inches of compost into the top 6-12 inches of soil, except for plant species that do not thrive in soil with that much organic matter. Use fully stabilized, certified compost as a soil amendment where appropriate. Compost can increase water-holding capacity and plant nutrient availability. Also maintain a minimum of 2-3 inches of natural mulch on all landscaped soil surfaces, at least until plants grow to cover the soil. Do not place mulch directly against plant stems or trees. Use organic mulch materials, such as fallen leaves or chipped landscape debris. Using mulch can conserve water, reduce weed growth, and add nutrients to the soil.

Caution: Be sure to avoid introducing any plants into the landscape that have been deemed to be "invasive" species in the region where the community is located. For a list of regional resources on invasive species, visit: www.invasivespeciesinfo.gov/unitedstates/state.shtml. Within California, see the California Invasive Plant Council's website at www.cal-ipc.org for a list of invasive species in the area.

SHRUBS AND VINES
Consult with a local landscape expert to determine the optimal fertilization schedule for the shrubs and vines in the community. Shrubs that are planted in the same bed as ground cover typically benefit from the fertilizer applied to the ground cover and additional fertilizer is usually not needed. However, periodically assess the shrubs' response to the recommended fertilization program and make adjustments as necessary.

Association-Maintained Shrubs
Important Information

Always Use a Trellis. Do not grow vines directly on walls or fences, and never on the side of structures, as weight, water retention or roots may cause damage or prevent proper structure maintenance. Use a trellis that can be lowered, if necessary, for maintenance on the fence or wall behind it. Keep shrubs and plantings a minimum of two feet from foundations.

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Effects of Deferred Maintenance
Neglect may result in the deterioration of the shrubs and vines in the community, eventually requiring removal, replacement, or drastic pruning, or result in a poor appearance.

TREES
The trees in the community grow at varying rates depending upon climatic conditions, maintenance, and a host of other factors. Like the other plants, trees need regular fertilization. Consult with a local landscape expert to determine the optimal fertilization schedule. Periodically inspect the trees to evaluate the response to the recommended fertilization program and make adjustments as necessary.

When choosing new trees, consider the size of the tree at maturity to ensure that it is appropriate for the intended location. Avoid planting trees in loca tions where roots or limbs may impact components such as the foundation, asphalt and concrete surfaces, and walls. Do not plant trees with shallow (yet spread out) root systems within 20 feet of foundations and/or site walls. Also, consider the potential impact of trees on neighboring property.

Association-Maintained Trees

Recommended Maintenance Tasks
Apply fertilizer to shrubs and vines that do not share a bed with ground cover. Fertilizing is typically best done in March, May, July, and September.

Prune shrubs and plants to prevent them from becoming “rangy” and to contain their size. Prune with care no t to “poodle” shrubs. Neatly prune vines and espaliered plants. Ensure they are securely attached to trellises or latticework.

Apply insecticides to control infestations (such as aphids or white fly).

Apply snail bait to prevent snails from damaging shrubs and plants.

Inspect shrubs for signs of nutrient deficiency and treat as necessary.

Treat fungal, bacterial, and viral infestations as symptoms appear.

Frequency
Four times per year or per
landscaper recommendations

Annually and as needed

As needed and as conditions
indicate
Periodically and as needed

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Important Information
Root Pruning. When pruning tree roots, a proportional amount of foliage should be removed at the same time as roots are pruned. Never root prune more than 25% of a tree's surface roots in any one year. -Organic Mulch. Apply and maintain a minimum of 2 inches of organic mulch around the trees.

Failure to properly care for the trees may lead to the deterioration of their health and appearance. Improper staking or root pruning may result in long-term damage to the adjacent hardscape or structures.

Recommended Maintenance Tasks
Check water or breather tubes that may be installed at the tree bases to ensure proper drainage. Remove standing water from breather tubes.

Examine trees to determine whether staking should be added, removed, or adjusted to promote growth in the appropriate direction. Staking will also help trees resist high wind gusts.

Fertilize within the drip line to promote healthy growth. Fertilization of trees is typically best done in March and September. Research the best fertilization schedule for the tree species installed in the community.

Inspect tree trunk diameters. Replace trees planted in areas less than five feet wide when the trunk diameter exceeds six inches.

Thin or lace trees while they are dormant.

Prune to remove dead, diseased, or weakened limbs and promote the healthy and symmetric growth of the tree. Remove limbs that may impact buildings under windy conditions. Do not allow tree branches to overhang roofs.

Prune tree roots to prevent the potential cracking of sidewalks or driveways. Do not begin pruning roots until three years after the initial planting.

Apply insecticides to control infestations as needed.

Frequency
Monthly

Quarterly

Twice per year

Annually and as needed

Annually
Annually and as needed

Annually

As needed

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TURF AND GROUND COVER
As with the other plants in the community, regular fertilization of turf and ground cover is necessary. Consult with a local landscape expert to determine the optimal fertilization schedule. Inspect periodically to evaluate the response to the fertilization schedule and make adjustments as necessary.

Weeds will be a continuous problem, more so during the early stages before plantings become fully established, and to a lesser degree thereafter. Keep all areas free of weeds.

Association Maintained Turf
Important Information
• Pests. Control animal burrowing.

• Drainage. Do not allow water to drain or flow over slopes, as this will cause erosion.

Recommended Maintenance Tasks
Mow grass (turf) areas. Gather and dispose of leaves and trash from planting areas. Remove turf as needed, by hand or spraying, from within 12 inches of tree trunks to eliminate potential damage from mowers and string trimmers.

Edge grass (turf) areas.

Cut back excess ground cover to prevent “choking” of adjacent trees and shrubs.

Apply fertilizers to replenish soil nutrients required for healthy turf and plant growth. Fertilization is usually best done in March, May, July and September.

Remove weeds. Periodically apply appropriate herbicides to control unwanted weeds and grasses.

Aerate and vertically mow turf areas to relieve soil compaction and thatch buildup, allowing air and water to reach the root system.

Apply insecticides for control of aphids, snails, etc.

Frequency
Weekly

Twice per month

Quarterly and as needed

Four times a year or per
landscaper recommendations

Twice per year and as needed

Annually
As needed.

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Effects of Deferred Maintenance
Failure to provide adequate maintenance may result in the deterioration of turf and ground cover, as well as a poor appearance. Soil erosion may develop in areas where ground cover and other plant life have deteriorated.

Lighting

The area lights around Willow Glen are for the safety of residents and guests, and may be used to add beauty to the community as well. Lighting fixtures may be installed on the building, poles, along walkways, or incorporated into the landscape design. They may be controlled by timers or photo cells mounted on nearby buildings or on the light unit itself.

Important Information

• Water. Keep water off the units as much as possible. Ensure that gutters direct water to proper drainage paths, and that drainage does not occur on or around the light fixtures. • Use Proper Lamps. Do not exceed the lamp wattage recommended for the fixture. The heat from confined high wattage bulbs can damage the fixture encasement. Use exterior light bulbs for exterior fixtures, and use wet location light bulbs appropriately. • Servicing. When servicing lighting in areas with like fixtures, make note of the installation date and change all lamps when failures begin and meet expected lamp life. This will save in costly labor to restage for one fixture at a time.

Recommended Maintenance Tasks
Inspect for and replace burned out bulbs. Replacement types must be the same type as the old bulb.

Clean the encasement and fixture so light can shine at full illumination.

Check pole lighting for rust or corrosion, particularly at the bases, and repair as necessary. Examine the attachment belts and hardware as well.

Ensure that lighting timers are properly adjusted for the required time periods.

Trim tree branches that block the illumination from the pole mounted lighting.

Paint the
poles.

Frequency
Monthly and as needed

Quarterly

Twice per year, when the time
changes
As needed

Every 3-5 years.

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Effects of Deferred Maintenance
Failure to provide the maintenance required may c ause danger if proper illumination is not maintained. Water and lack of cleaning diminishes the attractiveness and function of this feature.

DRAINAGE AND GRADING: GENERAL RECOMMENDATIONS
Proper maintenance of the drainage and irrigation components is a critical part of the long-term protection of not only the community as a whole, but of the individual homeowner's property as well. Neglected or poor maintenance may result in moisture intrusion into the buildings or site components, as well as soil erosion and improper drainage.

Maintain proper drainage and grading to best protect the landscape and community buildings from water damage.

Water is the #1 potential hazard to the community! Be sure to keep the adjacent grade sloped away from the buildings to allow water to drain properly.

The community has been graded to facilitate drainage of water to the street or other approved drainage structures. It is essential to maintain a proper grade and drainage to prevent pooling that could affect foundation slabs. Furthermore, the Homeowners Asso ciation could be liable for any damage from water diverted to private property.

Important Information
• Drainage Outlets. Maintain outlets at drainage flow lines where fences or walls cross them. Maintain drainage-to-drainage flow lines at planters and planter areas. • Maintain the Grade. Be sure to keep the grade sloped away from building foundations per local codes {typically a slope of 2% to 5%). Additionally, keep so il a minimum of four inches below the floor level and the base of siding and stucco ( some experts recommend six to eight inches}. Check local codes to see what is required for the city or county the community is located in. • Area Drains. Area drains may be a part of the drainage system and are installed to

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remove excess surface water from the landscape. It is important to keep them free from blockage in order to prevent clogging and flooding. Wood chips may float up and block drains; consider using landscaping stones for 2-3' around drains if wood chips are used in a landscaped area.

• Drainage and Foundations. Keep plants that require heavy watering away from foundations.
• Preserve Drainage Design. Landscape or hardscape additions that change slopes or grades can affect drainage. Many communities are designed to drai n water from yard to yard. If the Homeowners Association installs landscape or hardscape patios, walkways, or walls) th at interferes with this flow, the Homeowners Association could crea te a significant problem and be liable for damage. Always consult an expert when work affects drainage. • Burrowing Animals. Animals that burrow can leave holes and loose soil that may lead to erosion. Inspect regularly for rodents and burrows in the landscaping, treat the problem, and immediately repair any damage that has been left.

Caution: Homeowners are often the eyes and ears of the community . Educate homeowners to report common area landscaping, drainage or irrigation problems to their Homeowners Association representative immediately.

Caution: Clear clogged drainage pipes immediately!

Effects of Deferred Maintenance

Landscape drain blockages may lead to flooding in lower ground areas, surrounding lawns, or plants. Severe flooding may also affect nearby hardscape or structures, as well as contribute to soil erosion.

Recommended Maintenance Tasks
Inspect drains, inlets, and catch basins for blockages, Check downspouts carrying water from roof gutters to ensure drainage is directed to appropriate drains.

Examine surface swales to ensure that they are draining freely to catch basins and/or drain inlets with no blockage or ponding. Maintain a minimum grade of 2%. Repair conditions that limit surface drainage.

Trim ground cover and remove debris around drain inlets and swales.

Clean out inlets, catch basins, and drainage lines to keep them free of debris.

Inspect to ensure that the grade slopes away from building foundations to prevent water accumulation. Reslope the grade as needed.

Ensure that the grade is kept below the level of the stucco weep screeds, masonry wall flashings, etc. to prevent water infiltration into buildings.

R ild d d
Frequency
Monthly in dry seasons/weekly
in wet seasons

Monthly

Quarterly and as needed
Twice per year

Annually

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EXPANSIVE SOILS
Some communities have "expansive" soils, meaning the soil is subject to expansion and contraction due to changes in moisture content. Because of this, overwatering can crack building foundations and damage exterior improvements. Therefore, it is important to carefully monitor watering patterns and make sure drains are installed and working properly.

While foundations and slabs are designed with sufficient strength for a reasonable level of volume change, it is important to minimize the moisture fluctuations in the soil under and around buildings.

For future exterior alterations and improvements, it is extremely important to consult a licensed soils expert to test the degree of expansiveness and to design improvements accordingly. The builder has control over the quality of materials, construction procedures, and labor used in any improvement made. Be certain that appropriate design and construction criteria are incorporated and followed.

STORM DRAINS
Storm drains carry away large quantities of runoff water from storms, irrigation, or other water sources from the paved surface areas within the community.

Storm Drain Inlet
Important Information
• Learn About Water Pollution Prevention. If the Builder did not provide information specific to Enclave 66, consult the website for the city or county where the community is located for tips about preventing storm water pollution. The Environmental Protection Agency website is another excellent resource for learning about and identifying Storm Water Pollution Prevention measures and requirements and can be found at www.epa.gov . Some suggestions for preventing storm water pollution can also be found on following pages of this guide.

Determine Who is Responsible. Consult with local governing authorities for storm drain maintenance requirements specific to the county or city where the community is located. Some storm drains are maintained by the City or County, while others are the responsibility of the community. It is important that the Homeowners Association know who is responsible for the storm drains in Enclave 66.

Recommended Maintenance Tasks
Visually inspect storm drains for obstructions.

Remove dirt, mud, and debris to keep drain clear.as needed.

Frequency
Quarterly and at beginning of
rainy season
As needed

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Effects of Deferred Maintenance
Failure to maintain the storm drains may result in flooding of the community in the event water does not properly drain. Improperly maintained storm drains may also cause harm to the environment if polluted runoff water is not properly managed.

STORM WATER POLLUTION PREVENTION
It is the Homeowners Association's responsibility to properly dispose of contaminants that may harm the quality of the ocean, rivers, lakes, and water supplies.

The following information is excerpted from the Environmental Protection Agency publication titled "10 Things You Can Do to Prevent Stormwater Runoff Pollution."
Ways to Prevent Water Pollution
• Wash automobiles at a car wash instead of in the driveway. • Avoid pesticides; learn about Integrated Pest Management (1PM). • Vegetate bare spots in l andscaping.
• Compost yard waste.
• Use fertilizers sparingly and sweep up driveways, sidewalks, and roads. • Direct downspouts away from paved surfaces.
• Pick up after pets.
• Never dump anything down storm drains.
• Inspect for automobile leaks and recycle motor oil.

Additional Information
Contact the local Regional Water Quality Board and ask to speak with someone about storm water pollution control programs. Go to the Envi ronmental Protection Agency's webs ite for additional information and resources at www.epa.gov .

ENTRYWAY
The community's entryway is the first impression residents, visitors, and prospective buyers receive. "Curb appeal" is an important factor in maintaining property values. It is important to maintain a neat appearance.

Flowers may be planted to add color. Be sure to inspect this area on walk-throughs.

Recommended Maintenance Tasks
Sweep or use a leaf blower to clear the area of debris.

Replant flowers to maintain a fresh, bright appearance, in keeping with the original landscape plan.

Paint and touch up the community’s monument sign.

Frequency
Weekly
Quarterly

Every 2-3 years and as needed

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SITE AMENITIES - Park
A variety of decorative products may have been installed to add to the style of the Park and make the community a pleasant and comfortable place for residents and guests to enjoy.

These products are manufactured off-site and are not integral to the preservation and functionality of the building(s) and site and are not a factor in consideration of health and safety issues. Examples of such products are: benches, and playground equipment.

Inspect these items as part of the Board or maintenance staff's periodic walk-through of the community and make repairs or replacements as needed. Include the cleaning of these compo nents in the community's regular cleaning schedule.

Refer to the manufacturer's documentation for each product for special instructions pertaining to cleaning, maintenance, and use of the components.

Recommended Maintenance Tasks – Units 1 and 2
Clean site amenities and decorative products as part of routine leaning, per the product manufacturer’s recommendation.

Mow grass and blow off sidewalks, curbs and gutters.

Remove any weeds over 2” high or wide from shrub beds.

Replace any bark that has been knocked out of planters and smooth mulch layer if it has been disturbed.

Treat any grass, shrubs, or trees with signs of disease or pest infestation.

Replace dead plants.

Prune low-hanging branches that interfere with safe use of the park.

Look for breaks or other damage to irrigation. Make emergency repairs and make requests to HOA for authorization to make substantial permanent repairs.

Empty trash cans.

Check depth of mulch in shrub beds and top off to 3” where not fully covered by plant material.

Check lighting to confirm in good working order, report problems to HOA.

Adjust irrigation timer to reflect season and city watering schedule.

Run turf sprinklers to eliminate any overthrow onto sidewalks or roads.

Fertilize shrub beds with granular fertilizer, submit receipts for materials to HOA.

Frequency
Weekly

Weekly

Weekly
Weekly

Weekly

Weekly
Weekly

Weekly
Quarterly

Quarterly

Quarterly
Quarterly

Quarterly

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PLAY STRUCTURE
The play structure is available for children to enjoy. The structure was designed for safety and includes sand, bark, or other material to cushion falls. This component requires little maintenance; however, it should not be neglected.

Play Structure –
Small Pyramid

Multi-Spring Shuttle
Recommended Maintenance Tasks
Winter: Prune trees if needed.

February: Fertilize turf with combination fertilizer and pre-emergent herbicide (“weed and feed”). Submit fertilizer material receipts for reimbursement. Post signs indicating when people can re-enter the turf areas.

March: Flush out irrigation system and check for proper operation of each valve. Replace or clean plugged nozzles.

October: Check Polar blanket on backflow preventer and prepare irrigation system for winter.

Frequency
Annually
Annually

Annually

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Panels
Important Information

Playground Cushion Depth. The depth typically required for playground sand, bark, or other cushioning material is 12 inches. Playground equipment to be installed per manufacturer’s instructions and maintained per manufacturer’s instructions for safety.

Effects of Deferred Maintenance
Neglected maintenance of the recreation equipment can lead to early replacement, higher overall maintenance costs, an unsightly appearance, and an increased risk of injury.

Recommended Maintenance Tasks
Clean the area of any debris, especially that which may be a danger to children.

Inspect and tighten bolts. Ensure that there are no sharp edges or protruding bolt ends.

Check and replace sand, bark, or other cushioning material as needed.

Ensure that all protective surfacing extends at least six feet in all directions from the playground equipment.

Examine and touch up the painted portions of the equipment.

Frequency
2-3 times per week by
committed

Monthly

Twice per year

Annually and as needed

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FRONT YARDS
To keep the community consistently maintained, the HOA will be maintaining the front yards of the homes.

ASPHALT – Private Streets
The streets within the Enclave 66 subdivision are Private Streets so the streets will be maintained by the HOA. Asphalt is defined as the "black top" street surface running throughout the community.

This section is placed within the front yard section of the document with no maintenance Recommended Maintenance Tasks
Mow grass and blow off sidewalks, curbs and gutters.

Remove any weeds over 2” high or wide from shrub beds.

Replace any bark that has been knocked out of planters and smooth mulch layer if it has been disturbed.

Treat any grass, shrubs, or trees with signs of disease or pest infestation.

Replace dead plants.

Look for damage to irrigation system, make emergency repairs and make requests to HOA for more substantial or permanent repairs.

Hand water any plants under stress.

Check depth of mulch in shrub beds and top off to 3” where not fully covered by plant material.

Trim shrubs as needed to control size and shape. Do not sculpt or pom- pom, do not trim unless necessary.

Adjust irrigation timer to reflect season and city watering schedule.

Fertilize shrub beds with granular fertilizer, submit receipts for materials to HOA.

Frequency
Weekly
Weekly

Weekly

Weekly
Quarterly

Quarterly

Quarterly
Quarterly

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notes. Please add recommendations of maintenance.

Asphalt Surface

Important Information
• Overspray. Protect from irrigation overspray and runoff.

• Cleansers. Avoid using car wash cleansers, as they can deteriorate the asphalt.

• Oil. Protect asphalt from oil, gasoline, and diesel fuel.

Effects of Deferred Maintenance
Because the streets within the Enclave 66 community ar e Private Streets, it is very important that the Board and maintenance staff ensure th at the private streets are properly maintained. Failure to provide adequate maintenance results in premature failure of the asphalt system. Always use qualified vendors and subcontractors.

CONCRETE
The concrete surfaces include driveways, walkways, curbs, gutters, and drains alongside the roads. Promptly repair walkways with hazards such as lifting, and pondi ng of water to reduce liability for the Association.

Recommended Maintenance Tasks
Inspect the surface’s general condition. Check for ponding and correct as needed.

Seal coat.

Examine for signs of deterioration. Repair as necessary Frequency
Regularly

Every 3-5 years
Annually
Recommended Maintenance Tasks
Winter: Prune trees if needed.

March: Flush out irrigation system and check for proper operation of each valve. Replace or clean plugged nozzles.

Frequency
Annually

Annually

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Concrete Surfaces
Important Information
• Prevent Staining. Use concrete cleaners to remove grease/o il spots from driveways with concrete cleaners.
• Expansion and Settling. Concrete is a very hard type of ma terial. However, small cracks due to expansion and settling are common . Seal cracks to prevent water penetration that can worsen the condition.
• Prevent Heavy Loads. Do not permit heavy equipment, such as concrete trucks or moving vans, to drive on the concrete, as it was not designed for heavy loads. • Joints. The joint filler in the expansion joints will dete riorate over time. The life of the filler may be dependent on environmental conditions such as the am ount of rain or ultra violet radiation, or the amount of movement. Failure to repl ace these deteriorated joints will allow water to enter the joints, eventually undermining the soils under the slab, which will cause these sections of concrete to shift.

Effects of Deferred Maintenance
Failure to adequately maintain the concrete around the community may create safety hazards. Serious cracks or fissures in walkways that remain unrepaired are a potential liability to the Association.

WALLS AND FENCING: OVERVIEW
There are several different types of walls and fencing found on residential properties. Each type requires different maintenance tasks and frequencies. However, no matter what kind of walls and fencing is installed, there are some common guidelines.

General Guidelines
Recommended Maintenance Tasks
Inspect periodically for chipping and patch as necessary. This helps prevent trip hazards and the collection of debris in depressions.

Frequency
Every 5 years and as needed
Recommended Maintenance Tasks
Check concrete for lifting, separating and cracking, which can create a safety hazard resulting in liability. Determine if the cause of this condition may be related to roots that should be controlled or removed, or a drainage-related concern. Resolve the contributing factors to prevent future problems.

Clean walkways to remove any debris.

Hose off walks. Schedule to coincide with mowing or other maintenance occurring in the area.

Frequency
Annually

Weekly and as needed

Quarterly and as needed

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• Trim Landscape. Keep landscaping trimmed away from walls and fencing. • Do Not Change the Grade. The grade of the ground next to a wall or fence has been designed by an engineer. Changes may cause tilting and cracking, or cause wood fencing that comes in contact with soil to rot.

Caution: As much as possible, keep sprinklers directed away from the walls and fencing. Prevent water from ponding near walls and fencing. Water, especially reclaimed water, can cause premature deterioration of the wall and fencing materials.

BLOCK WALLS
Block walls are constructed of masonry block and backfill to prevent erosion through the wall. The wall may be constructed of individual mortared or interlocking blocks, or through larger sets of pre-constructed block.

Important Information

• Water Accumulation. Water damage from improper drainage and ponding on the top and at the back of the wall can weaken the integrity of the wall a nd is the biggest threat to a retaining wall. Check the wall regularly until surrounding land scape is fully developed, to ensure that water is draining properly. • Efflorescence. Efflorecence is a deposit of water-soluble salts that sometimes forms on the surface of masonry. Some cases are a result of the construc tion process and can usually be washed away with a hose. Persistent efflorescence can be cleaned with a chemical cleaner such as a mild solution of muriatic acid (one part muriatic acid to 12 parts water). If e fflorescence persists after cl eaning, it may be wise to have it inspected by a professional to determine if water has penetrated the wall cavity. • Cracking and Spalling. If cracking or spalling (cracking or flaking particles from the surface) appears in the block, identify the cause. Some cracking is simply a character feature of these components, and others should be further investigated and repaired . If mortared, replacing cracked or spalled blocks involves the removal of the mortar around the component, removal of the component itself, and thorough cleaning of the cavity prior to installing th e replacement component. If preconstructed sheets or an interlocking design, replacement and wall repair should be performed by a professional mason.

Effects of Deferred Maintenance
Failure to maintain or lack of controlling unnecessary water, soil buildup, and adjacent plantings may result in premature deterioration of wall ma terials, as well as a poor appearance.

Recommended Maintenance Tasks
Inspect walls for structural integrity, tilting, and cracking. Repair as needed.

Clean wall with a light pressure wash.

Check the top of the wall for cracking and non-sloped surfaces that may retain water, and repair as necessary.

Examine to ensure that drains or weeps in the base of walls are clear of debris and free to drain.

Frequency
Annually and after storms
Annually and as needed
Annually

Annually and after storms

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Maintenance Log and Reports

The Maintenance Log and Reports serve as permanent, comprehensive inspection and maintenance records for the systems and components in the community that are addressed in this guide. They are an exact representation of all of the content found in the recommended maintenance tables throughout the guide.

Note: Portable Document Format (PDF} files of the log and report s are to be provided monthly by the HOA to the Board.

The Master Maintenance log requires legal size paper for printing; the Maintenance Reports can be printed on regular, letter size paper. The Master Maintenance log is also a filla ble form that can be saved to your computer and filled in electronically. Acrobat Reader is required on your computer to access the PDF forms Note: During the early years of the community, less maintenance may be required. For example, trees may not require pruning. As components age, more frequent service will be needed. However, regular inspections must be conducted to determine the need for maintenance.

Master Maintenance Log

The Master Maintenance Log is a spreadsheet that lists all of the recommended maintenance tasks in the maintenance guide. It organizes each maintenance task that should be done in each time period (weekly, monthly, quarterly, annually, etc.), and provides space to record the date of service, as well as for any additional notes.

The Master Maintenance Log for Enclave 66 is to be provided by the HOA. The Master Maintenance Log file can be saved to a computer and filled in electronically using Acrobat Reader, or it can be printed on legal size paper and filled in manually. The Board is encouraged to use the Master Maintenance Log in conjunction with the Maintenance Reports as the Master Maintenance Log documents all service information submitted in the Maintenance Reports.

Used in conjunction with the Maintenance Reports, the Master Maintenance Log aids the Board and maintenance manager(s) in tracking and evaluating the status of the maintenance program for the entire community.

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REFERENCES

HOA Landscape Maintenance Responsibilities – Units 1 and 2 and provided by:

Sierra Designs, Inc.
113 N. Church Street, Suite 307
Visalia, CA 93291
559-733-3690
California License 2455 and 2409

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11.M.

AGENDA

STAFF REPORT

MEETING DATE: 7/18/2023 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval of the Final Map and Subdivision Agreement for Tract No. 915, Unit No. 2, with Enclave Developers, LLC, and accept all easements and dedications offered for public use; and adopt the attached Resolution 23-25-R Annexing Additional Properties to Assessment District No. 19-02; and adopt the attached Resolution 23-24-R Restructuring Properties within Assessment District No. 19- 02; and accept the attached Enclave 66 Hanford Homeowners Association Maintenance Manual for Tract No. 915, Unit No.

RECOMMENDATION:

1. Approve the Final Map and Subdivision Agreement for Tract No. 915, Unit No. 2, with Enclave Developers, LLC, and accept all easements and dedications offered for public use; and

2. Adopt the attached Resolution 23-25-R Annexing Additional Properties to Assessment District No. 19-02; and

3. Adopt the attached Resolution 23-24-R Restructuring Properties within Assessment District No. 19-02; and

4. Accept the attached Enclave 66 Hanford Homeowners Association Maintenance Manual for Tract No. 915, Unit No. 2.

BACKGROUND:

The final subdivision map for Tract No. 915, Unit No. 2, Enclave Developers, LLC subdivision, a 39- lot subdivision located as shown on the attached map, has been checked and approved by staff. The developer of Tract No. 915, Unit No. 2 Subdivision is Enclave Developers, LLC. All required fees have been paid, and proper improvement security bonds for all required subdivision improvements has been posted in accordance with the attached Subdivision Agreement, which has been reviewed and approved by the Public Works Department and signed by the developer. The bonds are attached for council review.

The Tract conditions of approval require the lots of the subdivision to be included within Landscape Assessment District (LAD) 19-02, for purposes of funding maintenance of neighborhood park improvements and landscape, irrigation, and decorative block wall improvements. The adoption of Resolution No. 23-25-R will annex the LAD areas shown in the attached exhibit, and Resolution No. 23-24-R will restructure the LAD. The restructuring of LAD 19-02 to include Unit 2 of Tract 915 will not result in an increase of landscape assessment to existing homeowners within the District. The Tract 915-2 LAD Engineer Report is attached for council review.

Enclave 66 Hanford Homeowners Association Maintenance Manual has been reviewed by City Staff for Unit No. 2 and is recommended for approval by Council. The HOA Manual is attached for council

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review.

FISCAL IMPACT:

ATTACHMENTS:

1. Tract 915-2 Final Map

2. Tract 915-2 SDA

3. Tract 915-2 Bonds

4. Tract 915-2 LAD Exhibit

5. Tract 915-2 LAD Ballot

6. Tract 915-2 (23-25-R) Annexation

7. Tract 915-2 (23-24-R) Restructure

8. Tract 915-2 LAD Engineer Report

9. Tract 915-2 HOA Maintenance Manual

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N0° 05' 27"W 760.78'
N89° 54' 33"E72.00'
Δ=90°00'00"R=30.00'L=47.12' N89° 54' 33"E 361.23'S0° 00' 00"E 12.00'S89° 54' 33"W 360.38'S44° 54' 32"W 26.63' S0° 05' 27"E 365.92'
S45° 05' 27"E 21.90'S44° 54' 33"W 2.00'S0° 05' 27"E 7.07'S89° 54' 33"W 7.07'N45° 05' 27"W 26.87' N0° 05' 27"W 371.72'
N89° 54' 33"E 7.07'S0° 05' 27"E 7.07'S45° 05' 27"E 2.00'S44° 54' 33"W 21.90' S0° 05' 27"E 308.45'
S89° 55' 56"W 12.00'
N0° 05' 27"W 313.42'
N44° 54' 33"E 26.87'

72.00'N89° 55' 56"E
324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com CENTER SECT. 34-18/21
LANDSCAPE & LIGHTING ASSESSMENT DISTRICTEXHIBITSCALE: 1" = 100'7/3/2023PROJ. NO. 22160 100' 100'

PROPOSED LANDSCAPE &LIGHTING DISTRICT AREA
S. LINE NE1/4 SECT. 34-18/21
W. LINE NE1/4 SECT. 34-18/21
LEGEND

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CITY ATTORNEY
CITY OF HANFORD 1
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RECORDING REQUESTED BY:

CITY OF HANFORD
WHEN RECORDED RETURN TO:

CITY CLERK

CITY OF HANFORD
319 North Douty Street
Hanford, California 93230

RESOLUTION NO. 23-25-R

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HANFORD

ANNEXING ADDITIONAL PROPERTIES TO ASSESSMENT DISTRICT
NO. 19-02, AND CONFIRMING LEVY AND COLLECTION OF ANNUAL ASSESSMENTS FOR TRACT NO. 915, ENCLAVE 66, LLC. DEVELOPMENT.

(Assessment District Annexation No. 19-02-A)

At a regular meeting of the City Council of the City of Hanford, duly called and held on July 18, 2023, it was moved by Council Member , seconded by Council Member , and duly carried that the following resolutions be adopted:

WHEREAS, the City Council of the City of Hanford previousl y adopted Resolution 19-31-R ordering the formation of Assessment District No. 19-02 (“District”), for Tract No. 915 Enclave 66 subdivision in the City of Hanford, County of Kings, California;
WHEREAS, the a dditional territory proposed to be annexed into t he District includes properties known as Tract No. 915 Unit II Enclave 66, (“Additional Properties”); WHEREAS, the annexation of Additional Properties into the District will provide for maintenance of the following improvements:

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CITY ATTORNEY
CITY OF HANFORD 2
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1. Decorative block wall fencing and l andscape & irrigation system improvements located along Millennium Drive and Aquifer Drive, located adjacent to Tract No. 915 Unit II.

WHEREAS, the owners of all land within the boundaries of the District and the Additional Properties have filed their consent to annexation of the Additional Properties into the District, and have also consented to adoption of the Engineer’s Report and the levy of assessments identified therein.

WHEREAS, the owners of the Additional Properties, including the o wners of such lots and parcels as shall be created therefrom, should share in the cost of maintaining the District improvements through payment of District assessments.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Hanford hereby orders the annexation of the Additional Properties as shown and described in the Engineer’s Report into the District, so that the District henceforth shall include the Additional Properties, including such lots and parcels as shall be created therein, so that the owners thereof shall share in the cost of maintenance of the public improvements located within the District and on the Additional Properties; and, RESOLVED FURTHER, that the City Council of the City of Hanford hereby confirms the diagram and assessments for the District contained in the Engineer’s Report, and levies such assessments for the Fiscal Year 2022-2023; and, RESOLVED FURTHERMORE, commencing with the calendar year 2024, and January 1 of each calendar year (“Adjustment Date”) thereafter during the life of the District, the Total Annual Subdivision Assessment amount for the next calendar year shall be an amount equal to the greater of:

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(i) the Total Annual Subdivision Assessment amount in effect immediately prior to the Adjustment Date; or
(ii) the product obtained by multiplying the Total Annual Subdivision Assessment in effect immediately prior to the Adjustment Date by a fraction, the numerator of which is the Index published nearest but prior to the Adjustment Date and the denominator of which is the Index published nearest but prior to January 1 of the first year the Subdivision Assessment became effective.

Passed and adopted at a regular meeting of the City Council of the City of Hanford on July 18, 2023, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

Travis Paden
MAYOR of the City of Hanford

Attest:

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NATALIE CORRAL

CITY CLERK

STATE OF CALIFORNIA)
COUNTY OF KINGS ) ss

Date:

City Clerk

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Hanford City CouncilJuly 18, 2023

Hanford City Council
July 18, 2023