Agenda packet — Rancho Cordova City Council, May 16, 2022 (part 9 of 21)

EXHIBIT B

CITY OF RANCHO CORDOVA

ARISTA DEL SOL
COMMUNITY FACILITIES DISTRICT NO. 2022-1

COST ESTIMATES
The following is a summary of the estimated costs of acquisition and construction of the Facilities. In addition to the acquisition and construction costs, the City will finance bond and other debt issuance costs, capitalized interest, a debt service reserve fund, the costs of forming the CFD and other costs associated with the sale of bonds and annual administration of the CFD.

Facilities Estimated Cost Per Lot
Park (2.2 Acres) $1,350
North Lanes of Chrysanthy Blvd $10,121
Americanos Blvd $4,318
In-tracts $26,316
Total Per Lot $42,105
Total (741 Lots) $31,200,000
Fees Estimated Cost Per Lot
Transportation Impact Fee $1,231
Sunrise Douglas Community Plan Roadway Impact Fee $9,288 City Supplemental Transportation Fee $3,220
Park Renovation Fee $1,193
Sunrise Douglas Park Fee $1,500
Sacramento County Water Agency Zone 40 Water Fee $17,601 Total Per Lot $34,033
Total (741 Lots) $25,220,000
Grand Total – Facilities And Fees $56,420,000
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EXHIBIT C

CITY OF RANCHO CORDOVA

ARISTA DEL SOL
COMMUNITY FACILITIES DISTRICT NO. 2022-1

RATE AND METHOD OF APPORTIONMENT OF SPECIAL TAX
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IA No. 1 of Arista del Sol CFD No. 2022-1 1 December 3, 2021 IMPROVEMENT AREA NO. 1 OF THE

CITY OF RANCHO CORDOVA

ARISTA DEL SOL
COMMUNITY FACILITIES DISTRICT NO. 2022-1

RATE AND METHOD OF APPORTIONMENT OF SPECIAL TAX
A Special Tax applicable to each Assessor’s Parcel in Improvement Area No. 1 of the City of Rancho Cordova Arista del Sol Community Facilities District No. 2022-1 shall be levied and collected according to the tax liability determined by the City Council through the application of the appropriate amount or rate for Taxable Property, as described below. All of the property in Improvement Area No. 1, unless exempted by law or by the provisions of Section G below, shall be taxed for the purposes, to the extent, and in the manner herein provided, including property subsequently annexed to Improvement Area No. 1 unless a separate Rate and Method of Apportionment is adopted for the annexation area.

A. DEFINITIONS
The terms hereinafter set forth have the following meanings:
“Acre” or “Acreage” means the land area of an Assessor’s Parcel as shown on an Assessor’s Parcel Map, or if the land area is not shown on an Assessor’s Parcel Map, the land area shown on the applicable Final Map or other parcel map recorded at the County Recorder’s Office. “Act” means the Mello-Roos Community Facilities Act of 1982, as amended, being Chapter 2.5, (commencing with Section 53311), Part 1, Division 2 of Title 5 of the Government Code of the State of California.
“Administrative Expenses” means any or all of the following: the fees and expenses of any fiscal agent or trustee (including any fees or expenses of its counsel) employed in connection with any Bonds, and the expenses of the City in carrying out its duties with respect to Improvement Area No. 1, the CFD and the Bonds, including, but not limited to, the levy and collection of Special Taxes, the fees and expenses of its counsel, charges levied by the County in connection with the levy and collection of Special Taxes, costs related to property owner inquiries regarding the Special Tax, costs associated with appeals or requests for interpretation associated with the Special Tax and this RMA, amounts needed to pay rebate to the federal government with respect to Bonds, costs associated with complying with continuing disclosure requirements for the City and any major property owners or other obligated parties, costs associated with foreclosure and collection of delinquent Special Taxes, and all other costs and expenses of the City and County in any way related to the establishment or administration of Improvement Area No. 1 and the CFD.
“Administrator” shall mean the person or firm designated by the City to administer the Special Tax according to this RMA.
“Assessor’s Parcel” or “Parcel” means a lot or parcel shown on an Assessor’s Parcel Map with an assigned Assessor’s Parcel number.

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IA No. 1 of Arista del Sol CFD No. 2022-1 2 December 3, 2021 “Assessor’s Parcel Map” means an official map of the County Assessor designating Parcels by Assessor’s Parcel Number.
“Authorized Facilities” means the public facilities authorized to be financed, in whole or in part, by the CFD.
“Base Special Tax” means, for any Land Use Category, the applicable Special Tax initially identified in Table 1 in Section C, as may be adjusted pursuant to Sections D or H herein. “Bonds” means bonds or other debt (as defined in the Act), whether in one or more series, secured by the Special Tax and issued or assumed by or for Improvement Area No. 1 to fund Authorized Facilities.
“Building Permit” means a permit that allows for vertical construction of a building or buildings, which shall not include a separate permit issued for construction of the foundation thereof.
“Capitalized Interest” means funds in any capitalized interest account available to pay debt service on Bonds.
“CFD” means the City of Rancho Cordova Arista del Sol Community Facilities District No. 2022-1.
“CFD Formation” means the date on which the Resolution of Formation to form the CFD and Improvement Area No. 1 was adopted by the City Council. “City” means the City of Rancho Cordova.
“City Council” means the City Council of the City of Rancho Cordova. “County” means the County of Sacramento.
“Developed Property” means, in any Fiscal Year, all Parcels of Taxable Property that are not Taxable Owners Association Property, Taxable Public Property, or Taxable Welfare Exemption Property for which a Building Permit for new construction was issued prior to June 1 of the preceding Fiscal Year.
“Development Class” means, individually, Developed Property, Final Map Property, Undeveloped Property, Taxable Owners Association Property, Taxable Public Property, and Taxable Welfare Exemption Property.
“Expected Land Uses” means the number of Residential Units and the Acreage of Other Property expected within Improvement Area No. 1 at CFD Formation, as identified in Attachments 1 and 2 of this RMA. Pursuant to Section D of this RMA, the Administrator shall update Attachment 2 each time there is a Land Use Change. Such update(s) shall be maintained internally by the Administrator and shall not require recordation of an amended RMA.

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IA No. 1 of Arista del Sol CFD No. 2022-1 3 December 3, 2021 “Expected Maximum Special Tax Revenues” means the aggregate Special Tax that can be levied based on application of the Base Special Tax to the Expected Land Uses. The Expected Maximum Special Tax Revenues at CFD Formation are shown in Attachment 2 and may be revised pursuant to Sections D or H herein. Such update(s) will be maintained internally by the Administrator and will not require recordation of an amended RMA. “Final Map” means a final map, or portion thereof, approved by the City or County pursuant to the Subdivision Map Act (California Government Code Section 66410 et seq) that creates SFD Lots. The term “Final Map” shall not include any large-lot subdivision map, Assessor’s Parcel Map, or subdivision map or portion thereof, that does not create SFD Lots, including Assessor’s Parcels that are designated as remainder parcels.
“Final Map Property” means, in any Fiscal Year, all SFD Lots created within Final Maps that had recorded prior to June 30 of the preceding Fiscal Year and which have not yet become Developed Property.
“First Bond Sale” means issuance of the first series of Bonds secured, in whole or in part, by Special Taxes levied and collected from Parcels in Improvement Area No. 1. “Fiscal Year” means the period starting July 1 and ending on the following June 30. “Improvement Area No. 1” means Improvement Area No. 1 of the CFD. “Improvement Fund” means the account (regardless of its name) identified in the Indenture to hold funds that are available for expenditure to acquire or construct Authorized Facilities. “Indenture” means the bond indenture, fiscal agent agreement, trust agreement, resolution or other instrument pursuant to which Bonds are issued, as modified, amended, and/or supplemented from time to time, and any instrument replacing or supplementing the same. “Land Use Category” means the categories of land use identified in Table 1 in Section C below.
“Land Use Change” means a proposed or approved change to the Expected Land Uses after CFD Formation, including changes to the Lot Category designation for SFD Lots. “Lot Category” means, individually, Lot Category A, Lot Category B, and Lot Category C. “Lot Category A” applies to SFD Lots within the portion of Improvement Area No. 1 in which an average lot size of 40’x105’ was anticipated at CFD Formation, as identified in Attachment 1 hereto. Changes to such designation shall be considered a Land Use Change, and the Administrator shall apply Section D herein each time such a Land Use Change occurs. “Lot Category B” applies to SFD Lots within the portion of Improvement Area No. 1 in which an average lot size of 45’x105’ was anticipated at CFD Formation, as identified in Attachment 1.

Changes to such designation shall be considered a Land Use Change, and the Administrator shall apply Section D herein each time such a Land Use Change occurs.

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IA No. 1 of Arista del Sol CFD No. 2022-1 4 December 3, 2021 “Lot Category C” applies to SFD Lots within the portion of Improvement Area No. 1 in which an average lot size of 55’x105’ was anticipated at CFD Formation, as identified in Attachment 1 hereto. Changes to such designation shall be considered a Land Use Change, and the Administrator shall apply Section D herein each time such a Land Use Change occurs. “Maximum Special Tax” means the greatest amount of Special Tax that can be levied on a Parcel in any Fiscal Year, as determined in accordance with Sections C and D below. “Other Property” means any Parcel of Developed Property in Improvement Area No. 1 that does not fit within the definition of Single Family Attached Property or Single Family Detached Property.
“Owners Association” means a homeowners association or property owners association that provides services to, and collects assessments, fees, dues, or charges from, property within Improvement Area No. 1.
“Owners Association Property” means any property within the boundaries of Improvement Area No. 1 that is owned in fee or by easement by an Owners Association, not including any such property that is located directly under a residential structure. “Proportionately” means, for each Development Class, that the ratio of the actual Special Tax levied in any Fiscal Year to the Maximum Special Tax authorized to be levied in that Fiscal Year is equal for all parcels assigned to the Development Class. “Public Property” means any property within the boundaries of Improvement Area No. 1 that is owned by the City, federal government, State of California or other public agency. “Required Coverage” means the amount by which the Expected Maximum Special Tax Revenues must exceed the Bond debt service and priority Administrative Expenses (if any), as set forth in the Indenture, Certificate of Special Tax Consultant, or other formation or bond document that identifies the minimum required debt service coverage. “Residential Unit” means an SFD Unit or an individual residential unit within a duplex, halfplex, triplex, fourplex, townhome, live/work or condominium structure. A second unit (granny flat) that shares a Parcel with an SFD Unit will not be considered a Residential Unit for purposes of levying the Special Tax.
“RMA” means this Rate and Method of Apportionment of Special Tax. “SFA Unit” means an individual Residential Unit on a Parcel of Single Family Attached Property.
“SFD Lot” means an individual residential lot, identified and numbered on a recorded Final Map, on which a Building Permit has been or is permitted to be issued for construction of an SFD Unit without further subdivision of the lot and for which no further subdivision of the lot is anticipated pursuant to an approved Tentative Map.

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IA No. 1 of Arista del Sol CFD No. 2022-1 5 December 3, 2021 “SFD Unit” means a residential unit that does not share a common wall with another residential unit.
“Single Family Attached Property” means, in any Fiscal Year, all Parcels of Developed Property for which a Building Permit was issued for construction of a residential structure consisting of two or more Residential Units that share common walls, have separate Assessor’s Parcel numbers assigned to them (except for a duplex unit, which may share a Parcel with another duplex unit), and may be purchased by individual homebuyers (which shall still be the case even if the Residential Units are purchased and subsequently offered for rent by the owner), including such residential structures that meet the statutory definition of a condominium contained in Civil Code Section 4125.
“Single Family Detached Property” means, in any Fiscal Year, all Parcels of Developed Property for which a Building Permit was issued for construction of an SFD Unit. “Special Tax” means a special tax levied in any Fiscal Year to pay the Special Tax Requirement.
“Special Tax Requirement” means the amount necessary in any Fiscal Year to: (i) pay principal and interest on Bonds that are due in the calendar year that begins in such Fiscal Year; (ii) pay periodic costs on the Bonds, including but not limited to, credit enhancement, liquidity support and rebate payments on the Bonds; (iii) replenish reserve funds created for the Bonds under the Indenture to the extent such replenishment has not been included in the computation of the Special Tax Requirement in a previous Fiscal Year; (iv) cure any delinquencies in the payment of principal or interest on Bonds which have occurred in the prior Fiscal Year or, based on prior delinquencies, are expected to occur in the current Fiscal Year; (v) pay Administrative Expenses; and (vi) pay directly for Authorized Facilities, so long as such levy under this clause (vi) does not increase the Special Tax levied on Final Map Property or Undeveloped Property.

The amounts referred to in clauses (i) and (ii) of the definition of Special Tax Requirement may be reduced in any Fiscal Year by: (a) interest earnings on or surplus balances in funds and accounts for the Bonds to the extent that such earnings or balances are available to apply against such costs pursuant to the Indenture; (b) in the sole and absolute discretion of the City, proceeds received by the CFD from the collection of penalties associated with delinquent Special Taxes; and (c) any other revenues available to pay such costs, each as determined in the sole discretion of the City.
“Taxable Owners Association Property” means, in any Fiscal Year after the First Bond Sale, any Parcel of Owners Association Property that satisfies all three of the following conditions: (i) the Parcel had not been Owners Association Property on the date of the First Bond Sale, (ii) based on reference to Attachments 1 and 2 (as may be updated pursuant to Section D below), the Parcel was not anticipated to be Owners Association Property as determined by the Administrator, and (iii) if the Parcel were to be exempt from the Special Tax because it is Owners Association Property, the Expected Maximum Special Tax Revenues would be reduced to a point at which Required Coverage could not be maintained. “Taxable Property” means all of the Parcels within the boundaries of Improvement Area No. 1 that are not exempt from the Special Tax pursuant to law or Section G below.

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IA No. 1 of Arista del Sol CFD No. 2022-1 6 December 3, 2021 “Taxable Public Property” means in any Fiscal Year after the First Bond Sale, any Parcel of Public Property that satisfies all three of the following conditions: (i) the Parcel had not been Public Property on the date of the First Bond Sale, (ii) based on reference to Attachments 1 and 2 (as may be updated pursuant to Section D below), the Parcel was not anticipated to be Public Property as determined by the Administrator, and (iii) if the Parcel were to be exempt from the Special Tax because it is Public Property, the Expected Maximum Special Tax Revenues would be reduced to a point at which Required Coverage could not be maintained. “Taxable Welfare Exemption Property” means in any Fiscal Year after the First Bond Sale, any Parcel of Welfare Exemption Property that satisfies all three of the following conditions: (i) the Parcel had not been Welfare Exemption Property on the date of issuance of the First Bond Sale; (ii) based on reference to Attachments 1 and 2 (as may be updated pursuant to Section D herein), the Parcel was not anticipated to be Welfare Exemption Property based on the Expected Land Uses, as determined by the Administrator; and (iii) if the Parcel were to be exempt from the Special Tax because it has become Welfare Exemption Property, the Expected Maximum Special Tax Revenues would be reduced to a point at which Required Coverage could not be maintained.
“Tentative Map” means a tentative map or substantial conformance exhibit for property in Improvement Area No. 1, including any adjustments or amendments thereto. “Undeveloped Property” means, in any Fiscal Year, all Parcels of Taxable Property that are not Final Map Property, Developed Property, Taxable Owners Association Property, Taxable Public Property, or Taxable Welfare Exemption Property.
“Welfare Exemption Property” means, in any Fiscal Year, any Parcels in the CFD that have received a welfare exemption under subdivision (g) of Section 214 of the Revenue and Taxation Code and for which such welfare exemption is still in place.

B. DATA FOR ADMINISTRATION OF THE SPECIAL TAX
Each Fiscal Year, the Administrator shall: (i) assign each Parcel of Taxable Property to the appropriate Development Class, (ii) for Developed Property, categorize each Parcel as Single Family Detached Property, Single Family Attached Property, or Other Property; (iii) for Single Family Detached Property, determine the Lot Category for each SFD Lot; (iv) for Single Family Attached Property, determine the number of SFA Units on each Parcel; (v) for Other Property, determine the Acreage of each Parcel; and (vi) determine the Special Tax Requirement for the Fiscal Year. In addition, the Administrator shall, on an ongoing basis, monitor the Tentative Map, Final Maps, and Building Permits to determine if there are any proposed Land Use Changes that would change the Expected Maximum Special Tax Revenues. If the Expected Maximum Special Tax Revenues will be revised pursuant to a proposed Land Use Change, the Administrator shall apply the steps set forth in Section D below.

In any Fiscal Year, if it is determined that: (i) a parcel map for property in Improvement Area No. 1 was recorded after January 1 of the prior Fiscal Year (or any other date after which the Assessor will not incorporate the newly-created Parcels into the then current tax roll), (ii) because of the date the parcel map was recorded, the Assessor does not yet recognize the new ITEM 10.1. ATTACHMENT 11

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IA No. 1 of Arista del Sol CFD No. 2022-1 7 December 3, 2021 Parcels created by the parcel map, and (iii) one or more of the newly-created Parcels is in a different Development Class and/or Land Use Category than other Parcels created by the subdivision, the Administrator shall calculate the Special Taxes for the property affected by recordation of the parcel map by determining the Special Taxes that apply separately to the property within each Development Class and/or Land Use Category, then applying the sum of the individual Special Taxes to the Parcel that was subdivided by recordation of the parcel map.

C. MAXIMUM SPECIAL TAX

1. Developed Property and Final Map Property
The Maximum Special Tax for a Parcel of Developed Property or Final Map Property is the greater of (i) the Base Special Tax set forth in Table 1 below, or, (ii) the Maximum Special Tax determined pursuant to Section D.

Table 1
Base Special Tax
Developed Property and Final Map Property
Land Use
Base Special Tax
Fiscal Year 2021-22 *
Single Family
Detached Property
Lot Category A
Lot Category B
Lot Category C
$1,752 per Residential Unit or SFD Lot
$2,528 per Residential Unit or SFD Lot
$3,264 per Residential Unit or SFD Lot
Single Family
Attached Property $1,752 per Residential Unit
Other Property $25,401 per Acre
* On July 1, 2022, and on each July 1 thereafter, all figures shown in Table 1 above shall be increased by an amount equal to 2.0% of the amount in effect for the prior Fiscal Year.

2. Undeveloped Property, Taxable Owners Association Property, Taxable Public Property, and Taxable Welfare Exemption Property
The Maximum Special Tax for Undeveloped Property, Taxable Owners Association Property, Taxable Public Property, and Taxable Welfare Exemption Property is $25,401 per Acre for Fiscal Year 2021-22, which amount shall increase on July 1, 2022 and each July 1 thereafter by an amount equal to 2.0% of the amount in effect for the prior Fiscal Year.

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IA No. 1 of Arista del Sol CFD No. 2022-1 8 December 3, 2021 D. CHANGES TO THE MAXIMUM SPECIAL TAX

1. Land Use Changes
The Expected Maximum Special Tax Revenues shown in Attachment 2 were originally calculated based on the Expected Land Uses at CFD Formation. Attachment 2 is subject to modification upon the occurrence of Land Use Changes, as described below. The Administrator shall review all Land Use Changes and compare the revised land uses to the Expected Land Uses to evaluate the impact on the Expected Maximum Special Tax Revenues.

Prior to the First Bond Sale, if a Land Use Change is proposed or identified that will result in a change in the Expected Maximum Special Tax Revenues, no action will be needed pursuant to this Section D. Upon approval of the Land Use Change, the Administrator shall update Attachment 2 to show the revised Expected Maximum Special Tax Revenues.

After the First Bond Sale, if a Land Use Change is proposed or identified, Steps 1 through 3 must be applied:

Step 1: By reference to Attachment 2 (which shall be updated by the Administrator each time a Land Use Change has been processed according to this Section D or a prepayment has been made), the Administrator shall identify the Expected Maximum Special Tax Revenues prior to the Land Use Change.

Step 2: The Administrator shall calculate the Expected Maximum Special Tax Revenues that could be collected from Taxable Property in Improvement Area No. 1 after the Land Use Change based on application of the Base Special Taxes from Table 1.

Step 3: If the revenues calculated in Step 2 are (i) higher than those determined in Step 1 or (ii) less than those calculated in Step 1, but the reduction in Expected Maximum Special Tax Revenues does not reduce debt service coverage on outstanding Bonds below Required Coverage, no further action is needed, and the Administrator shall update Attachment 2 to show the revised Expected Maximum Special Tax Revenues.

If the revenues calculated in Step 2 are less than those calculated in Step 1, and the Administrator determines that the reduction in Expected Maximum Special Tax Revenues would reduce debt service coverage on outstanding Bonds below the Required Coverage, one of the following shall occur:

3.a. The landowner requesting the Land Use Change (the “Requesting Landowner”) may make a prepayment in an amount that will ensure that the reduced Expected Maximum Special Tax Revenues are sufficient to provide Required Coverage, as determined pursuant to Section H below. If the Requesting Landowner notifies the Administrator that he/she would like to remedy the reduction by making a prepayment, such prepayment must be made by the earlier of (i) 30 days from the date of delivery of the prepayment ITEM 10.1. ATTACHMENT 11

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IA No. 1 of Arista del Sol CFD No. 2022-1 9 December 3, 2021 estimate or (ii) the date of issuance of any Building Permits for any Parcel owned by the Requesting Landowner that was Final Map Property or Undeveloped Property at the time the Administrator prepared the prepayment estimate, or

3.b. If a prepayment is not received by the due date specified above, the Base Special Tax used to determine the Maximum Special Tax for each Parcel of Taxable Property in the area affected by the Land Use Change shall be increased proportionately until the Expected Maximum Special Tax Revenues are sufficient to maintain Required Coverage.

Pursuant to this Section D.3, the Administrator may from time to time update Attachment 2 to reflect revised Expected Maximum Special Tax Revenues. Such update shall be maintained internally by the Administrator and shall not require recordation of an amended RMA.

If multiple Land Use Changes are proposed simultaneously by a single landowner (which may include approval of multiple Final Maps at one time), and the landowner requests that the impact of two or more of the Land Use Changes be considered together, the Administrator shall consider the combined effect of the Land Use Changes to determine if there is a reduction in Expected Maximum Special Tax Revenues. If there is a reduction that would reduce debt service coverage below the Required Coverage, and no prepayment has been received, then the Base Special Tax used to determine the Maximum Special Tax for each Parcel of Taxable Property in the areas affected by the Land Use Changes shall be increased proportionately until the aggregate amount that can be levied within such areas is equal to the amount that could have been levied prior to the proposed Land Use Changes. If Land Use Changes are proposed simultaneously by multiple landowners, or if an individual landowner proposing multiple Land Use Changes does not request that such Land Use Changes be considered together, the Administrator shall consider the proposed Land Use Changes individually.

Notwithstanding the foregoing, once a certificate of occupancy has been issued for a Residential Unit on a Parcel, the Maximum Special Tax for the Parcel cannot be increased because of subsequent Land Use Changes that may occur within the area in which the Parcel is located.

The duties imposed on the Administrator pursuant to this Section D to review Land Use Changes, and to review Final Maps and make certain calculations, are intended only to facilitate the administration of the Special Tax and to better assure the sufficiency of tax capacity to pay debt service on Bonds. Such duties are not intended to give any developer, subdivider, or owner of property the right to receive notice of the potential impact of Land Use Changes on the Special Tax applicable to a Parcel; and each developer, subdivider, or owner of property whose property is the subject of a Land Use Change shall be responsible for understanding the impact thereof on the Special Tax applicable to such property.

2. Partial Prepayments
If an owner of a Parcel makes a prepayment pursuant to Section H below, the Administrator shall recalculate the Maximum Special Tax for the Parcel pursuant to Section H.2. In addition, the Administrator shall update Attachment 2 to reflect the prepayment and the revised Expected Maximum Special Tax Revenues for Improvement Area No. 1. After the prepayment has been ITEM 10.1. ATTACHMENT 11

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IA No. 1 of Arista del Sol CFD No. 2022-1 10 December 3, 2021 received, the application of Sections D and H of this RMA shall be based on the adjusted Expected Maximum Special Tax Revenues after the prepayment.

3. Conversion of a Parcel of Public Property to Private Use If, in any Fiscal Year, a Parcel of Public Property is converted to private use, such Parcel shall be subject to the levy of the Special Tax. The Maximum Special Tax for each such Parcel shall be determined based on the applicable Base Special Tax for the Parcel, as determined by the Administrator. In addition, the Administrator shall update Attachment 2 to reflect the conversion and the revised Expected Maximum Special Tax Revenues for Improvement Area No. 1.

E. METHOD OF LEVY OF THE SPECIAL TAX
Each Fiscal Year, the Administrator shall determine the Special Tax Requirement to be collected in that Fiscal Year. A Special Tax shall then be levied according to the following steps:

Step 1: The Special Tax shall be levied Proportionately on each Parcel of Developed Property up to 100% of the Maximum Special Tax for each Parcel of Developed Property until the amount levied is equal to the Special Tax Requirement prior to applying any Capitalized Interest that is available in the CFD accounts.

Step 2: If additional revenue is needed after Step 1 in order to meet the Special Tax Requirement after Capitalized Interest has been applied to reduce the Special Tax Requirement, the Special Tax shall be levied Proportionately on each Parcel of Final Map Property up to 100% of the Maximum Special Tax for each Parcel of Final Map Property until the amount levied is equal to the Special Tax Requirement.

Step 3: If additional revenue is needed after Step 2, the Special Tax shall be levied Proportionately on each Parcel of Undeveloped Property up to 100% of the Maximum Special Tax for each Parcel of Undeveloped Property until the amount levied is equal to the Special Tax Requirement.

Step 4: If additional revenue is needed after Step 3, the Special Tax shall be levied Proportionately on each Parcel of Taxable Welfare Exemption Property, up to 100% of the Maximum Special Tax for each Parcel of Taxable Welfare Exemption Property for such Fiscal Year until the amount levied is equal to the Special Tax Requirement.

Step 5: If additional revenue is needed after Step 4, the Special Tax shall be levied Proportionately on each Parcel of Taxable Owners Association Property, up to 100% of the Maximum Special Tax for each Parcel of Taxable Owners Association Property until the amount levied is equal to the Special Tax Requirement.

Step 6: If additional revenue is needed after Step 5, the Special Tax shall be levied Proportionately on each Parcel of Taxable Public Property, up to 100% of the ITEM 10.1. ATTACHMENT 11

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IA No. 1 of Arista del Sol CFD No. 2022-1 11 December 3, 2021 Maximum Special Tax for each Parcel of Taxable Public Property until the amount levied is equal to the Special Tax Requirement.

F. MANNER OF COLLECTION OF SPECIAL TAX
The Special Tax shall be collected in the same manner and at the same time as ordinary ad valorem property taxes, provided, however, that prepayments are permitted as set forth in Section H below and provided further that the City may directly bill the Special Tax, may collect Special Taxes at a different time or in a different manner, and may collect delinquent Special Taxes through foreclosure or other available methods.

The Special Tax shall be levied and collected until principal and interest on Bonds have been repaid. However, in no event shall Special Taxes be levied after Fiscal Year 2062-63. Under no circumstances may the Special Tax on a Parcel of Developed Property in residential use be increased in any Fiscal Year as a consequence of delinquency or default in payment of the Special Tax levied on another Parcel or Parcels by more than ten percent (10%) above the amount that would have been levied in that Fiscal Year had there never been any such delinquencies or defaults.

G. EXEMPTIONS
Notwithstanding any other provision of this RMA, no Special Tax shall be levied in any Fiscal Year on the following:
(1) Public Property, except Taxable Public Property.
(2) Owners Association Property, except Taxable Owners Association Property. (3) Welfare Exemption Property, except Taxable Welfare Exemption Property. (4) Parcels that are owned by a public utility for an unmanned facility. (5) Parcels that are subject to an easement that precludes any other use on the Parcel. (6) Parcels that have fully prepaid the Special Tax obligation assigned to the Parcel pursuant to the formula set forth in Section H below.

H. PREPAYMENTS
The following definitions apply to this Section H:
“Outstanding Bonds” means all Previously Issued Bonds which remain outstanding, with the following exception: if a Special Tax has been levied against, or already paid by, an Assessor’s Parcel making a prepayment, and a portion of the Special Tax will be used to pay a portion of the next principal payment on the Bonds that remain outstanding (as determined by the Administrator), that next principal payment shall be subtracted from ITEM 10.1. ATTACHMENT 11

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IA No. 1 of Arista del Sol CFD No. 2022-1 12 December 3, 2021 the total Bond principal that remains outstanding, and the difference shall be used as the amount of Outstanding Bonds for purposes of this prepayment formula. “Previously Issued Bonds” means all Bonds that have been issued prior to the date of prepayment.
“Public Facilities Requirement” means either $15.4 million in 2022 dollars, which shall increase on January 1, 2023, and on each January 1 thereafter by 2% of the amount in effect in the prior year or such other number as shall be determined by the City as sufficient to fund improvements that are authorized to be funded by Improvement Area No. 1. The Public Facilities Requirement shown above may be adjusted each time property annexes into Improvement Area No. 1 or there is an adjustment to the Expected Maximum Special Tax Revenues due to a Land Use Change.
“Remaining Facilities Costs” means the Public Facilities Requirement minus public facility costs funded by Previously Issued Bonds, developer equity and any other source of funding.

1. Full Prepayment
The Special Tax obligation applicable to a Parcel in Improvement Area No. 1 may be prepaid and the obligation of the Parcel to pay the Special Tax permanently satisfied as described herein, provided that a prepayment may be made only if there are no delinquent Special Taxes with respect to such Parcel at the time of prepayment. An owner of a Parcel intending to prepay the Special Tax obligation shall provide the City with written notice of intent to prepay. Within 30 days of receipt of such written notice, the City or its designee shall notify such owner of the prepayment amount for such Parcel. Prepayment must be made not less than 75 days prior to any redemption date for Bonds to be redeemed with the proceeds of such prepaid Special Taxes.

The Prepayment Amount shall be calculated as follows: (capitalized terms as defined below):

Bond Redemption Amount
plus Remaining Facilities Amount
plus Redemption Premium
plus Defeasance Requirement
plus Administrative Fees and Expenses
less Reserve Fund Credit
equals Prepayment Amount
As of the proposed date of prepayment, the Prepayment Amount shall be determined by application of the following steps:

Step 1. Identify the Maximum Special Tax for the Parcel prepaying the Special Tax in the Fiscal Year in which prepayment would be received by the City. If this Section H is being applied to calculate a prepayment pursuant to Section D above, compute the amount by which the proposed Land Use Change would reduce Expected Maximum Special Tax Revenues below the amount needed for Required Coverage, and use this amount for purposes of this Step 1.

ITEM 10.1. ATTACHMENT 11

Page 1017 of 2762 ends

IA No. 1 of Arista del Sol CFD No. 2022-1 13 December 3, 2021 Step 2. Divide the Maximum Special Tax computed pursuant to Step 1 for such Parcel by the total Expected Maximum Special Tax Revenues for all property in Improvement Area No. 1, as shown in Attachment 2.

Step 3. Multiply the quotient computed pursuant to Step 2 by the Outstanding Bonds to compute the amount of Outstanding Bonds to be retired and prepaid (the “Bond Redemption Amount”).

Step 4. Compute the current Remaining Facilities Costs (if any).

Step 5. Multiply the quotient computed pursuant to Step 2 by the amount determined pursuant to Step 4 to compute the amount of Remaining Facilities Costs to be prepaid (the “Remaining Facilities Amount”).

Step 6. Multiply the Bond Redemption Amount computed pursuant to Step 3 by the applicable redemption premium, if any, on the Outstanding Bonds to be redeemed (the “Redemption Premium”).

Step 7. Compute the amount needed to pay interest on the Bond Redemption Amount starting with the first Bond interest payment date after which the prepayment will be received until the earliest redemption date for the Outstanding Bonds. However, if Bonds are callable at the first interest payment date after the prepayment has been received, Steps 7, 8 and 9 of this prepayment formula will not apply.

Step 8: Compute the amount of interest the City reasonably expects to derive from reinvestment of the Bond Redemption Amount plus the Redemption Premium from the first Bond interest payment date after which the prepayment has been received until the redemption date for the Outstanding Bonds.

Step 9: Subtract the amount computed pursuant to Step 8 from the amount computed pursuant to Step 7 (the “Defeasance Requirement”).

Step 10. The administrative fees and expenses associated with the prepayment will be determined by the Administrator and include the costs of computing the prepayment, redeeming Bonds and recording any notices to evidence the prepayment and the redemption (the “Administrative Fees and Expenses”).

Step 11. If and to the extent so provided in the Indenture, a reserve fund credit shall be calculated as a reduction in the applicable reserve fund for the Outstanding Bonds to be redeemed pursuant to the prepayment (the “Reserve Fund Credit”).

ITEM 10.1. ATTACHMENT 11

Page 1018 of 2762 ends

IA No. 1 of Arista del Sol CFD No. 2022-1 14 December 3, 2021 Step 12. The Special Tax prepayment is equal to the sum of the amounts computed pursuant to Steps 3, 5, 6, 9, and 10, less the amount computed pursuant to Step 11 (the “Prepayment Amount”).

Step 13. From the Prepayment Amount, the amounts computed pursuant to Steps 3, 6, and 9 shall be deposited into the appropriate fund as established under the Indenture and be used to retire Outstanding Bonds or make debt service payments. The amount computed pursuant to Step 5 shall be deposited into the Improvement Fund. The amount computed pursuant to Step 10 shall be retained in the account or fund that is established to pay Administrative Expenses.

Once a full prepayment of a Parcel’s Special Tax obligation has been received, a Notice of Cancellation of Special Tax Lien shall be recorded against the Parcel to reflect the discharge of the Parcel’s obligation to pay the Special Tax. However, a Notice of Cancellation of Special Tax Lien shall not be recorded until all Special Taxes levied on the Parcel in the current or prior Fiscal Years have been collected. The Administrator shall also update Attachment 2 to reflect the prepayment.

2. Partial Prepayment
A partial prepayment may be made in an amount equal to any percentage of full prepayment desired by the party making a partial prepayment, except that the full amount of Administrative Fees and Expenses determined in Step 10 shall be included in the partial prepayment. The Maximum Special Tax that can be levied on a Parcel after a partial prepayment is made shall be equal to the portion of the Maximum Special Tax that was not prepaid, subject to 2% annual increases each July 1. Once a partial prepayment has been received, an Amended Notice of Special Tax Lien shall be recorded against the Parcel to reflect the reduced Special Tax lien for the Parcel, and the Administrator shall update Attachment 2 to show the revised Expected Maximum Special Tax Revenues. However, an Amended Notice of Special Tax Lien shall not be recorded until all Special Taxes levied on the Parcel in the current or prior Fiscal Years have been collected.

3. Maintaining Required Coverage
Notwithstanding the foregoing, if at any point in time the Administrator determines that the Maximum Special Tax revenue that could be collected from Taxable Property that remains subject to the Special Tax after the proposed prepayment would be less than the Required Coverage on Bonds that will remain outstanding after defeasance or redemption of Bonds from proceeds of the estimated prepayment, the amount of the prepayment shall be increased until the amount of Bonds defeased or redeemed is sufficient to reduce remaining annual debt service to a point at which Required Coverage is maintained.

I. INTERPRETATION OF RMA
Interpretations may be made by Resolution of the City Council to interpret, clarify, and/or revise this RMA to correct any inconsistency, vagueness, or ambiguity as it relates to the Special Tax, ITEM 10.1. ATTACHMENT 11

Page 1019 of 2762 ends

IA No. 1 of Arista del Sol CFD No. 2022-1 15 December 3, 2021 method of apportionment, classification of properties, or any definition applicable to Improvement Area No. 1 of the CFD, as long as such correction does not materially affect the levy and collection of Special Taxes. The City, upon the request of an owner of land within Improvement Area No. 1 which is not Developed Property, may also amend this RMA in any manner acceptable to the City, by resolution or ordinance following a public hearing, upon the affirmative vote of such owner to such amendment and without the vote of owners of any other land within Improvement Area No. 1, provided such amendment only affects such owner's land.

Under no circumstances may such revisions to the RMA decrease the Expected Maximum Special Tax Revenues to a level that will reduce debt service coverage below the Required Coverage.

ITEM 10.1. ATTACHMENT 11

Page 1020 of 2762 ends

ATTACHMENT 1
Improvement Area No. 1 of the
City of Rancho Cordova
Arista del Sol
Community Facilities District No. 2022-1
Arista del Sol
Expected Layout and Lot Category Assignment for
Lots in Improvement Area No. 1

ITEM 10.1. ATTACHMENT 11

Page 1021 of 2762 ends

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3301 C St, Bldg. 100-B Tel 916.341.7760
Fax 916.341.7767 Sacramento, CA 95816
ITEM 10.1. ATTACHMENT 11

Page 1022 of 2762 ends

ATTACHMENT 2
Improvement Area No. 1 of the
City of Rancho Cordova
Arista del Sol
Community Facilities District No. 2022-1
Expected Land Uses and Expected Maximum Special Tax Revenues in Improvement Area No. 1
Land Use
Expected
Land Uses
Base Special Tax
(FY 2021-22) *
Expected
Maximum Special
Tax Revenues
(FY 2021-22) *
Single Family Detached Property
Lot Category A
Lot Category B
Lot Category C
92 Residential Units
184 Residential Units
90 Residential Units
$1,752 per Residential Unit
$2,528 per Residential Unit
$3,264 per Residential Unit
$161,184
$465,152
$293,760
Single Family Attached Property 0 Residential Units $1,752 per Residential Unit $0 Other Property 0 Acres $25,401 per Acre $0
Expected Maximum Special Tax Revenues (FY 2021-22 $) $920,096 * On July 1, 2022, and each July 1 thereafter, all dollar amounts shown above shall be increased by 2% of the amount in effect in the prior Fiscal Year.

ITEM 10.1. ATTACHMENT 11

Page 1023 of 2762 ends

City Council Staff Report 1 of 7 May 16, 2022

MEMORANDUM
ITEM 10.2.

DATE: May 16, 2022
TO: Honorable Mayor and Council Members
FROM: June Cowles, Senior Planner
SUBJECT: A RESOLUTION TO APPROVE THE RANCH VILLAGES 2 and 3 MAJOR DESIGN REVIEW PROJECT NO. PLND-0122-0025
____________________________________________________________________________ PROPERTY OWNER:

K. Hovnanian at Jaeger Ranch LLC
3721 Douglas Boulevard, Suite 150
Roseville, CA 95661
APPLICANT/DEVELOPER:

K. Hovnanian at Jaeger Ranch LLC
3721 Douglas Boulevard, Suite 150
Roseville, CA 95661
PROJECT: Applicant is requesting a Major Design Review for the Ranch Villages 2 and 3. The design review includes 5 floor plans with 3 architectural styles for each plan.

FILE: PLND-0122-0025
LOCATION:

ZONING:

Located within The Ranch Special Planning Area. South of Douglas Road and east of Rancho Cordova Parkway
The Ranch Special Planning Area (Residential)
APN: 067-2410-003 and 007-0000
PLANNER: June Cowles, Senior Planner
RECOMMENDATION:

Determine the project is Exempt per CEQA Guidelines Section 15182, Residential Projects Pursuant to a Specific Plan and Adopt the Resolution for the Ranch Villages 2 and 3 Major Design Review.

RESULT OF RECOMMENDED ACTION
Adoption of the above referenced resolution would approve the Major Design Review to include 5 floor plans located within The Ranch Special Planning Area Villages 2 and 3. Approval would allow the applicant to pursue necessary building permits for new construction.

BACKGROUND / PROJECT HISTORY
Approved in February 2020, The Ranch Special Planning Area (SPA) is a project that includes mixed use development on approximately 530 acres east of Rancho Cordova Parkway and south of Douglas Boulevard Figure 1: The Ranch SPA Location.

Page 1024 of 2762 ends

City Council Staff Report – Page 2 of 7

Figure 1: The Ranch SPA Location
Small Lot Subdivision Map
 The small lot subdivision plan includes a public/market rate (yellow) neighborhood and a private (purple) neighborhood location. Figure 2: Market Rate Subdivision Location.  The Ranch Villages 2 and 3 are located within the public/market rate (yellow) area. Figure 3: Villages 2 and 3 Location.

Figure 2: Market Rate Subdivision Location

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City Council Staff Report – Page 3 of 7

Figure 3: The Ranch Villages 2 and 3 Location
PROPOSED PROJECT:

The applicant, K Hovnanian Homes, is proposing a Major Design Review for Villages 2 and 3 for 5 plans and 3 architectural styles for each plan.
 Village 2 includes 49 single family lots (50 ft x 105 ft).  Village 3 includes 65 single family lots (50 ft x 105 ft).  The table below identifies the Plan/ home square footage/floor type, architectural style, and options. Table 1: Lot Size, Home Square Footage, Architectural Style, and Characteristics/Options.

Table 1: Lot Widths, Home Square Footage, Elevations, and Characteristics/Options.

Plan/Home Square
footage and
floor type
Architectural Style Additional Options
Plan 1: 1,945 (1-story) Craftsman, Farmhouse, Tuscan
(3 each color schemes)
Plan 2: 2,080 (1-story) Craftsman, Farmhouse, Tuscan
(3 each color schemes)
Multi/Generation
Plan 3: 2,095 (1-story) Craftsman, Farmhouse, Tuscan
(3 each color schemes)
Plan 4: 2,349 (2-story) Craftsman, Farmhouse, Tuscan
(3 each color schemes)
Plan 5: 2,752 (2-story) Craftsman, Farmhouse, Tuscan
(3 each color schemes)
3 car Tandem Garage

Page 1026 of 2762 ends

City Council Staff Report – Page 4 of 7

Proposed Project Plan Front Elevations:

The 5 Floor Plans are offered in 3 architectural styles. Figure 4: Proposed Plan Streetscape and Front Elevations.

Figure 4: Proposed Plan Streetscape and Front Elevations Plan Craftsman Farmhouse Tuscan
1 2
3 4
5

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City Council Staff Report – Page 5 of 7

ANALYSIS:

The applicant is requesting a Major Design Review for Ranch Villages 2 and 3. The proposed project includes 5 plans and 3 architectural styles for each plan.

GENERAL PLAN CONSISTENCY:

The project site is located within the Ranch Special Planning Area Medium Density Residential designation (4-10 du/ac). The proposed project of 5 single-family floor plans is consistent with the Special Planning Area designation.

ZONING ORDINANCE:

The zoning district within the Ranch Special Planning Area for Villages 2 and 3 is medium density residential. The building types in this density range would be a variety of dwellings and lot sizes.

The proposed projects include a total of 5 single-family floor plans that are consistent with the Special Planning Area zoning and development standards such as setbacks and height.

MAJOR DESIGN REVIEW
The proposed project includes a total of 5 floor plans with three architectural styles for each plan and, each with three color schemes (See Project Plans Attachment 2). Color schemes include colors for body, fascia, trim/garage, and accent colors as well as picture samples of stone and roof materials. All floorplans include living space and/or courtyard and porches forward of the garage.

Landscape Design
The submitted typical landscape plan depicts a variation of drought tolerant trees, shrubs and a small area of drought tolerant grass and natural grasses. Figure 5: Typical Landscape Plans.

The Model Water Efficient Landscape Ordinance (MWELO) states that new homes can only have lawns that do not exceed 25% of the total front, back and side yard square footage. This restriction is expected to reduce a home’s expected water use by 20% or 12,000 gallons per year. The design packet includes street tree layout.

Figure 5: Typical Landscape Plans
A 3-foot wide concrete path will also be provided from the driveway to the garage man-door.

Page 1028 of 2762 ends

City Council Staff Report – Page 6 of 7

The Ranch Special Planning Area and City Design Guidelines The Ranch Special Planning Area handbook includes illustrations and graphics of architectural styles that are intended to provide general direction for the homes in all residential areas of the Ranch. The proposed house plans offer clear architecture styles. The proposed project is consistent with The Ranch Special Planning Area handbook and City Design Guidelines as follows;
 The design is visually interesting and establishes streetscape variety with the proposed single-story and two-story product.
 The mass, scale, and form of the homes enhance the public realm with the front yard porches and living spaces.
 The several different rooflines included in each plan and elevation ensure variation.  Building facades are designed to provide visual surveillance of the public streets, public spaces, sidewalks, and open space areas from inside the buildings.  Two story rear and side elevation enhancements are along public right of way and open space with trails.
 One of the floor plans offer a Multi Generation option and another floor plan offers a 3 car tandem garage.
 Defined building entries that are in scale with the dwelling. Living spaces and/or porches are located forward of the garage.
 Use of distinctive architectural elements and materials to denote the entry. The proposed plans offer diversity of architecture, materials and color schemes.  To ensure variety and interest throughout the villages, a condition of approval has been added to state that no two identical floor plans with the same building elevations within a master home plan series shall be located directly adjacent to each other.  Pop-out trim is provided around the windows and doors on all elevations.

ENVIRONMENTAL
The proposed project has been analyzed as part of the Ranch Special Planning Area Environmental Impact Report (EIR) in compliance with the California Environmental Quality Act (CEQA). Since the proposed residential project is in conformity with what was reviewed as part of the Specific Plan EIR, the project is then exempt under CEQA Exemption 15182, Residential Projects Pursuant to a Specific Plan.

FISCAL IMPACT ANALYSIS
Approval of the Major Design Review for 5 house plans would allow for the construction of the master home plans within Ranch Special Planning Area Villages 2 and 3. This will benefit the City and the community by providing direct contributions to fund needed public infrastructure for this project and the broader community.

While the project will generate additional demands for municipal services, the project will be subject to existing and new funding mechanisms to pay fair share costs for ongoing operations, maintenance, and services that will offset City costs.

RECOMMENDED MOTION
Staff recommends that the City Council find the project as follows:

Page 1029 of 2762 ends

City Council Staff Report – Page 7 of 7

 To be in compliance with the California Environmental Quality Act (CEQA) as exempt pursuant to Section 15182, Residential Projects Pursuant to a Specific Plan;  Adopt Resolution No. **-2022 approving the Major Design Review for the Ranch Villages 2 and 3 PLND-0122-0025, subject to the findings, Attachment 2 and Attachment 3.

ATTACHMENT(S)

1. Resolution

2. Exhibit A to the Resolution – Project Plans

3. Exhibit B to the Resolution – Conditions of Approval

Page 1030 of 2762 ends

ITEM 10.2. ATTACHMENT 1
Resolution No. XX-2022 Page 1 of 3

CITY OF RANCHO CORDOVA
CITY COUNCIL RESOLUTION NO. XX-2022

A RESOLUTION OF THE CITY COUNCIL

APPROVING A MAJOR DESIGN REVIEW PERMIT
FOR THE RANCH VILLAGES 2 AND 3 PROJECT NO. PLND-0122-0025 WHEREAS, K. Hovnanian at Jaeger Ranch LLC (hereinafter referred to as Applicant) filed an application with the City of Rancho Cordova for a Major Design Review approval for Villages 2 and 3 within The Ranch Special Planning Area for 5 new floor plans with three architectural styles each; and
WHEREAS, the City Council is the appropriate authority to hear and take action on this project; and
WHEREAS, the project site was previously analyzed as a part of The Ranch Special Planning Area Environmental Impact Report (EIR) adopted by the City of Rancho Cordova, thereby satisfying the requirements for the California Environmental Quality Act; and WHEREAS, the proposed residential project is in conformity with what was reviewed as part of the Specific Plan EIR, and therefore is exempt under CEQA exemption 15182, Residential Projects Pursuant to a Specific Plan; and
WHEREAS, the City Council of the City of Rancho Cordova has conducted a properly noticed public hearing pursuant to Government Code section 65090 and has duly considered all written and verbal testimony presented during the hearing.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA HEREBY RESOLVES AS FOLLOWS:

1. Determine the CEQA exemption 15182 is an adequate exemption according to the Guidelines of the California Environmental Quality Act. a) Finding: The project site has been analyzed and is exempt per California Environmental Quality Act exemption 15182 Residential Projects Pursuant to a Specific Plan.

Evidence: The proposed residential project has been analyzed as part of the Ranch Special Planning Area Environmental Impact Report. Since the proposed project is in conformity with what was reviewed as part of the Special Planning Area EIR, the project is then exempt under CEQA Exemption 15182, Residential Projects Pursuant to a Specific Plan.

2. Approve the Design Review, subject to the Major Design Review Package (Exhibit A) and the Conditions of Approval (Exhibit B) as modified; supported by the following Findings and Evidence, as required by Zoning Code Section 23.141.070:
a) Finding: The proposed project is consistent with the objectives of the General Plan, complies with applicable zoning regulations, Specific Plan provisions, and special planning area provisions, and is consistent with the applicable Rancho Cordova Design Guidelines.

Page 1031 of 2762 ends

ITEM 10.2. ATTACHMENT 1
Resolution No. XX-2022 Page 2 of 3
Evidence: The project site is located within the Ranch Special Planning Area Medium Density Residential designation (4-10 du/ac). The proposed project of 5 single-family floor plans is consistent with the Special Planning Area designation.

The project follows all the Ranch Special Planning Area development standards as well as the applicable Special Planning Area handbook architectural styles and the City of Rancho Cordova Design Guidelines including height regulations and architectural detail requirements.
b) Finding: The proposed architecture, site design, and landscape are suitable for the purposes of the building and the site and will enhance the character of the neighborhood and community.

Evidence: The applicant, K Hovnanian, is presenting a design package which includes five (5) different floor plans with three elevations per plan and three color schemes. Variations in architectural style, colors, and materials will create a vibrant and welcoming streetscape. Conditions of Approval have been developed to alternate between floor plans and architectural styles throughout the neighborhood to emphasize street variation.
c) Finding: The architecture, including the character, scale, and quality of the design, relationship with the site and other buildings, building materials, screening of exterior appurtenances, exterior lighting and signing, and similar elements establishes a clear design concept and is compatible with the character of existing or anticipated buildings on adjoining and nearby properties.

Evidence: The proposed architecture and landscaping are consistent with the Ranch Special Planning Area and the City Design Guidelines. The applicant has provided 5 different floor plans and 3 architectural elevations each for 114 single family lots. Floor plans ranging from 1,945 to 2,752 square feet in size. A clear design concept is shown for each elevation and each design provides consistent characteristics of each stated style. The applicant provided enhanced side elevations for homes facing public right-of-ways (corner lots). All elevations and architectural style palettes are included in the Design Review Package. d) Finding: The proposed project will not create conflicts with vehicular, bicycle, or pedestrian transportation modes of circulation.

Evidence: The subdivision map was approved prior to this Design Review action.

Vehicular, bicycle, and pedestrian circulation were studied and accepted as part of that prior approval. This Design Review approval will not impede any of the approved transportation modes of circulation.

PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 16th day of May, 2022 by the following vote:

AYES:

NOES:

Page 1032 of 2762 ends

ITEM 10.2. ATTACHMENT 1
Resolution No. XX-2022 Page 3 of 3
ABSENT:

ABSTAIN:
____________________________
Donald Terry, Mayor
ATTEST:

Stacy Leitner, CMC
City Clerk

Page 1033 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
1 Design Review | Spec 1 | 50' x 105' Lots
The Ranch :: Rancho Cordova, CA
March 22, 2022
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1034 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
2 PRODUCT MATRIX
Floors Livable SF Width Base Depth Max Depth Bed Dn Bed Up Bath Home Office Loft ESuite+ HovHub HovHall Laundry Garage Patio Plan 1 ‐ 6491 1 1,945 38'‐11" 70'‐11" 74'‐11" 3* N/A 2.5 N/A N/A N/A 1 1 1 2CAR Standard Tucson
Plan 2 ‐ 6419/6243 1 2,080 38'‐11" 72'‐11" 76'‐11" 4 (Opt. 5)* N/A 3 1 N/A Opt. N/A 1 1 2 CAR Standard Pasadena
Plan 3 ‐ 6425 1 2,095 38'‐11" 75'‐11" 75'‐11" 3 (Opt. 4)* N/A 2.5 1 N/A N/A 1 1 1 2 CAR Standard Santa Rosa II
Plan 4 ‐ 6339 2 2,349 37'‐11" 42'‐11" 56'‐11" 0 (Opt. 1) 3 (Opt. 4)* 3 1 1 N/A N/A N/A UP 2 CAR Option Fayetteville
Plan 5 ‐ 6345 2 2,752 38'‐11" 60'‐11" 66'‐11" 0 (Opt. 1) 4 (Opt. 5)* 3 1 1 N/A 1 1 UP 3 CAR T Standard Macon
* Identifies location of Owners Bedroom
NCD The Ranch ‐ Rancho Cordova, CA
The Ranch ‐ 40' Market Rate ‐ Spec 1 (Typ). Lot 50'x105' (40'x72'/77'‐6" BLDG ENVELOPE) ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1035 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
3 SETBACK EXHIBIT - BASE HOUSE
SCALE :: 1" = 20'-0"
105'-0"
50'-0"
5'-0" 40'-0" 5'-0"
15'-0" 72'-0" 18'-0"
12'-6"

REAR SETBACK

GARAGE SETBACK

FRONT SETBACK
TUCSON
PLAN 1 - #6491

FORM XB - TUSCAN
1,945 SQ. FT. :: 38'-11" x 70'-11"

PASADENA
PLAN 2 - #6419

FORM XB - TUSCAN
2,080 SQ. FT. :: 38'-11" x 72'-11"

SANTA ROSA II
PLAN 3 - #6425

FORM XB - TUSCAN
2,095 SQ. FT. :: 38'-11" x 75'-11"

FAYETTEVILLE
PLAN 4 - #6339

FORM XB - TUSCAN
2,349 SQ. FT. :: 37'-11" x 42'-11"
SIDE

SETBACK
SIDE

SETBACK
18'-1/2" 70'-11"
15'-6 1/2" 72'-11"
16'-1/2" 75'-11" 13'-0"
49'-6 1/2" 42'-11"
31'-7" 56'-10 1/2"
MACON
PLAN 5 - #6345

FORM XB - TUSCAN
2,752 SQ. FT. :: 38'-11" x 60'-11"
OPT. COVERED
PATIO
1'-1" 38'-11" 1'-1" 38'-11" 15'-11 1/2"
15'-6"
12'-6"
12'-6"
1'-1" 38'-11" 2'-1" 37'-11" 1'-1" 38'-11"
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1036 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
4 SETBACK EXHIBIT - MAX CONDITION
SCALE :: 1" = 20'-0"
TUCSON
PLAN 1 - #6491

FORM YB - CRAFTSMAN
1,945 SQ. FT. :: 38'-11" x 74'-11"

PASADENA
PLAN 2 - #6419

FORM YB - CRAFTSMAN
2,080 SQ. FT. :: 38'-11" x 76'-11"

SANTA ROSA II
PLAN 3 - #6425

FORM YB - CRAFTSMAN
2,095 SQ. FT. :: 38'-11" x 75'-11"

FAYETTEVILLE
PLAN 4 - #6339

FORM YB - CRAFTSMAN
2,349 SQ. FT. :: 37'-11" x 56'-11"
MACON
PLAN 5 - #6345

FORM YB - CRAFTSMAN
2,752 SQ. FT. :: 38'-11" x 66'-11"
35'-7" 56'-11" 12'-6"
OPT. COVERED
PATIO
66'-11" 25'-7" 12'-6"
105'-0"
50'-0"
5'-0" 40'-0" 5'-0"
15'-0" 72'-0" 18'-0"
12'-6"

REAR SETBACK

GARAGE SETBACK

FRONT SETBACK
SIDE

SETBACK
SIDE

SETBACK
1'-1" 38'-11" 1'-1" 38'-11" 1'-1" 38'-11" 2'-1" 37'-11" 1'-1" 38'-11" 16'-1" 75'-11" 13'-0" 15'-7" 76'-11" 12'-6" 17'-7" 74'-11" 12'-6" ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1037 of 2762 ends

FRONT ELEVATION MATRIX
SCALE: 1/16" = 1'-0"
5 PLAN 3 - #6425

SANTA ROSA II
PLAN 4 - #6339

FAYETTEVILLE
PLAN 1 - #6491
TUSCON
PLAN 2 - #6419

PASADENA

FORM WB- FARMHOUSE

FORM XB - TUSCAN

FORM YB - CRAFTSMAN
PLAN 5 - #6345
MACON
03/29/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1038 of 2762 ends

REAR ELEVATION MATRIX
SCALE: 1/16" = 1'-0"
6 PLAN 3 - #6425

SANTA ROSA II
PLAN 4 - #6339

FAYETTEVILLE
PLAN 1 - #6491
TUSCON
PLAN 2 - #6419

PASADENA

FORM WB- FARMHOUSE

FORM XB - TUSCAN

FORM YB - CRAFTSMAN
PLAN 5 - #6345
MACON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1039 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
7 STREET SCENE - BASE HOUSE FRONT
SCALE = NTS

STREET SCENE - BASE HOUSE REAR
SCALE = NTS
TUCSON
PLAN 1 - #6491

FORM WB - FARMHOUSE
1,945 SQ. FT. :: SINGLE STORY

PASADENA
PLAN 2 - #6419

FORM YB - CRAFTSMAN
2,080 SQ. FT. :: SINGLE STORY

SANTA ROSA II
PLAN 3 - #6425

FORM XB - TUSCAN
2,095 SQ. FT. :: SINGLE STORY

FAYETTEVILLE
PLAN 4 - #6339

FORM WB - FARMHOUSE
2,349 SQ. FT. :: TWO STORY
MACON
PLAN 5 - #6345

FORM YB - CRAFTSMAN
2,752 SQ. FT. :: TWO STORY
TUCSON
PLAN 1 - #6491

FORM WB - FARMHOUSE
1,945 SQ. FT. :: SINGLE STORY

PASADENA
PLAN 2 - #6419

FORM YB - CRAFTSMAN
2,080 SQ. FT. :: SINGLE STORY

SANTA ROSA II
PLAN 3 - #6425

FORM XB - TUSCAN
2,095 SQ. FT. :: SINGLE STORY

FAYETTEVILLE
PLAN 4 - #6339

FORM YB - FARMHOUSE
2,349 SQ. FT. :: TWO STORY
MACON
PLAN 5 - #6345

FORM YB - CRAFTSMAN
2,752 SQ. FT. :: TWO STORY
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1040 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
PLAN 1
8 FLOOR PLAN

FORM XB - TUSCAN
FLOOR PLAN :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
2-CAR GARAGE
19'-1"x19'-10"
LAUN
HALL
BATH
WH
WIC
23LF
BEDROOM 2
10'-4" x 11'-0"
BEDROOM 3
11'-3" x 10'-11"
32x60
FOYER
6'-7" x 8'-8"

OWNER'S
BATH

OWNER'S SUITE
16'-10"x13'-5"

GREAT ROOM
16'-1"x17'-8"

COVERED PATIO
14'-0"x17'-6"

DINING AREA
11'-5" x 17'-8"

KITCHEN
P
42x60
COV'D
ENTRY
L
3x3

OPT FS TUB
3 2
2 9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
1,945
1,945
395
57 190
196
245
27 -
- 2,781
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
1,945
38'-11" x 70'-11"
6491
1/8" = 1'-0"
TUCSON
LOT COVERAGE |2,781 /5,250 = 53.0%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
Hov
Hub/Hall STOR.

EXTENDED
FOYER
PWDR
L

OPT FS TUB
14'-0" 7'-10" 17'-1"
38'-11"
38'-11"
13'-3" 6'-1" 19'-7"
70'-11"
2'-0" 17'-6" 51'-5"
18'-5" 10'-11 1/2" 3'-5" 5'-0" 11'-7 1/2" 2'-0"
70'-11"
68'-11" 2'-0"
13'-8 1/2" 6'-3" 15'-4 1/2" 4'-5" 8'-10 1/2" 20'-3 1/2" 4'-7 1/2" 4'-0" 4'-7 1/2"
1'-0"
4'-1"
1'-0"
STATUS | NTL PORTFOLIO PLAN
2'-9"
3'-0"
3'-6"
3'-6 1/2"
3'-6 1/2" 3'-0"
27'-6" 4'-7 1/2" 5'-10 1/2" 6'-3" 5'-10 1/2" 5'-6 1/2"
PC

4.5x7
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1041 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
9 FLOOR PLAN

FORM WB - FARMHOUSE
10"
8'-9 1/2"
10"
8'-10 1/2" 10" 18'-9"
38'-11"

COVERED
PORCH
6'-1/2" 11'-4"
10" 6'-0"
74'-11" TO REAR OF HOUSE
5'-2"
74'-11" TO REAR OF HOUSE
10"

FLOOR PLAN

FORM YB -CRAFTSMAN
9'-5 1/2"
1'-10"
7'-9 1/2" 1'-10" 18'-1/2"
38'-11 1/2"
6'-1/2"11'-4"
4'-2"
74'-11" TO REAR OF HOUSE
1'-10" 4'-2"
6'-0"
56'-11" TO BACK OF HOUSE
1'-10" 11'-4"
2-CAR GARAGE
19'-1"x19'-10"
HALL
BATH
BEDROOM 2
10'-4" x 11'-0"
32x60
FOYER
6'-7" x 8'-8"
3x3

COVERED
PORCH
2-CAR GARAGE
19'-1"x19'-10"
HALL
BATH
BEDROOM 2
10'-4" x 11'-0"
32x60
FOYER
6'-7" x 8'-8"
3x3
5'-2"
5'-3 1/2" 11'-4" 5'-3 1/2"
FLOOR PLAN :: WEST, SPEC 1
PLAN 1
3 2
2 9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
1,945
38'-11" x 70'-11"
6491
1/8" = 1'-0"
TUCSON
STATUS | NTL PORTFOLIO PLAN
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
1,945
1,945
395
57 190
196
245
27 -
- 2,781
LOT COVERAGE |2,781 /5,250 = 53.0%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1042 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
10 FLOOR PLAN OPTIONS

FORM XB - TUSCAN

OWNER'S
WET
ROOM

COVERED PATIO
14'-0"x17'-6"
84x84
FS TUB
FLOOR PLAN OPTIONS :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
3 2
2 9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
1,945
38'-11" x 70'-11"
6491
1/8" = 1'-0"
TUCSON
STATUS | NTL PORTFOLIO PLAN
7'-10"
7'-8" 8'-5" 3'-10 1/2"
10'-5" 3'-0" 4'-0" 2'-6 1/2"
OPTION :: TUB AT OWNER'S BATH
OPTION :: WET ROOM AT OWNER'S BATH
OPTION :: 12080 MULTI-SLIDE DOOR
OPTION :: 3080 BARN DOOR AT OWNER'S BATH
PLAN 1 (OPTIONS)
70'-11"

GREAT ROOM
16'-1"x17'-8"
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

Page 1043 of 2762 ends

T.O. RIDGE
19'-7" 6
7 LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM XB - TUSCAN
FRONT VIEW: N.T.S.

PLAN 1
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM XB - TUSCAN
5:12
5:12
11 ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES & CLIPS
2 CONCRETE 'S' TILES
3 12" EAVES
4 DECORATIVE GABLE DETAILS
(CORBELS AND VENTS)
5 DECORATIVE STONE VENEER
6 PLATE HEIGHT - 9'-1" A.F.F.
7 WINDOW HEADER - 8'-0" A.F.F.
5:12
5:125:12
5:12
5:12
5:12
5:12
5:12 5:12
1,945
38'-11" x 74'-11'
6491
TUCSON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1044 of 2762 ends

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM WB - FARMHOUSE
FRONT VIEW: N.T.S.

PLAN 1
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM WB - FARMHOUSE
19'-7" 6
7 12
ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES
2 CONCRETE 'FLAT' TILES
3 12" RAKES AND EAVES
4 DECORATIVE GABLE DETAILS
5 DECORATIVE BOARD & BATTON
6 PLATE HEIGHT - 9'-1" A.F.F.
7 WINDOW HEADER - 8'-0" A.F.F.
5:12
5:12
5:12 5:12
T.O. RIDGE
5:12
5:12
5:12
5:12
1,945
38'-11" x 74'-11'
6491
TUCSON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1045 of 2762 ends

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM YB - CRAFTSMAN
FRONT VIEW: N.T.S.

PLAN 1
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM YB - CRAFTSMAN
6 7
ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES
2 CONCRETE 'FLAT' TILES
3 12" RAKES AND 12" EAVES
4 DECORATIVE GABLE DETAILS
5 DECORATIVE ACCENT DETAILS
6 PLATE HEIGHT - 9'-1" A.F.F.
7 WINDOW HEADER - 8'-0" A.F.F. 5:12 5:12
5:12
13 19'-7"
T.O. RIDGE
5:12
5:12
5:12
5:12
5:12
1,945
38'-11" x 74'-11'
6491
TUCSON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1046 of 2762 ends

PLAN 1 (OPTIONS)
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

OPT 12080 SGD
14 FORM YB - CRAFTSMAN REAR ELEVATION
SCALE: 3/32" = 1'0"
ROOF PLAN | SCALE: N.T.S.

ROOF PLAN | SCALE: N.T.S.

FORM WB - FARMHOUSE REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM XB - TUSCAN REAR ELEVATION
SCALE: 3/32" = 1'0"
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12 5:12
5:12
5:12
5:12
5:12
5:12 5:12
5:12
5:12
5:12
1,945
38'-11" x 74'-11'
6491
TUCSON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1047 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
PLAN 2
15 OWNER'S
BATH

OWNER'S SUITE
13'-4"x15'-1"

GREAT ROOM
18'-0"x12'-2"
2-CAR GARAGE
19'-4"x19'-10"

LAUNDRY

COVERED PATIO
18'-4"x9'-0"

DINING AREA
13'-6" x 10'-0"

KITCHEN
BEDROOM 2
10'-1" x 10'-3"
HALL

BATH II
WH
COV'D
ENTRY
WIC
18LF
P
BEDROOM 3/

OPT ESP LIVING
ROOM
12'-4" x 10'-1"
BEDROOM 4/

OPT ESP

BEDROOM
10'-4" x 10'-1"

STORAGE
42x60
34x60
3x3
L
Hov hall
HALL
BATH I
HOME

OFFICE/OPT
BEDROOM 5
12'-6" x 10'-1"

EXTENDED
FOYER
L
FOYER
5'-9" x 15'-4"
32x60

FLOOR PLAN

FORM XB - TUSCAN
FLOOR PLAN :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
4 2
2 9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,080
2,080
401
88 192
198
166
-
-
- 2,845
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,080
38'-11" x 72'-11"
6419
1/8" = 1'-0"

PASADENA
LOT COVERAGE |2,845 /5,250 = 54.2%
TYP LOT SIZE | 50'x105' ( SF)
STATUS | NTL PORTFOLIO PLAN
38'-11"
18'-11 1/2" 19'-11 1/2"
38'-11"
12'-4 1/2" 7'-8" 18'-10 1/2"
72'-11"
9'-0" 61'-11" 2'-0"
22'-7" 10'-4 1/2" 10'-4 1/2" 5'-3 1/2" 2'-11" 10'-4 1/2" 72'-11"
2'-0" 68'-11" 2'-0"
15'-4 1/2" 12'-11 1/2" 10'-8 1/2" 2'-8" 6'-11 1/2" 20'-3" 18'-5 1/2" 4'-1 1/2" 5'-4 1/2" 3'-6 1/2" 6'-9" 3'-10 1/2" 7'-11 1/2" 4'-1"
3'-1"
3'-0" 4'-9"
3'-0"
3'-0"
2'-9"
LOT COVERAGE ALLOWED | 75.0%

OPT FS TUB
PC
4x7
1'-10" 4'-0" 1'-10"
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1048 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
16 10"
8'-8" 10" 8'-8 1/2"
19'-1"
11'-11 1/2"
10" 5'-2"
6'-0"
70'-11" TO BACK OF HOUSE
76'-11" TO REAR OF HOUSE
19'-10"
10"
5'-2"
10"

COVERED
PORCH
1'-10" 7'-7 1/2"
1'-10"
7'-8" 1'-10"
1'-10"
4'-2"
6'-0"
76'-11" TO REAR OF HOUSE
4'-2"
1'-10"
76'-11" TO REAR OF HOUSE
20'-10"
11'-11 1/2"

COVERED
PORCH
PLAN 2
38'-11"
2-CAR GARAGE
19'-4"x19'-10"
BEDROOM 3
12'-4" x 10'-1"
L
2-CAR GARAGE
19'-4"x19'-10"
BEDROOM 3
12'-4" x 10'-1"
L

FLOOR PLAN

FORM WB - FARMHOUSE

FLOOR PLAN

FORM YB -CRAFTSMAN
FLOOR PLAN :: WEST, SPEC 1
4 2
2 9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,080
38'-11" x 72'-11"
6419
1/8" = 1'-0"

PASADENA
STATUS | NTL PORTFOLIO PLAN
38'-11"
18'-1"
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,080
2,080
401
88 192
198
166
-
-
- 2,845
LOT COVERAGE |2,845 /5,250 = 54.2%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1049 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
17 PLAN 2 (OPTIONS)

FLOOR PLAN OPTIONS

FORM XB - TUSCAN
OPTION :: TUB AT OWNER'S BATH
OPTION :: 12080 MULTI-SLIDE DOOR
OPTION :: BEDROOM 5 ILO HOME OFFICE
OPTION :: 3080 BARN DOOR AT OWNER'S BATH
FLOOR PLAN OPTIONS :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
422
9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,080
38'-11" x 72'-11"
6419
1/8" = 1'-0"

PASADENA
STATUS| NTL PORTFOLIO PLAN
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,080
2,080
401
88 192
198
166--- 2,845
LOT COVERAGE|2,845 /5,250 = 54.2%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED| 75.0%

OWNER'S
BATH

GREAT ROOM
18'-0"x12'-2"

COVERED PATIO
18'-4"x9'-0"
34x60
BEDROOM 5
10'-3" x 10'-1"

EXTENDED
FOYER
39'-4"
10'-4 1/2" 10'-4 1/2" 5'-3 1/2" 2'-7 1/2"
12'-11"
13'-3"
10'-7" 2'-8"
13'-5" 15'-4 1/2" 40'-1 1/2"
22'-7" 9'-0"
72'-11"
2'-0"
FS TUB
10'-8"
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1050 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
18 PLAN 2 (OPTIONS)

FLOOR PLAN OPTIONS

FORM XB - TUSCAN
OPTION :: EXTRA SUITE PLUS E1#6243
FLOOR PLAN OPTIONS :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
422
9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,080
38'-11" x 72'-11"
6419
1/8" = 1'-0"

PASADENA
STATUS| NTL PORTFOLIO PLAN
ESP
BATH
COV'D
ENTRY

ESP LIVING
ROOM
12'-4" x 12'-1"
ESP

BEDROOM
10'-4" x 10'-1"
34x60
32x60

KITCHENETTE
BEDROOM 3
10'-3" x 10'-1"

EXTENDED
FOYER
FOYER
5'-9" x 15'-4"
39'-4"
10'-4 1/2" 10'-4 1/2" 6'-2" 12'-5"
3'-0"
12'-11"
9'-5 1/2"
2'-6 1/2"
13'-3"
10'-7" 2'-8"
22'-7" 9'-0"
7'-9 1/2" 4'-6 1/2"
72'-11"
2'-0"
FS TUB
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,080
2,080
401
88 192
198
166--- 2,845
LOT COVERAGE|2,845 /5,250 = 54.2%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED| 75.0%
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1051 of 2762 ends

T.O. RIDGE
18'-0" 6
7 LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM XB - TUSCAN
FRONT VIEW: N.T.S.

PLAN 2
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM XB :
19 ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT HIPS
2 CONCRETE 'S' TILES
3 12" EAVES
4 DECORATIVE EAVE DETAIL
(CORBELS)
5 DECORATIVE STONE VENEER
6 PLATE HEIGHT - 9'-1" A.F.F.
7 WINDOW HEADER - 8'-0" A.F.F.
5:12
5:12
5:12
5:12
5:12
5:12
PLATE @ TOWER
14' - 4"
2,080
38'-11" x 72-11"
6419

PASADENA
TUSCAN
03/22/2022 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
of 47
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1052 of 2762 ends

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM WB - FARMHOUSE
FRONT VIEW: N.T.S.

PLAN 2
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM WB :

T.O. RIDGE
17'-10" 6
7 20
ROOF PLAN | SCALE: N.T.S.

PASADENA

FARMHOUSE
03/22/2022 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
of 47
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1053 of 2762 ends

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM YB - CRAFTSMAN
FRONT VIEW: N.T.S.

PLAN 2
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM YB :

T.O. RIDGE
17'-11" 6
7 ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES & HIPS
2 CONCRETE 'FLAT' TILES
3 12" RAKES AND 12" EAVES
4 DECORATIVE GABLE DETAILS
5 DECORATIVE ACCENT DETAILS
6 PLATE HEIGHT - 9'-1" A.F.F.
7 WINDOW HEADER - 8'-0" A.F.F. 5:12 5:12
5:12
21 5:12
2,080
38'-11" x 76-11"
6419

PASADENA

CRAFTSMAN
03/22/2022 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
of 47
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1054 of 2762 ends

PLAN 2 (OPTIONS)
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

OPT 12080 SGD
22 FORM YB - CRAFTSMAN REAR ELEVATION
SCALE: 3/32" = 1'0"
ROOF PLAN | SCALE: N.T.S.

ROOF PLAN | SCALE: N.T.S.

FORM WB - FARMHOUSE REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM XB - TUSCAN REAR ELEVATION
SCALE: 3/32" = 1'0"
5:12
5:12
5:12
5:12
5:12
5:12
5:12 5:12 5:12
5:12
5:12
5:12
5:12
2,080
38'-11" x 76-11"
6419

PASADENA

CRAFTSMAN
03/22/2022 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
of 47
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1055 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
PLAN 3
3(OPT. 4)

2.5 2
9'
8'

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,095
38'-11" x 75'-11"
6425
1/8" = 1'-0"

SANTA ROSA II
23 OWNER'S
BATH

OWNER'S SUITE
14'-5"x14'-11"

GREAT ROOM
14'-0"x17'-0"
LAUN

DINING AREA
10'-0" x 17'-0"

KITCHEN
BEDROOM 2
12'-4" x 10'-3"
WIC
26LF
P
WH
HALL
BATH
BEDROOM 3
11'-11" x 10'-7"
HOME

OFFICE/OPT
BEDROOM 4
14'-3" x 10'-1"
42x60
PWDR
32x60 2-CAR GARAGE
19'-5"x19'-10"
FOYER
6'-0" x 8'-10"
COV'D
ENTRY
3x3

OPT FS TUB

COVERED PATIO
24'-0"x11'-0"
Hov
Hall
L
11x4
L

FLOOR PLAN

FORM XB - TUSCAN
FLOOR PLAN :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
STATUS | NTL PORTFOLIO PLAN
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,095
2,095
401
55 57
60 265
-
-
- 2,820
LOT COVERAGE |2,820 /5,250 = 53.7%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
Hov
Hub
EXT.

FOYER
6'-0" x 8'-10"
75'-11"
75'-11"
4'-9"
2'-9"
4'-1"
3'-5"
3'-0"
3'-4"
3'-6"
2'-9"
2'-0" 73'-11"
11'-0" 59'-11" 5'-0"
38'-11"
12'-11" 6'-8" 19'-4"
15'-4 1/2" 12'-6" 6'-1" 10'-1" 10'-10 1/2" 5'-5 1/2" 2'-8" 10'-10 1/2" 38'-11"
14'-3 1/2" 24'-7 1/2"
16'-7" 9'-0" 8'-9" 5'-3 1/2" 20'-3 1/2"
6'-2 1/2" 11'-3" 6'-2 1/2" 3'-10" 4'-0" 17'-3 1/2"
PC

OPT FS TUB
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1056 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
24 FLOOR PLAN :: WEST, SPEC 1
SHOWN WITH 'LOOKS' FEATURES:
-3080 BARN DOOR AT OWNER'S BATH
75'-11" TO COVERED PATIO
10'-10 1/2"
1 1/2"
38'-11"
1'-2" 2'-0"
5'-0"
75'-11" TO REAR COVERED PATIO
6'-1" 1'-10" 18'-1 1/2"

FLOOR PLAN

FORM WB - FARMHOUSE
PLAN 3
1'-10"
2'-4 1/2" 5'-3 1/2"
75'-11" TO COVERED PATIO
10'-11"
12'-11 1/2"
38'-11"
COV'D
ENTRY
2'-2" 2'-0"
5'-0"
75'-11" TO REAR COVERED PATIO
6'-1/2" 10" 19'-1 1/2"
10"
2'-4 1/2" 5'-3 1/2"
HALL
BATH
32x60
FOYER
6'-0" x 8'-10"
L
2-CAR GARAGE
19'-5"x19'-10"
COV'D
ENTRY
HALL
BATH
32x60
FOYER
6'-0" x 8'-10" 2-CAR GARAGE
19'-5"x19'-10"
L
WH
3x3
WH
3x3

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,095
38'-11" x 75'-11"
6425
1/8" = 1'-0"

SANTA ROSA II
STATUS| NTL PORTFOLIO PLAN

FLOOR PLAN

FORM YB -CRAFTSMAN
BEDROOM 2
12'-4" x 10'-3"
BEDROOM 2
12'-4" x 10'-3"
BEDROOM 2
12'-4" x 10'-3"
3(OPT. 4)

2.52 9'
8'
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,095
2,095
401
55 57
60 265--- 2,820
LOT COVERAGE|2,820 /5,250 = 53.7%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED| 75.0%
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1057 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
25 FLOOR PLAN OPTIONS

FORM XB - TUSCAN
OPTION :: TUB AT OWNER'S BATH
OPTION :: 15080 MULTI-SLIDE DOOR
OPTION :: 3080 BARN DOOR AT OWNER'S BATH
OPTION :: 3080 BARN DOOR AT HOVHUB
OPTION :: (2) 2680 BARN DOORS AT HOME OFFICE
OPTION :: BEDROOM 4 ILO HOME OFFICE
FLOOR PLAN OPTIONS :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
PLAN 3 (OPTIONS)

VITAL STATS

BEDROOM
BATH
CAR

CEILING

WINDOW HDR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,095
38'-11" x 75'-11"
6425
1/8" = 1'-0"

SANTA ROSA II
OWNER'S STATUS | NTL PORTFOLIO PLAN
BATH

GREAT ROOM
14'-0"x17'-0"

DINING AREA
10'-0" x 17'-0"
WIC
26LF
BEDROOM 4
11'-11" x 10'-1"
42x60

COVERED PATIO
24'-0"x11'-0"
L
Hov
Hub
EXT.

FOYER
6'-0" x 8'-10"
12'-6" 15'-4 1/2" 2'-0" 5'-9 1/2"
75'-11"
3(OPT. 4)

2.5 2
9'
8'
10'-8" 29'-7"
FS TUB
AREA S.F. BREAKDOWN
MAX. LIVABLE (A):
(A) 1ST FLR LIVABLE:
(B) 2 CAR GARAGE:
(C) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(D) COVERED PATIO:
(E) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,095
2,095
401
55 57
60 265
-
-
- 2,820
LOT COVERAGE |2,820 /5,250 = 53.7%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1058 of 2762 ends

T.O. RIDGE
18'-0" 6
7 LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM XB - TUSCAN
FRONT VIEW: N.T.S.

PLAN 3
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM XB - TUSCAN
5:12
5:12
26 ROOF PLAN | SCALE: N.T.S.

SANTA ROSA II
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1059 of 2762 ends

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM WB - FARMHOUSE
FRONT VIEW: N.T.S.

PLAN 3
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM WB - FARMHOUSE
T.O. RIDGE
17'-11" 6
7 27
ROOF PLAN | SCALE: N.T.S.

SANTA ROSA II
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1060 of 2762 ends

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM YB - CRAFTSMAN
FRONT VIEW: N.T.S.

PLAN 3
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM YB - CRAFTSMAN
T.O. RIDGE
17'-11" 6
7 ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES & HIPS
2 CONCRETE 'FLAT' TILES
3 12" RAKES AND 12" EAVES
4 DECORATIVE GABLE DETAILS
5 DECORATIVE ACCENT DETAILS
6 PLATE HEIGHT - 9'-1" A.F.F.
7 WINDOW HEADER - 8'-0" A.F.F.
5:12
5:12
5:12
28 5:12
5:12
2,095
38'-11 x 75'-11"
6425

SANTA ROSA II
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1061 of 2762 ends

PLAN 3 (OPTIONS)
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

OPT. MULTISLIDE @ GREAT RM
29 FORM YB - CRAFTSMAN REAR ELEVATION
SCALE: 3/32" = 1'0"
ROOF PLAN | SCALE: N.T.S.

ROOF PLAN | SCALE: N.T.S.

FORM WB - FARMHOUSE REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM XB - TUSCAN REAR ELEVATION
SCALE: 3/32" = 1'0"
5:12
5:12
5:12
5:12
5:12
5:12
5:125:12 5:12
5:12
5:12
5:12
5:12
2,095
38'-11 x 75'-11"
6425

SANTA ROSA II
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1062 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
PLAN 4
30 2ND FLOOR PLAN

FORM XB - TUSCAN
FOYER
7'-3"x5'-7"
HALL
BATH
2-CAR GARAGE
19'-4"x20'-4"
34x60
P

GREAT ROOM
16'-0"x15'-2"

KITCHEN

DINING AREA
11'-5"x15'-2"
4x7
HOME

OFFICE/OPT

EXTRA SUITE
10'-0" x 18'-9"
LAUN
BEDROOM 2
10'-4"x11'-11"
HALL

BATH II
L
34x60
BEDROOM 3
10'-4"x12'-11"
32x60
LOFT/OPT.

BEDROOM 4
10'-6"x11'-1"

OWNER'S SUITE
19'-4"x13'-4"
WIC
21 LF
DN
UP
STOR
DIRECT

VENT WH
OPT. COVERED PATIO

OWNER'S
BATH
3x3
OPT.

FS TUB
L
STOR
L
WIC
12 LF

COVERED
ENTRY
FLOOR PLAN :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
FLOOR PLAN :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
1ST FLOOR PLAN

FORM XB - TUSCAN
3(OPT 5)
3 2
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,349
37'-11" x 42'-11"
6339
1/8" = 1'-0"

FAYETTEVILLE
STATUS | NTL PORTFOLIO PLAN
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 2 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,349
1,026
1,323
408
60 135
164
200
20 21
20 1,798
LOT COVERAGE |1,798 /5,250 = 34.2%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
42'-11"
37'-11"
10'-0"
40'-11" 2'-0"
13'-4" 2'-4" 6'-3" 19'-0"
5'-9"
3'-6"
2'-9"
3'-11 1/2"
5'-10 1/2" 4'-0" 27'-5 1/2" 6'-9" 5'-7 1/2" 2'-10"
9'-7" 9'-5" 18'-11"
42'-11" 10'-0"
36'-11" 6'-0"
15'-8" 21'-3"
37'-11"
2'-0" 20'-0" 15'-11"
37'-11"
10'-7" 6'-9 1/2" 11'-1" 9'-5 1/2"
37'-11"
9'-7" 9'-4 1/2" 18'-11 1/2"
3'-2" 3'-0"3'-2 1/2"
37'-11"
35'-11" 2'-0"
13'-2 1/2" 2'-10" 5'-0" 2'-8" 12'-2 1/2"
37'-11"
33'-11" 4'-0"
7'-7 1/2" 12'-8" 13'-7 1/2"
L
PC

OPT FS TUB
2'-0" 5'-5" 2'-0"
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1063 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
31 COVERED
PORCH
10"
37'-11"
19'-1 1/2"
8'-2"
46'-11" BACK OF HOUSE
4'-2"
46'-11" COVERED PATIO
8'-2 1/2"
10"
8'-1 1/2" 10"
18'-10"
10"
1'-10"
37'-11"
2 1/2"
10'-0"
46'-11" TO REAR OF HOUSE
4'-2"
46'-11" TO REAR OF HOUSE
7'-2"
1'-10"
7'-2" 1'-10"
19'-10"
PLAN 4
1'-10"
11"
7'-3"
1'-10" 10" 9'-0"

COVERED
PORCH
3(OPT 5)
3 2
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:

STATUS | NTL PORTFOLIO PLAN
FOYER
7'-3"x5'-7"
2-CAR GARAGE
19'-4"x20'-4"
FOYER
7'-3"x5'-7"
2-CAR GARAGE
19'-4"x20'-4"
1ST FLOOR PLAN

FORM WB - FARMHOUSE
1ST FLOOR PLAN

FORM YB -CRAFTSMAN
FLOOR PLAN :: WEST, SPEC 1
2,349
37'-11" x 42'-11"
6339
1/8" = 1'-0"

FAYETTEVILLE
HOME

OFFICE/OPT

EXTRA SUITE
10'-0" x 18'-9"
HOME

OFFICE/OPT

EXTRA SUITE
10'-0" x 18'-9"
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 2 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,349
1,026
1,323
408
60 135
164
200
20 21
20 1,798
LOT COVERAGE |1,798 /5,250 = 34.2%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1064 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
32 37'-11"
10'-7 1/2" 7'-8 1/2"
18'-4" 19'-7 1/2"
8'-0"
53'-11" BACK OF HOUSE
12'-0"
46'-11" BACK OF HOUSE
2'-0"
37'-11"
10'-7" 9'-2 1/2" 3'-0" 4'-0" 3'-1/2"
19'-9 1/2" 8'-1 1/2" 10'-0"
11'-0"
53'-11" BACK OF HOUSE
2'-0"
46'-11" TO REAR OF HOUSE
11'-0"
PLAN 4
3'-9" 3'-0" 3'-10"
3(OPT 5)
3 2
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:

STATUS | NTL PORTFOLIO PLAN
BEDROOM 2
10'-4"x11'-11"
BEDROOM 2
10'-4"x11'-11"

OWNER'S SUITE
19'-4"x13'-4"
L
WIC
12 LF

OWNER'S SUITE
19'-4"x13'-4"
L
WIC
12 LF
2ND FLOOR PLAN

FORM WB - FARMHOUSE
2ND FLOOR PLAN

FORM YB -CRAFTSMAN
FLOOR PLAN :: WEST, SPEC 1
2,349
37'-11" x 42'-11"
6339
1/8" = 1'-0"

FAYETTEVILLE
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 2 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

Page 1065 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
33 1ST FLOOR OPTIONS

FORM XB - TUSCAN
FOYER
7'-3"x5'-7"

KITCHEN

DINING AREA
12'-1"x10'-5"

EXTRA SUITE
10'-0" x 16'-4"
42x60
WIC
14 LF
OPT. COVERED PATIO
20'-0"x10'-0"

OWNER'S
BATH
OPTION :: COVERED PATIO
OPTION :: 12080 MULTI-SLIDE DOOR
OPTION :: (2) 3080 BARN DOORS AT

HOME OFFICE
OPTION :: EXTRA SUITE ILO HOME OFFICE
OPTION :: BEDROOM 4 ILO LOFT
OPTION :: TUB AT OWER'S BATH
FLOOR PLAN OPTIONS :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
2ND FLOOR OPTIONS

FORM XB - TUSCAN
PLAN 4 (OPTIONS)
3(OPT 4)
3 2
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:

STATUS | NTL PORTFOLIO PLAN
BEDROOM 4
10'-6"x11'-1"
11'-1"
2'-4 1/2"
17'-4 1/2" 7'-1"
2'-0" 20'-0" 15'-11"
10'-0"
12'-8" 7'-7 1/2" 13'-7 1/2"
37'-11"
33'-11"
37'-11" 2,349
37'-11" x 42'-11"
6339
1/8" = 1'-0"

FAYETTEVILLE
21'-7 1/2" 2'-8" 16'-7 1/2"
FS TUB
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 2 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

Page 1066 of 2762 ends

ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES & CLIPS
2 CONCRETE 'S' TILES
3 12" EAVES
4 DECORATIVE GABLE DETAILS
(CORBELS AND VENTS)
5 DECORATIVE STONE VENEER
6 PLATE HEIGHT - 8'-1"A.S.F.F. / 9'-1"A.F.F.
7 WINDOW HEADER - 7'-0" / 8'-0" A.F.F.
8 SHUTTERS AT SIDES AND REAR

ELEVATIONS FOR ENHANCED

ELEVATIONS ONLY
T.O. RIDGE
26'-8"
6 7

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM XB - TUSCAN
FRONT VIEW: N.T.S.

PLAN 4
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM XB - TUSCAN
5:12
34 5:12
5:12
5:12
5:12
5:12
5:12
6 7
2,349
37'-11" x 46'-11"
6339

FAYETTEVILLE
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1067 of 2762 ends

ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES
2 CONCRETE 'FLAT' TILES
3 12" RAKES AND EAVES
4 DECORATIVE GABLE DETAILS
5 DECORATIVE BOARD & BATTON
6 PLATE HEIGHT - 8'-1"A.S.F.F. / 9'-1"A.F.F.
7 WINDOW HEADER - 7'-0" / 8'-0" A.F.F.
8 SHUTTERS AT SIDES AND REAR

ELEVATIONS FOR ENHANCED

ELEVATIONS ONLY

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM WB - FARMHOUSE
FRONT VIEW: N.T.S.

PLAN 4
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM WB - FARMHOUSE
T.O. RIDGE
26'-4"
6 7
5:12
5:12
35 3:12
5:12
5:12
5:12
6 7
2,349
37'-11" x 46'-11"
6339

FAYETTEVILLE
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1068 of 2762 ends

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM YB - CRAFTSMAN
FRONT VIEW: N.T.S.

PLAN 4
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM YB - CRAFTSMAN
T.O. RIDGE
6 7
36 ROOF PLAN | SCALE: N.T.S.

STYLE LEGEND:
1 PROMINENT GABLES & HIPS
2 CONCRETE 'FLAT' TILES
3 12" RAKES AND 12" EAVES
4 DECORATIVE GABLE DETAILS
5 DECORATIVE ACCENT DETAILS
6 PLATE HEIGHT - 8'-1"A.S.F.F. / 9'-1"A.F.F.
7 WINDOW HEADER - 7'-0" / 8'-0" A.F.F.
8 SHUTTERS AT SIDES AND REAR

ELEVATIONS FOR ENHANCED

ELEVATIONS ONLY
4:12
5:12
5:12
26'-4"
4:12
5:12
5:12
5:12
6 7
2,349
37'-11" x 46'-11"
6339

FAYETTEVILLE
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1069 of 2762 ends

FORM YM - CRAFTSMAN REAR ELEVATION
SCALE: 3/32" = 1'0"
ROOF PLAN | SCALE: N.T.S.

ROOF PLAN | SCALE: N.T.S.

PLAN 4 (ENHANCED)
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

ENHANCED ELEVATIONS

FORM WM - FARMHOUSE REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM XM - TUSCAN REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM YM - CRAFTSMAN LEFT ELEVATION
SCALE: 3/32" = 1'0"

FORM WM - FARMHOUSE LEFT ELEVATION
SCALE: 3/32" = 1'0"

FORM XM - TUSCAN LEFT ELEVATION
SCALE: 3/32" = 1'0"
37 5:12
5:12
5:12
4:12

2.5:12 5:12 5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT SIDES AND REAR ELEVATIONS
FOR ENHANCED ELEVATIONS ONLY.

SHUTTERS AT SIDES AND REAR ELEVATIONS
FOR ENHANCED ELEVATIONS ONLY.
2,349
37'-11" x 46'-11"
6339

FAYETTEVILLE
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1070 of 2762 ends

FORM YB - CRAFTSMAN REAR ELEVATION
SCALE: 3/32" = 1'0"
ROOF PLAN | SCALE: N.T.S.

ROOF PLAN | SCALE: N.T.S.

PLAN 4 (OPTIONS)
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

OPT. COVERED PATIO

FORM WB - FARMHOUSE REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM XB - TUSCAN REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM YB - CRAFTSMAN RIGHT ELEVATION
SCALE: 3/32" = 1'0"

FORM WB - FARMHOUSE RIGHT ELEVATION
SCALE: 3/32" = 1'0"

FORM XB - TUSCAN RIGHT ELEVATION
SCALE: 3/32" = 1'0"
38 5:12
5:12
5:12
4:123:12
3:12

2.5:12 5:12 5:12
5:12
5:12
3:12
3:12
5:12
5:12
5:12
5:12
5:12
5:12
3:12
2,349
37'-11" x 46'-11"
6339

FAYETTEVILLE
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1071 of 2762 ends

PLAN 4 (OPTIONS)
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

OPT. 12080 SGD
39 FORM YM - CRAFTSMAN REAR ELEVATION
SCALE: 3/32" = 1'0"
ROOF PLAN | SCALE: N.T.S.

ROOF PLAN | SCALE: N.T.S.

FORM WM - FARMHOUSE REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM XM - TUSCAN REAR ELEVATION
SCALE: 3/32" = 1'0"
5:12
5:12
3:12
3:12
3:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
3:12
3:12
3:12
4:12

SHUTTERS AT SIDES AND REAR ELEVATIONS
FOR ENHANCED ELEVATIONS ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

FORM YM - CRAFTSMAN LEFT ELEVATION
SCALE: 3/32" = 1'0"

FORM WM - FARMHOUSE LEFT ELEVATION
SCALE: 3/32" = 1'0"

FORM XM - TUSCAN LEFT ELEVATION
SCALE: 3/32" = 1'0"

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT SIDES AND REAR ELEVATIONS
FOR ENHANCED ELEVATIONS ONLY.
2,349
37'-11" x 46'-11"
6339

FAYETTEVILLE
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1072 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
PLAN 5
40 FLOOR PLAN :: WEST, SPEC 1
SHOWN WITH 'LOOKS' FEATURES:
-3080 BARN DOOR AT OWNER'S BATH
1ST FLOOR PLAN

FORM XB - TUSCAN
2ND FLOOR PLAN

FORM XB - TUSCAN
HALL
BATH II 2-CAR GARAGE
19'-4"x19'-10"
34x60
P

GREAT ROOM
14'-8"x15'-8"

KITCHEN

DINING AREA
15'-5"x9'-9"
4x8
HOME

OFFICE/ OPT

EXTRA SUITE
13'-5"x15'-5"

LAUNDRY
BEDROOM 2
10'-4"x11'-2"
HALL
BATH I
60x42
BEDROOM 3
12'-0"x11'-0"
32x60
LOFT
13'-5"x15'-11"

OWNER'S SUITE
13'-8"x19'-7"
WIC
26 LF
DN
UP Hov
Hub

COVERED PATIO
23'-0"x10'-0"

OWNER'S
BATH

OPT FS TUB
STORAGE HovHall
BEDROOM 4
10'-0"x12'-2"
1-CAR GARAGE
10'-0"x22'-4"
FOYER
8'-1"x12'-8"
4(OPT 5)
3 3
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:
2,752
38'-11" x 60'-11"
6345
1/8" = 1'-0"
MACON
STATUS | NTL PORTFOLIO PLAN
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 3 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,752
1,218
1,534
633
82 185
220
231
28 - 24
2,301
LOT COVERAGE |2,301 /5,250 = 43.8%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
4'-0" 2'-9" 4'-3"
2'-8"
4'-3"
3'-6"
3'-6"
3'-11"
2'-9"
WH
38'-11"
15'-3 1/2" 23'-7 1/2"
38'-11"
12'-6" 7'-6" 18'-11"
60'-11"
2'-0" 2'-0" 56'-11"
60'-11"
10'-0" 42'-11" 8'-0"
10'-0" 14'-1 1/2" 11'-4" 6'-1" 15'-4 1/2"
COV'D
ENTRY
38'-11"
13'-11 1/2" 12'-6 1/2" 12'-5"
38'-11"
13'-11" 11'-0" 14'-0"
5'-0" 4'-0" 5'-0"
43'-11"
19'-10 1/2" 7'-11 1/2" 16'-1"
43'-11"
38'-11" 5'-0"
8'-8" 11'-6" 5'-5 1/2" 11'-3 1/2" 2'-0"
L
6'-0" 4'-0" 18'-1/2" 8'-3" 6'-8" 11'-2 1/2" 6'-1 1/2"
3'-5" 3x3
PC

OPT FS TUB
1'-8" 4'-2" 1'-8"
2'-0" 5'-6" 6"
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1073 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
41 FOYER
8'-1"x12'-8"
2-CAR GARAGE
19'-4"x19'-10"

COVERED
PORCH
FOYER
8'-1"x12'-8"
2-CAR GARAGE
19'-4"x19'-10"

COVERED
PORCH
10"
38'-11"
19'-1"
64'-11" TO REAR COVERED PATIO
5'-2"
64'-11" TO REAR COVERED PATIO
8'-8" 10" 8'-8" 10"
19'-10"
10"
65'-0" TO REAR COVERED PATIO
65'-0" TO REAR COVERED PATIO
PLAN 5
6'-0"
4(OPT 5)
3 3
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:

STATUS | NTL PORTFOLIO PLAN
2,752
38'-11" x 60'-11"
6345
1/8" = 1'-0"
MACON

HOME OFFICE
13'-5"x15'-5"

HOME OFFICE
13'-5"x15'-5"
1ST FLOOR PLAN

FORM WB - FARMHOUSE
1ST FLOOR PLAN

FORM YB -CRAFTSMAN
FLOOR PLAN :: WEST, SPEC 1
12'-0"
5'-2" 10" 5'-2" 10"
6'-0"
4'-4" 1'-8"
14'-0"
10'-4" 3'-8"
38'-11"
9'-6" 11'-4" 18'-1"
1'-10" 7'-8" 1'-10" 7'-8" 1'-10"
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 3 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

MAX FOOTPRINT:
2,752
1,218
1,534
633
82 185
220
231
28 - 24
2,301
LOT COVERAGE |2,301 /5,250 = 43.8%
TYP LOT SIZE | 50'x105' ( SF)
LOT COVERAGE ALLOWED | 75.0%
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1074 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
42 BEDROOM 3
12'-0"x11'-0" LOFT
13'-5"x15'-11"
BEDROOM 4
10'-0"x12'-2"
BEDROOM 3
12'-0"x11'-0" LOFT
13'-5"x15'-11"
BEDROOM 4
10'-0"x12'-2"
38'-11"
10'-0" 2'-8" 12'-4"
13'-11" 24'-11 1/2"
11'-0"
64'-11" TO REAR COVERED PATIO
6'-11 1/2" 11'-0"
64'-11" TO REAR COVERED PATIO
38'-11"
10'-0" 2'-8" 12'-4 1/2"
13'-11" 25'-0"
11'-1/2"
64'-11" TO REAR COVERED PATIO
66'-11" TO REAR COVERED PATIO
7'-0"
PLAN 5
13'-1/2"
4(OPT 5)
3 3
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:

STATUS | NTL PORTFOLIO PLAN
2,752
38'-11" x 60'-11"
6345
1/8" = 1'-0"
MACON
2ND FLOOR PLAN

FORM WB - FARMHOUSE
2ND FLOOR PLAN

FORM YB -CRAFTSMAN
FLOOR PLAN :: WEST, SPEC 1
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 3 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

Page 1075 of 2762 ends

03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
43 EXTRA SUITE
13'-5"x15'-5"
60x42

OWNER'S
BATH
FOYER
8'-1"x12'-8"
FLOOR PLAN OPTIONS :: WEST, SPEC 1
SHOWN WITH 'LOOKS' OPTIONS:
-BEAMS AT CEILING AT GREAT ROOM
1ST FLOOR PLAN

FORM XB - TUSCAN
2ND FLOOR PLAN

FORM XB - TUSCAN
PLAN 5 (OPTIONS)
Hov
Hub
OPTION :: EXTRA SUITE ILO HOME OFFICE
OPTION :: 3080 BARN DOOR AT HOVHUB
OPTION :: TUB AT OWER'S BATH
OPTION :: 3080 BARN DOOR AT OWNERS BATH
2'-8" 13'-4"
13'-11"
2'-9"
2'-9"
13'-11 1/2" 12'-7" 12'-4 1/2"
40'-11"
4(OPT 5)
3 3
9'
8'
8'
7'

VITAL STATS

BEDROOM
BATH
CAR
1ST FLR CEILING
2ND FLR CEILING
WINDOW HDR 1ST FLR
WINDOW HDR 2ND FLR
LIV. SF:

PLAN W x D:

PLAN #:

SCALE:

PLAN NAME:

STATUS | NTL PORTFOLIO PLAN
2,752
38'-11" x 60'-11"
6345
1/8" = 1'-0"
MACON
FS TUB
AREA S.F. BREAKDOWN
MAX. LIVABLE (A)+(B):
(A) 1ST FLR LIVABLE:
(B) 2ND FLR LIVABLE:
(C) 3 CAR GARAGE:
(D) COVERED ENTRY:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:
(E) OPT. COVERED PATIO:
(F) ARCH. PROJECTION:

ELEVATION XB:

ELEVATION WB:

ELEVATION YB:

Page 1076 of 2762 ends

ROOF PLAN | SCALE: N.T.S.

ELEVATIONS FOR ENHANCED

ELEVATIONS ONLY
T.O. RIDGE
27'-4"
6 7

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM XB - TUSCAN
FRONT VIEW: N.T.S.

PLAN 5
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM XB - TUSCAN
5:12
5:12
44 3:12
5:12
5:12
5:12
3:12
5:12
4:12
4:12
6 7
2,752
38'-11 x 66-11"
6345
MACON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1077 of 2762 ends

ROOF PLAN | SCALE: N.T.S.

ELEVATIONS FOR ENHANCED

ELEVATIONS ONLY

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM WB - FARMHOUSE
FRONT VIEW: N.T.S.

PLAN 5
LIV.

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM WB - FARMHOUSE
T.O. RIDGE
27'-0"
6 7
5:12
5:12
45 3:12
5:12
5:12

2.5:12
6 7
3:12
4:12 4:12
2,752
38'-11 x 66-11"
6345
MACON
03/29/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1078 of 2762 ends

ROOF PLAN | SCALE: N.T.S.

ELEVATIONS FOR ENHANCED

ELEVATIONS ONLY

LEFT ELEVATION
SCALE: 3/32" = 1'-0"

RIGHT ELEVATION
SCALE: 3/32" = 1'-0"

REAR ELEVATION
SCALE: 3/32" = 1'-0"

FRONT ELEVATION
SCALE: 3/32" = 1'-0"

FORM YB - CRAFTSMAN
FRONT VIEW: N.T.S.

PLAN 5
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

FORM YB - CRAFTSMAN
T.O. RIDGE
26'-11"
6 7
46 4:12
5:12
5:12
3:12 3:12 5:12 5:12
5:12
6 7
2,752
38'-11 x 66-11"
6345
MACON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1079 of 2762 ends

FORM YM - CRAFTSMAN REAR ELEVATION
SCALE: 3/32" = 1'0"
ROOF PLAN | SCALE: N.T.S.

ROOF PLAN | SCALE: N.T.S.

PLAN 5 (ENHANCED)
LIV. SF:

PLAN WIDTH:

PLAN #:

PLAN NAME:

ENHANCED ELEVATIONS

FORM WM - FARMHOUSE REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM XM - TUSCAN REAR ELEVATION
SCALE: 3/32" = 1'0"

FORM YM - CRAFTSMAN LEFT ELEVATION
SCALE: 3/32" = 1'0"

FORM WM - FARMHOUSE LEFT ELEVATION
SCALE: 3/32" = 1'0"

FORM XM - TUSCAN LEFT ELEVATION
SCALE: 3/32" = 1'0"
5:12
5:12
5:12
3:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT

SIDES AND REAR

ELEVATIONS FOR

ENHANCED

ELEVATIONS
ONLY.

SHUTTERS AT SIDES AND REAR ELEVATIONS
FOR ENHANCED ELEVATIONS ONLY.

SHUTTERS AT SIDES AND REAR ELEVATIONS
FOR ENHANCED ELEVATIONS ONLY.
3:12
4:12
4:12
5:12
5:12
3:12 3:12
3:12 3:12
5:12
5:12
5:12
5:12
47 2,752
38'-11 x 66-11"
6345
MACON
03/22/2022 of 47 Corporate Product Development :: West Group Architecture NCD The Ranch :: Rancho Cordova, CA
40' MKT :: SP-1
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1080 of 2762 ends

Date: 10/14/2021
Rev 1:

Rev 2:

Color
Scheme # Trim (B) Fascia (C) Garage Door (D) Entry (E) Shutters (H) Prefab Pipe
Vents (if
occur)
Gutters
(if occur) Veneer*
MFG: Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams NA El Dorado NOTE: LRV LRV Barrel-Tile Flat
7023 6209 7014 7014 7069 9130 9130 NA Musket NA 5689 Rough Cut Requisite Gray Ripe Olive Eider White Eider White Iron Ore Evergreen Fog Evergreen Fog Brown Range Moonlight 7663 2740 7070 7070 6988 6988 6988 NA Musket NA 5689 Country Rubble Monorail Silver Mineral Gray Site White Site White Bohemian Black Bohemian Black Bohemian Black Brown Range Polermo 7019 9084 8917 8917 9084 6990 6990 NA Musket NA 5699 Cliffstone Gauntlet Gray Cocoa Whip Shell White Shell White Cocoa Whip Caviar Caviar Charcoal Range Montecito 7669 6055 7042 6069 6202 6174 6174 NA Musket NA 5502 Rough Cut Summit Gray Fiery Brown Shoji White French Roast Cast Iron Andiron Andiron Arcadia Canyon Brown Moonlight
7642 7012 7012 7012 7012 2839 2839 NA Musket NA 4503 Tundrabrick Pavestone Creamy Creamy Creamy Creamy Roycroft
Copper Red
Roycroft
Copper Red Sierra Madre Ashland
7636 7636 7636 7069 7069 6214 7069 NA Musket NA 4591 Tundrabrick Origami White Origami White Origami White Iron Ore Iron Ore Underseas Iron Ore Dark Gray Range Ironside 6002 7622 9166 9166 7622 6123 7645 NA Musket NA 4690 Tundra Brick Essential Gray Homburg Gray Drift of Mist Drift of Mist Homburg Gray Baguette Thunder Gray Pewter Bronze Blend Chalk Dust
7014 7669 6258 6258 6258 6258 6258 NA Musket NA 4502 Tundrabrick Eider White Summit Gray Tricorn Black Tricorn Black Tricorn Black Tricorn Black Tricorn Black Arcadia Canyon Brown Latigo
6147 NA 7032 7048 7048 6229 6229 NA Musket 3646 NA Country Rubble Panda White Warm Stone Urbane Bronze Urbane Bronze Tempe Star Tempe Star Sunset Blend Cognac 7507 NA 9183 2735 2736 2838 2838 NA Musket 3581 NA Country Rubble Stone Lion Dark Clove Rockweed Rockweed Polished
Mahogany
Polished
Mahogany
Arcadia
Canyon Brown Bella
7634 NA 7046 7645 7045 6013 6013 NA Musket 3645 NA Country Rubble Pediment Anonymous Thunder Gray Intellectual Gray Bitter Chocolate Bitter Chocolate Sunrise Blend Polermo 7642 NA 7551 7551 7020 7749 7749 NA Musket 3697 NA Fieldedge Pavestone Greek Villa Greek Villa Black Fox Laurel Woods Laurel Woods Slate Range Andate * All veneer stone grout to be gray
** Decorative tile grout to match stucco body color
***
32 81
76 15
30 2022 38
2021 77
2023 61
THE RANCH :: CANYON

RANCHO CORDOVA, CA
Siding / B&B (S)
Sherwin Williams

WB - FARMHOUSE
7004I
7200

XB - TUSCAN
7100

YB - CRAFTSMAN
4019
17 2024
Body (A) Concrete Roof Tile
Sherwin Williams Eagle Roof Tile
50 83 6
9 73
7030F
4007C
4021
4020
30 5
Elevation
Style
32 76
48 28
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1081 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
(A)
(B)
(C)
(D)
(H)
(E)
COLOR SCHEME #4007C
Color Legend
(A) Body: SW 7023 Requisite Gray (LRV:45)
(S) Siding/Board and Batten: SW 6209 Ripe Olive (LRV:6) (B) Trim: SW 7014 Eider White
(C) Fascia: SW 7014 Eider White
(D) Garage Door: SW 7069 Iron Ore
(E) Entry: SW 9130 Evergreen Fog
(H) Shutters: SW 9130 Evergreen Fog

YB - CRAFTSMAN
(S)
Roof: Eagle - 5689 Brown Range
Veneer: El Dorado Stone - RoughCut -
Moonlight
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1082 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
(A)
(B)
(C)
(D)
(H)
(E)
COLOR SCHEME #4019
Color Legend
(A) Body: SW 7663 Monorail Silver (LRV:50)
(S) Siding/Board and Batten: SW 2740 Mineral Gray (LRV:9) (B) Trim: SW 7070 Site White
(C) Fascia: SW 7070 Site White
(D) Garage Door: SW 6988 Bohemian Black
(E) Entry: SW 6988 Bohemian Black
(H) Shutters: SW 6988 Bohemian Black
(S)

YB - CRAFTSMAN
Roof: Eagle - 5689 Brown Range
Veneer: El Dorado Stone - Country Rubble -
Polermo
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1083 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
(A)
(B)
(C)
(D)
(H)
(E)
COLOR SCHEME #4020
Color Legend
(A) Body: SW 7019 Gauntlet Gray (LRV:17)
(S) Siding/Board and Batten: SW 9084 Cocoa Whip (LRV:28) (B) Trim: SW 8917 Shell White
(C) Fascia: SW 8917 Shell White
(D) Garage Door: SW 9084 Cocoa Whip
(E) Entry: SW 6990 Caviar
(H) Shutters: SW 6990 Caviar
(S)

YB - CRAFTSMAN
Roof: Eagle - 5699 Charcoal Range
Veneer: El Dorado Stone - Cliffstone -
Montecito
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1084 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
(A)
(B)
(C)
(D)
(H)
(E)
COLOR SCHEME #4021
Color Legend
(A) Body: SW 7669 Summit Gray (LRV:30)
(S) Siding/Board and Batten: SW 6055 Fiery Brown (LRV:5) (B) Trim: SW 7042 Shoji White
(C) Fascia: SW 6069 French Roast
(D) Garage Door: SW 6202 Cast Iron
(E) Entry: SW 6174 Andiron
(H) Shutters: SW 6174 Andiron
(S)

YB - CRAFTSMAN
Roof: Eagle - 5502 Arcadia Canyon Brown
Veneer: El Dorado Stone - RoughCut -
Moonlight
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1085 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
COLOR SCHEME #7004I
Color Legend
(A) Body: SW 7642 Pavestone (LRV:32)
(S) Siding/Board and Batten: SW 7012 Creamy (LRV:81)
(B) Trim: SW 7012 Creamy
(C) Fascia: SW 7012 Creamy
(D) Garage Door: SW 7012 Creamy
(E) Entry: SW 2839 Roycroft Copper Red
(H) Shutters: SW 2839 Roycroft Copper Red

WB - FARMHOUSE
(S)
Roof: Eagle - 4503 Sierra Madre
Veneer: El Dorado Stone - Tundrabrick -
Ashland
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1086 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
COLOR SCHEME #7030F
Color Legend
(S)
(A) Body: SW 7636 Origami White (LRV:76)
(S) Siding/Board and Batten: SW 7636 Origami White (LRV:76) (B) Trim: SW 7636 Origami White
(C) Fascia: SW 7069 Iron Ore
(D) Garage Door: SW 7069 Iron Ore
(E) Entry: SW 6214 Underseas
(H) Shutters: SW 7069 Iron Ore

WB - FARMHOUSE
Veneer: El Dorado Stone - Tundrabrick -
Ironside
Roof: Eagle - 4591 Dark Gray Range
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1087 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
COLOR SCHEME #7100
(A) Body: SW 6002 Essential Gray (LRV:48)
(S) Siding/Board and Batten: SW 7622 Homburg Gray (LRV:15) (B) Trim: SW 9166 Drift of Mist
(C) Fascia: SW 9166 Drift of Mist
(D) Garage Door: SW 7622 Homburg Gray
(E) Entry: SW 6123 Baguette
(H) Shutters: SW 7645 Thunder Gray
Color Legend
(S)

WB - FARMHOUSE
Roof: Eagle - 4690 Pewter Bronze Blend
Veneer: El Dorado Stone - Tundrabrick -
Chalk Dust
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1088 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
COLOR SCHEME #7200
Color Legend
(A) Body: SW 7014 Eider White (LRV:73)
(S) Siding/Board and Batten: SW 7669 Summit Gray (LRV:30) (B) Trim: SW 6258 Tricorn Black
(C) Fascia: SW 6258 Tricorn Black
(D) Garage Door: SW 6258 Tricorn Black
(E) Entry: SW 6258 Tricorn Black
(S) Shutters: SW 6258 Tricorn Black
(S)

WB - FARMHOUSE
Roof: Eagle - 4502 Arcadia Canyon Brown
Veneer: El Dorado Stone - Tundrabrick -
Latigo
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1089 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
(A) Body: SW 6147 Panda White (LRV:77)
(B) Trim: SW 7032 Warm Stone
(C) Fascia: SW 7048 Urbane Bronze
(D) Garage Door: SW 7048 Urbane Bronze
(E) Entry: SW 6229 Tempe Star
(H) Shutters: SW 6229 Tempe Star
Roof: Eagle -3646 Sunset Blend
Color Legend
COLOR SCHEME #2021

XB - TUSCAN
Veneer: El Dorado Stone - Country Rubble -
Cognac
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1090 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
(A) Body: SW 7507 Stone Lion (LRV:38)
(B) Trim: SW 9183 Dark Clove
(C) Fascia: SW 2735 Rockweed
(D) Garage Door: SW 2735 Rockweed
(E) Entry: SW 2838 Polished Mahogany
(H) Shutters: SW 2838 Polished Mahogany
COLOR SCHEME #2022
Color Legend
Roof: Eagle - 3581 Arcadia Canyon Brown

XB - TUSCAN
Veneer: El Dorado Stone - Country Rubble -
Bella
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1091 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
Color Legend
COLOR SCHEME #2023
(A) Body: SW 7634 Pediment (LRV:61)
(B) Trim: SW 7046 Anonymous
(C) Fascia: SW 7645 Thunder Gray
(D) Garage Door: SW 7045 Intellectual Gray
(E) Entry: SW 6013 Bitter Chocolate
(H) Shutters: SW 6013 Bitter Chocolate
Roof: Eagle - 3645 Sunrise Blend

XB - TUSCAN
Veneer: El Dorado Stone - Country Rubble -
Polermo
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1092 of 2762 ends

(A)
(B)
(C)
(D)
(H)
THE RANCH :: CANYON NCD - RANCHO CORDOVA, CA |
(E)
Roof: Eagle - 3697 Slate Range
COLOR SCHEME #2024
(A) Body: SW 7642 Pavestone (LRV:32)
(B) Trim: SW 7551 Greek Villa
(C) Fascia: SW 7551 Greek Villa
(D) Garage Door: SW 7020 Black Fox
(E) Entry: SW 7749 Laurel Woods
(H) Shutters: SW 7749 Laurel Woods
Color Legend

XB - TUSCAN
Veneer: El Dorado Stone - Fieldledge -
Andante
ITEM 10.2. ATTACHMENT 2 Exhibit A to the Resolution

Page 1093 of 2762 ends

STREET
STREET PLAN 1 (INTERIOR LOT) PLAN 1 (CORNER LOT) ROOT BARRIER, TYP. MASTER PLANT MATERIAL LIST BOTANICAL NAME ... COMMON NAME SIDEYARD TREES (AT CORNER LOTS): WATER SIZE KEY USE SHRUBS: FRONTYARD TREES: LANDSCAPE PLANTING NOTES SOIL TESTING NOTES GROUNDCOVER: KEY LANDSCAPE LEGEND TREES - NOT ALL SYMBOLS SHOWN SHRUBS PLANT QUANTITY PLANT KEY ROOT BARRIER, INSTALL WHERE SHOWN ON PLANS KEY LANDSCAPE LEGEND L1.1 INITIAL BOX SHEET OF SHEET NO. SHEET TITLE JOB NO. DATE REVISIONSg r o u p AND PLANNING LANDSCAPE ARCHITECTURE 2707 K Street, Suite 205 Sacramento, CA 95816 916 369-3990 K. HOVNANIAN HOMES
3721 DOUGLAS BLVD. #150
ROSEVILLE, CA 95661
(916) 945-5347 Peter D. Larimer C-5284 The Landscape Architects do not represent that these plans or the specifications in connection therewith are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The Landscape Architects disclaim respon-ibility for these plans and specifications if they are used in whole or in part at any other site. 1/18/22 21-68.P

CANYON AT THE RANCH,

TYPICAL PRODUCTION
HOMES

RANCHO CORDOVA, CA
FOR REVIEW ONLY, NOT FOR CONSTRUCTION 1 6 THEM FOR EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED LANDSCAPE ARCHITECT DATE PLAN 1 TYPICAL LANDSCAPE PLANTING PLAN ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1094 of 2762 ends

STREET
STREET PLAN 2 (INTERIOR LOT) PLAN 2 (CORNER LOT) ROOT BARRIER, TYP. MASTER PLANT MATERIAL LIST BOTANICAL NAME ... COMMON NAME SIDEYARD TREES (AT CORNER LOTS): WATER SIZE KEY USE SHRUBS: FRONTYARD TREES: LANDSCAPE PLANTING NOTES SOIL TESTING NOTES GROUNDCOVER: KEY LANDSCAPE LEGEND TREES - NOT ALL SYMBOLS SHOWN SHRUBS PLANT QUANTITY PLANT KEY ROOT BARRIER, INSTALL WHERE SHOWN ON PLANS KEY LANDSCAPE LEGEND L2.1 INITIAL BOX SHEET OF SHEET NO. SHEET TITLE JOB NO. DATE REVISIONSg r o u p AND PLANNING LANDSCAPE ARCHITECTURE 2707 K Street, Suite 205 Sacramento, CA 95816 916 369-3990 K. HOVNANIAN HOMES
3721 DOUGLAS BLVD. #150
ROSEVILLE, CA 95661
(916) 945-5347 Peter D. Larimer C-5284 The Landscape Architects do not represent that these plans or the specifications in connection therewith are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The Landscape Architects disclaim respon-ibility for these plans and specifications if they are used in whole or in part at any other site. 1/18/22 21-68.P

CANYON AT THE RANCH,

TYPICAL PRODUCTION
HOMES

RANCHO CORDOVA, CA
FOR REVIEW ONLY, NOT FOR CONSTRUCTION 2 6 THEM FOR EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED LANDSCAPE ARCHITECT DATE PLAN 2 TYPICAL LANDSCAPE PLANTING PLAN ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1095 of 2762 ends

STREET
STREET PLAN 3 (INTERIOR LOT) PLAN 3 (CORNER LOT) ROOT BARRIER, TYP. MASTER PLANT MATERIAL LIST BOTANICAL NAME ... COMMON NAME SIDEYARD TREES (AT CORNER LOTS): WATER SIZE KEY USE SHRUBS: FRONTYARD TREES: LANDSCAPE PLANTING NOTES SOIL TESTING NOTES GROUNDCOVER: KEY LANDSCAPE LEGEND TREES - NOT ALL SYMBOLS SHOWN SHRUBS PLANT QUANTITY PLANT KEY ROOT BARRIER, INSTALL WHERE SHOWN ON PLANS KEY LANDSCAPE LEGEND L3.1 INITIAL BOX SHEET OF SHEET NO. SHEET TITLE JOB NO. DATE REVISIONSg r o u p AND PLANNING LANDSCAPE ARCHITECTURE 2707 K Street, Suite 205 Sacramento, CA 95816 916 369-3990 K. HOVNANIAN HOMES
3721 DOUGLAS BLVD. #150
ROSEVILLE, CA 95661
(916) 945-5347 Peter D. Larimer C-5284 The Landscape Architects do not represent that these plans or the specifications in connection therewith are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The Landscape Architects disclaim respon-ibility for these plans and specifications if they are used in whole or in part at any other site. 1/18/22 21-68.P

CANYON AT THE RANCH,

TYPICAL PRODUCTION
HOMES

RANCHO CORDOVA, CA
FOR REVIEW ONLY, NOT FOR CONSTRUCTION 3 6 THEM FOR EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED LANDSCAPE ARCHITECT DATE PLAN 3 TYPICAL LANDSCAPE PLANTING PLAN ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1096 of 2762 ends

STREET
STREET PLAN 4 (INTERIOR LOT) PLAN 4 (CORNER LOT) ROOT BARRIER, TYP. MASTER PLANT MATERIAL LIST BOTANICAL NAME ... COMMON NAME SIDEYARD TREES (AT CORNER LOTS): WATER SIZE KEY USE SHRUBS: FRONTYARD TREES: LANDSCAPE PLANTING NOTES SOIL TESTING NOTES GROUNDCOVER: KEY LANDSCAPE LEGEND TREES - NOT ALL SYMBOLS SHOWN SHRUBS PLANT QUANTITY PLANT KEY ROOT BARRIER, INSTALL WHERE SHOWN ON PLANS KEY LANDSCAPE LEGEND L4.1 INITIAL BOX SHEET OF SHEET NO. SHEET TITLE JOB NO. DATE REVISIONSg r o u p AND PLANNING LANDSCAPE ARCHITECTURE 2707 K Street, Suite 205 Sacramento, CA 95816 916 369-3990 K. HOVNANIAN HOMES
3721 DOUGLAS BLVD. #150
ROSEVILLE, CA 95661
(916) 945-5347 Peter D. Larimer C-5284 The Landscape Architects do not represent that these plans or the specifications in connection therewith are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The Landscape Architects disclaim respon-ibility for these plans and specifications if they are used in whole or in part at any other site. 1/18/22 21-68.P

CANYON AT THE RANCH,

TYPICAL PRODUCTION
HOMES

RANCHO CORDOVA, CA
FOR REVIEW ONLY, NOT FOR CONSTRUCTION 4 6 THEM FOR EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED LANDSCAPE ARCHITECT DATE PLAN 4 TYPICAL LANDSCAPE PLANTING PLAN ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1097 of 2762 ends

STREET
STREET PLAN 5 (INTERIOR LOT) PLAN 5 (CORNER LOT) ROOT BARRIER, TYP. MASTER PLANT MATERIAL LIST BOTANICAL NAME ... COMMON NAME SIDEYARD TREES (AT CORNER LOTS): WATER SIZE KEY USE SHRUBS: FRONTYARD TREES: LANDSCAPE PLANTING NOTES SOIL TESTING NOTES GROUNDCOVER: KEY LANDSCAPE LEGEND TREES - NOT ALL SYMBOLS SHOWN SHRUBS PLANT QUANTITY PLANT KEY ROOT BARRIER, INSTALL WHERE SHOWN ON PLANS KEY LANDSCAPE LEGEND L5.1 INITIAL BOX SHEET OF SHEET NO. SHEET TITLE JOB NO. DATE REVISIONSg r o u p AND PLANNING LANDSCAPE ARCHITECTURE 2707 K Street, Suite 205 Sacramento, CA 95816 916 369-3990 K. HOVNANIAN HOMES
3721 DOUGLAS BLVD. #150
ROSEVILLE, CA 95661
(916) 945-5347 Peter D. Larimer C-5284 The Landscape Architects do not represent that these plans or the specifications in connection therewith are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The Landscape Architects disclaim respon-ibility for these plans and specifications if they are used in whole or in part at any other site. 1/18/22 21-68.P

CANYON AT THE RANCH,

TYPICAL PRODUCTION
HOMES

RANCHO CORDOVA, CA
FOR REVIEW ONLY, NOT FOR CONSTRUCTION 5 6 THEM FOR EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED LANDSCAPE ARCHITECT DATE PLAN 5 TYPICAL LANDSCAPE PLANTING PLAN ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1098 of 2762 ends

KEYKEY
1 2
3 4
5 6
7 8
9 10 11 12 13 14 15 16 54 55 56 57 58 59 60 61 62 63 64 65 53 52 51 50 49 48 47 46 45 44 43 42 41 22 23 24 25 26 40 39 38 37 36 35 34 33 32 31 30 29 28 2717 18 19 20 21 KEY LANDSCAPE LEGEND CELTIS SINENSIS ... CHINESE HACKBERRY MAGNOLIA GRANDIFLORA ... SOUTHERN MAGNOLIA ULMUS PARVIFOLIA ... CHINESE ELM ZELKOVA SERRATA ... SAWLEAF ZELKOVA ACER BUERGERIANUM ... TRIDENT MAPLE CERCIS CANADENSIS ... EASTERN REDBUD GINKGO BILOBA 'AUTUMN GOLD' ... AUTUMN GOLD GINKGO MALUS 'PRAIRIFIRE' ... PRAIRIIFIRE CRABAPPLE PISTACIA CHINENSIS ... CHINESE PISTACHE PRUNUS 'KANZAN' ... KANZAN FLOWERING CHERRY ELAEOCARPUS DECIPIENS ... JAPANESE BLUEBERRY TREE LD.3 INITIAL BOX SHEET OF SHEET NO. SHEET TITLE JOB NO. DATE REVISIONSg r o u p AND PLANNING LANDSCAPE ARCHITECTURE 2707 K Street, Suite 205 Sacramento, CA 95816 916 369-3990 K. HOVNANIAN HOMES
3721 DOUGLAS BLVD. #150
ROSEVILLE, CA 95661
(916) 945-5347 Peter D. Larimer C-5284 The Landscape Architects do not represent that these plans or the specifications in connection therewith are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The Landscape Architects disclaim respon-ibility for these plans and specifications if they are used in whole or in part at any other site. 1/18/22 21-68.P

CANYON AT THE RANCH,

TYPICAL PRODUCTION
HOMES

RANCHO CORDOVA, CA

FOR REVIEW

ONLY, NOT FOR

CONSTRUCTION
6 6 OVERALL TREE PLANTING PLAN

MATCHLINE

MATCHLINE
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1099 of 2762 ends

ITEM 10.2. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 1 of 5 ends

PLND-0122-0025 Ranch Villages 2 and 3 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring

1. The approved entitlement is for a Major Design Review Permit for The Ranch Villages 2 and 3. The project shall be constructed consistent with the Design Booklet (Exhibit A) for five residential floor plans, and preliminary landscape plans.

Project PLND-0122-0025.

Project
Description
On-Going Planning

2. Applicant(s) agree to defend, indemnify and hold harmless with Counsel selected by the City of Rancho Cordova (“City”) and its agents, officers, consultants, and employees (“City’s Agents”) from any and all claims, actions, suits, or
proceedings against the City or the City’s Agents to attack, set aside, void, or annul an approval by the City, or the City’s Agents concerning the project (collectively “Claim”). The City shall promptly notify the Applicant of any Claim and the City shall cooperate fully in the defense. Nothing in this
paragraph obligates the City to defend any Claim and the City is not required to pay or perform any settlement arising from any such Claim not defended by the City, unless the settlement is approved in writing by the City.

General On-Going Planning

Minor modifications that are found to be in substantial conformance with the approved plans such as colors, plant materials, or minor lot line adjustments, may be approved administratively. Major modifications shall be approved by the applicable decision making body.

General On-Going Planning

4. Applicant/Developer shall not carry a negative account balance with the City for the processing of the project. If a negative account balance occurs, it will be the developer's responsibility to pay the balance due, in order to avoid delays in the processing of future permits or recordation of maps.

Please email the Finance Department at
[email protected] for the status of your General On-Going Planning

Page 1100 of 2762 ends

ITEM 10.2. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 2 of 5 ends

PLND-0122-0025 Ranch Villages 2 and 3 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
account with the City.

5. The Major Design Review is valid for a period of three (3) years from the date of City Council approval unless an
extension is granted by the Community Development
Director or the Development Agreement expiration date.

Expiration On-Going Planning

6. The applicant shall comply with the Ranch Special Planning Area EIR Mitigation Monitoring Reporting Plan (MMRP).

Environmental On-Going Planning

7. Signage is not approved with this permit. All signage shall comply with the City of Rancho Cordova Zoning Code.

Signage On-Going Planning

8. Noise sources associated with construction, repair,
remodeling, demolition, paving and/or grading of any real property must adhere to the development standards outlined within the City’s Noise Element, RCMC 6.68 and RCMC

16.18.1407(F).

Noise On-Going Code Enforcement
/Building

9. The removal and replanting of landscape not listed on the approved plan set must be consistent with RCMC

23.716.080 through 23.716.090 and reviewed by the
Planning Department prior to the removal. All landscape care, maintenance, and tree pruning must adhere to RCMC

23.716.100 through 23.716.110.

Landscaping On-Going Planning

10. Applicant shall be responsible for all damage to City streets associated with construction of the project and shall repair any damage as soon as possible.

Infrastructure On-Going Public Works
Prior to Issuance of Building Permit

11. Submit Master Plans that include final landscaping and fence plans for review and approval by the Planning Department.

Landscape Prior to Issuance of
Building Permit
Planning

12. Final landscape plan shall include the addition of weed barrier installed in Front yard prior to installation of ground cover for each production home.

Weed Barrier Prior to Issuance of
Building Permit
Planning

Page 1101 of 2762 ends

ITEM 10.2. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 3 of 5 ends

PLND-0122-0025 Ranch Villages 2 and 3 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring

13. The following criteria will be used to ensure the project meets the adopted design guidelines:
 Two of the same architectural styles or color schemes shall not be placed next to each other.
 No two of the same floor plans may be placed next to
each other, unless they have different elevations.

Plan Layout and
Architecture
Prior to Issuance of
Building Permit
Planning

14. The applicant shall contact Permit Services Unit at [email protected] or 916-876-6100 to
determine if sewer impact fees are due.

Sewer Prior to issuance of
Building Permits
Sacramento
Sewer District

15. Prior to the issuance of any building permits for the project, the project developer/owner shall pay appropriate
development fees applicable at the time of building permit issuance in accordance with Title 4 of the Sacramento
County Water Agency (SCWA) Code.

Water Prior to issuance of
Building Permits
Sacramento Water
Agency

16. Residential fire sprinkler plans shall be submitted for review and approval to the Sacramento Metropolitan Fire District for all new one and two family dwellings in accordance with the California Residential Code.

Fire Sprinklers Prior to issuance of
Building Permits
Fire

17. A final landscape plan shall be submitted to the Planning Department in conjunction with improvement plan and or
building permit submittal and approved by the Planning and Public Works Departments prior to issuance of permits
and/or any installation of landscape materials RCMC

23.716.020. The final landscape planting and irrigation plan shall be prepared by a registered licensed landscape
architect and include the following items per RCMC

22.180.060:
• Planting plan to scale that indicate slope
• Irrigation Plan
• Soils Test
• Water Use Calculations
Landscaping Prior to issuance of
Building Permits
Planning/Public
Works

Page 1102 of 2762 ends

ITEM 10.2. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 4 of 5 ends

PLND-0122-0025 Ranch Villages 2 and 3 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
• Irrigation Schedule

18. The applicant shall comply with SMUD conditions as follows; a. The applicant will need to conduct a pre-engineering meeting with all utilities to ensure property clearances are maintained.
b. SMUD reserves the right to use any portion of its
easements on or adjacent to the subject property that
it reasonably needs and shall not be responsible for
any damages to the developed property within said
easement that unreasonably interferes with those
needs.
c. The Applicant shall not place any building foundations within 5-feet of any SMUD trench to maintain
adequate trench integrity. The Applicant shall verify
specific clearance requirements for other utilities
(e.g., Gas, Telephone, etc.).
d. Any necessary future SMUD facilities located on the
Applicant’s property shall require a dedicated SMUD
easement. This will be determined prior to SMUD
performing work on the Applicant’s property.

SMUD
Infrastructure
Prior to issuance of
Building Permits
SMUD
Prior to Final Inspection

19. Property Owner/Developer shall record Covenants,
Conditions and Restrictions (CC&Rs) in a form approved by the City that names the City as a third-party beneficiary with rights and without obligation to, enforce the CC&Rs. The CC&Rs shall contain, at a minimum, certain provisions and references to the City’s Property Maintenance Code and
prohibit the parking of trailers, boats or recreational vehicles in the driveway or on the public street.

Record
CC&Rs
Prior to 1st final
Building Permit
Planning

20. A concrete pad area shall be installed by the developer for the storage of garbage receptacles behind the fence line.

Outdoor area Prior to final Building
Inspection
Planning

21. Each home must be equipped with adequate outdoor lighting as well as an illuminated address plate located on the front elevation.

Lighting Prior to final Building
Inspection
Planning

Page 1103 of 2762 ends

ITEM 10.2. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 5 of 5 ends

PLND-0122-0025 Ranch Villages 2 and 3 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring

22. Upon completion of the installation of the landscaping, the designer shall certify that the landscape complies with all city water conserving landscape requirements. Certification shall be accomplished by completion of a certificate of compliance on a form approved by the director of the city public works department. Specifically, for the Landscape Lots along the public right of way, failure to submit a complete and accurate certificate of compliance will delay final approval of the project and/or discontinue water service per RCMC

22.180.090. Upon receipt of the certificate of compliance and site inspection from City staff, the landscaping performance bond will be released.

Landscaping Prior to final Building
Inspection
Public Works

23. Residential roof coverings shall consist of materials having a minimum Class C rating.

Fire Prior to final Building
Inspection
Fire

24. Approved numbers or addresses shall be placed on all new or existing buildings in such a position as to be easily read from the street or road fronting the property. The minimum size of the numbers shall not be less than six (6) inches and shall be mounted immediately adjacent to a light source and shall also contrast with their background.

Address Prior to final Building
Inspection
Fire

Page 1104 of 2762 ends

City Council Staff Report – Page 1 of 8

MEMORANDUM
ITEM 10.3.

DATE: May 16, 2022
TO: Honorable Mayor and Council Members
FROM: Chance Finley-Ross, Assistant Planner
SUBJECT: SUN CENTER OFFICE AND WAREHOUSE BUILDING MAJOR DESIGN REVIEW; PROJECT NO. PLND-1221-0023 – 11201 SUN CENTER DRIVE PROPERTY OWNER:

SFC Leasing, L.P.
3430 Luyung Drive
Rancho Cordova, CA 95742
APPLICANT/DEVELOPER:

SFC Leasing, L.P.
3430 Luyung Drive
Rancho Cordova, CA 95742
PROJECT: The Applicant requests a Major Design Review for the development of a new building located at 11201 Sun Center Drive on a parcel that is 1.2 acres of vacant land. Proposed development includes the addition of a 13,500 square foot office and warehouse building, accompanied by new parking, landscaping, lighting, site amenities, and new gates and fencing.

FILE: PLND-1221-0023
LOCATION:

ZONING:
11201 Sun Center Drive
Office Industrial Mixed-Use (OIMU)
APN: 072-0490-009-0000
PLANNER: Chance Finley-Ross, Assistant Planner

RECOMMENDATION
Determine the project is exempt under CEQA Exemption 15332, projects characterized as in-fill development; and adopt the Resolution approving the Major Design Review for a warehouse and associated office space building totaling 13,500 square feet that includes parking, lighting, and landscaping

RESULT OF RECOMMENDED ACTION
Adoption of the Resolution would approve the Major Design Review and would allow the applicant to submit for necessary improvement plans and building permits to begin construction.

PROJECT DESCRIPTION
A Major Design Review application was submitted on December 16, 2021, for a new singlestory office and warehouse building. The proposed building will be approximately 13,500 square feet in size and will be accompanied by a fenced yard area, landscaping, a new trash enclosure, auto and bicycle parking, and new gates and fencing. At the time of this Major Design Review’s processing, the space does not have a proposed tenant.

Page 1105 of 2762 ends

City Council Staff Report – Page 2 of 8
The proposed warehouse and office building is situated on 1.2 acres of vacant and undeveloped land in an area of the city that is predominantly developed. The property is located at the corner of Gold Tailings Court and Sun Center Drive and is zoned Office Industrial Mixed-Use (OIMU), which allows office and warehouse uses by right. The property directly to the north of the subject parcel is utilized as a screened outdoor storage yard, while other surrounding parcels are occupied by similar industrial, and office uses.

Figure 1: Site Location

Page 1106 of 2762 ends

City Council Staff Report – Page 3 of 8
Figure 2: Zoning Map

GENERAL PLAN CONSISTENCY
The project site is located within the Office Mixed Use (OMU) designation of the City’s General Plan. The General Plan compares the OMU designation to zoning designations such as Office Professional Mixed Use (OPMU) and Office Industrial Mixed Use (OIMU) within the City’s Municipal Code. The proposed shell industrial building would be consistent with structures and uses allowed within the OIMU and compatible with future buildings within the same General Plan designation.

ZONING ORDINANCE CONSISTENCY
The project site is zoned Office Industrial Mixed Use (OIMU) where an office and warehouse building is permitted by right.

Page 1107 of 2762 ends

City Council Staff Report – Page 4 of 8

ANALYSIS
MAJOR DESIGN REVIEW:

Site Plan Layout:

The proposed site plan includes the following:
 A single building with 12,300 square feet of warehouse space and 1,200 square feet of office space totaling 13,500 square feet.
 Screened yard space that includes a 6-foot-high solid metal fencing and gate material to match the existing fencing to the north of the property.  New trash and recycling enclosure to be screened within proposed yard area.  16 vehicle parking spaces and bicycle parking stalls located near the main entrance.  Landscaping along Sun Center Drive and Gold Tailings Court that incorporates trees and shrubs throughout the building’s frontage.

Figure 3: Proposed Site Plan
Architecture:

The proposed building architecture was reviewed for quality of design, use of variety of materials and colors, as well as for compatibility with the surrounding buildings. To break up the façade, the building includes varying parapet heights, recessed frontages, foam coping accents, glass windows with metal horizontal canopies, and building attached lighting. The building will

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City Council Staff Report – Page 5 of 8
be painted five colors, consisting of white, dark and light grays, and a gray-blue accent. For further façade diversification, an accent band has been added to wrap each elevation.

Figure 4: Proposed Elevations

Page 1109 of 2762 ends

City Council Staff Report – Page 6 of 8
Landscaping:

The proposed landscaping includes shade trees, shrubs, and groundcover throughout the property. The proposed landscaping provides sufficient shading to meet minimum parking lot shade requirements while also providing a significant landscape buffer along Gold Tailings Court and Sun Center Drive.

Figure 5: Landscape Plan
Traffic, Access, and Parking:

Primary access to the site will be achieved through two driveways: one on Gold Tailings Court and the other on Sun Center Drive. On-site circulation will allow through-access for vehicles from each driveway. Parking spaces are distributed on the northwest, west, and east of the building, with a total of 16 spaces provided. The proposed use is stated as a warehouse use, which is permitted by right at this location. Any future tenants requesting a use that is not permitted by right at this location will be required to obtain the appropriate use permits from the Planning Department and will be subject to additional review at that time.

Page 1110 of 2762 ends

City Council Staff Report – Page 7 of 8
City Design Guidelines
The proposed project has been reviewed in accordance with City Design Guidelines. The project is consistent with the City Design Guidelines based on the criteria below.  The project parking is distributed throughout the project site and is consistent with the City Design Guidelines which reduces appearance of asphalt and provides the building to have a strong relationship to the street.
 The building roll-up doors are oriented so that they do not directly face the primary street frontage.
 There are multiple parapet heights and horizontal canopies to provide relief and variation of the building’s façade.
 Darker colors define the “accent” of the building through color bands, canopies, and columns, with lighter white and grays serving as the “base” color toward the upper portions of each elevation.
 The building’s frontage includes large windows to accentuate an office appearance, while each window is accompanied by a horizontal metal canopy.  The building has a defined roof line cornice that includes a foam coping accented with dark gray and varying parapet heights.
 Various materials, including concrete, glass, aluminum, and stucco have been included in the façade.
 Landscaping is consistent with the City Design Guidelines and City Zoning Ordinance which includes parking lot shading and streetscape buffers along Gold Tailings Court and Sun Center Drive.

FISCAL ANALYSIS OF PROJECT
Staff anticipates that the project will have a positive fiscal impact due to the short term and longterm positions for the construction of the shell building and the future uses of the site. The development of the building and the property from vacant land to a business will also provide an additional positive impact through the increase in property taxes on the site as well as within the surrounding area.

ENVIRONMENTAL REVIEW
The project applicant is requesting approval of a Major Design Review for the proposed project.

Under CEQA, the City lacks the discretion under the Major Design Review approval process to consider environmental effects not related to the design of the Project, including, but not limited to human health impacts from toxic air contaminants, greenhouse gas emissions, and impacts of biological resources.

The Major Design Review associated with the Sun Center Office and Warehouse Building would be exempt from CEQA review under CEQA State Guidelines Section 15332. This exempts projects from CEQA that are characterized as in-fill development The project is consistent with general plan and zoning designations and regulations. The project site is located in the city limits, would involve site improvements covering less than 2 acres, and is surrounded by existing office mixed uses. The site is vacant, contains no trees, and appears to have been previously disturbed by grading activities and contains no habitat for endangered, rare or threatened species. Implementation of the office and warehouse building, along with parking and landscaping features, will not result in any significant effects relating to traffic, noise, air

Page 1111 of 2762 ends

City Council Staff Report – Page 8 of 8
quality, or water quality. The development is considered an extension of existing office mixed uses on adjacent and nearby properties. Lastly, the site is currently, and would continue to be, served by all required utilities and public services.

So long as the project does not have any project-specific significant effects peculiar to the Major Design Review and not identified in the previous environmental documentation, the project is exempt and no environmental document pursuant to CEQA is required.

RECOMMENDED MOTIONS
Staff recommends that the City Council find the project as follows:
 To be in compliance with the California Environmental Quality Act (CEQA) as exempt pursuant to CEQA Guidelines Section 15332; and
 Adopt Resolution approving the Major Design Review for the Sun Center Office and Warehouse Building, PLND-1221-0023, Project Plans (Attachment 2) and Conditions of Approval (Attachment 3).

ATTACHMENT(S)

1. Resolution

2. Exhibit A to the Resolution - Project Plans

3. Exhibit B to the Resolution - Conditions of Approval

Page 1112 of 2762 ends

ITEM 10.3. ATTACHMENT 1
Resolution No. XXX-2022 Page 1 of 3

CITY OF RANCHO CORDOVA
CITY COUNCIL RESOLUTION NO. XXX-2022

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA,

STATE OF CALIFORNIA, APPROVING A MAJOR DESIGN REVIEW FOR THE SUN CENTER OFFICE AND WAREHOUSE BUILDING PROJECT NO. PLND-1221-0023 WHEREAS, SFC Leasing L.P., (hereinafter referred to as Applicant) filed a separate application for a Major Design Review approval for the Sun Center Office and Warehouse Building project; and
WHEREAS, the City Council is the appropriate authority to hear and take action on this project; and
WHEREAS, the project site is located at 11201 Sun Center Drive and includes a Major Design Review for a new 13,500 SF shell warehouse and accessory office building and site improvements; and
WHEREAS, the City Council of the City of Rancho Cordova has conducted a properly noticed public hearing pursuant to Government Code section 65090 and has duly considered all written and verbal testimony presented during the hearing.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA HEREBY RESOLVES AS FOLLOWS:

1. The CEQA exemption found in California Code of Regulation Title 14, Section 15332 (Projects Characterized as In-fill Development) is an adequate exemption according to the Guidelines of the California Environmental Quality Act.

A. Finding: The project has been analyzed and is exempt per CEQA Exemption 15332, “projects characterized as in-fill development”.

Evidence: The project applicant is requesting approval of a Major Design Review for the proposed project. Under CEQA, the City lacks the discretion under the Major Design Review approval process to consider environmental effects not related to the design of the Project, including, but not limited to human health impacts from toxic air contaminants, greenhouse gas emissions, and impacts of biological resources.

Page 1113 of 2762 ends

ITEM 10.3. ATTACHMENT 1
Resolution No. XXX-2022 Page 2 of 3
So long as the project does not have any project-specific significant effects peculiar to the Major Design Review and not identified in the previous environmental documentation, the project is exempt and no environmental document pursuant to CEQA is required.

2. Approval of the Major Design Review, subject to the Design Review Package (Exhibit A) and the Conditions of Approval (Exhibit B) must provide sufficient evidence for the Findings required by Zoning Code Section 23.141.070. Findings and supportive evidence are shown below:

A. Finding: The proposed project is consistent with the objectives of the General Plan, complies with applicable zoning regulations, Specific Plan provisions, and special planning area provisions, and is consistent with the applicable Rancho Cordova Design Guidelines.

Evidence: The proposed project is consistent with the purpose and intent of adopted policies and regulations, including the General Plan, Zoning Code, design guidelines, and the Municipal Code. The industrial warehouse with associated office use is permitted within the Office Industrial Mixed-Use zoning designation and consistent with the Office Mixed Use designation of the General Plan.

B. Finding: The proposed architecture, site design, and landscape are suitable for the purposes of the building and the site and will enhance the character of the neighborhood and community.

Evidence: The proposed site design includes a single building consisting of 12,300 square feet of warehouse and 1,200 square feet of accessory office space, a fully screened yard area, parking, lighting, and landscaping. Parking is located to the northwest, west, and east of the proposed building. The building includes glass windows along the entire front elevation facing Sun Center Drive and partially along the east and west elevations, with metal horizontal canopies over all main window features. The building rooflines facing the public right-of-way are capped with an accented cornice and have varying roofline heights. The building architecture and materials, and landscaping are consistent with the surrounding area and City Design Guidelines. The proposed project would utilize a currently vacant parcel in a largely developed area of the city.

C. Finding: The architecture, including the character, scale, and quality of the design, relationship with the site and other buildings, building materials, screening of exterior appurtenances, exterior lighting and signing, and similar elements establishes a clear design concept and is compatible with the character of existing or anticipated buildings on adjoining and nearby properties.

Evidence: The proposed site design includes one warehouse and accessory office building, accompanied by new parking areas, a screened yard area, building and parking lot lighting, and landscaping. The proposed project will enhance the character of the community as the project site is currently an undeveloped lot. The proposed project will complement the area and surrounding businesses. The building’s architecture, use of color, and material are consistent with the City’s Design Guidelines and similar developments within the city. The landscape plan includes ground cover, shrubs, and canopy trees that provide required parking lot shading while also adding visual interest and color in well-designed compositions.

Page 1114 of 2762 ends

ITEM 10.3. ATTACHMENT 1
Resolution No. XXX-2022 Page 3 of 3
D. Finding: The proposed project will not create conflicts with vehicular, bicycle, or pedestrian transportation modes of circulation.

Evidence: The proposed project will not substantially affect current traffic flows or existing modes of transportation circulation. Primary access to the site will be achieved through two driveways: one on Gold Tailings Court and the other on Sun Center Drive.

On-site circulation will allow for through-access from each driveway. Pedestrian sidewalks are provided from the public existing sidewalk into the site and bicycle parking is provided near the main entrance.

PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 16th day of May 2022 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________
Donald Terry, Mayor
ATTEST:

Stacy Leitner, CMC
City Clerk

Page 1115 of 2762 ends

ITEM 10.3.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1116 of 2762 ends

ITEM 10.3.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1117 of 2762 ends

T
E
X
X

S SUN CENTER DRIVE
GOLD TAILINGS CT.

NEW BUILDING 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR

INFORMATION ONLY
8 Know what's below. Call before you dig.
or (800) 227-2600 TITLE SHEET
SHEET INDEX:

C1 TITLE SHEET
C2.1 GENERAL NOTES
C2.2 GENERAL NOTES
C3 EXISTING CONDITIONS PLAN
C4 DEMOLITION PLAN
C5 HORIZONTAL CONTROL PLAN
C6 GRADING AND DRAINAGE PLAN
C7 UTILITY PLAN
C8 SIGNING AND STRIPING PLAN
C9 EROSION AND SEDIMENT CONTROL PLAN
C10 EROSION AND SEDIMENT CONTROL DETAILS
C11 CONSTRUCTION DETAILS 1 OF 2
C12 CONSTRUCTION DETAILS 2 OF 2
ZONING FOR ALL PARCELS:

OIMU - OFFICE INDUSTRIAL MIXED-USE
UTILITY NOTE:

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN

LOCATED FROM FIELD SURVEY INFORMATION AND
EXISTING DRAWINGS. THE SURVEYOR MAKES NO

GUARANTEE THAT THE UNDERGROUND UTILITIES

SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR

FURTHER DOES NOT GUARANTEE THAT THE

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT

LOCATION INDICATED ALTHOUGH HE DOES CERTIFY

THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS

NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.

GEOTECHNICAL REPORT:

REPORT BY: YOUNGDAHL CONSULTING GROUP, INC.

REPORT NO.: E21426.000
DATED: NOVEMBER 2021
TOPOGRAPHIC SURVEY:

RFE ENGINEERING, INC.

FIELD SURVEY DATED: 11-24-2021
JURISDICTION:

CITY OF RANCHO CORDOVA
1 UTILITY CONTACT INFORMATION
UTILITY UTILITY CO. REPRESENTATIVE PHONE
TELEPHONE COMPANY NAME (xxx) xxx-xxx
GAS COMPANY NAME (xxx) xxx-xxx
ELECTRIC SMUD ROBERT CREASON (916) 732-6363
FIRE SAC METRO FIRE CRISTIAN GANEA (916) 628-6848
WATER GOLDEN STATE WA. BRETT NOCENTINI (916) 853-3609
SEWER SASD ERIC SCHOLTZ (916) 876-6065
CABLE T.V. COMCAST GARY ABELIA (916) 830-6732

DRAINAGE CITY OF RANCHO
CORDOVA DALIA FADL (916) 851-8718
U.S.A. UNDERGROUND SERVICE ALERT 1-800-227-2600

VICINITY MAP

NOT TO SCALE

PROJECT
SITE
11201 SUN CENTER DRIVE

PRELIMINARY CIVIL PLANS
RANCHO CORDOVA, CA, 95670
APN: 072-0490-009

AB AGGREGATE BASE

AC ASPHALT CONCRETE

ARV AIR RELEASE VALVE

BC BEGIN CURVE

BCR BEGIN CURVE RETURN

BLDG BUILDING

BOC BACK OF CURB

BOW BACK-OF-WALK

BVC BEGIN VERTICAL CURVE

BW BOTTOM OF WALL

CAB CABINET

CONC CONCRETE

C&G CURB & GUTTER

CG&S CURB, GUTTER & SIDEWALK

CH CHORD

CENTERLINE

CMP CORRUGATED METAL PIPE

CR CURB RETURN

CTV CABLE TV

DCDA DOUBLE CHECK DETECTOR

ASSEMBLY

DI DRAIN / DROP INLET

DIP DUCTILE IRON PIPE

DS DOWN SPOUT
(E) EXISTING

EC END CURVE

ECR END CURB RETURN

EP EDGE OF PAVEMENT

ETW EDGE OF TRAVELED WAY

EVC END OF VERTICAL CURVE

FDC FIRE DEPARTMENT CONNECTION

FF FINISH FLOOR

FG FINISHED GROUND
FGBW FINISHED GROUND @ BOT. WALL
FGTW FINISHED GROUND @ TOP OF WALL

FH FIRE HYDRANT

FL FLOW LINE

FOC FACE OF CURB

FP FINISH PAVEMENT

FS FIRE SPRINKLER

GB GRADE BREAK

GR GRATE ELEVATION

GV GATE VALVE

GVW GROSS VEHICLE WEIGHT

HC HANDICAP

HCR HANDICAP RAMP

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT

IRR IRRIGATION

INV INVERT
I.E. INVERT ELEVATION

JP JOINT POLE

L LENGTH

LF LINEAL FEET

LIP LIP OF GUTTER

LP LOW POINT

LT LEFT TURN OR LEFT

MAX MAXIMUM

MH MAINTENANCE HOLE

MIN MINIMUM

NE NORTHEAST

NW NORTHWEST

OC ON CENTER

OH OVERHEAD

OHT&E OVERHEAD TELEPHONE & ELECTRIC

OMP OPEN METAL PIPE
(P) PROPOSED

PCC PORTLAND CEMENT CONCRETE

OR POINT OF COMPOUND CURVE

PG PROFILE GRADE

PIV POST INDICATOR VALVE

PROPERTY LINE

POC POINT OF CONNECTION

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVI POINT OF VERTICAL INTERSECTION

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

ROW RIGHT-OF-WAY

RT RIGHT TURN OR RIGHT

RPPA REDUCED PRESSURE

PRINCIPLE ASSEMBLY

RW RETAINING WALL

SDMH STORM DRAIN MANHOLE

SD STORM DRAIN

SE SOUTHEAST

SS SANITARY SEWER

SSCO SANITARY SEWER CLEAN OUT

SSMH SANITARY SEWER MANHOLE

SWCT SAWCUT

SW SIDEWALK OR SOUTHWEST

STA STATION

TC TOP OF CURB

TP TOP OF PAVEMENT

TS TOP OF SIDEWALK

TW TOP OF WALL

UNO UNLESS NOTED OTHERWISE

W WATER

WV WATER VALVE

WM WATER METER

WWF WELDED WIRE FABRIC

VCP VITRIFIED CLAY PIPE

VIF VERIFY-IN-FIELD
ABBREVIATIONS:

REMOVAL
LEGEND

EXISTING PROPOSED
S
D
T

DEVELOPMENT STANDARDS
ZONING: OIMU - OFFICE INDUSTRIAL MIXED-USE
PROPOSED USE: WAREHOUSE / OFFICE

ITEM REQUIREMENTS PROVIDED
MINIMUM FRONT SETBACK 25 FT. 25 FT.

MINIMUM SIDE SETBACK 10 FT. 10 FT.

MINIMUM REAR SETBACK 10 FT. 10 FT.

MAXIMUM BUILDING HEIGHT 50 FT. <50 FT.

PROPERTY AREA: 1.20 AC GROSS

1.06 AC NET
NEW IMPERVIOUS ON PROPERTY: 41,000 SF (UNDER 1 ACRE)

REFERENCE IS MADE TO THE CITY OF RANCHO CORDOVA ZONING

ORDINANCE

PARKING INFORMATION

ITEM REQUIREMENTS PROVIDED
BUILDING SIZE N/A 13,220 SF

PARKING REQUIRED

2.7 SPACE PER EACH
1,000 SF AREA
(OFFICE) = 4

0.5 SPACES PER EACH
1,000 SF AREA
(WAREHOUSE) = 7
11 TOTAL
16 SPACES

MINIMUM PARKING

DIMENSIONS
19 FT X 9 FT STD.*

8.5' X 17' COMPACTS*
19 FT X 9 FT
STD.
19 FT X 9 FT

ACCESSIBLE
MIN. DRIVEWAY WIDTH 25 FT. 25 FT.

ACCESSIBLE SPACES 2 SPACES 2 SPACES
BUILDING INFO:

1. OCCUPANCY TYPE: "B" OFFICE AND "S1" STORAGE

2. CONSTRUCTION TYPE: III-B

3. GROSS S.F. OF BUILDING: 13,500 S.F.

4. BUILDINGS ARE SPRINKLERED

5. MAXIMUM BUILDING HEIGHT: 26'-0"

6. APPLICABLE CODES:
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA ENERGY CODE (CEC T-24)
2019 CALIFORNIA FIRE CODE (CFC)
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)

DESCRIPTION

PROPERTY LINE
ROW

EASEMENT

LOT LINE

CENTERLINE

SW, CURB & GUTTER

DITCH / FLOWLINE
EP

STORM DRAIN

SANITARY SEWER

WATER LINE

DOMESTIC WATER

FIRE SERVICE

GAS LINE
SDMH

DRAINAGE INLET

CULVERT WITH FES

DIRECTION OF SURFACE FLOW

OVERLAND RELEASE PATH
SSMH
SSCO

FIRE HYDRANT
PIV
FDC

WATER VALVE

WATER METER

CONCENTRIC REDUCER

BACKFLOW PREVENTION ASSEMBLY

REDUCED PRESSURE BACKFLOW

PREVENTION ASSEMBLY

AIR RELEASE VALVE

BLOW OFF ASSEMBLY

PIPE CAP

GAS VALVE

TELEPHONE MH

UTILITY POLE

UTILITY POLE WITH LIGHT

STREET LIGHT

SITE LIGHT

JUNCTION/PULL BOX

MONUMENT WELL

BOLLARD
SIGN
FENCE

MAJOR CONTOUR

MINOR CONTOUR

GRADE BREAK LINE

TREE & DRIP

CONTROL POINT

FINISH FLOOR ELEVATION

SPOT ELEVATION
(ASPHALT CONCRETE)

MATCH (E) GRADE ELEVATION

TRUNCATED DOMES

BUILDING
TOTAL DISTURBED AREA: 1.31 AC

TOTAL NEW/REPLACE IMPERVIOUS ON
PROPERTY: 41,265 SF / 0.95 AC

RAW EARTHWORK SUMMARY
CUT: 556 CY
FILL: 556 CY
NET: 0 CY
NOTE:

EARTHWORK QUANTITIES ARE ESTIMATED TO SUBGRADE AND DO

NOT TAKE INTO ACCOUNT SHRINKAGE, EXCESS MATERIALS FROM
TRENCHING AND MISC. UNKNOWN STRUCTURAL SECTIONS.

CONTRACTOR SHOULD VERIFY EARTHWORK QUANTITIES.

CALIFORNIA HIGHWAY 50

PROPERTY OWNER

SFC LEASING LP
3430 LUYUNG DRIVE
RANCHO CORDOVA, CA 95742

BASIS OF BEARINGS

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM, ZONE 2, GRID NORTH, AS
ESTABLISHED BY GPS OBSERVATIONS.

BENCHMARK

CONTROL POINT ELEVATIONS SHOWN HEREON ARE BASED

UPON CALIFORNIA SURVEYING AND DRAFTING SUPPLY VSN
CONTROL NETWORK, WHICH IS ON THE NAVD 88 DATUM.

FLOOD PLAIN:

SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X", AREAS
WITHIN ZONE "X" ARE DETERMINED TO BE OUTSIDE THE 100

YEAR FLOOD PLAIN FLOOD PLAIN AS DETERMINED BY THE

NATIONAL FLOOD INSURANCE PROGRAM, FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NO.:
06067C0207H DATED: 08/16/2012
C1
SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR

SACRAMENTO AREA SEWER DISTRICT

NOTICE TO CONTRACTOR - SWPPP

THIS PROJECT HAS AN APPROVED STATE GENERAL CONSTRUCTION PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP).

WDID # PENDING

CONTRACTOR IS RESPONSIBLE TO HIRE A STATE CERTIFIED QSP (QUALIFIED SWPPP PRACTITIONER) TO OVERSEE IMPLEMENTATION OF THE SWPPP PRIOR TO START OF CONSTRUCTION. ALL REQUIRED INSPECTIONS, TRAINING AND REQUIRED TESTING AND REPORTING SHALL BE OVERSEEN BY THE QSP.

THE FINAL APPROVED SWPPP SHALL BE KEPT ON THE CONSTRUCTION SITE DURING CONSTRUCTION AND MAINTAINED BY THE QSP.

CONTRACTOR SHALL SEND THE FINAL SWPPP WITH ALL INSPECTION, TESTING, AMENDMENTS, REPORTS AND OTHER

DOCUMENTATION TO THE OWNER ONCE CONSTRUCTION HAS BEEN COMPLETED AND THE NOTICE OF TERMINATION SUBMITTED.

CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING AND INCLUDE THE QSP AND CIVIL ENGINEER IN THE MEETING, EITHER ON-SITE OR VIA TELEPHONE CONFERENCE.

ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1118 of 2762 ends

11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR

INFORMATION ONLY GENERAL NOTES & SECTIONS
2 PROJECT GENERAL NOTES:

1. THE EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THESE

PLANS IS FROM A TOPOGRAPHIC SURVEY PLAN PREPARED BY RFE ENGINEERING AND REFERENCED ON SHEET C1. CONTRACTOR SHALL VERIFY

EXISTING CONDITIONS, ESPECIALLY POINTS OF CONNECTION TO EXISTING

FACILITIES FOR ALL IMPROVEMENTS PRIOR TO CONSTRUCTION OF APPLICABLE FACILITIES. CONTRACTOR SHALL NOTIFY RFE ENGINEERING, INC. IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS DISCOVERED.

2. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED

TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS

DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD

OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS

PROJECT, EXEMPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ENGINEER.

3. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO

THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY

DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING AND

SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HE

SHALL AFFECT NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR

STRUCTURE IS FIVE FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL

PROVIDE ADEQUATE SHEETING, SHORING AND BRACING OR EQUIVALENT

METHOD, FOR THE PROTECTION OF LIFE, OR LIMB, WHICH SHALL CONFORM TO

THE APPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS.

4. OWNER WILL OBTAIN THE GENERAL BUILDING PERMIT. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY ADDITIONAL PERMITS

NECESSARY TO PERFORM THE WORK SHOWN ON THESE PLANS FROM THE APPROPRIATE AGENCIES.

5. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE

FORMATION OF AN AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS FAILURE TO DO SO.

6. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE

PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF
CONSTRUCTION. TRAFFIC MOVEMENT SHALL BE MAINTAINED AT ALL TIMES. IF

TRAFFIC CONTROL PROCEDURES ARE DEEMED NECESSARY, THE
CONTRACTOR SHALL CONFORM TO THE "WATCH HANDBOOK" AND CALTRANS TRAFFIC MANUAL. CITY/COUNTY ENGINEERS APPROVAL IS REQUIRED PRIOR TO

ANY DETOURING, DISRUPTION, OR INTERRUPTION OF THE NORMAL TRAFFIC FLOW.

7. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR

FURNISHING, INSTALLING, AND MAINTAINING ALL WARNING SIGNS AND DEVICES

NECESSARY TO SAFEGUARD THE GENERAL PUBLIC AND THE WORK, AND

PROVIDE FOR THE PROPER AND SAFE ROUTING OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE WORK. THE

REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO THE NORMAL WORKING HOURS.

8. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR

POLICE, FIRE, AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE OF UTILITIES IN THE VICINITY OF THE JOBSITE.

9. ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY THE

CONTRACTOR'S NEGLIGENCE WILL BE CHARGED TO THE CONTRACTOR ON A TIME AND MATERIAL BASIS, AND PAID FOR BY THE CONTRACTOR.

10. STATIONING HEREON IS ALONG STREET CENTERLINE UNLESS OTHERWISE SHOWN OR INDICATED.

11. ALL RETURN RADII AND CURB DATA ARE TO BOTTOM FACE OF CURB.

12. ALL QUANTITIES AND PAY ITEMS ARE AND WILL BE BASED ON HORIZONTAL MEASUREMENTS.

13. LENGTHS OF SANITARY SEWERS AND STORM DRAINS ARE HORIZONTAL

DISTANCES FROM CENTER TO CENTER OF STRUCTURES, ROUNDED OFF TO THE NEAREST FOOT.

14. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR

APPROXIMATE LOCATIONS BASED ON FACILITIES IDENTIFIED BY THE

TOPOGRAPHIC SURVEY AND UPON RECORD INFORMATION AVAILABLE TO THE

ENGINEER AT THE TIME OF DESIGN AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE
CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL UNDERGROUND SERVICE ALERT (U.S.A.), AT 800-227-2600. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND

LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A

RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING

UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL

BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE.

15. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING

CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE APPLICABLE AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE.

16. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN

ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY INCLUDING FEES, BONDS, PERMITS AND WORKING CONDITIONS, ETC. THIS WORK SHALL BE DONE AT NO EXPENSE TO THE UTILITY COMPANY. THE OWNER

SHALL PAY THE COST OF ALL SUCH RELOCATION WORK INCLUDING FEES, BONDS, PERMITS, ETC.

17. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE

MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO

IS CERTIFIED BY THE SOCIETY OF CALIFORNIA ARCHAEOLOGY (SCA) AND/OR

THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SOPA) HAS HAD AN

OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY.

18. RFE ENGINEERING, INC. DOES NOT SPECIFY NOR RECOMMEND THE USE OR

INSTALLATION OF ANY MATERIAL OR EQUIPMENT WHICH IS MADE FROM, OR

WHICH CONTAINS ASBESTOS FOR USE IN THE CONSTRUCTION OF THESE IMPROVEMENTS. ANY PARTY INSTALLING OR USING SUCH MATERIAL OR

EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL INJURIES, DAMAGE OR

LIABILITIES, OF ANY KIND, CAUSED BY THE USE OF SUCH MATERIALS OR EQUIPMENT. THE PROVISIONS OF THIS NOTE SHALL APPLY UNLESS THEY ARE EXPRESSLY WAIVED IN WRITING BY OWNER AND RFE ENGINEERING, INC.

19. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE

THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT RFE ENGINEERING, INC., AT (916) 772-7800 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.

20. CONTRACTOR SHALL PROVIDE PROTECTIVE FENCING AROUND EXISTING TREES TO REMAIN. SEE OTHER NOTES ON THESE PLANS, PROJECT

CONDITIONS OF APPROVAL, AND SPECIFIC JURISDICTIONAL REQUIREMENTS FOR SUCH FENCING.

PROJECT GENERAL NOTES (CONT.)

21. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT REFERENCED ON SHEET C1.

22. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL REGULATIONS, LAWS AND

ORDINANCES, INCLUDING ALLOWABLE CONSTRUCTION HOURS,

CONSTRUCTION NOISE NEAR RESIDENCES, DUST CONTROL AND EROSION CONTROL.

23. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW ALL CONTRACT

DOCUMENTS INCLUDING ALL PLANS AND SPECIFICATIONS PREPARED BY

OTHER DISCIPLINES FOR THIS PROJECT PRIOR TO THE START OF CONSTRUCTION. SUCH REVIEW SHALL BE CONTINUOUS THROUGHOUT THE CONSTRUCTION PROCESS. ANYTIME THAT A CONFLICT BETWEEN SUCH PLANS

AND SPECIFICATIONS IS IDENTIFIED, THE CONTRACTOR SHALL CONTACT RFE ENGINEERING, INC. AND OTHER APPLICABLE DISCIPLINES TO REQUEST A

VERIFICATION OF THE DESIGN REQUIREMENTS AND A RESOLUTION TO SUCH CONFLICTS PRIOR TO CONSTRUCTION OF SUCH FACILITIES.

24. BEFORE EXECUTION OF ANY WORK, THE CONTRACTOR SHALL EXAMINE ACTUAL JOB CONDITIONS AND REPORT TO RFE ENGINEERING, INC. AND OWNER ANY ERROR, OMISSION, OR DISCREPANCY AFFECTING WORK. UPON

COMMENCING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ANY AND ALL CONFLICTS, ERRORS, OMISSIONS, ETC. TO RFE ENGINEERING, INC. IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE

ENGINEER OR CITY/COUNTY ENGINEER, THE CONTRACTOR SHALL STOP WORK UNTIL MITIGATION CAN BE MADE. ANY COST INCURRED RESULTING FROM THE

CONTRACTOR'S FAILURE TO STOP WORK AS DIRECTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

25. THE CONTRACTOR SHALL PROVIDE THE CIVIL ENGINEER "AS BUILT" DRAWINGS AT PROJECT COMPLETION. THE CONTRACTOR SHALL PROVIDE ONE COMPLETE ACCURATE SET OF RECORD CHANGES. THE CHANGES SHALL BE PLACED ON A

CLEAN SET OF PROJECT DRAWINGS IN RED, AND GIVEN TO THE ENGINEER AT JOB COMPLETION.

26. THE ENGINEERS ESTIMATE OF QUANTITIES IS FOR DESIGN REFERENCE ONLY.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE QUANTITIES FOR BID AND FIELD INSTALLATION. ALL CALCULATED EARTHWORK QUANTITIES FURNISHED FOR THIS PROJECT ARE APPROXIMATE.

THE QUANTITIES HEREIN WERE CALCULATED TO FINISHED ROUGH GRADE AND EXISTING GROUND. THE ACTUAL MATERIALS MOVED ARE VARIABLE DEPENDENT UPON THE CONTRACTOR'S METHOD OF OPERATION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR ANY EXCESS OR SHORTAGE

OF EARTH MATERIAL FOR THIS PROJECT AND NO ADDITIONAL PAYMENT WILL BE MADE.

27. THESE DRAWINGS ARE FOR THIS SPECIFIC PROJECT AND NO OTHER USE IS AUTHORIZED. RFE ENGINEERING, INC. DISCLAIMS ALL RESPONSIBILITY FOR

CONSTRUCTION BEYOND WHAT IS SPECIFICALLY DESIGNED OR DETAILED HEREIN.

28. THE CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING SITE AND ADJACENT IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE CONSTRUCTION AND

SHALL REPAIR OR MAKE REPLACEMENT TO CURRENT CITY/COUNTY STANDARDS. ALL SUCH WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR SHALL PERFORM THESE REPAIRS AND REMOVE

ALL TRASH AND CONSTRUCTION DEBRIS AS DIRECTED BY RFE ENGINEERING, INC. OR THE CITY/COUNTY ENGINEER.

29. THE AGENCY, CITY/COUNTY ENGINEER, OWNER OR RFE ENGINEERING, INC.

MAY REQUIRE THE CONTRACTOR TO UNCOVER ANY IMPROVEMENTS THAT HAVE BEEN COMPLETED WITHOUT PROPER INSPECTION AND/OR APPROVAL. IF

THE INSTALLATION IS FOUND NOT TO MEET APPLICABLE STANDARDS OR

PREVIOUSLY APPROVED ALTERNATIVES SHOWN ON THE PLANS, THE

CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE SUCH
IMPROVEMENTS AT HIS OWN EXPENSE.

30. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND PROTECTION OF

EXISTING SURVEY AND PROPERTY CORNER MONUMENTS THAT EXIST AT THE

TIME OF CONSTRUCTION IN THE AREA WHERE CONSTRUCTION ACTIVITIES OCCUR. MONUMENTS DISTURBED, OR LOST, DUE TO CONSTRUCTION

ACTIVITIES WILL REQUIRE THAT THE CONTRACTOR HAVE THEM REPLACED, IN

KIND, BY A LICENSED CALIFORNIA LAND SURVEYOR, WHO WILL BE REQUIRED

TO FILE WITH THE COUNTY EITHER A CORNER RECORD OR A RECORD OF

SURVEY, WHICHEVER WILL MEET THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT, SECTION 8771(B).

GENERAL PAVING NOTES:

CONTRACTOR SHALL CONSTRUCT PROJECT PAVING PER THE FOLLOWING PAVING

SPECIFICATIONS AND REQUIREMENTS OUTLINED IN THE PROJECT SPECIFIC GEOTECHNICAL REPORT WHEN MORE RESTRICTIVE. FOR ALL IMPROVEMENTS

WITHIN PUBLIC RIGHTS-OF-WAY TO BE MAINTAINED BY THE APPLICABLE AGENCY,

UNLESS OTHERWISE NOTED ON THESE PLANS, CONTRACTOR SHALL CONSTRUCT PAVING IMPROVEMENTS PER THE APPLICABLE AGENCY STANDARDS.

SUBGRADE AND BASE PREPARATION

1. A UNIFORM SUBGRADE AT THE CORRECT ELEVATION AND PROPER PREPARATION

OF THE SUBGRADE IS ESSENTIAL FOR OPTIMUM LONG-TERM PERFORMANCE OF THE CONCRETE PAVING. SUBGRADE SHALL BE EXCAVATED OR FILLED WITH SUITABLE MATERIAL TO PRODUCE THE REQUIRED SUBGRADE ELEVATIONS. SAND

CUSHIONS SHALL NOT BE USED AS A CONSTRUCTION EXPEDIENT IN LIEU OF PROPER SUBGRADE PREPARATION. WHEN SUBGRADE IS SHAPED, LARGE EMBEDDED OBJECTS SHALL BE REMOVED AND THE TOP 12-INCHES OF SOIL SHALL

BE THOROUGHLY MOISTURE CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AND UNIFORMLY COMPACTED TO 90% RELATIVE COMPACTION. THE UPPER 6-INCHES OF SOIL SHALL BE THOROUGHLY MOISTURE CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AND UNIFORMLY COMPACTED TO 95% RELATIVE COMPACTION FOR ALL STRUCTURAL SECTIONS SPECIFIED ON THESE PLANS. ALL

UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH AN ACCEPTABLE ENGINEERED FILL.

2. CLASS 2 AGGREGATE BASE SHALL BE UNIFORM IN DEPTH AND COMPACTED TO 95% RELATIVE COMPACTION.

3. ACCEPTABLE TOLERANCES FOR FINE GRADING OF THE SUBGRADE AND AGGREGATE BASE ARE NO MORE THAN ¼-INCH ABOVE OR ½-INCH BELOW THE DESIGN GRADE.

CONCRETE PAVING
(REFERENCE ACI 330R-01)

4. PORTLAND CEMENT CONCRETE (PCC): · MINIMUM COMPRESSIVE STRENGTH: ·· TRAFFIC RATED CONCRETE = 4,000 PSI IN 28 DAYS ·· PEDESTRIAN RATED CONCRETE = 3,500 PSI IN 28 DAYS
· SLUMP: 3” TO 4” · AIR ENTRAINMENT: SEE TABLE BELOW
· AGGREGATE: MAXIMUM 3
4 - INCH CRUSHED (ROUGH-TEXTURED,
ANGULAR-SHAPED) · ADMIXTURES CONTAINING CHLORIDES AND SULFIDES ARE NOT ACCEPTABLE. TOOLING OR EARLY-ENTRY DRY-CUT SAW JOINTS ARE DESIRED TO PLACE JOINTS

BEFORE DEVELOPMENT OF TENSILE STRESSES THAT ARE GREAT ENOUGH TO

INITIATE CRACKING, THUS INCREASING THE PROBABILITY OF CRACKS FORMING AT THE JOINT. CONTRACTION JOINT PATTERNS SHOULD DIVIDE PAVEMENTS INTO APPROXIMATELY SQUARES. THE LENGTH OF A PANEL SHOULD NOT BE MORE THAN 25% GREATER THAN ITS WIDTH.

SLAB THICKNESS
(INCHES)

JOINT DEPTH
(INCHES)

JOINT TROWEL

RADIUS (INCHES)

MAXIMUM JOINT

SPACING (FEET)
(EACH DIRECTION)
4 1
3 8 8
5 1
1 4
3 8 10
6 1
1 2
3 8 12
6 1
2 1
5 8
3 8 13
7 1
3 4
3 8 14
8 2
3 8 15

5. REINFORCING STEEL, IF SPECIFIED ON THE PLANS, SHALL BE CHAIRED AND LOCATED MID-SLAB DEPTH. REINFORCEMENT AND SPACING SHALL BE AS SPECIFIED ON THE PAVING PLAN. DEFORMED REINFORCEMENT SHALL BE GRADE 60 STEEL.

6. HEAVY DUTY TRAFFIC RATED PCC SLABS SHALL BE CONSTRUCTED WITH THICKENED EDGES, AT LEAST 0.2 x SLAB THICKNESS OR 2-INCH MINIMUM, PLUS THE SPECIFIED SLAB THICKNESS AND TAPERED 3-FEET WIDE MEASURED HORIZONTALLY FROM THE PERIMETER OF THE SLAB.

7. FORMS SHALL BE STRAIGHT, FREE FROM WARPING, AND STRONG ENOUGH TO RESIST THE LATERAL PRESSURE OF THE CONCRETE. A FORM RELEASE AGENT SHALL BE APPLIED TO EASE STRIPPING.

8. CONCRETE SHALL BE PLACED CONTINUOUSLY AS CLOSE AS POSSIBLE TO ITS FINAL POSITION AND BE CONSOLIDATED.

9. IMMEDIATELY FOLLOWING STRIKE-OFF, THE SURFACE SHALL BE LEVELED WITH A BULLFLOAT OR A SCRAPING STRAIGHTEDGE. THE SURFACE SHALL NOT BE FINISHED MORE THAN NECESSARY TO REMOVE IRREGULARITIES. ALL EDGES,

TOOLED JOINTS, AND ISOLATION JOINTS SHALL BE ROUNDED TO THE SPECIFIED RADIUS WITH APPROPRIATE TOOLS. THE USE OF HAND OR POWER FLOATS AND TROWELS IS NOT NECESSARY AND IS NOT RECOMMENDED.

10. AS SOON AS THE FINISHED CONCRETE HAS SET SUFFICIENTLY TO MAINTAIN A

TEXTURE AND NO BLEED WATER REMAINS ON THE SURFACE, THE SURFACE CAN

BE DRAGGED WITH A SHORT LENGTH OF DAMP BURLAP OR OTHER MATERIAL SUCH AS SYNTHETIC TURF CARPETING. AS AN ALTERNATIVE, THE SURFACE CAN

BE BROOMED TO DEVELOP A SKID-RESISTANCE SURFACE AND UNIFORM APPEARANCE. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SPECIAL CONCRETE FINISH REQUIREMENTS AND JOINT PATTERN REQUIREMENTS. UNLESS

OTHERWISE SPECIFIED ON THE ARCHITECT'S PLANS, ALL CONCRETE SHALL HAVE A LIGHT BROOM FINISH.

11.THE CONCRETE SHALL BE PROTECTED FROM DAMAGE DURING THE CURING PROCESS.

12. CURING: · COLD TEMPERATURES - CONCRETE SHALL BE PROTECTED FROM FREEZING FOR AT LEAST 5-DAYS AFTER PLACEMENT. FOR FORECAST TEMPERATURES AROUND 25 TO 32 DEGREES FAHRENHEIT THE CONCRETE SHALL BE COVERED WITH POLYETHYLENE SHEETING. FOR COLDER TEMPERATURES, TWO SHEETS OF POLYETHYLENE SEPARATED BY 12-INCHES OF STRAW OR A SIMILAR DEGREE OF INSULATION. · WARM TEMPERATURES - WET CURING OR LIQUID MEMBRANE-FORMING CURING

COMPOUND SHALL BE INITIATED IMMEDIATELY AFTER FINISHING IN SUNNY, WINDY, AND WARM CONDITIONS. · CONTRACTOR SHALL HAVE ENOUGH PLASTIC SHEETING AVAILABLE ON THE

PROJECT SITE TO COMPLETELY COVER ANY SURFACES THAT MAY BE DAMAGED IN THE EVENT OF RAIN. THERE SHALL ALSO BE ADEQUATE WEIGHTS AVAILABLE TO KEEP THE PLASTIC SHEETING FROM BLOWING AWAY. FOR CONCRETE ON A

SLOPE, DIVERSION SHALL BE PROVIDED FOR POTENTIAL RUN-ON TO PROTECT FROM WATER ABOVE WASHING ACROSS THE SURFACE.

13.CONCRETE JOINTS:

ISOLATION / EXPANSION JOINTS:

CONSTRUCT WHERE PCC MEETS FIXED FOUNDATIONS SUCH AS COLUMNS,

BUILDING, MACHINERY FOUNDATIONS, WALLS, MANHOLES, DRAIN INLETS,

UTILITY BOXES, DRAINAGE STRUCTURES, EXISTING ISLANDS, LIGHT STANDARDS, EXISTING APPROACH PAVEMENTS, ETC. ALL STRUCTURAL TUBING, PIPING, ETC.

THAT EXTENDS UP THROUGH THE PCC SLAB SHALL BE WRAPPED WITH TWO

LAYERS OF BUILDING PAPER OR ISOLATION JOINT MATERIAL TO BREAK BOND WITH PCC SLAB.

EXPANSION JOINT MATERIAL = 1
2 - INCH FELT EXPANSION FIBER BOARD, OR
APPROVED EQUIVALENT.

FULL DEPTH OF PCC
WIDTH = 3
8 - INCH
RADIUS = 1
4 - INCH

EXPANSION JOINT TO BE GREENSTREAK PAVING CAP SEAL OR APPROVED SEALANT IF SPECIFIED ON THE PLAN.

CONTRACTION CONTROL JOINTS HAND TOOLED OR SAWCUT

JOINT IS A SAW CUT, TROWEL CUT, OR PLASTIC OR HARDBOARD PREFORMED

STRIP TO BE A MINIMUM OF ONE QUARTER THE DEPTH OF THE SLAB THICKNESS AND NO LESS THAN 1-INCH. THIS JOINT PROVIDES A WEAK PLANE IN THE SLAB WHERE CRACKING CAN OCCUR. MAXIMUM SPACING FOR 3
4 - INCH MAXIMUM
AGGREGATE IS 2 x SLAB THICKNESS (DEPTH) IN FEET (I.E. A 4-INCH SLAB WITH 3 4 " MAXIMUM AGGREGATE SHALL HAVE A MAXIMUM SPACING OF 8-FEET). MAXIMUM SPACING FOR AGGREGATE GREATER THAN 3
4 - INCH SHALL BE 2.5 x SLAB
THICKNESS IN FEET (I.E. A 4-INCH SLAB WITH AGGREGATE GREATER THAN 3 4 " SHALL HAVE A MAXIMUM SPACING OF 10-FEET). IN NO CASE SHALL SPACING BE GREATER THAN 15 - FEET.

PLACE CONTRACTION CONTROL JOINTS IN CURBS AND IN CURB AND GUTTER AT INTERVALS NO MORE THAN 10-FEET WHEN NOT ABUTTING CONCRETE PAVING OR SIDEWALK. WHERE CURBS ARE ABUTTING CONCRETE PAVEMENT OR SIDEWALK, JOINTS IN CURBS SHALL ALIGN WITH JOINTS IN PAVEMENT OR SIDEWALK. THE DEPTH OF THE JOINT SHALL BE NO LESS THAN 1 1
2 ".

GENERAL PAVING NOTES CONT.:

CONSTRUCTION JOINTS

CONSTRUCTION JOINTS ARE STOPPING PLACES IN THE PROCESS OF

CONSTRUCTION

BUTT TYPE CONSTRUCTION JOINT WITH DOWEL

SMOOTH STEEL DOWEL BAR COATED TO PREVENT BOND
MINIMUM 1-FOOT LONG - 6-INCHES IN EACH SIDE OF JOINT
EDGE EACH SIDE WITH 1/8-INCH RADIUS.

DOWELS SHALL BE PLACED A MINIMUM OF 12-INCHES AWAY FROM ANY JOINT INTERSECTION.

PREVENT BOND OF CONCRETE AT JOINT OR EXTEND REBAR 1' MINIMUM BEYOND INITIAL SECTION TO TIE IN SECONDARY SECTION.

ALL NEW PCC PAVING SHALL BE TIED INTO EXISTING WITH 1/2-INCH STEEL DOWEL @ 12-INCHES O.C. EPOXY INTO EXISTING. DOWELS SHALL NOT BE WITHIN 12-INCHES OF EDGE OF CONCRETE OR JOINT INTERSECTION. EDGE NEW PCC WITH 1/8-INCH RADIUS AT JOINT.

SCORE JOINTS - HAND TROWELED FOR AESTHETICS ONLY. SEE

ARCHITECTURAL PLANS FOR PATTERN IF NOT SPECIFIED ON CIVIL PLANS - FIT ALL OTHER CONTRACTION AND CONSTRUCTION JOINTS INTO THIS PATTERN.

14. ALL ISOLATION / EXPANSION JOINTS SHALL BE CAPPED WITH GREENSTREAK G-SEAL PAVING CAP SEAL PROFILE #610 OR #628 AS APPROPRIATE FOR USE.

15. ALL CONTRACTION CONTROL AND CONSTRUCTION JOINTS SHALL BE SEALED

WITH SIKAFLEX SELF-LEVELING SEALANT (COLOR TO MATCH CONCRETE) OR APPROVED EQUIVALENT. JOINT WALLS AND ALL SURFACES TO WHICH THE

SEALING MATERIAL IS TO ADHERE SHALL BE SURFACE DRY FOR AT LEAST THREE HOURS PRIOR TO SEALING. THE SURFACE OF THE SEALING COMPOUND SHALL BE A MAXIMUM OF 1/8-INCH BELOW THE LEVEL OF THE PCC SLAB SURFACE.

16. CONTRACTOR SHALL TAKE PRECAUTIONS TO REDUCE RAPID LOSS OF

MOISTURE FROM THE CONCRETE AND REDUCE PLASTIC SHRINKAGE CRACKING, PRIOR TO PLACEMENT, DURING PLACEMENT AND UP TO 5-DAYS AFTER PLACEMENT AND FINISHING OF THE CONCRETE.

17. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SPECIAL CONCRETE FINISH REQUIREMENTS AND JOINT PATTERN REQUIREMENTS. UNLESS OTHERWISE

SPECIFIED ON THE ARCHITECT'S PLANS, ALL CONCRETE SHALL HAVE A LIGHT BROOM FINISH.

ASPHALT PAVING
(REFERENCE CALTRANS STANDARD SPECIFICATIONS SECTION 39)

18. ALL ASPHALT SHALL MEET CALTRANS TYPE A HMA SPECIFICATIONS.

19. FOR ASPHALT PAVEMENT THICKNESSES PLACED IN ONE SINGLE LIFT, THE GRADATION REQUIREMENTS SHALL BE AS FOLLOWS:

TYPE A HMA PAVEMENT THICKNESS GRADATION

0.10 FEET
3 8
INCH
GREATER THAN 0.10 TO LESS THAN 0.20 FEET
1 2
INCH

0.20 TO LESS THAN 0.25 FEET
3 4
INCH

0.25 FEET OR GREATER
3 4
INCH OR 1 INCH

23. FOR PAVEMENT THICKNESS IN EXCESS OF 0.30 FEET, PAVEMENT SHALL BE PLACED IN MULTIPLE LIFTS NOT LESS THAN 0.15 FEET. WHEN PLACING ASPHALT IN LIFTS, THE TABLE BELOW IS APPLICABLE:

TYPE A HMA LIFT THICKNESS GRADATION

0.15 TO LESS THAN 0.20 FEET
1 2
INCH

0.20 FEET TO LESS THAN 0.25 FEET
3 4
INCH

0.25 FEET OR GREATER
3 4
INCH OR 1 INCH

24. APPLY A TACK COAT BEFORE PLACING A SUBSEQUENT LIFT.

NORMAL

MAXIMUM SIZE

AGGREGATE

TYPICAL AIR

CONTENTS OF

NON-AIR-ENTRAINED

CONCRETE

RECOMMENDED AVERAGE AIR CONTENT
FOR AIR-ENTRAINED CONCRETE (%)
(INCHES) (%) MILD

EXPOSURE

MODERATE

EXPOSURE
SEVERE

EXPOSURE
3 4 2.0 3.5 5.0 6.0
GENERAL PAVING NOTES CONT.:

RECOMMENDED AVERAGE AIR-CONTENT FOR AIR ENTRAINMENT
(REF ACI 330R-01 TABLE 3.1)
C2.1
DUST MITIGATION NOTES:

1. ENCLOSE, COVER OR WATER ALL SOIL PILES TWICE DAILY.

2. WATER EXPOSED SOIL WITH ADEQUATE FREQUENCY TO KEEP SOIL MOIST AT ALL TIMES.

3. WATER ALL HAUL ROADS TWICE DAILY.

4. MAINTAIN AT LEAST TWO (2) FEET OF FREEBOARD ON TRUCKS WHEN HAULING LOADS.

5. MAINTAIN CONSTRUCTION EQUIPMENT (STATIONARY AND MOBILE) IN OPTIMUM RUNNING CONDITION.

STORM DRAINAGE NOTES:

1. ALL CONSTRUCTION AND MATERIALS FOR DRAINAGE SHALL BE IN ACCORDANCE

WITH THE LATEST EDITION OF THE COUNTY OF SACRAMENTO IMPROVEMENT STANDARDS AND STANDARD CONSTRUCTION SPECIFICATIONS. WHERE

DISCREPANCIES EXIST, APPROPRIATE NOTES SHALL BE ADDED TO THE PLANS, TAKING PRECEDENCE OVER THE STANDARD CONSTRUCTION SPECIFICATIONS.

2. THE MINIMUM COVER REQUIREMENTS DURING CONSTRUCTION FOR TEMPORARY CONSTRUCTION VEHICLE LOADING SHALL BE 4 FEET FOR METAL AND PLASTIC PIPE, AND 3 FEET FOR REINFORCED CONCRETE PIPE.

3. THE CONTRACTOR SHALL PLACE THE PROPER STRENGTH PIPE IF TRENCH CONDITIONS ENCOUNTERED DIFFER FROM THE DESIGN TRENCH.

4. DRAINAGE IN PUBLIC ROW AND DRAINAGE EASEMENTS SHALL CONFORM TO THE FOLLOWING:

DRAINAGE PIPE MATERIALS SHALL CONFORM TO SECTION 36 AND SECTION 50 (EXCLUDING 50-20, WHICH IS NOT ALLOWED) OF THE S STANDARD CONSTRUCTION SPECIFICATIONS.

DRAINAGE MANHOLES SHALL CONFORM TO SECTION 39 OF THE STANDARD CONSTRUCTION SPECIFICATIONS.

5. TESTING OF DRAINAGE SYSTEMS
A. DRAINAGE IN PUBLIC ROW AND DRAINAGE EASEMENTS SHALL CONFORM TO THE FOLLOWING:
i. DRAINAGE PIPES, INCLUDING DRAIN INLET LATERALS, SHALL BE TESTED IN CONFORMANCE WITH SECTION 38-10 OF THE STANDARD CONSTRUCTION SPECIFICATIONS.
ii. STORM DRAIN MANHOLES SHALL BE TESTED IN CONFORMANCE WITH SECTION 39-4.02 OF THE STANDARD CONSTRUCTION SPECIFICATIONS.

6. RESILIENT CONNECTORS, IN CONFORMANCE WITH SECTION 39-2.02 AND STD DWG 9-7A OF THE STANDARD CONSTRUCTION SPECIFICATIONS ARE REQUIRED BETWEEN

PRE-CAST MANHOLE AND PIPE, AND BETWEEN PRE-CAST DROP INLET MANHOLE/DROP INLET CONNECTIONS.

7. EROSION CONTROL STRUCTURES SHALL BE CLASS B CONCRETE, NOT GROUTED COBBLE PER COUNTY STD DWG NO. 9-2.

8. ALL DRAINAGE INLETS IN PUBLIC ROW AND DRAINAGE EASEMENTS SHALL HAVE A PERMANENT STORM DRAIN MESSAGE "NO DUMPING - FLOWS TO CREEK" OR OTHER APPROVED MESSAGE CONSISTENT WITH SECTION 9-14G AND STD DWGS 11-10A AND 11-10B OF THE SACRAMENTO COUNTY IMPROVEMENT STANDARDS.

SACRAMENTO AREA SEWER DISTRICT (SASD)
REVISED 04/16/2019

1. ALL CONSTRUCTION AND MATERIALS USED WITHIN THE PIPE ZONE MUST BE IN

ACCORDANCE WITH THE MOST RECENT EDITION OF THE SASD STANDARDS AND SPECIFICATIONS (STANDARDS). THE LATEST EDITION WILL TAKE PRECEDENCE.

THE CONTRACTOR MUST OBTAIN AND USE ALL APPLICABLE ADDENDUMS.

INTERMEDIATE BACKFILL, FINAL BACKFILL, AND ALL ROAD SECTIONS MUST BE

CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING JURISDICTION STANDARD CONSTRUCTION SPECIFICATIONS.

2. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE INSPECTION OFFICE AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF BEGINNING WORK:
a. FOR COLLECTOR FACILITIES (GENERALLY SMALLER THAN 12-INCH DIAMETER) i. FOR PROJECTS LOCATED WITHIN THE UNINCORPORATED COUNTY,

CITY OF CITRUS HEIGHTS, CITY OF RANCHO CORDOVA, AND THE

CITY OF ELK GROVE, CONTACT THE SACRAMENTO COUNTY

CONSTRUCTION MANAGEMENT AND INSPECTION DIVISION AT
916-875-2700.
ii. FOR PROJECTS LOCATED WITHIN THE CITY OF SACRAMENTO, CONTACT THE PUBLIC UTILITIES DEPARTMENT AT 916-808-6810. b. FOR PUMP STATIONS, FORCE MAINS, AND TRUNK FACILITIES i. CONTACT THE SACRAMENTO COUNTY CONSTRUCTION
MANAGEMENT AND INSPECTION DIVISION AT 916-875-2700.

3. PLANS MUST BE RESUBMITTED FOR APPROVAL IF CONSTRUCTION OF SEWER

FACILITIES HAS NOT BEGUN WITHIN ONE YEAR AFTER THE FINAL APPROVAL DATE OF THE IMPROVEMENT PLANS.

4. ALL WORK MUST BE INSPECTED BY SASD INSPECTION STAFF BEFORE BACKFILLING THE PIPE ZONE.

5. DIMENSIONS SHOWN ON PLANS ARE TO THE CENTERLINE OF PIPE AND OR MANHOLES, UNLESS OTHERWISE NOTED.

6. ALL MANHOLES MUST BE AT LEAST 48-INCHES DIAMETER, UNLESS OTHERWISE SHOWN.

7. GRAVITY MAIN LINES MUST BE CONSTRUCTED OF MINIMUM EXTRA STRENGTH VCP WITH TYPE II OR TYPE III BEDDING AND BACKFILL, UNLESS OTHERWISE NOTED. VCP SECTIONS MUST BE 6-FOOT LONG INCLUDING CURVED SECTIONS.

8. GRAVITY LOWER LATERALS MUST BE CONSTRUCTED OF 6-FOOT LONG MINIMUM EXTRA STRENGTH VCP, ABS SCHEDULE 40, HDPE DR 17, PVC C900, OR PVC SDR 26, AND BEDDED AND CONSTRUCTED PER STANDARDS DRAWING P-01 AND LL-01A, RESPECTIVELY.

9. CONSTRUCTION OF A CLEANOUT TO GRADE FOR ALL LOWER LATERALS IS REQUIRED PER STANDARDS DRAWING LL-02.

10. ANY WATER ENTERING THE SEWER SYSTEM CONSTRUCTED UNDER THESE PLANS MUST NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS MUST BE INSTALLED

IN EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND DEBRIS BEFORE ACCEPTANCE. CARE MUST BE EXERCISED IN PLACING PLUGS TO AVOID INTERRUPTING SERVICE CONNECTIONS.

MECHANICAL PLUGS OR BRICK AND MORTAR MUST BE USED. INFLATABLE DEVICES ARE NOT SATISFACTORY.

11. SASD REQUIRES TELEVISION INSPECTION OF ALL CONSTRUCTED MAIN LINES IN ACCORDANCE WITH SECTION 331 OF THE STANDARDS. THE SASD INSPECTOR MUST SIGN PLANS ON PROVIDED SIGNATURE BLOCK “OK TO SUBMIT FOR GRID NUMBERING” AFTER INSTALLATION OF ALL SEWER FACILITIES AND BEFORE OBTAINING GRID NUMBERS FOR TELEVISION INSPECTION.

12. FOR THE CURRENT LIST OF SASD APPROVED TV CONTRACTORS GO TO https://www.sacsewer.com/sites/main/files/fileattachments/sasd_ approved_tv_contractors_2019_list.pdf OR CALL 916-876-PLAN (7526)

13. DEWATERING MUST BE PERFORMED AS NECESSARY TO PROVIDE A STABLE TRENCH BOTTOM FOR PLACEMENT OF SEWER FACILITIES. BEFORE THE

CONTRACTOR PLACES MATERIALS IN THE TRENCH, THE BOTTOM OF THE TRENCH

MUST BE CERTIFIED BY A GEOTECHNICAL ENGINEER VERIFYING THAT THE TRENCH MEETS THE REQUIREMENTS SPECIFIED IN THE GEOTECHNICAL REPORT.

ADDITIONAL REQUIREMENTS FOR UNSTABLE CONDITIONS MUST BE AT THE WRITTEN DIRECTION OF THE PROJECT GEOTECHNICAL ENGINEER OF RECORD.

GEOTEXTILE FABRIC IS REQUIRED AS DESCRIBED IN NOTE 2: STANDARDS DRAWING P-01.

14. ANY DEVIATIONS FROM THE APPROVED PLANS MUST BE SUBMITTED TO SASD FOR APPROVAL. ALL DEVIATIONS MUST BE APPROVED IN WRITING BY SASD AS A PLAN REVISION BEFORE CONSTRUCTION. THE REQUEST FOR DEVIATION FORM CAN BE

FOUND AT
https://www.sacsewer.com/sites/main/files/file-attachments/form-request-for-deviation_0.pdf SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1119 of 2762 ends

INFORMATION ONLY GENERAL NOTES
3 C2.2

CITY OF RANCHO CORDOVA GENERAL NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST

EDITION OF THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECIFICATIONS AND IMPROVEMENT STANDARDS. THE DRAWINGS OF IMPROVEMENT STANDARDS SHALL

SUPERSEDE THOSE OF THE STANDARD CONSTRUCTION SPECIFICATION DRAWINGS WHERE DISCREPANCIES EXIST. PUBLIC SEWER CONSTRUCTION SHALL BE CONSTRUCTED PER SASD STANDARDS AND SPECIFICATIONS.

2. PUBLIC SAFETY AND TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 12-3 OF THE STANDARD CONSTRUCTION SPECIFICATIONS. SAFE VEHICULAR

AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL ALL TIMES DURING CONSTRUCTION.

3. THE CONSULTING ENGINEER SHALL NOTIFY THE CITY OF RANCHO CORDOVA CONSTRUCTION INSPECTION OFFICE IMMEDIATELY UPON COMPLETION OF STAKING. [PHONE (916) 851-8710]

4. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CORDOVA "TWO WORKING DAYS" PRIOR TO THE INTENTION TO COMMENCE WORK. THE CONTRACTOR SHALL NOT START ANY GRADING UNTIL THE CITY COMPLETES A PRE-CONSTRUCTION MEETING. [PHONE (916) 851-8710]

5. THE CITY OF RANCHO CORDOVA IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL PROGRAM. THE CONTRACTOR OR ANY SUB- CONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF U.S.A. TWO WORKING DAYS IN ADVANCE OF

PERFORMING ANY EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER, 1-800-227-2600. THOMAS BROS. PAGE 300, INDEX B4, 40TH EDITION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH

MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

7. EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH SECTION 11 OF THE COUNTY 0F SACRAMENTO IMPROVEMENT STANDARDS.

8. CONTRACTOR TO EXPOSE END OF EXISTING WATER MAIN, SEWER, AND DRAIN LINES FOR SURVEYORS TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL

COSTS OF SUCH EXCAVATION AND BACKFILL SHALL BE INCLUDED IN THE PRICE PAID FOR VARIOUS ITEMS OF WORK.

9. ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED 9. BY THE CONTRACTOR BEFORE COMMENCEMENT OF CONSTRUCTION.

10. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE

REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE WORKING

HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY

AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL CONDITIONS

DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL LIABILITY, REAL OR ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

11. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR SUN CENTER DRIVE TO

CITY OF RANCHO CORDOVA CONSTRUCTION INSPECTION FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION. TRAVEL LANE REQUIREMENTS AS FOLLOWS: DURING WORKING HOURS 1-12 FT LANE EACH DIRECTION DURING NON-WORKING HOURS 2-12 FT LANES EACH DIRECTION.

12. SIDEWALK RAMPS SHALL BE CONSTRUCTED AT CENTER OF ALL CURB RETURNS, UNLESS OTHERWISE SHOWN ON PLANS. SEE STANDARD DRAWING NO. 4-51.

13. EXISTING A.C. SURFACE SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL WITH THE CENTERLINE ALONG WITH 1-1/2" DEEP GRINDING AND PAVING; GRIND TO LIP OF GUTTER, LANE LINE OR CENTER OF TRAFFIC LANE, BUT 12" MINIMUM WIDTH & THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL BE GRADED, RECOMPACTED, AND RESEALED PRIOR TO PAVING.

14. IN TRANSITION AREAS FROM ONE STREET WIDTH TO ANOTHER STREET WIDTH, THE HEAVIER STRUCTURAL SECTION SHALL BE USED.

15. PRIOR TO REQUESTING FINAL ACCEPTANCE OF IMPROVEMENTS, ENGINEER SHALL SET SURVEY MONUMENTS AS SPECIFIED IN SECTION 12-1, COUNTY OF SACRAMENTO IMPROVEMENT STANDARDS.

16. CONTRACTOR TO REPAIR ALL DAMAGE TO EXISTING ROAD SYSTEM ATTRIBUTED TO THE CONSTRUCTION OF THE PROJECT, AS DETERMINED BY THE PUBLIC WORKS DIRECTOR.

17. CONTRACTOR TO MAINTAIN OPERATIONAL CONDITION OF ALL EXISTING TRAFFIC SIGNALS,

STREET LIGHTS, TRAFFIC SIGNS, TRAFFIC MARKINGS, AND OTHER INFRASTRUCTURES THAT MAY BE IMPACTED BY THE PROJECT. TRAFFIC SIGNS AND TRAFFIC MARKINGS

SHALL NOT BE REMOVED OR COVERED WITHOUT PRIOR APPROVAL OF THE CITY PROJECT MANAGER OR INSPECTOR.

18. ALL STOP SIGNS, YIELD SIGNS, AND RAILROAD CROSSING SIGNS IMPACTED BY THE PROJECT MUST BE MAINTAINED ERECT AND FULLY VISIBLE BY TRAFFIC AT ALL TIMES.

ANY LIMIT LINES OR CROSSWALKS COVERED OR IMPACTED BY THE PROJECT MUST BE IMMEDIATELY REPLACED WITH LIKE TEMPORARY MARKINGS.

19. CONTRACTOR TO MAINTAIN OPERATIONAL CONDITION OF ANY CITY OR CRPD OWNED IRRIGATION LINE THAT MAY BE IMPACTED BY THE PROJECT. THE CONTRACTIOR IS

RESPONSIBLE FOR REPLACING IN KIND ANY LANDSCAPING OR LANDSCAPE IRRIGATION DAMAGED BY CONSTRUCTION OR INTERRUPTION OF IRRIGATION SERVICE.

20. THE SIGNAL CONTROLLER SHALL BE SUPPLIED BY THE CITY AT DEVELOPER COST.

CONTRACTOR SHALL NOTIFY THE CITY MINIMUM TWO MONTHS IN ADVANCE OF NEEDING THE SIGNAL CONTROLLER.

21. CONDITION OF APPROVAL #7: IN THE EVENT OF THE ENCOUNTER OF SUBSURFACE

MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE

OR IF ANY HUMAN REMAINS ARE FOUND, ALL GRADING AND/OR EXCAVATION SHALL

CEASE, THE FIND SHALL BE LEFT UNTOUCHED, AND THE CITY PLANNING DEPARTMENT SHALL BE IMMEDIATELY NOTIFIED. THIS REQUIREMENT SHALL BE NOTED ON THE GRADING AND BUILDING PLANS, PRIOR TO ISSUANCE OF PERMITS. A QUALIFIED PROFESSIONAL

ARCHAEOLOGIST CERTIFIED BY THE REGISTER OF PROFESSIONAL ARCHAEOLOGISTS OR

PALEONTOLOGIST WITH A DEGREE(S) IN PALEONTOLOGY OR GEOLOGY, TO EVALUATE AND MAKE RECOMMENDATIONS AS TO DISPOSITION, MITIGATION AND/OR SALVAGE. THE RECOMMENDATION SHALL BE IMPLEMENTED BEFORE WORK MAY PROCEED.

DECLARATION OF RESPONSIBLE CHARGE:

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT

DRAWINGS AND SPECIFICATIONS BY THE CITY OF RANCHO CORDOVA IS CONFINED TO REVIEW

AND COMMENTS ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ______________________________________________________________________________________ CIVIL ENGINEER REG. NO.

EXP. DATE.

GEOTECHNICAL ENGINEER'S DECLARATION:

THESE PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED RELATIVE TO GEOTECHNICAL

ASPECTS OF THE PLANS AND HAVE BEEN FOUND TO BE IN CONFORMANCE WITH INTENTIONS

OF THE FINDINGS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT BY YOUNGDAHL CONSULTING GROUP, INC., REPORT NUMBER E21426.000 DATED NOVEMBER 2021. ______________________________________________________________________________________ GEOTECHNICAL ENGINEER REG. NO.

EXP. DATE.

SACRAMENTO METROPOLITAN FIRE DISTRICT NOTES:

1. THE REQUIRED FIRE FLOW FOR PROTECTION OF THE PROPOSED PROJECT IS 1,500 GALLONS PER MINUTE (GPM), AT 20 POUNDS PER SQUARE INCH (PSI), FOR A DURATION OF 2 HOURS. THIS FLOW IS BASED ON A STRUCTURE OF TYPE III-B CONSTRUCTION OF NOT MORE THAN 15,840 TOTAL SQUARE FEET WITH A 50% REDUCTION FOR THE INSTALLATION OF A FULL COVERAGE AUTOMATIC FIRE SPRINKLER SYSTEM. THIS REQUIRED FIRE FLOW IS IN ADDITION TO ANY DOMESTIC WATER DEMANDS. A CHANGE IN ANY OF THESE CONDITIONS MAY INCREASE OR DECREASE THE REQUIRED FIRE FLOW.

2. REQUIRED FIRE HYDRANTS CAPABLE OF PROVIDING THE REQUIRED FIRE FLOW SHALL BE INSTALLED, TESTED, FLUSHED AND APPROVED PRIOR TO ANY CONSTRUCTION OR STORAGE OF ANY COMBUSTIBLE MATERIALS.

3. REQUIRED PRIVATE STREETS AND FIRE APPARATUS ACCESS ROADS SHALL BE INSTALLED TO THE "FIRST LIFT" (UP

TO THE LAST ONE INCH OF PAVEMENT), IDENTIFIED AND APPROVED PRIOR TO CONSTRUCTION OR STORAGE OF CONSTRUCTION MATERIALS. PRIVATE STREETS AND FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOAD OF THE FIRE APPARATUS - 80,000 POUNDS.

4. THE FOLLOWING METHODS OF FIRE APPARATUS ACCESS ROAD IDENTIFICATION ARE TAKEN FROM SECTION 22500.1 OF THE CALIFORNIA VEHICLE CODE AND AMENDED BY FIRE DISTRICT POLICY. ONE OF THE THREE METHODS PRESENTED BELOW MUST BE PRESENT FOR ALL AREAS DESIGNATED AS A FIRE APPARATUS ACCESS ROAD:

A. POSTING OF A SIGN EVERY 50' ALONG AND IMMEDIATELY ADJACENT TO, AND VISIBLE FROM, THE DESIGNATED

FIRE ACCESS LANE CLEARLY STATING IN LETTERS NOT LESS THAN ONE INCH IN HEIGHT THAT THE PLACE IS A FIRE LANE AND NO PARKING IS PERMITTED.

B. BY OUTLINING OR PAINTING THE PAVEMENT RED WITH APPROVED PAVEMENT PAINT AND, IN A CONTRASTING COLOR, MARKING THE PAVEMENT EVERY 25' WITH WORDS "FIRE LANE - NO PARKING" WHICH ARE CLEARLY VISIBLE FROM A VEHICLE.

C. BY A RED CURB OR RED PAINT ON THE EDGE OF THE ROADWAY UPON WHICH IS CLEARLY MARKED EVERY 25' WITH THE WORDS "FIRE LANE- NO PARKING"

5. ANY GATES OR BARRIERS ACROSS PRIVATE ROADS OR FIRE ACCESS LANES WILL REQUIRE A SEPARATE PLAN SUBMITTAL AND APPROVAL PRIOR TO INSTALLATION.

6. BLUE REFLECTIVE HYDRANT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING:

A. ON UNSTRIPED ROADWAYS, BLUE MARKERS SHALL BE SET IN THE CENTER OF THE ROADWAY.

B. ON UNDIVIDED STRIPED ROADWAYS, BLUE MARKERS SHALL BE SET 6" TO THE HYDRANT SIDE OF THE CENTER STRIPE.

C. ON DIVIDED ROADWAYS, THE BLUE MARKER SHALL BE SET 6" TO THE SIDE OF THE MEDIAN OR LANE STRIPING, WHICH IS CLOSEST TO THE HYDRANT.

D. IN LOCATIONS WHERE HYDRANTS ARE SITUATED ON CORNERS, BLUE MARKERS SHALL BE INSTALLED ON BOTH APPROACHES FRONTING THE HYDRANT.

7. UNDERGROUND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, STANDARD FOR THE INSTALLATION OF

PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES AND THE APPROVED PLANS PREPARED BY A CIVIL ENGINEER OR PIPING INSTALLATION CONTRACTOR. THE UNDERGROUND FIRE SERVICE INSTALLATION CONTRACTOR

SHALL SUBMIT FOR REVIEW AND APPROVAL A SCHEMATIC DRAWING SHOWING THE PART FOR PART INSTALLATION

ARRANGEMENT OF THE UNDERGROUND PIPING AND APPURTENANCES AND A PARTS LIST WITH LISTING INFORMATION FOR ALL PARTS PRIOR TO INSTALLATION. A TRENCH CROSS SECTIONAL DETAIL SHALL BE INCLUDED ON THE PLANS.

8. PLASTIC PIPING APPROVED FOR UNDERGROUND INSTALLATIONS SHALL BE PVC, C900, CLASS 150 OR GREATER, AND BE LISTED FOR SUCH USE.

9. ALL RUNS OF NON-METALLIC WATER PIPE SHALL HAVE A NO. 10 GAUGE SOLID SOFT DRAWN COPPER LOCATOR WIRE TAPED ON TOP OF THE PIPE TO FACILITATE LOCATING THE PIPE AT A LATER DATE.

10. THE WIRE SHALL BE STUBBED UP INSIDE EACH VALVE BOX. CONTINUITY TEST SHALL BE CONDUCTED ON EACH SPLICE AT ALL LOCATIONS.

11. GALVANIZED PIPE IS NOT APPROVED FOR UNDERGROUND SUPPLY PIPING.

12. NON-METALLIC PIPE SHALL NOT BE USED WITHIN FIVE FEET OF A BUILDING.

13. ABOVE GRADE VALVES FOR CONTROLLING THE WATER SUPPLY FOR ON-SITE FIRE HYDRANTS AND AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE ELECTRONICALLY SUPERVISED.

14. ALL PIPING SHALL BE LAID IN A SIX INCH BED OF SAND OR NATURAL GRAVEL NOT OVER ONE INCH IN DIAMETER AND HAVE A TWELVE INCH FILL OF SAND OR NATURAL GRAVEL NOT OVER ONE INCH IN DIAMETER.

15. A STRAND OF 3" WIDE NON-DETECTABLE BLUE TAPE MARKED "WATER" SHALL BE PLACED 12 INCHES ABOVE ALL PIPING.

16. ALL SECTIONS OF DUCTILE IRON PIPE OR DUCTILE IRON FITTINGS SHALL BE ENCASED IN EITHER 8-MIL LINEAR LOW DENSITY (LLD) OR 4-,IL HIGH-DENSITY, CROSS-LAMINATED (HDCL) POLYETHYLENE SHEETS OR TUBES IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD C105/A21.5-05, POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS. ANY FASTENERS SHALL BE MADE OF LOW-ALLOY STEEL.

17. CONCRETE THRUST BLOCKS OR OTHER APPROVED RETAINING, SHALL BE INSTALLED AT ALL LOCATIONS WHERE PIPING CHANGES DIRECTION.

18. A 200-PSI HYDROSTATIC PRESSURE TEST SHALL BE PERFORMED ON ALL INSTALLED PIPING AND APPURTENANCES FOR A PERIOD OF TWO HOURS. THE PIPING SHALL BE CENTER-LOADED DURING PRESSURE TESTING WITH ALL JOINS, FITTINGS AND APPURTENANCES UNCOVERED. FAILURE TO COMPLY WITH THIS SECTION WILL RESULT IN A TEST FAILURE AND THE UNCOVERING OF THE PIPING FOR A VISUAL INSPECTION AND RETESTING.

19. A FIRE SPRINKLER UNDERGROUND SUPPLY PIPING FLUSH, USING A FULL PIPE DIAMETER DISCHARGE, SHALL BE

CONDUCTED AND WITNESSED BY THE FIRE DISTRICT PRIOR TO CONNECTION TO THE ABOVE GROUND FIRE SPRINKLER SYSTEM. THE FIRE DEPARTMENT CONNECTION PIPING SHALL ALSO BE FLUSHED UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED AND THE WATER IS CLEAR. A FIRE HYDRANT FLUSH, USING THE 4-1/2" "STEAMER" OUTLET, SHALL BE CONDUCTED AT ALL HYDRANTS AND WITNESSED BY THE FIRE DISTRICT. PIPING SHALL BE FLUSHED UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED AND THE WATER IS CLEAR.

20. CONDITION OF APPROVAL #30C NOTE: FIRE ACCESS ROADWAYS SHALL BE BUILT TO BEAR A MINIMUM OF 80,000 POUNDS AND MEET THE SACRAMENTO COUNTY PUBLIC WORKS STANDARDS FOR ROADWAYS. A REPORT,

PREPARED BY A REGISTERED GEOTECHNICAL ENGINEER, VERIFYING THE ABILITY OF THE ROAD TO BEAR THE REQUIRED MINIMUM WEIGHT, SHALL BE SUBMITTED WITH ANY PLAN INDICATING CONSTRUCTION OF ROADWAY.

VERIFICATION OF CONSTRUCTED ROADWAY SHALL BE PROVIDED BY A REGISTERED GEOTECHNICAL ENGINEER

PRIOR TO FINAL OF THE PROJECT
SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR

CITY OF RANCHO CORDOVA DRAINAGE NOTES

1. ALL CONSTRUCTION AND MATERIALS FOR DRAINAGE SHALL BE IN ACCORDANCE WITH

THE LATEST EDITION OF THE COUNTY OF SACRAMENTO IMPROVEMENT STANDARDS AND STANDARD CONSTRUCTION SPECIFICATIONS. WHERE DISCREPANCIES EXIST, APPROPRIATE NOTES SHALL BE ADDED TO THE PLANS. TAKING PRECEDENCE OVER THE STANDARD CONSTRUCTION SPECIFICATIONS.

2. THE MINIMUM COVER REQUIREMENTS DURING CONSTRUCTION FOR TEMPORARY CONSTRUCTION VEHICLE LOADING SHALL BE 4 FEET FOR METAL AND PLASTIC PIPE, AND 3 FEET FOR REINFORCED CONCRETE PIPE.

3. THE CONTRACTOR SHALL PLACE THE PROPER STRENGTH PIPE IF TRENCH CONDITIONS ENCOUNTERED DIFFER FROM THE DESIGN TRENCH.

4. DRAINAGE IN PUBLIC ROW AND DRAINAGE EASEMENTS SHALL CONFORM TO THE FOLLOWING:

A. DRAINAGE PIPE MATERIAL PIPE SHALL CONFORM TO SECTION 36 AND SECTION 50 (EXCLUDING 50-20, WHICH IS NOT ALLOWED) OF THE STANDARD CONSTRUCTION SPECIFICATIONS.

B. DRAINAGE MANHOLES SHALL CONFORM TO SECTION 39 OF THE STANDARD CONSTRUCTION SPECIFICATIONS.

5. TESTING OF DRAINAGE SYSTEMS
A. DRAINAGE IN PUBLIC ROW AND DRAINAGE EASEMENTS SHALL CONFORM TO THE FOLLOWING:
i. DRAINAGE PIPES, INCLUDING DRAIN INLET LATERALS, SHALL BE nESTED IN CONFORMANCE WITH SECTION 38-10 OF THE STANDARD CONSTRUCTION SPECIFICATIONS.
ii. STORM DRAIN MANHOLES SHALL BE TESTED IN CONFORMANCE WITH SECTION 39-4.02 OF THE STANDARD CONSTRUCTION SPECIFICATIONS.

6. RESILIENT CONNECTORS, IN CONFORMANCE Vv1TH SECTION 39-2.02 AND STD. DWG. 9-7

A OF THE STANDARD CONSTRUCTION SPECIFICATIONS, ARE REQUIRED BETWEEN PRE-CAST MANHOLE AND PIPE, AND BETWEEN PRE-CAST DROP INLET AND PIPE. WATER

STOPS ARE REQUIRED FOR PIPE TO CAST -IN-PLACE MANHOLE/DROP INLET CONNECTIONS.

7. EROSION CONTROL STRUCTURES (STD. DWG. 9-27) SHALL BE CLASS B CONCRETE, NOT GROUTED COBBLE.

8. ALL DRAINAGE INLETS IN PUBLIC ROW AND DRAINAGE EASEMENTS SHALL HAVE A PERMANENT STORM DRAIN MESSAGE "NO DUMPING - FLOWS TO CREEK" OR OTHER APPROVED MESSAGE CONSISTENT WITH SECTION 9-14G AND STD. DWGS 11-10A AND 11-10B OF THE SACRAMENTO COUNTY IMPROVEMENT STANDARDS.

ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1120 of 2762 ends

T X X X X X X X X X X X X X E SUN CENTER DRIVE GOLD TAILINGS CT.

APN 072-0490-009

SFC LEASING LP
LOT 39 50 PM 26 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR INFORMATION ONLY 8
Know what's below. Call before you dig.
or (800) 227-2600 EXISTING CONDITIONS
NOTE:

REFER TO TITLE SHEET C1 FOR NOTICE TO CONTRACTOR ABOUT VERIFYING

UTILITY LOCATIONS PRIOR TO CONSTRUCTION, THE PROJECT FLOOD ZONE, BASIS OF BEARING, AND PROJECT DATUM.

UTILITY NOTE:

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO

GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR

FURTHER DOES NOT GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN

ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT

THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

NOTICE TO CONTRACTOR - ORDER OF
WORK:

PRIOR TO THE START OF ANY CIVIL WORK, IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF

ALL EXISTING UTILITIES BY POTHOLING AT ALL POINTS OF POTENTIAL

CONFLICT WITH PROPOSED UTILITIES OR PROPOSED POINTS OF CONNECTION WITH EXISTING UTILITIES. IF THE ACTUAL LOCATIONS OF THE EXISTING

UTILITIES FOUND IN THE FIELD ARE DIFFERENT FROM WHAT IS SHOWN ON

THESE PLANS, THE CONTRACTOR SHALL CONTACT RFE ENGINEERING IMMEDIATELY AND PROVIDE THE ACTUAL LOCATION INFORMATION. RFE

ENGINEERING WILL VERIFY IF THERE ARE ANY CONFLICTS WITH THE

IMPROVEMENTS AND WILL PROVIDE MODIFICATIONS TO THE DESIGN TO MITIGATE THE CONFLICTS IF ANY CONFLICTS EXIST.

SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED
FROM THE INSTALLING CONTRACTOR 4
C3
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1121 of 2762 ends

T X X X X X X X X X X X X X E
P4
P1
P1
P1
P1
P1
P1
P1
P2
D1
D1
D2
D2
D3
D3
D2
P3
GOLD TAILINGS CT.

SUN CENTER DRIVE D5
D4
P4 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR INFORMATION ONLY 8
Know what's below. Call before you dig.
or (800) 227-2600 DEMOLITION PLAN
LEGEND:

DEMOLISH AND REMOVE
NOTES:

1. SEE NOTICE TO CONTRACTOR ON SHEET C1 FOR
POTHOLING RECOMMENDATIONS.

2. GEOTECHNICAL RECOMMENDATIONS FOR SITE WORK SHALL
BE IMPLEMENTED. SEE SHEET C1 FOR GEOTECHNICAL
REPORT INFORMATION.

DEMOLITION KEYNOTES:

REMOVE AND REPLACE EXISTING CURB, GUTTER AND SIDEWALK FOR NEW DRIVEWAY - SEE GRADING PLAN FOR PROPOSED IMPROVEMENTS. 2 FOOT MINIMUM SAWCUT.

REMOVE AND REPLACE EXISTING CURB, GUTTER AND SIDEWALK - SEE GRADING PLAN FOR PROPOSED IMPROVEMENTS. 2 FOOT MINIMUM SAWCUT.

REMOVE AND REPLACE EXISTING CURB, GUTTER AND SIDEWALK FOR NEW ADA ACCESSIBLE RAMP - SEE GRADING PLAN FOR PROPOSED IMPROVEMENTS. 2 FOOT MINIMUM SAWCUT.

REMOVE AND REPLACE PAVEMENT AND CURB & GUTTER TO CONSTRUCT PROPOSED STORM DRAIN LINE. TRENCH RESTORATION IN CITY RIGHT OF WAY TO BE PER CITY STANDARDS.

REMOVE AND REPLACE PAVEMENT AND CURB & GUTTER TO CONSTRUCT PROPOSED SEWER LINE. TRENCH RESTORATION IN CITY RIGHT OF WAY TO BE PER CITY STANDARDS.

D1
D2
D3
D4
D5
PROTECT-IN-PLACE KEYNOTES:

PROTECT-IN-PLACE UTILITY STRUCTURE AND UNDERGROUND UTILITIES CONNECTING TO IT. RAISE TO FINISHED GRADE WITH PROPOSED IMPROVEMENTS AS NECESSARY.

TRAFFIC RATED (H20) COVER TO REPLACE EXISTING COVER, AS NECESSARY NECESSARY.

PROTECT-IN-PLACE EXISTING FENCE DURING CONSTRUCTION
PROTECT-IN-PLACE WATER LINE DURING CONSTRUCTION.

PROTECT EXISTING UTILITY STRUCTURES AND UNDERGROUND UTILITIES CONNECTING TO IT TO BE RELOCATED. SEE UTILITY PLAN FOR RELOCATION. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION.

P1
P2
P3
P4
DEMOLITION PLAN NOTES:

1. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT AND PORTLAND CEMENT CONCRETE SIDEWALKS AND CURB AND GUTTERS WITHIN THE LIMITS OF DEMOLITION. ENGINEER SHALL VERIFY LIMITS OF DEMOLITION. PROTECT EXISTING PAVEMENTS AND IMPROVEMENTS TO REMAIN.

2. THE DISPOSAL OF ALL DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND IT SHALL BE

DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS. ANY PERMITS REQUIRED FOR SUCH DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR.

3. SAWCUT ASPHALT 2' MIN FROM (E) CURB, (P) CURB OR AS OTHERWISE SHOWN ON PLANS.

4. ALL EXISTING STRIPING AND MARKINGS TO BE REMOVED SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING. PAVEMENT LEGENDS AND ARROWS THAT ARE REMOVED SHALL BE REMOVED IN A BLOCK PATTERN. ALL STRIPING AND MARKING REMOVAL AREAS SHALL BE TREATED WITH AN APPROVED PAVEMENT SEALER.

5. REMOVE EXISTING VEGETATION, MULCH, IRRIGATION, AND OTHER AS REQUIRED IN AREA OF PROJECT IMPROVEMENTS. CAP AND RELOCATE IRRIGATION AS NEEDED. SEE LANDSCAPE PLANS.

6. EXISTING FACILITIES (e.g. IRRIGATION, ELECTRICAL) TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. SEE APPLICABLE LANDSCAPE, ELECTRICAL AND ARCHITECTURAL PLANS.

7. REMOVE EXISTING PCC TO LIMITS SHOWN. SAWCUT AT EXISTING SCORE AND/OR EXPANSION JOINTS WHEN POSSIBLE.

8. ANY WORK IN THE CITY / COUNTY ROW SHALL REQUIRE A TRAFFIC CONTROL PLAN PRIOR TO THE ISSUANCE OF ANY PERMIT.

9. ANY PAVEMENT CUT AND REPAIR WITHIN THE CITY / COUNTY ROW SHALL BE REPAIRED PER CITY / COUNTY STANDARDS.

10. THE CONTRACTOR SHALL COMPLY WITH PROVISIONS OF THE SAFETY AND HEALTH REGULATION FOR CONSTRUCTION, PROMULGATED BY THE SECRETARY OF LABOR UNDER SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (40 USC 327 ET SEQ.) AS SET FORTH IN TITLE 29, C.F.R., CAL/OSHA, AND THE REGULATIONS ISSUED THEREUNDER.

COMPLIANCE SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY.

11. THE CONTRACTOR SHALL COMPLY WITH CURRENT CALIFORNIA FIRE CODE (CFC), CALIFORNIA CODE OF REGULATIONS, (CCR) TITLE 24, PART9, ARTICLE 87 - FIRE SAFETY DURING CONSTRUCTION ALTERATION OR DEMOLITION OF A BUILDING, SECTION 8706 - FIRE SAFETY DURING DEMOLITION.

12. CONTRACTOR SHALL PREPARE A DEMOLITION PLAN SCHEDULE TO IDENTIFY THE SEQUENCE OF

SUCH WORK AND SUPPORTING DOCUMENTATION INCLUDING A RECYCLING PLAN, ANTICIPATED

HAZARDOUS MATERIALS AND ABATEMENT PROCEDURES, NAME AND CERTIFICATION FOR THE INTENDED DISPOSAL AND/OR RECYCLING FACILITIES, AND DEMOLITION SAFETY PLAN.

CONTRACTOR SHALL SCHEDULE ALL WORK TO COINCIDE WITH NEW CONSTRUCTION, MOVING AND FACILITY OCCUPANCY. DEMOLITION PLAN SHALL BE ACCEPTED BY THE OWNER PRIOR TO COMMENCING DEMOLITION WORK OF EXISTING STRUCTURES.

13. THE CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO THE OWNER AND ANY AFFECTED UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY DEMOLITION ACTIVITIES.

14. EXISTING UTILITIES: LOCATE, IDENTIFY, DISCONNECT AND SEAL OR CAP OFF INDICATED UTILITIES TO BE DEMOLISHED.

15. PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES WHICH ARE NOT TO BE DEMOLISHED. PROVIDE TEMPORARY IRRIGATION WHEN IRRIGATION SUPPLY TO BE DISRUPTED.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, AND PROTECTION OF ADJACENT UNDERGROUND UTILITIES.

CONTRACTOR SHALL PROVIDE BRACING AND SHORING WHEN REQUIRED.

17. EXISTING UTILITIES TO BE REMOVED: DEMOLISH AND REMOVE EXISTING BELOW GRADE UTILITIES UNLESS OTHERWISE NOTED.

18. REMOVE MATERIALS TO BE RE-INSTALLED OR RETAINED IN MANNER TO PREVENT DAMAGE.

STORE AND PROTECT.

19. BACKFILL OPEN PITS AND HOLES CAUSED AS A RESULT OF DEMOLITION WITH EXCESS SOIL ON SITE PER RECOMMENDATIONS CONTAINED IN THE SOILS REPORT FOR BACKFILL MATERIAL.

20. UNIFORMLY ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF CONSTRUCTION AREA AND PROTECTION OF PUBLIC SAFETY DURING ALL TIMES DURING DEMOLITION WORK.

22. HAZARDOUS MATERIALS:

A. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS, PROCEDURES, AND ABATEMENT SPECIFICATIONS FOR THE SAFE REMOVAL OF HAZARDOUS WASTE MATERIALS.

B. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB. NOTIFY ENGINEER & ARCHITECT.

C. CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS.

23. PROTECT (E) IRRIGATION AND MAINTAIN TO ALL LANDSCAPE AREAS NOT DISTURBED BY THE PROJECT DURING CONSTRUCTION.

SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED
FROM THE INSTALLING CONTRACTOR 5
C4
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1122 of 2762 ends

T X X X X X X X X X X X X X E X X X X X X X X X BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL BSL NEW BUILDING 13,220 SF SUN CENTER DRIVE GOLD TAILINGS CT.

APN 072-0490-018

HNJ FARMS
APN 072-0490-008
WILLIAMSON 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR INFORMATION ONLY 8
Know what's below. Call before you dig.
or (800) 227-2600 PRELIMINARY SITE PLAN
LEGEND:

ADA PATH OF TRAVEL

EASEMENT
ROW

CENTERLINE

PROPERTY LINE

CONTROL POINTS

PROPOSED BUILDING
GENERAL NOTES:

1. UNLESS SHOWN OR SPECIFIED OTHERWISE, ALL DIMENSIONS ARE TO FACE OF CURB.

2. BUILDING OUTLINE REPRESENTS OUTER-MOST ARCHITECTURAL ELEMENT OF BUILDING.

ASPHALT PAVING
(MATCH EXISTING ROAD SECTION)

FIRE TURNING MOVEMENTS

HEAVY DUTY PCC

LIGHT DUTY PCC

LANDSCAPING

SEE LANDSCAPE PLANS
SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED
FROM THE INSTALLING CONTRACTOR 6
C2
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1123 of 2762 ends

T
X
X

X X X X X X X X X X X
E
X
X
X X
X
X
X
X
X
D
D

SUN CENTER DRIVE
GOLD TAILINGS CT.
1 1
1 1
1 2
2 2
2 3
3 3
4 4
5 5
6 7
8 9
9 10
10 10
10 10 11
11 12
13 D1
D1
D1
D1
D2
SEE DETAIL 1
SEE DETAIL 2
SEE DETAIL 3
SEE DETAIL 5
SEE DETAIL 4
SEE DETAIL 6
10 10
A
C11
A
C11
B
C11
B
C11
16 16
16 17
17 D3
D4
D4
D5
D5

X X X X X
X
X
X
8 14
15 1
D
T 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR

INFORMATION ONLY
8 Know what's below. Call before you dig.
or (800) 227-2600
CONSTRUCTION KEYNOTES:

CONSTRUCT ON-SITE CONCRETE BARRIER CURB.

CONSTRUCT TYPE 2 CURB AND GUTTER WITH 4 FOOT SIDEWALK PER SAC COUNTY DETAIL 4-30.

CONSTRUCT MONOLITHIC CONCRETE CURB AND SIDEWALK.

CONSTRUCT CONCRETE SIDEWALK.

CONSTRUCT NEW DRIVEWAY WITH CURB, GUTTER, AND SIDEWALK PER SACRAMENTO COUNTY DETAIL 4-A-35. ADA ACCESSIBLE RAMPS TO BE CONSTRUCTED ON EACH SIDE OF DRIVEWAY.

CONSTRUCT CAST-IN-PLACE TRUNCATED DOMES.

CONSTRUCT ADA ACCESSIBLE HANDRAILS ALONG RAMP.

CONSTRUCT TRASH ENCLOSURE FENCE WITH CONCRETE APRON - SEE ARCHITECTURAL DRAWINGS FOR DETAILS. CONCRETE SLAB TO HAVE THICKENED EDGES. DRAINAGE TO

EXIT BACK OF TRASH ENCLOSURE TO CONCRETE CHANNEL INTO ADJACENT LANDSCAPE PLANTER. SEE FINISHED SURFACE ELEVATIONS THIS SHEET.

CONSTRUCT ADA ACCESSIBLE PARKING STALLS. SLOPES TO BE MAX 2.0% IN ANY DIRECTION.

CONSTRUCT ADA ACCESSIBLE CURB RAMP.

CONSTRUCT 20 FOOT MOTORIZED ROLL GATE AND KNOX LOCK (CLICK TO OPEN) PER ARCHITECTURAL PLANS.

CONSTRUCT FENCE PER ARCHITECTURAL PLANS.

CONSTRUCT BICYCLE PARKING PER ARCHITECTURAL PLANS.

CONSTRUCT BIORETENTION PLANTER PER DETAIL 5, SHEET C11.

CONSTRUCT 2 FOOT VALLEY GUTTER.

CONSTRUCT 1.5" THRESHOLD IN CONCRETE AT ROLL-UP DOOR - SEE ARCHITECTURAL PLANS FOR DETAILS.

CONSTRUCT NEW STREETLIGHT PER SACRAMENTO COUNTY STANDARDS - SEE ELECTRICAL PLANS FOR DETAILS.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 GRADING, DRAINAGE, & PAVING PLAN
DRAINAGE KEYNOTES:

CONSTRUCT 18" NYLOPLAST DRAIN BASIN (OR APPROVED EQUAL) PER MFR RECOMMENDATIONS. INVERT ELEVATIONS (I.E.) AS SHOWN PER PLAN. STRUCTURE AND GRATE FRAME SHALL WITHSTAND MIN H-20 LOADING IN VEHICULAR AREAS. DOME GRATE TO BE USED IN LANDSCAPE AREAS.

CONSTRUCT JENSEN PRECAST STORM DRAIN MANHOLE (OR APPROVED EQUIVALENT).

INVERT ELEVATIONS (I.E.) SHOWN ON PLAN. PAVEMENT RESTORATION PER CITY STANDARDS.

CONSTRUCT 18" NYLOPLAST DRAIN BASIN WITH COVER, NO GRATE (OR APPROVED EQUAL) PER MFR RECOMMENDATIONS. INVERT ELEVATIONS (I.E.) AS SHOWN PER PLAN.

STRUCTURE AND GRATE FRAME SHALL WITHSTAND MIN H-20 LOADING IN VEHICULAR AREAS.

DOWNSPOUT LOCATION - TO OUTFLOW ONTO CONCRETE
DOWNSPOUT LOCATION - CONNECT DOWNSPOUT TO SD SYSTEM AS SHOWN. PLACE CLEANOUT AND WYE AT CONNECTION POINT.

NOTE: ALL STORM DRAIN MATERIAL TO BE ADS N-12 HDPE PIPE OR APPROVED EQUIVALENT.

D1
D2
D3
D4
D5
LEGEND:

LIGHT DUTY PCC
(CATEGORY A, ADTT 10)

5.0" PCC / 6.0" CL2 AB
4,000 PSI

HEAVY DUTY PCC
(CATEGORY B, ADTT 300)

6.0" PCC / 6.0" CL2 AB
4,000 PSI

LANDSCAPING

SEE PLANS BY OTHERS
TREE NOTE:

1. EXISTING PINE TREES TO THE EAST OF THE PROJECT PROPERTY SHALL BE PROTECTED WITH ORANGE FENCING DURING CONSTRUCTION.

INDEX CONTOUR

INTERMEDIATE

CONTOURS

MATCH (E) GRADE

ELEVATION

SPOT ELEVATION
(ABBREVIATION)

GRADE BREAK LINE

TRUNCATED DOMES

FINISHED FLOOR

ELEVATION

STORM DRAIN PIPE

STORM DRAIN MANHOLE

DRAINAGE INLET

SURFACE FLOW /

DRAINAGE FLOW

OVERLAND RELEASE

PEDESTRIAN PCC

4.0" PCC / 6.0" CL2 AB
3,500 PSI
DETAIL 6
SCALE: 1" = 10'
DETAIL 4
SCALE: 1" = 10'
DETAIL 5
SCALE: 1" = 10'
DETAIL 3
SCALE: 1" = 10'
DETAIL 1
SCALE: 1" = 10'
DETAIL 2
SCALE: 1" = 10'
SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR
7 C6
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1124 of 2762 ends

T X X X X X X X X X X X X X E X X X X X X X X X D D S GOLD TAILINGS CT. SUN CENTER DRIVE S1
S2
S4
S3
W1
W2
W3 1 2 3 4 5 6 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR INFORMATION ONLY 8
Know what's below. Call before you dig.
or (800) 227-2600 PRELIMINARY WATER & SANITARY SEWER PLAN SANITARY SEWER CONSTRUCTION KEYNOTES:

PRIVATE SANITARY SEWER POINT OF CONNECTION. PLACE TWO-WAY CLEANOUT PER LATEST UPC. CONTRACTOR TO VERIFY WITH PLUMBING AND ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION.

CONSTRUCT 6" VCP SS CLEANOUT-TO-GRADE (COTG) PER SASD STANDARD DETAIL LL02B BEHIND RIGHT-OF-WAY. CONTINUE ON-SITE SEWER TO BUILDING AS SHOWN ON PLAN.

CONSTRUCT 6" VCP LOWER LATERAL AT 2.0% PER SASD STANDARD DETAILS. SLOPE WITH WYE CONNECTION.

CONSTRUCT SANITARY SEWER MANHOLE (SSMH) WITH INSIDE DROP PER SASD STANDARD DETAIL MH-09. VERIFY SIZE, LOCATION, AND INVERT ELEVATIONS OF PIPE CONNECTION(S) PRIOR TO CONSTRUCTION. IF DIFFERENT FROM WHAT IS SHOWN ON PLANS, CONTACT ENGINEER. TRENCH RESTORATION PER CITY STANDARDS AND SPECIFICATIONS.

S1
S2
S3
S4
FDC

REDUCED PRINCIPAL

PRESSURE ASSEMBLY

REDUCED PRESSURE

BACKFLOW PREVENTER

STORM DRAIN

SANITARY SEWER
WATER
SSMH
SSCO

FIRE HYDRANT

WATER VALVE

WATER METER

STREET LIGHT
LEGEND

DESCRIPTION EXISTING PROPOSED S

FITTINGS
90° TEE 45° 22.5° 11.25°
SCWA CONSTRUCTION KEYNOTES:

ALL WATERLINE FITTINGS SHALL BE RESTRAINED BY THRUST BLOCKS AND/OR APPROVED JOINT

RESTRAINING DEVICES AS SHOWN ON THESE PLANS OR REFER TO THE LATEST EDITION OF THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECIFICATIONS, DETAILS 8-3A AND THE SACRAMENTO COUNTY WATER AGENCY WATER NOTES 18 & 19.

HOT TAP TO EXISTING 10” WATER MAIN. INSTALL A 1” WATER SERVICE, A 1” WATER METER AND 1" BACKFLOW PREVENTER IN ACCORDANCE WITH THE COUNTY OF SACRAMENTO CONSTRUCTION SPECS DETAIL 8-1, 8-6B AND 8-8A. DISINFECT AND FLUSH

PRIOR TO CONNECTION IN ACCORDANCE WITH THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECS SECTION 41-16 AND SCWA WATER NOTE 23.

CUT IN WITH 8"x10"x10" TEE TO CONNECT TO EXISTING 10” WATER MAIN. INSTALL FIRE

PROTECTION ASSEMBLY IN ACCORDANCE WITH THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECS DETAIL 8-7. DISINFECT AND FLUSH PRIOR TO

CONNECTION IN ACCORDANCE WITH THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECS SECTION 41-16 AND SCWA WATER NOTE 23.

HOT TAP TO EXISTING 10” WATER MAIN. INSTALL A 1” IRRIGATION WATER SERVICE, A 1” WATER METER AND 1" BACKFLOW PREVENTER IN ACCORDANCE WITH THE COUNTY OF SACRAMENTO CONSTRUCTION SPECS DETAIL 8-1, 8-6B AND 8-8A. DISINFECT AND FLUSH

PRIOR TO CONNECTION IN ACCORDANCE WITH THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECS SECTION 41-16 AND SCWA WATER NOTE 23.

W1
W2
W3
PRIVATE WATER CONSTRUCTION KEYNOTES:

INSTALL 1" PVC SCHEDULE 80 WATER, OR APPROVED EQUIVALENT.

TRENCH AND INSTALL 8" FIRE SERVICE LINE WITH PVC C900 DR 14 WATER MAIN WITH

MEGA-LUGS AND THRUST BLOCKING AT ALL BENDS, FITTINGS AND JUNCTIONS PER THE SCWA STANDARD SPECIFICATIONS AND STANDARD DRAWINGS 8-3A AND 8-17.

INSTALL 1" PVC SCHEDULE 80 WATER, OR APPROVED EQUIVALENT. CAP LINE FOR FUTURE IRRIGATION POINT OF CONNECTION. SEE LANDSCAPE PLANS FOR CONTINUATION.

POC FOR DOMESTIC WATER SERVICE - SEE PLUMBING PLANS FOR CONTINUATION AND COORDINATE LOCATION WITH PLUMBING PLANS AND BUILDING PLUMBING INSTALLER.

PROVIDE ALL FITTINGS AND COUPLERS AS NEEDED TO MAKE CONNECTION. REFER TO BUILDING PLUMBING PLANS FOR BUILDING SHUT OFF VALVE.

POC AT FIRE RISER ROOM - SEE FIRE SPRINKLER PLANS BY OTHERS FOR CONTINUATION IN BUILDING. AT FIRE RISER ROOM, CONSTRUCT FLOOR PENETRATION.

FIRE RISER ROOM LOCATION (SEE ARCHITECTURAL PLANS)
WATER NOTES:

1.) WATER PIPE SIZES 4" - 12" SHALL BE C-900 PVC.

2.) WATER PIPE SIZES <4" SHALL BE SCHEDULE 80 PVC.

3.) SEE LANDSCAPING PLANS FOR IRRIGATION SLEEVES TO BE CONSTRUCTED. 123456 SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED
FROM THE INSTALLING CONTRACTOR 8
C4
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1125 of 2762 ends

X X X X X X X X X X X
X
X
X X
X
X
X
X
X
1 1
2 2
2 2
3 4
4 5
6 7
8 8
Know what's below. Call before you dig.
or (800) 227-2600
STRIPING KEYNOTES:

PLACE ACCESSIBLE SITE ENTRANCE SIGN PER DETAIL 6, THIS SHEET, AND POST PER DETAIL 7, THIS SHEET.

PLACE DIRECTIONAL PATH-OF-TRAVEL SIGN PER DETAIL 3 AND POST PER DETAIL 7, THIS SHEET. DIRECTION AS INDICATED ON PLAN.

PLACE ACCESSIBLE PARKING SIGN WITH "VAN" ACCESSIBLE SIGN ON WALL PER DETAIL 4, THIS SHEET.

PAINT 4" WIDE STRIPES IN PARKING STALLS WITH 2 COATS WHITE. SEE DETAIL 1, THIS SHEET.

PAINT FIRE LANE MARKING PER DETAIL 2, THIS SHEET.

PAINT ACCESSIBLE PARKING SYMBOL PER DETAIL 12, SHEET C12.

PAINT ACCESSIBLE PARKING STRIPING PER DETAIL 11, SHEET C12.

PAINT 12" TALL "CLEAN AIR / EV / VANPOOL" STENCIL WITH 2 COATS WHITE.

UNDERGROUND CONDUIT TO BE INSTALLED TO PARKING STALL FOR FUTURE EV CHARGING STATION - SEE PLANS BY OTHERS FOR DETAILS. 1 2
3 4
5 6
7 8

STRIPING LEGEND

STRIPING -

PARKING LOT
SURFACES SHALL BE CLEAN, DRY.

TOP COAT SHERWIN WILLIAMS - PRO

MAR TRAFFIC MARKING PAINT - WHITE

HANDICAP

STRIPING -

PARKING LOT
SURFACES SHALL BE CLEAN, DRY.

TOP COAT SHERWIN WILLIAMS - PRO
MAR TRAFFIC MARKING PAINT "H.C."
BLUE
NOTE:

1. SEE HORIZONTAL CONTROL PLAN FOR ADDITIONAL DIMENSIONS.

2. DIMENSIONS ARE TO FACE OF CURB UNLESS SPECIFIED OTHERWISE.

3. ALL PAINTED SURFACES SHALL RECEIVE 2 COATS MINIMUM ADDITIONAL COATS MAY BE REQUIRED FOR ACCEPTED COVERAGE.

DIRECTIONAL PATH-OF-TRAVEL SIGNS

STRAIGHT

EACH WAY LEFT & RIGHT

LEFT OR RIGHT

LEFT OR RIGHT CORNER
LEGEND:
- NOT TO SCALE
1 STALL STRIPING DETAIL

NOT TO SCALE
2 CURB MARKINGS
- SIGNING AND STRIPING PLAN LEFT

DIRECTIONAL
RIGHT

DIRECTIONAL
DUAL

DIRECTIONAL

STRAIGHT

DIRECTIONAL

DUAL SIDED

DIRECTIONAL
NOTE:

SIGNS ARE TO BE 0.125" THICK ALUMINUM PANEL
WITH BAKED PORCELAIN ENAMEL FINISH.

RIGHT
CORNER
LEFT
CORNER

NOT TO SCALE
4 VAN ACCESSIBLE SIGN
-

NOT TO SCALE
3 ACCESSIBLE PATH OF TRAVEL DIRECTIONAL SIGN
-

NOT TO SCALE
5 ACCESSIBLE PARKING STALL SIGN
- NOT TO SCALE
6 ACCESSIBLE ENTRY WARNING SIGN
- NOT TO SCALE
7 ACCESSIBLE PARKING SIGN POST
- 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR

INFORMATION ONLY
SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR
9 C8
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1126 of 2762 ends

T X X X X X X X X X X X X X E SUN CENTER DRIVE GOLD TAILINGS CT.

APN 072-0490-009

SFC LEASING LP
LOT 39 50 PM 26 X X X X X X X X X D D S 3 40'x60' EQUIPMENT MAINTENANCE, FUELING STORAGE AND VEHICLE AND WASHING* AREA4 2 2 2 2 BAG ALL DOWNSTREAM INLETS 2 65 1 1 1 1 1 2 2 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR INFORMATION ONLY 8
Know what's below. Call before you dig.
or (800) 227-2600 EROSION & SEDIMENT CONTROL PLAN
CONSTRUCTION KEYNOTES:

PLACE FIBER ROLL PER SACRAMENTO COUNTY DETAIL 11-4

INSTALL STORM DRAIN SEDIMENT CONTROL PER SACRAMENTO COUNTY DETAIL 11-7.

CONSTRUCT CONCRETE WASHOUT PER SACRAMENTO COUNTY DETAIL 11-6.

CONSTRUCT STABILIZED CONSTRUCTION SITE ACCESS PER SACRAMENTO COUNTY DETAIL 11-1.

PLACE PORTABLE TOILET(S) FOR USE DURING CONSTRUCTION. LOCATE 50' MIN FROM STORM DRAIN INLETS AND ANCHOR TO PREVENT
OVERTURNING. REF. CASQA BMP WM-9.

STAGING AREA, MATERIAL STORAGE, TEMPORARY STOCKPILE STORAGE AREA, FUELING AREA.

NOTE:

1. PROJECT CONTRACTOR TO DETERMINE SPECIFIC LOCATIONS AND

BMPS EMPLOYED FOR EROSION AND SEDIMENT CONTROL, EITHER NOT SHOWN ON PLAN OR IN ADDITION TO PLAN (AS NEEDED). HYDROSEEDING (PER CASQA MANUAL) OF PERMANENTLY EXPOSED SOIL AND EROSION

CONTROL BLANKETS TO BE USED IN COMBINATION (AS REQUIRED) DURING CONSTRUCTION TO PREVENT EROSION. 123456
LEGEND:

FIBER ROLL

FINISHED GRADE SURFACE FLOW

CONCRETE WASHOUT

PORTABLE TOILET

GRAVEL BAG AND INLET FILTER

GRAVEL BAG AT CURB OPENINGS

TEMPORARY CONSTRUCTION

SITE ENTRANCE/EXIT

OVERLAND RELEASE

TEMPORARY STAGING AREA
FENCE
SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED
FROM THE INSTALLING CONTRACTOR 10
C9
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1127 of 2762 ends

INFORMATION ONLY EROSION & SEDIMENT CONTROL NOTES & DETAILS 9 NTS EROSION AND SEDIMENT CONTROL NOTES 7 NTS EROSION AND SEDIMENT CONTROL IMPLEMENTATION EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR SHALL FOLLOW ALL JURISDICTIONAL GUIDELINES FOR GRADING AND THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN OR STATED ON THESE PLANS.

2. CONTRACTOR MUST ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY STORM.

CONTRACTOR SHALL HAVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE WINTER MONTHS PRIOR TO OCTOBER 1.

3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED.

CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF A REPRESENTATIVE OF THE DEPARTMENT OF UTILITIES.

4. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF OR AT THE DIRECTION OF A REPRESENTATIVE OF THE DEPARTMENT OF UTILITIES.

5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE AND AFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.

6. CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR MAINTENANCE OF BMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OR EROSION AND SEDIMENT CONTROL PLAN.

7. IN AREAS WHERE SOIL WILL BE EXPOSED LONGER THAN 14 DAYS, CONTRACTOR SHALL STABILIZE EXPOSED SOILS WITH HYDROSEEDING OR OTHER EQUIVALENT METHOD. CONTRACTOR SHALL ENSURE NO AREAS WILL BE LEFT EXPOSED OVER THE WINTER SEASON.

8. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIOR TO COMMENCEMENT OF GRADING.

LOCATION OF THE ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE. THE STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN IN PLACE UNTIL THE ROAD BASE ROCK COURSE IS COMPLETED.

9. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF EACH WORKING DAY OR AS NECESSARY.

10. CONTRACTOR SHALL PLACE GRAVEL BAG BARRIERS AROUND ALL NEW DRAINAGE STRUCTURE OPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESE GRAVEL BAG BARRIERS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED.

11. SOIL STOCKPILE SHALL BE SURROUNDED BY STRAW WATTLE. CONTRACTOR SHALL COVER STOCKPILE WHEN NOT IN USE.

12. CONTRACTOR SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS:

A. SOLID WASTE MANAGEMENT:

PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANIC DEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS AND DOMESTIC WASTE DAILY.

B. MATERIAL DELIVERY AND STORAGE:

PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDE COVERING FOR SOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDING SHELL WHEN POSSIBLE. INSPECT AREA WEEKLY.

C. CONCRETE WASTE:

PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETE TRUCK WASH-OUT. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A CONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE CITY STORM DRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLY FOR REMOVAL OF HARDENED CONCRETE.

D. PAINT AND PAINTING SUPPLIES:

PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS REGARDING REDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP. INSPECT SITE WEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL.

E. VEHICLE FUELING, MAINTENANCE AND CLEANING:

PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENT WITH DRIP PANS. RESTRICT ON-SITE MAINTENANCE AND CLEANING OF EQUIPMENT TO A MINIMUM. INSPECT AREA WEEKLY.

F. HAZARDOUS WASTE MANAGEMENT:

PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THE DRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL AND TRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS

COMMONLY FOUND ON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUM PRODUCTS,

FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZATION STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS.

13. THE FOLLOWING SOIL WIND EROSION CONTROL (DUST CONTROL) METHODS ARE PROPOSED AS PART OF THESE IMPROVEMENT PLANS:

A. WATER THE SOIL OF THE SITE AND THE ADJACENT STREETS BEING USED IN CONNECTION WITH SOIL DISTURBANCE OPERATIONS ON THE SITE IN ACCORDANCE WITH CALTRANS STANDARDS.

B. COVER EXPOSED SOIL WITH GRAVEL OR ROCK LANDSCAPING.

C. COVER EXPOSED SOIL WITH ORGANIC MULCHES, SPRINKLER IRRIGATED.

D. IRRIGATE GRASSES.

E. MAINTAIN LANDSCAPE VEGETATION.

14. REFER TO THE PROJECT SWPPP FOR ADDITIONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS AND RECOMMENDATIONS.

EROSION AND SEDIMENT CONTROL MEASURES

PHASE OF

CONSTRUCTION
(WET SEASON) (WET AND DRY SEASON)
HYDROSEEDING
STRAW

MULCHING
&

TACKIFIER

PRESERVATION

OF EXISTING

VEGETATION
SOIL

BINDERS
FIBER
ROLLS
OUTLET

PROTECTION
STORM
DRAIN
INLET

PROTECTION

DEWATERING

STABILIZED

CONSTRUCTION

ENTRANCE

MATERIAL
& WASTE

DISPOSAL

LOCATION

CONCRETE

WASHOUT
DUST

CONTROL

SEDIMENT
TRAP

PRE-GRADING

CUT AND FILL

QUANTITIES

UNDERGROUND
WORK

STORM DRAIN

IMPROVEMENTS

CURB & GUTTER
STREET

IMPROVEMENTS
POST

CONSTRUCTION
NOTES:

1. ALL EROSION BMPs SHALL BE IN PLACE PRIOR TO STORM EVENTS AND IN ACCORDANCE WITH THE LATEST EDITION OF SECTION II OF THE IMPROVEMENT STANDARDS AND THE CALIFORNIA STORM WATER HANDBOOK.

2. MAINTAIN BMP'S AS NECESSARY.

SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR

CITY OF RANCHO CORDOVA EROSION AND SEDIMENT CONTROL
NOTES:

1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE COUNTY OF SACRAMENTO IMPROVEMENT STANDARDS (APRIL 1, 2018).

2. EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED AND MAINTAINED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). SEDIMENT CONTROL BMPs SHALL BE INSTALLED AND MAINTAINED YEAR ROUND.

3. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF THE WORK AREAS AND WITHIN THE WORK AREAS SHALL BE PROTECTED WITH SEDIMENT CONTROL PER SACRAMENTO COUNTY STANDARD DETAIL 11-14.

4. ALL STABILIZED CONSTRUCTION ACCESS LOCATIONS SHALL BE CONSTRUCTED PER STANDARD DRAWING 11-1 WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES PAVED AREAS. THE STABILIZED ACCESS SHALL BE MAINTAINED ON A YEAR ROUND BASIS UNTIL THE COMPLETION OF CONSTRUCTION.

5. ALL AREAS DISTURBED DURING CONSTRUCTION BY GRADING, TRENCHING, OR OTHER ACTIVITIES, SHALL BE PROTECTED FROM EROSION DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). HYDROSEED, IF UTILIZED, MUST BE PLACED BY SEPTEMBER 15.

HYDROSEED PLACED DURING THE WET SEASON SHALL USE A SECONDARY EROSION PROTECTION METHOD.

6. SENSITIVE AREAS AND AREAS WHERE EXISTING VEGETATION IS BEING PRESERVED SHALL BE PROTECTED WITH CONSTRUCTION FENCING. SEDIMENT CONTROL BMPs SHALL BE INSTALLED WHERE ACTIVE CONSTRUCTION AREAS DRAIN INTO SENSITIVE OR PRESERVED VEGETATION AREAS.

7. SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE DRAINAGE LEAVES THE PROJECT. SEDIMENT CONTROL BMPs SHALL BE MAINTAINED YEAR ROUND UNTIL THE CONSTRUCTION IS COMPLETED OR THE DRAINAGE PATTERN HAS BEEN CHANGED AND NO LONGER LEAVES THE SITE.

8. EROSION AND SEDIMENT CONTROL MEASURES FOR THE PROJECT SHALL BE IN SUBSTANTIAL COMPLIANCE AT ALL TIMES WITH THE

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THE PROJECT IN ACCORDANCE WITH THE STATE OF CALIFORNIA GENERAL CONSTRUCTION PERMIT. THIS PERMIT REQUIRES THAT THE SWPPP BE KEPT UP TO DATE TO REFLECT THE

CHANGING SITE CONDITIONS AND THE SWPPP IS TO BE AVAILABLE ON SITE AT ALL TIMES FOR REVIEW STATE AND LOCAL INSPECTORS.

9. EFFECTIVE EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO ANY STORM EVENTS.

10. CONTRACTOR SHALL INSTALL AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENTATION CONTROL BMPs.

11. PRIOR TO RAIN EVENT, OR IF AREA WILL NOT BE ACTIVELY WORKED ON WITHIN 14 DAYS, ALL DISTURBED OR EXPOSED SOILS SHALL BE PROTECTED, AT A MINIMUM, WITH STRAW MULCH AND TACKIFIER APPLICATION. APPLY TACKIFIER ON STRAW MULCH TO HOLD MULCH IN PLACE. THIS IS A MINIMUM GUIDE ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND INSTALLING THE APPROPRIATE LEVEL OF EROSION AND SEDIMENT CONTROL.
11 C10
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1128 of 2762 ends

(P) BUILDING
GOLD TAILINGS CT.
(P) BUILDING (P) BUILDING SUN CENTER DRIVE
(P) BUILDING 11201 SUN CENTER DRIVE RANCHO CORDOVA, CA 95742 SFC LEASING L.P. 3430 LUYUNG DRIVE RANCHO CORDOVA, CA 9574 PH: (916) 638-5364 2260 Douglas Blvd , Suite 160, Roseville, C A 95661 Ph: 916-772-7800 Fax: 916-772-7804 www.RFEengineering.com 4/22/2022
13 FOR INFORMATION ONLY CONSTRUCTION DETAILS & SECTIONS 1 NTS BARRIER CURB A NTS SECTION A B NTS SECTION B 2 NTS CONCRETE SIDEWALK 4 NTS ROCK SLOPE PROTECTION 3 NTS DETAIL 5 NTS BIORETENTION PLANTER SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR
12 C11
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1129 of 2762 ends

INFORMATION ONLY CONSTRUCTION DETAILS
13 4 NTS CONCRETE SIDEWALK 3 NTS MONOLITHIC CURB AND SIDEWALK 2 NTS DETAIL 1 NTS BARRIER CURB 8 NTS PERPENDICULAR CURB RAMP 7 NTS PARALLEL FLUSH PAN CURB RAMP 6 NTS CURB OPENING 5 NTS 2-FOOT CONCRETE VALLEY GUTTER 12 NTS ACCESSIBLE PARKING SYMBOL 11 NTS VAN ACCESSIBLE PARKING STALL 10 NTS DETAIL

PARKING
NO
C12
SMFG GENERAL NOTE:

NOT APPROVED FOR PRIVATE

UNDERGROUND FIRE SERVICE

A SEPARATE PLAN SUBMITTAL IS REQUIRED

FROM THE INSTALLING CONTRACTOR
ITEM 10.3. ATTACHMENT 2 Exhibit A to the Resolution

Page 1130 of 2762 ends

Scale:

File Name:

Date:

Drawn By:Project Mgr.:

No. Date Revision
of sheets
Sheet No.:

Seal
Sheet Title
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

SUN CENTER DRIVE

LANDSCAPE DEVELOPMENT PLANS
11201 SUN CENTER DRIVE

RANCHO CORDOVA, CALIFORNIA
1 2/10/22 PC Comments
JMA1/26/22
5 COVER SHEET

JMASCD CV
L0.1
Landscape Development PlansSUN CENTER DRIVE
rancho cordova, CALIFORNIA
11201 sun center drive
ITEM 10.3.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1131 of 2762 ends

X
X
X X
X
X
X
X

GOLD TAILINGS COURT SUN CENTER DRIVE
XX
X X
X
X
X
X
T
X

X X X X X X X X X X X
E
XX
X X
X
X
X
X

GOLD TAILINGS COURT SUN CENTER DRIVE
XX
X X
X
X
X
X
T
X

X X X X X X X X X X X
E
1 17.4
1"
6 16.0
1"
MV
2 10.7
1"

6.99 3
1"

3.50 7
1"

4.66 5
1"

3.00 8
1"
4 12.5
1"
25 50 10 20
MV
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
Scale:

File Name:

Date:

Drawn By:Project Mgr.:

No. Date Revision
of sheets
Sheet No.:

Seal
Sheet Title
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE
0' 40'
20' 80'

SUN CENTER DRIVE

LANDSCAPE DEVELOPMENT PLANS
11201 SUN CENTER DRIVE

RANCHO CORDOVA, CALIFORNIA
1 2/10/22 PC Comments
JMA1/26/22
5 IRRIGATION PLAN
JMA1"=20'-0"SCD IR
L1.1
"I HAVE COMPLIED WITH THE CRITERIA OF

THE ORDINANCE AND APPLIED THEM FORTHE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN"

SIGNATURE DATE
ITEM 10.3.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1132 of 2762 ends

X
X
X X
X
X
X
X

GOLD TAILINGS COURT SUN CENTER DRIVE
XX
X X
X
X
X
X
T
X

X X X X X X X X X X X
E
Scale:

File Name:

Date:

Drawn By:Project Mgr.:

No. Date Revision
of sheets
Sheet No.:

Seal
Sheet Title
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE
0' 40'
20' 80'

SUN CENTER DRIVE

LANDSCAPE DEVELOPMENT PLANS
11201 SUN CENTER DRIVE

RANCHO CORDOVA, CALIFORNIA
1 2/10/22 PC Comments
JMA1/26/22
5 PLANTING PLAN
JMA1"=20'-0"SCD PL
L2.1
"I HAVE COMPLIED WITH THE CRITERIA OF

THE ORDINANCE AND APPLIED THEM FORTHE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN"

SIGNATURE DATE
ITEM 10.3.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1133 of 2762 ends

IRRIGATION DETAILS

JMASCD IRDT
L3.1
5 1
2 1
2 4
5 6
4 6
3 3
7 7
Scale:

File Name:

Date:

Drawn By:Project Mgr.:

No. Date Revision
of sheets
Sheet No.:

Seal
Sheet Title
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

SUN CENTER DRIVE

LANDSCAPE DEVELOPMENT PLANS
11201 SUN CENTER DRIVE

RANCHO CORDOVA, CALIFORNIA
1 2/10/22 PC Comments
JMA1/26/22
5 ITEM 10.3.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1134 of 2762 ends

Scale:

File Name:

Date:

Drawn By:Project Mgr.:

No. Date Revision
of sheets
Sheet No.:

Seal
Sheet Title
JEFF AMBROSIA, ASLA C4057
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
(530) 885-0040
FAX (530) 885-0042
www.yamasaki-la.com

Y A M A S A K I

LANDSCAPE ARCHITECTURE

SUN CENTER DRIVE

LANDSCAPE DEVELOPMENT PLANS
11201 SUN CENTER DRIVE

RANCHO CORDOVA, CALIFORNIA
1 2/10/22 PC Comments
JMA1/26/22
5 landscape DETAILS &

MWELO CALCULATIONS

JMASCD PLDT
L3.2
ITEM 10.3.

ATTACHMENT 2
Exhibit A to the Resolution

Page 1135 of 2762 ends

ITEM 10.3. ATTACHMENT 2
Exhibit A to the Resolution

Page 1136 of 2762 ends

ITEM 10.3. ATTACHMENT 3
Sun Center Office and Warehouse Building Exhibit B to the Resolution

Page 1 of 18 ends

PLND-1221-0023 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring

1. The approved entitlement is for a Major Design Review Permit for the Sun Center Office and Warehouse Building as
described in the City Council staff report dated May 16, 2022 and attached Project Plans (Exhibit A) with conditions herein (Exhibit B), for project number PLND–1221-0023.

Project Description On-Going Planning

2. Applicant(s) agree to defend, indemnify and hold harmless with Counsel selected by the City of Rancho Cordova (“City”) and its agents, officers, consultants, and employees (“City’s Agents”) from any and all claims, actions, suits, or proceedings against the City or the City’s Agents to attack, set aside, void, or annul an approval by the City, or the City’s Agents
concerning the project (collectively “Claim”). The City shall promptly notify the Applicant of any Claim and the City shall cooperate fully in the defense. Nothing in this paragraph obligates the City to defend any Claim and the City is not required to pay or perform any settlement arising from any such Claim not defended by the City, unless the settlement is approved in writing by the City.

General On-Going Planning

3. Any future alteration to the buildings, change in use, intensification of the site, or modification to the parking and landscaped area must be reviewed by the City to ensure
compliance with all local, state, and federal regulations. Minor modifications that are found to be in substantial conformance with the approved plans such as colors, plant materials, or minor lot line adjustments, may be approved administratively.

Major modifications shall be approved by the applicable decision-making body.

General On-Going Planning

Please email the Finance Department at
[email protected] for the status of your account with the City.

General On-Going Planning

Page 1137 of 2762 ends

ITEM 10.3. ATTACHMENT 3
Sun Center Office and Warehouse Building Exhibit B to the Resolution

Page 2 of 18 ends

PLND-1221-0023 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring

5. The Permit is valid for a period of three (3) years from the date of City Council approval unless an extension is granted by the Community Development Director or substantial construction of the permitted use or project has commenced and is
diligently pursued to completion.

Expiration On-Going Planning

6. Noise sources associated with construction, repair,
remodeling, demolition, paving and/or grading of any real property must adhere to the development standards outlined within the City’s Noise Element, RCMC 6.68 and RCMC

16.18.1407(F).

Noise On-Going Code
Enforcement
/Building

7. In the event of the encounter of subsurface materials suspected to be of an archaeological or paleontological nature or if any human remains are found, all grading and/or
excavation shall cease, the find shall be left untouched, and the City Planning Department shall be immediately notified.

This requirement shall be noted on the Grading and Building Plans, prior to issuance of permits. A qualified professional archaeologist certified by the Register of Professional Archaeologists or paleontologist with a degree(s) in
paleontology or geology, to evaluate and make
recommendations as to disposition, mitigation and/or salvage.

The recommendation shall be implemented before work may proceed.

Construction On-Going Planning/
Building

8. A building permit is required for the proposed project. Please coordinate with the Building and Safety Division to obtain a building permit.

General On-Going Planning/
Building

9. The removal and replanting of landscape not listed on the approved plan set must be consistent with RCMC 23.716.080 through 23.716.090 and reviewed by the Planning Department prior to the removal. All landscape care, maintenance, and tree pruning must adhere to RCMC 23.716.100 through

23.716.110.

Landscaping On-Going Planning

10. Applicant shall be responsible for all damage to City streets associated with construction of the project and shall repair any damage as soon as possible.

Sidewalk Repair On-Going Public Works

Page 1138 of 2762 ends

ITEM 10.3. ATTACHMENT 3
Sun Center Office and Warehouse Building Exhibit B to the Resolution

Page 3 of 18 ends

PLND-1221-0023 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring

11. This project is located outside of SCWA’s service area.

However, it appears that this project is located within the boundary of the Golden State Water Company service area.

Please contact the service provider for any comments
regarding this project
Water Service On-Going Sacramento
County Water
Agency

12. SASD Design Standards and Specifications require minimum 6-inch lower laterals for commercial and industrial buildings.

Design Standards On-Going Sacramento
Area Sewer
District

13. Construction of a grease trap or a sand oil separator may be required. The Applicant must verify with the applicable jurisdiction’s building department.

Grease Trap / Sand
Oil Separator
On-Going Sacramento
Area Sewer
District

14. If any proposed garbage enclosure will contain a drain to the sewer, it must be covered.

Trash Enclosure On-Going Sacramento
Area Sewer
District

15. Any required construction and/or modification to the public sewer system must be to the satisfaction of SASD prior to the approval of improvement plans. SASD Design Standards and Specifications apply to any onsite and offsite public sewer construction.

Sewer System On-Going Sacramento
Area Sewer
District

16. SMUD has existing underground 12kV facilities along Sun Center Dr that will need to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of
California Public Utilities Commission General Order No. 128 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.

Existing
Underground Utilities
On-Going SMUD

17. SMUD has existing underground 12kV facilities along the northwest corner of the parcel that will need to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 128 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.

Existing
Underground Utilities
On-Going SMUD

Page 1139 of 2762 ends

ITEM 10.3. ATTACHMENT 3
Sun Center Office and Warehouse Building Exhibit B to the Resolution

Page 4 of 18 ends

PLND-1221-0023 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring

18. SMUD reserves the right to use any portion of its easements on or adjacent to the subject property that it reasonably needs and shall not be responsible for any damages to the
developed property within said easement that unreasonably interferes with those needs.

Easements On-Going SMUD

19. In the event the Applicant requires the relocation or removal of existing SMUD facilities on or adjacent to the subject property, the Applicant shall coordinate with SMUD. The Applicant shall be responsible for the cost of relocation or removal.

Relocation or
Removal
On-Going SMUD

20. Any necessary future SMUD facilities located on the Applicant’s property shall require a dedicated SMUD
easement. This will be determined prior to SMUD performing work on the Applicant’s property.

Future Facility On-Going SMUD

21. In the event the City requires an Irrevocable Offer of Dedication (IOD) for future roadway improvements, the
Applicant shall dedicate a 12.5-foot public utility easement (PUE) for overhead and/or underground facilities and
appurtenances adjacent to the City’s IOD.

Irrevocable Offer of
Dedication
On-Going SMUD
Prior to Approval of Improvement Plans

22. Show the design for a fire access roadway of not less than 20- feet of unobstructed width, 13-feet, 6-inches of vertical clearance, and turning radii of 25 feet inside and 50 feet outside dimension on the improvement plans. The access
roadway shall extend to within 150 feet of all portions of the exterior walls of the first story of any proposed building. The use of turf-block or grass-crete or similar alternate road surfaces is not approved for installation in fire apparatus access roadways.

Fire Access
Roadway
Prior to Approval of
Improvement Plans
Sacramento
Metropolitan Fire
Department

23. Show the design for an approved fire apparatus turnaround.

The fire apparatus turnaround shall conform to Sacramento Metro Fire Districts, Fire Prevention Standard #3. The fire access turn-around shall be located within 50 feet of the end of the access roadway.

Fire Access Prior to Approval of
Improvement Plans
Sacramento
Metropolitan Fire
Department

24. Show on the plan how Fire Lanes will be marked. Fire Lane identification shall be provided along the required fire access Fire Lanes Prior to Approval of
Improvement Plans
Sacramento
Metropolitan Fire

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ITEM 10.3. ATTACHMENT 3
Sun Center Office and Warehouse Building Exhibit B to the Resolution

Page 5 of 18 ends

PLND-1221-0023 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
roadway. Fire Lane identification shall be in accordance with the Sacramento Metro Fire Districts Fire Prevention Standard #3 and the California Vehicle Code. Vehicle parking is
prohibited on any street less than 28 feet in width. Vehicle parking is permitted on both sides of streets 36 feet or more in width. Roadway widths shall be measured between the gutterline or edge of pavement on opposite sides of the road.

Identification of fire apparatus access roadways may be required on private roads.

Department

25. Provide a note on the plan that reads, “Fire apparatus access roads shall be designed and maintained to support the
imposed live load of 80,000 pounds, with a maximum axle load of 31,000 pounds, and meet Public Works Standards for
roadways. A report, prepared by a registered geotechnical engineer, verifying the ability of the road to bear the required minimum weight, shall be submitted with any plan indicating construction of roadway. Verification of constructed roadway shall be provided by a registered geotechnical engineer prior to final of the project.”
Fire Apparatus
Access
Prior to Approval of
Improvement Plans
Sacramento
Metropolitan Fire
Department

26. Show the location of the required fire hydrants for this project on the improvement plans. Approved fire hydrants capable of providing the required fire flow for the protection of any and all structures shall be located along the fire apparatus access roadway. The required fire hydrants shall be installed and operational prior to any construction or on-site storage of combustible materials. The minimum required fire flow for the protection of commercial developments is 1,500 gallons per minute (gpm) at a pressure of 20 pounds per square inch (psi) for a two-hour duration.

Fire Hydrants Prior to Approval of
Improvement Plans
Sacramento
Metropolitan Fire
Department

27. All storm drain facilities within private lots shall be privately maintained and shall be clearly labeled as “private” in the improvement plans.

Storm Drainage Prior to Approval of
Improvement Plans
Public Works

28. Drainage Study: Applicant shall prepare and submit a project specific drainage study that includes but is not limited to: a pre- and post-project drainage analysis of the project impacts, Drainage Study Prior to Approval of
Improvement Plans
Public Works

Page 1141 of 2762 ends

ITEM 10.3. ATTACHMENT 3
Sun Center Office and Warehouse Building Exhibit B to the Resolution

Page 6 of 18 ends

PLND-1221-0023 May 16, 2022
Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
identification of offsite project impacts or required offsite improvements, and identification of proposed connections to the City’s Storm Drainage System with adequate supporting calculations. The drainage study shall conform to the
requirements of the Sacramento City/County Drainage Manual (Volume 2), County of Sacramento Improvement Standards
(Section 9), and all other applicable City standards. The drainage study must be developed and stamped by a
Professional Engineer and determined by the City to be
accurate and adequate.

29. Stormwater Quality- Post Construction
The improvement plans shall incorporate all applicable post construction stormwater quality measures; including source control, waste management areas) and low impact
development measures into the site improvement plans in conformance with the most recent version of the Stormwater Quality Design Manual for the Sacramento Region. The
applicant shall prepare and submit a Post-Construction
Stormwater Quality Control Plan that includes details and sizing calculations of all the proposed post construction stormwater quality measures. In addition, a maintenance covenant is required for all proposed post construction stormwater quality measures, as detailed in Appendix B of the Stormwater Quality Design Manual for the Sacramento
Region.

Stormwater Prior to Approval of
Improvement Plans
Public Works

30. Stormwater Quality– During Construction:

SWPPP – the applicant shall prepare a Storm Water Pollution Prevention Plan (SWPPP) to be executed through all phases of grading and project construction. The SWPPP shall
incorporate Best Management Practices (BMPs) to ensure that potential water quality impacts during construction phases are minimized. These measures shall be consistent with the City’s Improvement Standards and Land Grading and Erosion
Control Ordinance. During construction, the applicant shall implement BMPs in accordance with the SWPPP and the
Stormwater Quality Prior to Approval of
Improvement Plans
Public Works

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Rancho Cordova City CouncilMay 16, 2022

Rancho Cordova City Council
May 16, 2022