Agenda packet — Roseville City Council, August 16, 2023 (part 3 of 5)

For the award of the “Project”, the City and the Resident Engineer will provide inspection on an eight-hour (8) day and a forty-hour (40) week (Monday through Friday) basis only. The Contractor must reimburse the City at a rate of $175 per hour and the Resident Engineer at $225 per hour for all inspection in excess of those hours listed above, including designated holidays and weekends. Requests for authorization to perform work outside the hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, must be made in writing at least 48 hours in advance.

Attention is directed to Section 7-1.03,” Public Convenience” of the State Standard Specifications concerning project working hours.

The Contractor shall provide a competent person during normal working hours to assist the Engineer, when required, in checking the Contractor’s layout and for measuring quantities for payment purposes.

The Contractor shall cooperate with the Engineer so that checking and measuring may be accomplished with the least interference to the Contractor’s operations.

Replace the 2nd paragraph in section 5-1.02 with:

Any discrepancies or omissions found in the Contract Documents must be reported to the Engineer immediately. The Engineer will clarify discrepancies or omissions, in writing, within a reasonable time.

In resolving inconsistencies among two or more sections of the Contract Documents, precedence is given in the following order:

1. Notice to Contractors

2. Special Provisions

3. Project Drawings

4. City of Roseville Standard Construction Specifications (Latest Editions)

5. City of Roseville Design and Construction Standards and Amendments (Latest Editions)

6. City of Roseville Parks Construction Standards (Latest Edition)

7. 2015 Revised Standard Specifications

8. 2015 Caltrans Standard Specifications

9. 2015 State Revised Standard Plans

10. 2015 State Standard Plans

11. Supplemental Project Information
Addenda take precedence over all sections referenced therein. Figure dimensions on Drawings take precedence over scale dimensions. Detailed Drawings take precedence over general Drawings.

Replace section 5-1.05 with:
5-1.05 ORDER OF WORK
Prior to beginning work, the boundaries of the Environmentally Sensitive Areas (ESA) must be clearly delineated in the field. The boundaries must be delineated by the installation of temporary high-visibility fence.

Prior to mobilization, the Contractor must contact Underground Service Alert (U.S.A.).

Attention is directed to "Water Pollution Control" of the State Standard Specifications regarding the submittal and approval of the Contractor prepared Stormwater Pollution Prevention Plan, prior to performing work having potential to cause water pollution.

The Contractor must also prepare a traffic control plan that conforms to Section 12, “Construction Area Traffic Control Devices” of the City of Roseville Construction Standards, the California MUTCD and as described within these Special Provisions prior to construction. The traffic control plan must be approved by the City of Roseville Public Works Traffic Section and follow the sequence reflected on the traffic handling plans.

Attention is directed to "Progress Schedule" of these special provisions regarding the submittal of a general time-scaled logic diagram within 10 days after approval of the contract.

The first order of work shall be to place the order for long lead time materials and equipment including electrical materials that will be furnished by the Contractor for this project. The Contractor must place the order within 15 working days after the Notice to Proceed and after approval of the submittal. Should the City have to supply the Contractor with material and/or equipment to do the work, the Contractor will be charged accordingly per agreed upon cost. Contractor is responsible for providing all materials and shall not rely on the City for any materials other than what is explicitly described and stated in the contract documents. The Contractor must furnish the Engineer with a statement from the equipment vendor(s) that the order for said equipment has been received and accepted by said vendor(s). Said statement must include an anticipated date of delivery of said equipment to the Contractor. Said statement must be furnished to the Engineer within 15 calendar days of the Contractor's receipt of the Notice to Proceed.

Signal and lighting equipment must be completed by the end of the Contract. The Contractor must pay liquidated damages per the Special Provisions of this document if the installation of signal and lighting cannot be completed within the above time frame.

Where improvements are immediately adjacent to property owners with landscaped or irrigated areas, Contractor must coordinate with the property owner to confirm the irrigation system to confirm irrigation system is not in conflict with, or has been relocated outside, the project improvements, and is in good working condition. Any damage to the existing irrigation by the Contractor must be repaired by the Contractor at the Contractor’s cost.

The Contractor must coordinate with the Parks Construction Inspector prior to disturbing the existing landscape and irrigation owned by the City. The Contractor must field verify the locations of existing irrigation systems prior to construction activities. All new components and landscaping must be per the latest version of the Parks Standards. No disruption of the existing irrigation watering system will be allowed during construction. All adjacent systems must maintain automatic programmed watering schedules throughout the construction. The Contractor is responsible for repairing or replacing and adjusting any portions of the existing irrigation systems impacted during construction of the improvements of this Contract. Existing sod and shrubs areas impacted by construction activities must be per the latest version of the Parks Standards. Time is of the essence on this contract, and the order of all other work must be such as to assure the completion of the project within the allotted working days as described herein while complying with the requirements set forth in the plans, specifications and contract document.

Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.

The Contractor shall provide a sequence of work for the tie-in to the 36” transmission water main and submit to the Engineer for review and approval.

The following is the construction sequence for the 36”x36”x16” cut-in-tee well site connection. All work shall be done per the contract documents.

1. Contractor shall pothole the existing 36” bar wrapped concrete cylinder pipe at the tie in location and confirm that the tie-in point is located in between the pipe joints. a. If the tie-in location is located on a joint, the contractor must notify the City and the tie-in point shall be moved so that it is located midway between 2 existing pipe joints.

2. Dewatering of the existing water main shall be completed prior to pipe removal per the City of Roseville Construction Standards. The contractor shall work with the City to isolate the pipe section be worked on. The contractor shall provide sufficient pumps, hoses, fittings, and equipment to direct water to an established point of discharge. The discharge point shall be an improved drainage structure capable of accepting the flow without damaging existing improvements or creating a public hazard. Discharging in or adjacent to public streets shall be scheduled during periods of low traffic volume. Discharge shall be in compliance with all Federal, State and local stormwater discharge requirements, including dichlorination.

3. Contractor shall demolish 40 feet of the existing pipe segment, between existing joint to existing joint.

4. Contractor shall install the welded steel pipe (WSP) spools at the ends of the exposed existing pipe.

5. Contractor shall install the 36”x36”x16” CML&C WSP tee and connect to the new spools with butt-straps per the contract plans.

6. Contractor shall install handholes as necessary to apply mortar lining on the interior joints and any other missing or damaged cement mortar lining in the vicinity of the spools and tee.

7. Contractor shall repair any missing or damaged exterior pipe coatings.

The Contractor shall follow the above sequence and any deviations shall be submitted to the Engineer for review and approval prior to performing any work.

Following the completion of the work, the Contractor must provide the City with a copy of the record asbuilt drawings.

Add to the end of section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract. The Contractor shall coordinate his work with that of others, including utility companies, and, other local agencies to prevent delays.

It is understood and agreed that the Contractor has considered in his or her bid all of the permanent and temporary utility appurtenances in their present and/or relocated positions as shown on the plans or as described in the specifications, and that no additional compensation will be allowed for any delays, inconvenience, or damages sustained due to any interference from said appurtenances or the operation of moving them. In addition, the Contractor shall not be allowed any additional compensation for delays of inconvenience sustained by the Contractor due to the City not having City-supplied equipment ready for pick-up. In such a case, the City may increase the number of working days for the contract.

Five days prior to beginning work, the Contractor shall provide to the Engineer, in writing, the name and telephone number of a representative who is directly involved with this project, and under the supervision of the Contractor. The Contractor’s representative may be contacted by City staff during non-working hours including nights, weekends and holidays in the case of any public inconvenience and/or emergency relating to the Contractor’s operations. The Contractor representative shall not be replaced by another company employee for the duration of the project without a written explanation from the Contractor which has been approved by the Engineer. Should a new representative be used, he/she shall be knowledgeable of the project, the events, and/or revisions that may be occurring.

Add to section 5-1.20B(1):

The Contractor shall obtain a business license from the City of Roseville prior to performing the work.

The Contractor may use water from City of Roseville fire hydrants provided that the required permits are obtained and the Contractor has paid the associated fees. The contractor shall supply the Engineer with a copy of the required permits.

More information regarding hydrant permits can be found by following the link below:
https://www.roseville.ca.us/government/departments/environmental_utilities/at_your_service/water_suppl y/hydrant_permits
The contractor shall obtain and comply with all necessary permits, licenses, agreements, and certifications including but not limited to Caltrans and local agency encroachment permits.

Add to section 5-1.20B(4)
The Contractor is responsible for making arrangements to stock-pile and store equipment outside the public right of way as work is performed. Personal vehicles of the Contractor's employees shall not be parked on the traveled way, shoulders, or private property, including any section closed to public traffic.

The Contractor shall secure easements at their own expense for any areas required for plant sites, storage of equipment or materials, or for any other purposes. Before occupying any easement area, the Contractor shall provide the Engineer a written statement from each property owner verifying easement acquisition.

Staging areas located on private property shall be restricted to properties where the property owner has given written authorization to the Contractor for use of said property. The Contractor shall submit, at the preconstruction conference, documentation of the written authorization from the property owner(s). Prior to final acceptance of the project, the Contractor shall provide the Engineer a written statement of release from each property owner that granted an easement for the Contractor’s operations.

Replace section 5-1.26 with:
5-1.26 CONSTRUCTION SURVEYS
The Contractor shall be responsible to provide all surveys to control the lines, elevations and dimensions of the work in conformance with the plans. Any deviation from the lines, elevations and dimensions shown on the plans must receive prior approval from the Engineer. Where new construction connects to existing facilities, the Contractor shall check and establish the exact location prior to construction of the facility.

The Contractor shall be responsible for the accuracy of his/her own layout work and shall be responsible and liable for the preservation of all established lines, grades and layout points. Stakes damaged or destroyed by the public, or operations of the Contractor, will be replaced at the Contractor’s expense.

Add to section 5-1.32 of the Revised Standard Specifications:

The contractor shall submit a haul route.

The haul route must be utilized by all construction traffic. Any observed deviation from this route shall result in damages in the amount of $1000 per occurrence.

Add to section 5-1.36 of the Revised Standard Specifications:

The Contractor shall notify Underground Service Alert (USA) at (800) 642-2444 at least 72 hours in advance of beginning work on the project. The Contractor is cautioned that there are underground and overhead utility facilities within the work area including telephone, electrical, cable television, gas, water and sanitary sewer transmission facilities, fiberoptic, traffic, and storm drainage collection facilities.

The scope of this project is not anticipated to interfere with existing underground or overhead utilities other than to raise manhole and valve covers to grade as necessary. However, the Contractor shall take notice of existing underground utilities and trench lines as improvements will be installed adjacent or in close proximity to existing underground utilities including gas, electrical and cable so as to exercise caution in not damaging or harm to these facilities. The Contractor shall use extreme caution when excavating, raising manholes, and paving in the vicinity of such facilities.

The Contractor shall visit the site of the proposed work and determine the quantity and location of the manholes, valve covers and utility appurtenances to be encountered in the proposed work area and adjust his/her bid accordingly. Damage to such utilities resulting from the Contractor's operations to complete the project shall be repaired at the Contractor's expense.

Where possible conflicts exist, the Contractor shall verify the grade and location of existing underground utilities by careful hand digging prior to beginning work. In the event the Contractor discovers existing utilities within the limits of the excavation, the Contractor shall immediately notify the Engineer and the affected utility owner by the most reasonable expeditious method and later confirm in writing. All required relocation of existing facilities that interfere with the work shall be made by the owning agencies.

All existing utilities are to remain in service during construction. The Contractor shall be required to work around existing utility poles that will remain in the curb or sidewalk. The Contractor shall also be required to work around existing utility poles that are not within the actual pavement sections. Minor changes in alignment of slopes shall be made to avoid direct conflict that will interfere with the intended purpose of the facility.

Add to Section 5-1.36E of the Revised Standard Specifications:

Within the project limits, there are various types of survey monuments including monuments within wells/boxes and unprotected monuments within the existing asphalt.

Prior to the start of work, the contractor shall coordinate with a City contracted surveyor while they mark all monuments within the project with paint. The contractor shall protect all monuments in place. The City may conduct a post construction survey to determine if a monument has been disturbed, obliterated, or otherwise obscured during construction. The Contractor shall be responsible for all costs to re-establish the survey monuments that disturbed, obliterated, or otherwise obscured during construction to the latest City Standards or as directed by the Engineer.

Add section 5-1.36F:

It shall be the responsibility of the Contractor to protect existing roadway facilities (including but not limited to culverts, manholes, monuments, railings, signs, traffic signal detectors, and other roadway appurtenances). Facilities damaged due to the Contractor's operations shall be repaired or replaced, as directed by the Engineer, at the Contractor's expense.

In the event that a sign is knocked down or street maintenance type work is required in the City of Roseville, the Contractor shall immediately call Street Maintenance at (916) 774-5790 during business hours or (916) 847-1611 during non-business hours so a repair crew can be dispatched. If traffic signal detector facilities, signal or lighting facilities are cut or damaged during construction, Traffic Signal Maintenance shall be immediately contacted at (916) 774-5339 during business hours or at (800) 745- 8894 during non-business hours. Traffic signal detector loops shall be replaced within 24 hours; Traffic signal wiring shall be repaired immediately.
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6 CONTROL OF MATERIALS
Add to section 6-1.03 of the RSS:
6-1.03B Submittals
6-1.03B(1) Work Plan
For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).

2. Land use history of the local material location and surrounding property

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

8. Name and address of the analytical laboratory that will perform the chemical analyses

9. Analyses that will be performed for lead and pH

10. Other analyses that will be performed for possible hazardous constituents based on:

10.1. Source property history

10.2. Land use adjacent to source property

10.3. Constituents of concern in the ground water basin where the job site is located The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.

If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.
6-1.03B(2) Analytical Test Results
At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.

2. Chain of custody of samples

3. Analytical results no older than 1 year

4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit

5. Comparison of sample results to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location

6-1.03C Local Material Management

6-1.03C Local Material Management
Add to section 6-2.02A:

Material testing for this project will be provided by the Contractor as set forth in section 6 of the State Standard Specifications and the most current City of Roseville’s Quality Assurance Program. The Contractor shall perform all testing to verify compliance with the Specifications of any and all materials furnished by the Contractor. The Contractor shall submit and receive the Engineer’s approval of all compliance test results prior to incorporating materials into the project. The Contractor may elect to place material without the approved certificates of compliance and mix designs at Contractor’s own risk. The Contractor shall notify the Engineer in writing to get the approval of placement of material without approved certificates of compliance and mix design, and $10,000 will be withheld from the Contractor’s progress payment for each certificate of compliance and mix design until the certificate of compliances and mix designs are submitted and approved.

Samples, certificates of compliance, lists of materials and material sources, access to facilities, requests for testing and all other data relating to material testing shall conform to section 6 of the State Standard Specifications, “Control of Materials.” Contractor shall provide the Engineer with 5 working days’ notice of the need for material testing.

Payment for Material Testing shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in material testing and payment included in the various items of work and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Replace Reserved in the RSS for section 7-1.02K(6)(j)(iii) with:

Section 7-1.02K(6)(j)(iii) includes specifications for handling, removing, and disposing of unregulated earth material containing lead. Management of this material exposes workers to health hazards that must be addressed in your lead compliance plan. This material contains average lead concentrations below 80 mg/kg total lead and below 5 mg/L soluble lead and is not regulated by DTSC as a hazardous substance or a hazardous waste. This material does not require disposal at a permitted landfill or solid waste disposal facility. The RWQCB has jurisdiction over reuse of this material at locations outside the job site limits.

Add to section 7-1.03:

The Contractor shall immediately remove all debris and excess material on gutters, sidewalks, driveways, and planter areas that was tracked or sprayed by equipment or personnel under the Contractor’s control.

Add to section 7-1.04:

The Contractor shall cooperate with and notify the local police and fire departments, refuse, ambulance services, transit, hospitals, and Public Works Street Division of proposed construction operations 5 days before work is to begin.

The Contractor shall be responsible to notify and coordinate their schedule with schools that may be in or adjacent to the projects area.
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8 PROSECUTION AND PROGRESS
Add to section 8-1.01:

The Contractor shall prepare a Traffic Control Plan that conforms to section 12, “Temporary Traffic Control.”
The work shall be performed in conformance with the stages of construction and follow the sequence reflected on the traffic handling plans which can be used as a guide for the development of the traffic control plan prepared and implemented by the Contractor. Traffic Control that does not conflict with work in subsequent traffic control phases may proceed concurrently with work in preceding phases on single roadway segment.

The sequence of work as reflected on the traffic handling plans:

1. Construct inside road widening between Woodcreek Oaks and Foothills

2. Install landscaping and new trees within median

3. Construct outside widening at Foothills

4. Modify traffic signals

5. Micro-surfacing

6. Permanent striping
After micro-surfacing the roadway, and before the roadway is opened for use by the public, the Contractor shall place temporary pavement delineation.

Permanent pavement delineation shall be installed no earlier than 7 calendar days and no later than 14 calendar days after the microsurfacing.

Add to section 8-1.02 with:

Attention is directed to the provisions in Section 8-1.02, "Schedule" of the Standard Specifications and these special provisions.

In addition to Section 8-1.02, "Schedule," of the State Standard Specifications, the Contractor shall submit a draft progress schedule to the Engineer at the pre-construction meeting, final work progress schedule 10 days prior to work commencement of work, and within 5 working days of the Engineers written request at any other time. The progress schedule shall state the location of work with stationing, the anticipated begin and completion dates and the type of construction operation anticipated for the locations of work with stations. Work that exceeds the stated completion date shall be understood as being out of conformance with the progress schedule and these Special Provisions.

The progress schedule shall clearly show the sequence and interdependence of construction activities and shall list specifically activities for obtaining, delivering, installing and completing of each major piece of equipment, materials and other supplies.

The construction schedule shall:

1. Be a calendar-time scaled network diagram.

2. Include time for the Engineer to review submittals or inspect the work.

3. Identify the activities, which constitute the controlling operation or critical path.

At the discretion of the Engineer, the Contractor shall attend a meeting one day per week for the duration of the project to discuss the project's schedule and construction issues with the City. Meetings will be held at a location to be determined at a later date by the City.

Once each month, or as deemed necessary by the Engineer, the Contractor shall submit a revised progress schedule and participate with the Engineer in a schedule review to update activity progress.

Strict conformance to the progress schedule shall be maintained and revisions to the progress schedule may be allowed only upon written approval by the Engineer.

Scheduling of change orders or extra work orders is the responsibility of the Contractor. The Contractor shall revise the schedule to incorporate all activities involved in completing the change orders or extra work order and submit it to the Engineer for review and approval. With the concurrence of the Engineer, change or extra work orders of a magnitude less than $500 do not need to be scheduled, unless the order affects the project schedule or outside parties.

If the Engineer finds the Contractor is entitled to an extension of any completion date under the provisions of the contract the Engineer’s determination of the total number of days extension will be based upon the current analysis of the schedule and upon data relevant to the extension.

The Contractor acknowledges and agrees that delays to non-critical activities (those with float) will not be the basis for a time extension. Non-critical activities are those activities which, when delayed, do not affect the contract completion date. All float time will jointly belong to the City and Contractor.

Payment for work under this section shall be deemed included in other contract items, and no additional compensation shall be allowed therefor.

Replace section 8-1.03 with:
8-1.03 PRECONSTRUCTION CONFERENCE
Prior to the start of construction, a preconstruction conference will be called by the Engineer for the purpose of discussing with the Contractor the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to be used, traffic control plan and devices, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. The Contractor's representation at this conference shall include all major superintendents for the work and may include major Subcontractors and material suppliers.

The Contractor shall be responsible to coordinate utility relocations within the project area. Coordination of utilities within the project limits, including adjustments of surface features, relocations and maintenance of existing facilities and additions thereto, shall be confirmed in writing by utility representatives and the Contractor at this conference or within 5 working days thereafter.

Add to section 8-1.04:The Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed.

This work shall be diligently prosecuted to completion before the expiration of XX Working Days beginning no later than the fifteenth calendar day after the date shown on the Notice to Proceed.

Notify the Engineer in writing that all work has been completed. The Engineer will create a punch list of items to be addressed prior to acceptance. Complete all punch list items within the contract working Add to section 8-1.10A:

The City specifies liquidated damages (Pub Cont Code § 10226). Liquidated damages, if any, accrue starting on the 1st day after the expiration of the working days through the day of Contract acceptance except as specified in sections 8-1.10B and 8-1.10C.

The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance.

Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.

Add to section 8-1.10B:

The Contractor shall stop overlay work 2 hours prior to the last scheduled working hour for the roadway.

The Contractor shall pay to the City liquidated damages of $1,000 per hour for each hour, or portion of an hour, that work is performed beyond 2 hours prior to the last scheduled working hours.

The roadway shall be fully opened to traffic by the end of the roadways last working hour. The Contractor shall pay to the City liquidated damages of $1,000 per hour for each hour, or portion of an hour, after the last working hour is exceeded and that a traveled lane remains closed due to the Contractor’s operations.

After the working hours of the roadways are exceeded by 1 hour of the last working hour, the Contractor shall pay to the City liquidated damages of $2,000 per hour for each hour, or, portion of an hour, that a traveled lane remains closed due to the Contractor’s operations.

For other failures to complete work within a specified time, unless otherwise specified herein, the Contractor shall pay to the City liquated damages of $2,000 per hour for each hour, or, portion of an hour, that the work remains incomplete.

Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.

Add to section 8-1.10C with:

The Contractor shall pay to the City liquidated damages of $1,000 per day for each day, or portion of a day, should the work schedule not be met as outlined in section 8-1.02, “Schedule” of these Special Provisions. The Contractor shall pay to the City liquidated damages of $600 per day for each day, or portion of a day, that a street is not swept as outlined in sections 37-2.03I and 37-3.03C(8), “Sweeping” of these Special Provisions.

For other failures to complete work by a specified time, unless otherwise specified herein, the Contractor shall pay to the City liquated damages of $2,000 per hour for each hour, or, portion of an hour, that the work remains incomplete.

Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.

Add to section 8-1.13:

The Contractor is responsible for all material and/or equipment necessary to perform the project as specified. Should the City have to supply the Contractor with time, material, or equipment to complete work beyond that which is specified herein, the Contractor shall be billed accordingly. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
9 PAYMENT
Add to section 9-1.02A:

Payment for all work bid at a price per unit of measurement will be based upon actual quantities of work as measured upon completion. The City does not expressly or by implication agree that the actual amount of work or materials of any class will correspond to the estimated quantities given in the proposal.

The Contractor shall make no claim for anticipated profits, or loss of profit, for damages, or for any extra payment whatever because of any difference between the amount of work actually done or materials furnished and the estimated amount.

The percentage paid for “Traffic Control System” and “Placement and Maintenance of BMPs” bid items on each progress payment shall be based on percentage of actual work completed excluding those items not to exceed 100%.

Add to section 9-1.16A:

The Contractor shall submit all requests for progress payments using the forms included in Appendix A:

Form CC1: Progress Payment Request - This form is to be completed and signed by the Contractor and attached as a cover sheet to its request for payment. This will be mandatory on all contract requests.

Form CC2: Progress Payment Request – Detail - This form may be used by the Contractor to provide the detail required to verify payment quantities. (City will accept the Contractor’s standard form if it provides the required information).

Form CC3: Quantity Change Verification Form - This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the contract, the City will issue a “Balancing Change Order” incorporating all quantity increases and decreases in the contract items of work.

Replace Reserved in section 9-1.17A with:

The Contractor shall submit: Form CC4: Final Release Form - This form must accompany all requests for final payment (see Appendix A).
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DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add to the end of section 10-1.02B:

Install loop detectors in the uppermost layer of the new pavement overlay in between upper lifts.

Add to the end of section 10-1.02C(2):

Protect any irrigation component to be relocated before performing any other construction activity in the area.

Add to the beginning of section 10-1.02E:

Construct the new pavement structure adjacent to the existing traveled way by successively excavating, preparing subgrade, placing base materials, and paving. Perform these activities concurrently after you start paving. Excavation within 8 feet of the existing traveled way must not precede the paving operation by more than 2 working days unless:

1. Authorized

2. Material is placed and compacted against the vertical cuts within 8 feet of the existing traveled way.

During excavation, you may use native material for this purpose except you must use structural material once you start placing the pavement structure. Place the material to the top of the existing pavement and taper at a slope of 4:1 (horizontal:vertical) or flatter to the bottom of the excavation. Do not use treated base for the taper.
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12 TEMPORARY TRAFFIC CONTROL
Replace section 12-1.04 with:

The cost of furnishing all flaggers, including transporting flaggers, to provide for the passage of public traffic through the work under the provisions in "Public Convenience" and "Public Safety" is to be included in the contract lump sum price paid for Traffic Control System.

Replace section 12-3.01D with:

Full compensation for providing temporary traffic control devices will be paid as traffic control system.

Replace Not Used in section 12-3.11B(5)(a) of the RSS for section 12 with:

Add to the beginning of section 12-3.32C:

PCMSs must be placed on Pleasant Grove Boulevard, Woodcreek Oaks, and Foothills Blvd, at least 14 calendar days in advance of work activities that may impact traffic or pedestrian traffic at specified locations by the Engineer including in the north and southbound direction on Woodcreek Oaks and Foothills, in the eastbound direction on Pleasant Grove west of Woodcreek Oaks, in the westbound direction on Pleasant Grove east of Washington and east of Roseville Parkway, and other locations as specified by the Engineer. Contractor shall furnish and install a minimum of 10 PCMS’s at locations designated by the Engineer. Contractor must obtain approval from the Engineeer regarding the need for the installation and removal of the PCMSs.

1. Stationary lane closure

4. Shoulder closure

5. Speed reduction zone
Add between the 9th and 10th paragraphs of section 12-3.32C:

Portable Changeable Message Signs (PCMSs) shall be paid for as a lump sum item. Payment for PCMSs shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing PCMSs, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Replace section 12-4.02C(12) of the RSS for section 12 with:
12-4.02C(12) Construction Work Zone Speed Limit Reduction 12-4.02C(12)(a) General
Section 12-4.02C(12) includes specifications for providing, installing, maintaining, and removing traffic control devices for reducing the speed limit for the construction work zones.

Speed limit reduction is limited to 10 mph from the posted speed limit in construction work zones unless a greater speed limit reduction is specified. Construction work zone speed limit reduction can either be required when construction activities are active in a closure as a temporary condition or 24 hours a day, 7 days a week based on the roadway conditions when specified.

Speed limit reduction for Pleasant Grove Blvd is to be reduced from 45 mph to 35 mph. Place traffic control devices as shown for multiple speed limit reduction steps within traffic control system. Speed limits can be stepped down in 5 or 10 mph increments.

Temporary construction work zone speed limit reduction is required for lane closures when construction activities require workers to be present within the lane closures. Construction work zone speed limit reduction is not required for short duration closures of 1 hour or less or when the length of lane closure is 1/2 mile or less.

Construction work zone speed limit reduction is required 24 hours a day, 7 days a week when construction activities affect the roadway around the clock 24 hours a day, 7 days a week as shown on the traffic handling plans.
12-4.02C(12)(b) Materials
For construction work zone speed limit reduction for 24 hours a day, 7 days a week, construction area signs must comply with the requirements for stationary-mounted signs in section 12-3.11. When the duration of construction work zone speed limit reduction for 24 hours a day, 7 days a week is 7 days or less, you may use portable signs that comply with the requirements for portable signs in section 12-3.11.

For temporary construction work zone speed limit reduction, signs must comply with the requirements for portable signs in section 12-3.11.

The PCMS must comply with section 12-3.32.
12-4.02C(12)(c) Construction
Advise motorists of construction work zone speed limit reductions starting 14 days in advance of implementing the speed limit reduction using a PCMS displaying the alternating messages Reduced Speed and Starting XX/XX/XX (Date).

When construction work zone speed limit reduction is in effect, the PCMS message must be XX ZONE AHEAD and WILL BE ENFORCED. Mount a 48-by-48-inch W3-5 XX "SPEED LIMIT" ahead symbol sign on the PCMS trailer.

Cover all existing speed limit signs while the construction work zone speed limit reduction is in effect.

Remove covers when construction work zone speed limit reduction is no longer in effect. For construction work zone speed limit reduction for 24 hours a day, 7 days a week, you may remove the existing speed limit signs and replace the signs when the construction activities that required the 24 hours a day, 7 days a week speed limit reduction are completed.
12-4.02C(12)(d) Payment
For construction work zone speed limit reduction only during lane closures, signs are included in the bid item for traffic control system, PCMS is paid for as portable changeable message sign, and portable radar speed feedback sign is paid for as portable radar speed feedback sign systems. Covering and uncovering existing speed limit signs for each lane closure are included in the price paid for traffic control system.

Traffic Control System shall be paid for as a lump sum item. Payment for Traffic Control System shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in preparing and obtaining approval a traffic control plan, implementing and maintaining traffic control, as shown on the State Standard Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
13 WATER POLLUTION CONTROL
Add to the end of section 13-3.01A:

This project's risk level is 2
Add between the 4th and 5th paragraphs of section 13-3.01C(2)(a):

The following RWQCBs will review the authorized SWPPP:

1. Central Valley Regional Water Quality Control Board
Add to the list in the 2nd paragraph of section 13-3.01C(2)(a):

Add to the list in the 7th paragraph of section 13-3.01C(2)(a):

7. Replace the paragraphs in section 13-3.01D(2) with:

Discharges of stormwater from the job site must comply with the permit issued by the Central Valley RWQCB for National Pollutant Discharge Elimination System (NPDES) Permit ___, Permit No. ___. The Central Valley RWQCB permit governs stormwater and nonstormwater discharges resulting from construction activities at the job site. The Central Valley RWQCB permit may be viewed at _____.

Full compensation for conforming to all requirements specified in section 13, “Water Pollution Control” including the temporary concrete washouts and temporary construction entrances shall be considered as included in the contract lump sum price paid for “Placement and Maintenance of BMPS.” ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
14 ENVIRONMENTAL STEWARDSHIP
Add to the end of section 14-1.02:

An ESA exists on this project.

Before starting job site activities, install temporary high visibility fencing to protect the ESA and mark its boundaries.

Limited access to the ESA is allowed for certified biologist. Notify the Engineer 5 business days or less before the planned entry date. Any other access to the ESA is prohibited.

Temporary High Visibility Fence shall be measured per linear foot. Payment for Temporary High Visibility Fence shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved installing temporary high visibility fence, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed.

Replace the 2nd paragraph of section 14-8.02 with:

Noise from job site activities must not exceed 86 dBA Lmax at 50 feet from the job site from _____ p.m. to _____ a.m., except the following activities may exceed this noise restriction during the hours and on the days shown in the following table:

Noise Restriction Exceptions
Activity Hours Days
From To From Through
Do not operate construction equipment or run equipment engines from 7:00 p.m. to 7:00 a.m. or on Sundays at the job site except to:

1. Service traffic-control facilities

2. Service construction equipment
Add to section 14-8.02:

Mitigation Measures Incorporated into the Project
The Contractor is hereby notified and to fully consider and account for the mitigation measures to be implemented and monitored by City staff or designated City representative. The mitigation measures are to be incorporated into the master schedule by the Contractor and allow City staff or designated City representative full access at all times to implement and monitor the following mitigation measures:

Biological Resources
BIO-1: Construct the Project during the Nonbreeding Season or Conduct Pre-Construction Surveys for Nesting Migratory Birds and Raptors
To the extent feasible, the Contractor will remove trees and large shrubs during the nonbreeding season for migratory birds and raptors (generally between September 1 and February 28).

If construction activities (including vegetation removal) cannot be confined to the nonbreeding season, the City will retain a qualified wildlife biologist with knowledge of the relevant species to conduct nesting surveys before the start of construction. The migratory bird and raptor nesting surveys will include a minimum of two separate surveys to look for active migratory bird and raptor nests. Surveys will include a search of all vegetation that provides suitable nesting habitat in the construction area. In addition, a 500- foot area in open space areas adjacent to the construction zone will be surveyed for raptors. For survey areas outside the project site, the biologist will walk areas where property access is authorized. For portions of the survey area without property access, the biologist will scan vegetation using binoculars from the project site or from the public road. One survey should be conducted no more than 14 days prior to construction and the second survey should be conducted within 48 hours of the start of construction or vegetation removal. If no active nests are detected during these surveys, no protective measures are required.

If an active nest is found in the survey area, a no-disturbance buffer will be established around the nest site to avoid disturbance or destruction of the nest until the end of the breeding season (August 31) or after a qualified wildlife biologist determines that the young have fledged and moved out of the nesting substrate (this date varies by species). The extent of these buffers will be determined by the biologist and will depend on the level of construction disturbance, line of sight between the nest and the disturbance, ambient levels of noise and other disturbances, and other topographical or artificial barriers. Suitable buffer distances may vary between species but will be established a minimum of 50 feet from active construction for passerine species and up to 500 feet for non-listed raptor species. A minimum buffer of 1,000 feet will be established for an active Swainson’s hawk nest. If site-specific conditions or the nature of the activity (e.g., steep topography, dense vegetation, or minimal construction activities) indicate that a smaller buffer could be used, the City will coordinate with CDFW to determine the appropriate buffer size.

BIO-2: Conduct Preconstruction Surveys for Roosting Bats and Implement Protection Measures To obtain the highest likelihood of detection, the following preconstruction bat surveys will be conducted within and adjacent to the construction area for each construction season. If the surveys determine that bats are roosting in the construction area, the City will implement the protective measures described below.

Conduct Preconstruction Tree Surveys
Prior to tree removal or pruning, qualified biologists will examine trees to be removed or pruned for suitable bat roosting habitat. High-value habitat features (e.g., large tree cavities, basal hollows, loose or peeling bark, and larger snags,) will be identified, and the area around these features will be searched for bats and bat sign (e.g., guano, culled insect parts, and staining). All mature broadleaf trees should be considered potential habitat for solitary foliage-roosting bat species.

If bat sign is detected, biologists will conduct evening visual emergence survey of the source habitat feature, from a half hour before sunset to 1–2 hours after sunset for a minimum of 2 nights during the season that construction would be taking place. Night-vision goggles and/or full-spectrum acoustic detectors will be used during emergence surveys to assist in species identification. All emergence surveys will be conducted during favorable weather conditions (calm nights with temperatures conducive to bat activity and no precipitation predicted). Survey methodology may be supplemented as new research identifies advanced survey techniques and equipment that would aid in bat detections.

Identify Protective Measures for Bats Using Trees
If it is determined that bats are using trees within or adjacent to the construction area as roost sites, the City (or its designated contractor) will coordinate with CDFW to identify protective measures to avoid and minimize impacts on roosting bats based on the type of roost and timing of activities. These measures could include the following measures.

If feasible, tree removal and pruning of trees containing an active roost will be avoided between April 1 and September 15 (the maternity period) to avoid impacts on reproductively active females and dependent young.

If a maternity roost is located, whether solitary or colonial, that roost will remain undisturbed until September 15 or until a qualified biologist has determined that the roost is no longer active.

If avoidance of nonmaternity roost trees is not possible, tree removal or pruning will be monitored by a qualified biologist. Prior to removal or pruning, the tree will be gently shaken, and several minutes should pass before felling trees or pruning limbs to allow bats time to arouse and leave the tree. The tree then will be removed in pieces, rather than felling the entire tree. The biologists will search downed vegetation for dead and injured bats. The presence of dead or injured bats that are species of special concern will be reported to CDFW.

Conduct Preconstruction Surveys of Culverts
Prior to any work to replace, extend, or remove culverts, a qualified biologist will inspect box and pipe culverts for the presence of roosting bats. The biologist will conduct a daytime inspection/survey of box culverts for bat sign or occupancy to determine whether the structure is being used as a roost. The biologist conducting daytime surveys will listen for audible bat calls and will use the naked eye, binoculars, telescoping inspection mirror, and a high-powered spotlight to inspect culverts, and mud nests if present, for bats.

Surfaces and the ground around the culvert will be surveyed for bat sign, such as guano, staining, and prey remains. Pipe culverts will be inspected from the exterior using the methods listed. If no suitable features are found, and no bats or bat sign are present, then a preconstruction survey within 24 hours prior to construction will be conducted. If suitable features are found, and bats or bat sign are present, additional surveys may be conducted to determine how the culvert is used by bats (i.e., whether it is used as a night roost, maternity roost, migration stopover, or for hibernation).

Implement Protective Measures for Bats Using Culverts
To avoid disturbance, injury, or mortality of bats utilizing culverts for roosting, the Contractor will conduct all work on these structures during the day (to the extent possible and where appropriate). If this is not possible, portable lights will be used to illuminate the roosting areas prior to and after sunset to deter bats from roosting during nights when work will occur.

Geology and Soils
GEO-1: Conduct Paleontological Monitoring
“Spot-check” monitoring by a qualified paleontologist shall be conducted where the depth of Project excavation exceeds 9 feet. This may occur during relocation of signal poles (up to 11 feet deep) and/or storm drain facilities (up to 9 feet deep). If Pleistocene alluvial deposits are visible at these depths, fulltime monitoring shall be required for the remainder of excavations at these locations. If no Pleistocene alluvial deposits are visible at these depths, spot-checking may halt.

Should paleontological resources be found during excavation, the paleontologist shall have the authority to divert heavy machinery away from the find(s) until the scientific value of the fossil(s) can be assessed.

If of scientific significance, all pertinent field data shall be collected, and the fossil(s) salvaged. The fossil(s) shall be transported to a laboratory facility for cleaning and preparation prior to being transported and deposited in an accredited repository, such as the UCMP Berkeley, where they can be curated and made available for scientific study.

Tribal Cultural Resources
TCR-1: Stop Work in the Event of Unanticipated Discovery of Potential Tribal Cultural Resources (TCRs) If any suspected TCRs are discovered during ground disturbing construction activities, all work shall cease within 100 feet of the find, or an agreed upon distance based on the project area and nature of the find. A Tribal Representative from a California Native American tribe that is traditionally and culturally affiliated with a geographic area shall be immediately notified and shall determine if the find is a TCR (PRC Section 21074). The Tribal Representative will make recommendations for further evaluation and treatment as necessary.

Preservation in place is the preferred alternative under CEQA and United Auburn Indian Community (UAIC) protocols, and every effort must be made to preserve the resources in place, including through project redesign. Culturally appropriate treatment may be, but is not limited to, processing materials for reburial, minimizing handling of cultural objects, leaving objects in place within the landscape, returning objects to a location within the project area where they will not be subject to future impacts. The Tribe does not consider curation of TCRs to be appropriate or respectful and request that materials not be permanently curated, unless approved by the Tribe.

The contractor shall implement any measures deemed by the CEQA lead agency to be necessary and feasible to preserve in place, avoid, or minimize impacts to the resource, including, but not limited to, facilitating the appropriate tribal treatment of the find, as necessary. Treatment that preserves or restores the cultural character and integrity of a Tribal Cultural Resource may include Tribal Monitoring, culturally appropriate recovery of cultural objects, and reburial of cultural objects or cultural soil.

Work at the discovery location cannot resume until all necessary investigation and evaluation of the discovery under the requirements of the CEQA, including AB 52, has been satisfied.

Full compensation for conforming to the mitigation measures described above and specified in section 14, “Environmental Stewardship” shall be considered as included in the contract lump sum price paid for “Job Site Management.”
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
15 EXISTING FACILITIES
Add to the end of section 15-1.03C:

At least 2 business days before hauling the material to the City Corporation Yard, notify the Engineer T
Add to section 15-1.03B Removing Concrete:

Miscellaneous concrete, not identified on the plans, may occur within the project limits that may be in conflict with the proposed project improvements. Such concrete must be removed in accordance with Section 15 of the State Standard Specifications and is to be measured and paid for by the cubic yard.

Add to section 15-1.04 Payment:

Full compensation per each for Abandon Signal and Lighting Foundation, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing signal and lighting foundation, as shown on the Plans, and to a depth of two feet below the final grade, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per each for Remove Concrete Pad and Foundation (Roseville Electric), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete pad and foundation, as shown on the Plans, and to a depth of two feet below the final grade, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per square yard for Remove Concrete Sidewalk, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete sidewalk, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per linear foot for Remove Concrete Curb and Gutter, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete curb and gutter, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per linear foot for Remove Concrete Traffic Island, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete traffic island, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation for removal asphalt concrete dike is included in the price paid per cubic yard for roadway excavation, and no additional compensation will be allowed therefor and no additional compensation will be allowed therefor.

Full compensation per square foot for Remove Detectable Warning Tile, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing detectable warning tile, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per each for Remove Drainage Inlet, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing drainage inlet, including footings, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Adjust Pull Box to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing pull boxes. Such pull box adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.

Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.

Concrete is not an acceptable pavement replacement.

Measurement of Adjust Pull Box to Grade will be the number of such items acceptably adjusted to grade.

The contract unit price paid per each for Adjust Pull Box to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.

Adjust Water Valve to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing water valves. Such water valve adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete is not an acceptable pavement replacement.

Measurement of Adjust Water Valve to Grade will be the number of such items acceptably adjusted to grade.

The contract unit price paid per each for Adjust Water Valve to Grade shall include full compensation for all labor, materials, tools, incidentals, and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.

Adjust Manhole to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing manholes. Such manhole adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete is not an acceptable pavement replacement.

Contractor will be required to furnish and install false manhole bottoms in advance of grinding, paving, or other street resurfacing work and removal of false manhole bottom is required after adjustment and inspection. City will require Contractor to ball and flush the entire system to the outfall point for failure to utilize false bottoms while adjusting manholes for grinding, paving, and other street resurfacing work.

Measurement of Adjust Manhole to Grade will be the number of such items acceptably adjusted to grade.

The contract unit price paid per each for Adjust Manhole to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.

Existing Roadside Signs and Markers
Roadside signs shall be removed or relocated as shown on the plans and shall be measured and paid for per each.

Payment per each for Relocate Roadside Sign and Remove Roadside Sign Panel shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in relocating roadside sign and removing roadside sign panel, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL
Add to section 17-2.03A:

Replace the 4th paragraph in section 17-2.03A with:

Clear and grub vegetation only within the excavation and embankment slope lines.

Full compensation for all work associated with Clearing and Grubbing, including all tree trimming and vegetation removal, is considered as included in the lump sum price paid for Clearing and Grubbing and no additional compensation will be allowed therefor.

Trees smaller than 6” diameter are considered as general clearing and grubbing and will not be paid for separately. Logs, stumps and downed trees are considered as general clearing and grubbing. Trees with diameter 6 inches or greater are shown to be removed on the plans. Tree removal is measured per each tree removed. Prior to removal, all trees must be marked, measured and confirmed with the Engineer.

The number and size of oak trees removed must be documented prior to removal, for mitigation purposes.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
19 EARTHWORK
Replace the 2nd, 3rd, and 4th paragraphs of section 19-2.03B with:

Dispose of surplus material. Ensure enough material is available to complete the embankments before disposing of it.

Full compensation per cubic yard for Roadway Excavation, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in roadway excavation, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per square foot for Roadway Excavation (HMA Digout), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing the HMA digout area, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Add between the 8th and 9th paragraphs of section 19-2.03G:

Roughen embankment slopes to receive erosion control materials by either track-walking or rolling with a sheepsfoot roller. Track-walk slopes by running track-mounted equipment perpendicular to the slope contours.

Add to the end of section 19-3.02E:

Slurry cement backfill may contain returned plastic concrete.

Slurry cement backfill containing returned plastic concrete must comply with the specifications for concrete containing returned plastic concrete.

Add to the end of section 19-6.04:

The payment quantity for imported borrow (HMA Grindings) includes the volume of anticipated subsidence as specified in section 19-6.03B.

Replace Reserved in section 19-7.02B with:

In addition to the locations described for excavation, obtain local borrow (HMA Grindings) from the City Corporation Yard or other location designated by the Engineer.

After you obtain local borrow, grade the borrow site such that it drains and blends in with the surrounding area.

Add to section 19-7.02C:

Process the imported borrow (HMA Grindings) to comply with the requirements of the full depth reclamation (FDR) pavement.

Strip materials that adversely affect the imported borrow (HMA Grindings) properties.

Obtain imported borrow (HMA Grindings) from the mandatory local material source at from the City stockpile location at 6600 Phillip Rd, Roseville, CA or as designated by the Engineer.

After obtaining imported borrow (HMA Grindings), grade the borrow sites and associated haul roads such that sites drain and blend in with the surrounding area.

Full compensation per cubic yard for Imported Borrow (HMA Grindings), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in bringing, placing, and mixing imported borrow (HMA Grindings), as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
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20 LANDSCAPE
Add to section 20-1.01A:

Landscape work must comply with provisions in the latest version of City of Roseville's Parks Construction Standards and Supplement.

Notify the Engineer not less than 72 hours prior to requiring initial access to the existing irrigation controllers. When the Engineer determines that access to the controllers is required at other times, arrangements will be made to provide this access.

Add to section 20-1.01C:

Submit a cost break-down for the contract lump sum items of planting and irrigation system. Cost break-down tables must be submitted to the Engineer for approval within 10 working days after the contract has been approved. Cost break-down tables will be approved, in writing, by the Engineer before any partial payment will be made for the applicable items of planting and irrigation system involved.

Cost break-downs must be completed and furnished in the format shown in the samples of the cost break-downs included in this section. Line item descriptions of work shown in the samples are the minimum to be submitted. You may designate additional line item descriptions of work. If you designate additional line item descriptions of work, the quantity, value and amount for those line items must be completed in the same manner as for the unit descriptions shown in the samples. The line items and quantities given in the samples are to show the manner of preparing the cost break-downs.

Determine the quantities required to complete the work shown on the plans. The quantities and their values must be included in the cost break-downs submitted to the Engineer for approval. You are responsible for the accuracy of the quantities and values used in the cost break-downs submitted for approval.

The sum of the amounts for the line items of work listed in each cost break-down table for planting and for irrigation system work must be equal to the contract lump sum price bid for Planting and Irrigation System, respectively. Overhead and profit must be included in each individual line item of work listed in a cost break-down table.

No adjustment in compensation will be made in the contract lump sum prices paid for planting and irrigation system due to differences between the quantities shown in the cost break-downs you submit and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

Individual line item values in the approved cost break-down tables will be used to determine partial payments during the progress of the work and as the basis for calculating an adjustment in compensation for the contract lump sum items of planting and irrigation system due to changes in line items of work ordered by the Engineer. When the total of ordered changes to line items of work increases or decreases the lump sum price bid for Planting and Irrigation System by more than 25 percent, the adjustment in compensation for the applicable lump sum item will be determined in the same manner specified for increases and decreases in the total pay quantity of an item of work in Section 4-1.05.

PLANTING COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION UNIT

APPROXIMATE

QUANTITY VALUE AMOUNT
Trees, 15” Gallon EA
Shrubs and Groundcover, 5 Gal. EA
Shrubs and Groundcover, 1 Gal. EA
Root Barrier LF
Mulch CY
Plant Establishment MO
TOTAL ____________________

IRRIGATION SYSTEM COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION UNIT

APPROXIMATE

QUANTITY VALUE AMOUNT
Point of Connection A
LS
Point of Connection B
LS
Point of Connection C
LS
Relocated Backflow Preventer
EA
Backflow Preventer
EA
Controller Upgrade
LS
Master Valve
EA
Flow Sensor
EA
Mainline
LF
Sleeve
LF
Directional Bore
LF
Gate Valve
EA
Remote Control Valve
EA
Tree Bubblers System
SF
Sprinkler Irrigation System
SF
Splice Box
EA
Surge Protection
EA
Control Wire
LF
2 Wire Communication
LF
Traffic Grade Pull Box
EA
TOTAL ____________________

Add to section 20-1.01D(1):

Do not apply pesticides before approval from the Engineer.Delete edits to section 20-1.01D(2) in the RSS and replace the 1st paragraph of section 20-1.01D(2) with:

The Engineer performs a progress inspection at:

1. During pressure testing of the pipelines on the supply side of control valves.

2. Before planting begins and after completion of the work specified for planting in Section 20-3.02C(2).

3. Before plant establishment work begins and after completion of the work specified for planting in Section 20-3.

4. At intervals of one month during the plant establishment period.

Add to section 20-1.02C:

Pesticide used must be limited to the following materials:

1. Aminopyralid

2. Diquat

3. Dithiopyr

4. Clopyralid MEA

5. Fluazifop-P-Butyl

6. Flumioxazin

7. Glyphosate

8. Imazapyr

9. Isoxaben (Preemergent)

10. Oryzalin (Preemergent)

11. Oxyfluorfen (Non-odor type)

12. Pendimethalin (Preemergent)

13. Prodiamine (Preemergent)

14. Sethoxydim

15. Melfluidide (Growth regulator)
Delete oil or in the 4th paragraph of section 20-1.02C.

Add to section 20-1.03B:

Granular preemergent shall be limited to the following material:

1. Oxadiazon
A minimum of 100 days must elapse between applications of preemergents.

Granular preemergent must be applied prior to the application of mulch. Mulch applications must be completed in these areas on the same working day.

Glyphosate must be used to kill stolon type weeds.

Add to section 20-2.01A(3)(a)5:

5. City Standards: Install irrigation per the most current Standards including but not limited to:

5.1. City of Roseville Park Construction Standards

5.2 City of Roseville Design and Construction Standards

5.3 City of Roseville Electric Department Standard Specifications

5.4 Local, state and federal electrical codes, manuals and guidelines, and

5.5 Local, state and federal plumbing codes, manuals and guidelines Add to section 20-2.01A(3)(b):

8. Splice Kits

9. Automatic Controller

10. Master Valve
Add to section 20-2.01A(4)(d):

Tests must demonstrate to the Engineer, through one complete cycle of the irrigation controllers in the automatic mode, that the associated automatic components of the irrigation systems operate properly. If automatic components of the irrigation systems fail a functional test, these components must be repaired at your expense and the testing repeated until satisfactory operation is obtained.

Associated automatic components must include, but not be limited to, remote control valve actuator systems and remote control valves.

Upon completion of work on an irrigation system, including correction of deficiencies and satisfactory functional tests for the systems involved, the plants to be planted in the area watered by the irrigation system may be planted provided the planting areas have been prepared as specified in these special provisions.

Add section 20-2.01A(4)(e)
Irrigation System Audit
Contractor shall coordinate and provide assistance of a certified irrigation auditor to complete the irrigation audit per City of Roseville Specifications. The Contractor shall schedule the audits once the irrigation system is 100% complete, including functionality of the irrigation controller. Provide a two week (14 day) notice for scheduling the audit. Contractor shall anticipate providing staff to assist auditor during the process, allow up to two (2) days at site.

Replace section 20-2.01A(4)(f) with:

Establishment
A. Full automated utilization of the irrigation system shall be included as part of the maintenance of the project. See Section 329000: Planting for additional information.

B. Program and utilize the establishment schedule as submitted with the turn-in items.

C. Contractor to run the system in “quantity” mode or “time plus flow” for a minimum of one (1) week.

D. Check the irrigation system weekly to ensure proper operations. Make all necessary adjustments, including watering schedule to ensure proper and healthy plant growth. At no time shall pools of water be present within any part of the project. Conversely, at no point shall dry or under-watered spots be visible upon inspection. Improper irrigation management resulting in flooding or dry conditions to the detriment of plant material may constitute an extension of the establishment period, at no additional cost to the City.

Final Review
A. The Contractor shall demonstrate to the City, valve by valve, the entire irrigation system to be operable. All heads shall be adjusted/flushed and all drip zones shall be flushed prior to the onsite review. Any item requiring adjustments shall be completed immediately and to the satisfaction of the City.

B. Provide necessary training to City staff in the proper operations and maintenance of the booster pump.

C. The date of final acceptance by the City Council or the recordation of the property transfer shall signify the start date of the warranty period. Final acceptance shall include the project in total and will not segregate any specific item or trade included in the construction of the project.

Add Section 20-2.01A(4)(g):

Record Drawing
A. Contractor shall regularly update a print of the system and any changes made to the system throughout the project. Features below ground shall be indicated with at least two measurements from surface features such as walks, building, or sprinkler heads. All changes shall be recorded on this plan before trenches are backfilled. The record drawing shall be completed and submitted to the City before final payment shall be made for work installed.

B. The contractor shall furnish two complete color coded irrigation charts. Charts shall identify individual RCV sections with a different color for each RCV. Charts are to be presented on fully laminated 11”X17” As-Built plans.

Replace the section 20-2.01B(7) with:

Valve boxes shall be per City Standards.

Valve boxes must be precast concrete within paved areas and reinforced plastic in all other areas.

Covers for concrete valve boxes shall be concrete.

Covers for plastic valve boxes must be glass fiber reinforced plastic.

Valve boxes shall be labeled per City Standards.

Add to section 20-2.04A(1):

Low voltage, as used in in this section mean 36 V or less.

Allowance in bid for new irrigation control wires, 2- wire communication wire, and trenching shall be as indicated on the plans.

Add to section 20-2.04B:

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked with adhesive cloth wrap-around markers.

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked as follows:

1. Conductor terminations and splices must be marked with adhesive backed paper markers or adhesive cloth wrap-around markers, with clear, heat-shrinkable sleeves sealed over the markers.

2. Non-spliced conductors in pull boxes and valve boxes shall be marked with clip-on, "C" shaped, white extruded polyvinyl chloride sleeves. Marker sleeves shall have black, indented legends of uniform depth with transparent overlays over the legends and "chevron" cuts for alignment of 2 or more sleeves
Markers for the control conductors must be identified with the appropriate number or letter designations of irrigation controllers and station numbers. Markers for neutral conductors must be identified with the appropriate number or letter designations of the irrigation controllers.

New control and neutral conductors that are to replace existing control and neutral conductors must be the same size and color as the existing control and neutral conductors being connected to.

The color of low voltage neutral and control conductor insulation, except for the striped portions, must be homogeneous throughout the entire thickness of the insulation.

Insulation for conductors may be UL listed polyethylene conforming to UL44 test standards with a minimum insulation thickness of 41 mils for wire sizes 10AWG and smaller.

Replace the section 20-2.10B(2) with:

Ball valves must be per City Standards.

Ball valves must be of the same size as the pipeline which the valves serve, unless otherwise noted on the plans.

Add to section 20-2.10C(2):

Section 20-2.10C(2) includes specifications for constructing electric remote control valves.

Electric remote control valves must be outfitted with adjustable pressure regulators as shown. Adjust the pressure regulators to provide proper operation of the irrigation system downstream of the electric remote control valves.

Replace the 8th paragraph of section 20-2.08B(5) with:

Fittings for irrigation sleeve must be per City of Roseville Parks Construction Standards.

Add to section 20-2.08C(1)
Sleeves must extend 6 inches beyond paving. The ends of the sleeve must be capped until use.

Add to section 20-3.01A(3)(c):

Submit certificate stating quantity, type, and composition, weight and origin for all amendments and chemicals must be delivered to the City’s Representative before the material is used on the site.

Add to section 20-3.01A(4):

Request at least two working days in advance the following reviews prior to progressing with the work:

1. Completion of rough grading

2. Verification of amendment incorporation depths

3. Finish grade
Provide one-quart sample of proposed amendment to an approved agriculture-based lab. Do not deliver materials to the site until the City’s Representative approves the samples. Contractor is responsible for the testing costs.

Add to section 20-3.01B(3):

Organic Amendment must be nitrogen-treated fir bark conforming to:

1. Physical Properties: 95% - 100% passing, sieve size 6.35 mm (1/4 inch), 80%-100% passing, sieve size 2.38mm (No. 8, 8 mesh), and 0%-30% passing, sieve size 500 micron (no. 35, 32 mesh).

2. Chemical Properties: Nitrogen Content (dry weight basis), 0.4%-0.6% iron content, minimum 0.08% dilute acid soluble Fe on dry weight basis, soluble salts, maximum 3.5 millimhos/centime @ 25 degree C. as determined by saturation extract method; ash – 6.0%.

Add to section 20-3.01B(4)(a):

Fertilizer must be determined from soils analysis results. For purposes of bidding only, assume the use of 6-20-20 commercial fertilizer, 20-10-5 planting tablets by Agriform International Chemicals, Inc., and iron sulfate.

Add to section 20-3.01C(1):

Organic amendment and fertilizer incorporation: Materials determined from the soils test must be uniformly distributed throughout all irrigated planting areas and incorporated to a homogeneously blended soil depth of six inches. Assume per 1000 square feet:
6 cubic yards nitrogen stabilized organic
amendment
30 pounds commercial fertilizer (6-20-20)
10 pounds iron sulfate
Apply iron sulfate cautiously, and avoid contact with concrete, since permanent staining may result. Any such stained concrete must be replaced at your expense.

Plant pits must have their sides and bottoms loosened or otherwise broken to prevent glazed or compacted surfaces, and must be as shown on the planting detail.

Only un-amended soil must be used beneath the root ball; cultivate bottom of plant pit to improve porosity. Backfill around sides of rootball must be the amended soil taken from adjacent prepared areas.

Spread material excavated from plant pits onto adjacent areas as replacement. If additional back fill be necessary, a mixture of one-third organic amendment/fertilizer mix and two-thirds topsoil may be used.

All container plants shall receive plant tablets as follows:

One-gallon plants Two 21-gram tablets
Five-gallon plants Five 21-gram tablets
Fifteen-gallon plants Twelve 21-gram tablets
24 inch box trees Eighteen 21-gram tablets
Space the tablets evenly around the root ball halfway up backfill touching side of root ball. City’s Representative may require excavation of up to 5 percent of all plants selected at random for conformance review.

Finish grade all irrigated planting areas unless otherwise noted, and remove all rocks and clods over one cubic inch to a depth of one inch below finish grade. All areas must be smooth and uniformly graded.

Repair all erosion damage during the construction period.

Unless otherwise noted, all soil finish grades must be one inch below finish grade of walks, pavements, and curbs.

Addd to section 20-3.02A:

Request the following reviews prior to progressing with the work:

1. Plant material approval

2. Plant layout

3. Finish grade

4. Substantial completion

5. Final completion
Replace Not Used in section 20-3.02B with:

Plant botanical names must conform to “Standardized Plant Names”, second edition, and secondly, “A Checklist of Woody Ornamental Plants of California”, Manual 32, University of California. All plants of each clone, species, and cultivar must be delivered to the site labeled with their full botanical names.

Every plant species must be labeled with no less than one label for every ten plants of a species.

Minimum quality of all plant material must conform to prevailing published specifications of the California Association of Nurserymen and the American Association of Nurserymen’s American Standard for Nursery Stock unless otherwise indicated. Additional specifications must be indicated on the drawings.

The quantities shown on the plant list and in labels are for the City’s Representative’s use and are not to be construed as the complete and accurate limits of the contract. Furnish and install all plants shown schematically on the drawings. Any unlabelled plants must be considered as the smaller size shown for that type on the drawings.

All container-grown stock must be grown in its container for at least six months prior to its planting.

Inspect all root systems on plant materials. Inspection must include, but not be limited to, checking for rootbound stock, encircling roots at the perimeter of the container, girdling roots at the top surface of the rootball, and other defective root conditions. Such inspections must include the complete removal of soil from one percent of plant material containers, or at least one plant from each nursery and each plant type. Cut defective or potentially defective girdling, rootbound, and encircling roots and spread the root system into the surrounding backfill. Any plant material, within one year following the final acceptance of the project, determined by the City’s Representative to be defective, restricted, declining or otherwise deficient due to abnormal root growth, must be replaced to the equal condition of adjacent plants at the time of replacement. Reject plants with excessively defective root systems.

All trees must have straight trunks of uniform taper, larger at the bottom. Trunks must be free of damaged bark, with all minor abrasions and cuts showing healing tissue. Sucker basal growth and sucker lateral growth must be removed and treated to eliminate re-sprouting. Normal lower side branching must remain.

Reject trees unable to stand upright without support.

Foliage roots and stems of all plants must be of vigorous health and normal habit of growth for its species. All plants must be free of all diseases, insect stages, burns, or disfiguring characteristics.

All plant material, within two years following the final acceptance of the project, determined by the City’s Representative to be untrue to the species, clone, and/or variety specified, must be replaced, to the equal condition of adjacent plants at the time of replacement.

Before planting operations commence all or a representative sampling of plant material will be reviewed at the site by the City’s Representative. Remove defective plants installed without such review from the site upon request by the City’s Representative and substitute acceptable plant in its place.

Addd to section 20-3.02C(1):

Only those plants to be planted in any single day must be laid out. Locations of all plants must be reviewed prior to planting. Plants installed without this review will be transplanted as directed by the City’s Representative.

Maintain all plant material in a healthy growing condition prior to and during planting operations. You are responsible for vandalism, theft and damage to plant material until the commencement of the maintenance period.

Do not perform pruning without the specific approval of the City’s Representative. Plants pruned without approval must be replaced, if required.

Construct basins as necessary to water plants. Remove basins from all plants under a permanent irrigation system prior to final inspection and finish grade the planting area. Basins for plants to be handwatered must remain in place. Basin bottoms must drain to berm away from plant stem.

All trees must be staked as drawn with stakes driven securely into existing soil aligned with the trunk and perpendicular to the direction of the prevailing winds. A minimum of two figure-eight wire and rubber tree ties required per stake.

Remove all trash, excess soil and other debris after completion of all operations. All walks and pavement must be swept and washed clean, leaving the entire area in a neat, orderly condition.

Replace paragraphs 1 and 2 of section 20-4.01B:

Section 20-4 includes specifications for performing plant establishment work. The plant establishment period must not be less than 90 working days commencing from date of substantial completion.

Substantial completion is deemed as the time all major plantings, including groundcover, are installed, and when all other work is satisfactorily completed (with the exception of minor items to be completed as noted upon a checklist compiled by the City’s Representative). Maintenance period will not commence until work is deemed substantially complete by the City’s Representative.

Add to section 20-4.02A:

Establishment Period
A. Active maintenance is required throughout the entire establishment period:

1. Immediately replace all dead plants.

2. As necessary, raise all trees and shrubs which have sunk within the plant pit beyond the levels indicated in the Standard details.

3. Keep all areas free of weeds, pests and disease.

4. For trees located in turf areas, maintain a circle free of turf at a distance described in the Standard details
B. Prior to the start of the final thirty (30) days of establishment:

1. All plant replacements shall be completed.

2. All plantings and turf shall be thriving and in a healthy condition.

3. The lack of active maintenance prior to the final thirty (30) days may constitute a delay in the start of the final thirty (30) days of the establishment period.

Final Review
A. The Inspector shall review the site for completion of items noted, but not limited to, “B” below. All corrective action is required to enter into the final thirty (30) days of establishment.

B. The site shall be prepared for review, by ensuring that:

1. All spray heads have been properly adjusted,

2. Dead plants have been replaced,

3. Planting areas have been weeded,

4. Walkways and paved areas have been swept and washed
C. Failure to complete any one or all of the above items may constitute non- performance of the final review and will require re-scheduling. In this case, the cost of the extended establishment period shall be at no additional cost to the City.

Add to section 20-5.04A:
20-5.04 Root Barrier
20-5.04(1) General
20-5.04(1)(a) Summary
Section 20-5.04(2) includes specifications for placing root barrier per plans. 20-5.04(1)(b) Definitions
Reserved
20-5.04(1)(c) Submittals
Submit product information sheet.
20-5.04(1)(d) Quality Assurance
Reserved
20-5.04(2) Materials
Root barrier shall be per plans.
20-5.04(3) Construction
Place gravel and compact it by rolling.

The finished gravel mulch surface must be smooth, uniform and maintain the original flow lines, slope gradients, and contours of the job site.
20-5.04(4) Payment
The payment quantity for root barrier is measured per panel shown on plans.

Add to section 20-10.02A(1):

Maintain existing irrigation facilities throughout the life of the contract. Before the start of maintaining existing irrigation facilities work, the facilities must be checked for proper operation, and repaired in conformance. Document the condition of existing irrigation facilities. Repair work ordered by the Engineer will be paid for as extra work per section 4-1.05.

Add to the end of 5th paragraph of section 20-10.02C(3):

During winter season, irrigation systems must be operated automatically a minimum of 2 minutes every 2 weeks.

Add to section 20-10.02C(4):

Existing irrigation valves, where shown on the plans to be removed, must be salvaged.

Notify the Engineer in writing if you intend to salvage existing irrigation facilities a minimum of 72 hours prior to salvaging these facilities. Salvaged irrigation facilities must remain the property of the City and must be delivered to City's Representative.

Add to section 20-10.02C:
20-10.02C(10) Relocate Miscellaneous Irrigation Facilities Relocate existing irrigation facilities consist of relocating existing electric remote control valves, sprinklers and other facilities shown.

Relocate existing irrigation valves consist of relocating existing valves, valve boxes and valve box covers.

Relocated valve boxes must be installed with new woven wire cloth and crushed rock bedding as shown.

Add to section 20-10.03A(1):

Maintain existing planted areas throughout the life of the contract.

Prune trees per City Standards.

Prune roots per City Standards.

Water existing plants per section 20-4.03G.

Delete the 1st bullet point of section 20-10.03A(2) and Add:

Submit a work plan for:

1. Maintaining existing planted areas. The work plan must include controlling the weeds, fertilizing, mowing and trimming of turf areas, watering, and controlling rodents and pests.

Add bullet point to section 20-10.03A (3):

2. Tree and root pruning schedule shall be coordinated prior to start of work.

Submit a copy of the manufacturer's product sheet for root stimulant including application instructions.

Add to the end of the 2nd paragraph of section 20-10.03C(4):

The work must include:

1. Weeds must be killed before the weeds reach the seed stage of growth or exceed 6 inches in length

2. Weeds must be removed from existing planted areas. Weeds must be killed prior to removal. Weed removal in ground cover areas shall extend beyond the outer limits of ground cover areas to the adjacent edges of paving, fences and proposed plants and planting areas, and a 6-foot diameter area centered at each existing tree and shrub outside of existing ground cover areas.

3. When a portion of a new automatic irrigation system is completed, the existing plants to be watered by that portion of the irrigation system shall be watered automatically.

4. Pesticides for maintaining existing planted areas must conform to section 20-1.02C.

Add section 20-10.03C(5) Root Pruning
Root Protection Zone – this is the area of land immediately surrounding a tree that is left undisturbed and protected. The dimensions of the root protection zone are determined by measuring the diameter of the trunk and applying one foot of land area for every inch of trunk diameter (trunk diameter is measured at 4½ feet above grade). For example, a tree with a diameter of 12 inches will have a 12 foot radius as a root protection zone.

No person is permitted to cut roots within the root protection zone without permission from the City Arborist.

1. Root pruning shall be done by or under the supervision of an ISA Certified Arborist, and meet or exceed ANSI A300 or approved Tree Care Industry Standards. A certified arborist must be onsite during the entirety of root pruning.

2. Root pruning shall be done prior to disturbance of the site. No disturbance shall be done within a distance of 3x the diameter of the tree, due to stability concerns.

3. Before disturbance, meet with the City Representative on site to confirm the layout of root pruning.

4. The layout will be marked on the ground between the disturbance and the tree, typically 6” closer to the tree than the back of the new curb.

5. The maximum size root that may be cut outside the root protection zone is 2” in diameter unless approved by the City Arborist.

6. Root pruning shall be done with a sharp tool, in such a way that does not pull on the roots, but leaves smooth cuts.

7. It is preferable to expose the roots prior to root pruning. After pruning, fill the area with quality topsoil and water until thoroughly soaked.

8. Once exposed, roots must be covered within 8 hours. If roots will be left exposed for longer than 8 hours, they must be kept moist. One option is to put moist burlap over the exposed roots or 3” of mulch and water thoroughly.
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21 EROSION CONTROL
Replace section 21-3 with:
21-3 PERMANENT EROSION CONTROL ESTABLISHMENT WORK
21-3.01 GENERAL
21-3.01A Summary
Section 21-3 includes specifications for performing permanent erosion control establishment work.

Permanent erosion control establishment work consists of weekly inspections of the project site for deficiencies in erosion control features.

The permanent erosion control establishment period starts after permanent erosion control work has been completed.

The Engineer notifies you when the permanent erosion control establishment period starts and furnishes weekly statements regarding the number of working days credited to the permanent erosion control establishment period after the notification.

At the start of the permanent erosion control establishment period you may request relief from maintenance and protection for work items that are not associated with water pollution control and permanent erosion control establishment work.

Working days on which no work is required during the permanent erosion control establishment period are credited as permanent erosion control establishment working days, regardless of whether or not you performed permanent erosion control establishment work.

Working days on which you fail to adequately perform permanent erosion control establishment work as required are not credited as permanent erosion control establishment working days.

Working days that occur after you fail to meet a due date for a Permanent Erosion Control Establishment (PECE) Report submittal will not be credited as permanent erosion control establishment working days. 21-3.01C Submittals
Submit a Permanent Erosion Control Establishment (PECE) Report form as an informational submittal within 24 hours of completing a weekly inspection and within 24 hours of each qualifying rain event. The WPC manager is responsible for the preparation and submittal of the PECE report. The report must identify any deficiencies that require repair, adjustment, or reapplication of materials, including:

1. Slides

2. Slipouts

3. Surface erosion

4. Damage to:

4.1. Erosion control devices

4.2. Water pollution control devices

5. Poor seed germination

6. Poor plant growth

7. Dead or damaged erosion control plant material

8. Misaligned features

9. Required repair work
21-3.01D Quality Assurance
Perform a final inspection of the permanent erosion control establishment work in the presence of the Engineer 20 to 30 days before the anticipated contract acceptance date provided by the Engineer.

Full compensation per square foot for Permanent Erosion Control (Jute Mesh), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing and installing backfill and jute mesh, erosion control mat, and includes placement of mat, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
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DIVISION IV SUBBASES AND BASES
26 AGGREGATE BASES
Add to the list in the 1st paragraph of section 26-1.02A:

6. Processed glass
Add to section 26-1.03A:

Place AB with processed glass only where the material is to be permanently covered.

Add to section 26-1.04 PAYMENT
Where aggregate base is paid for by volume, the payment quantity is determined from the dimensions shown on the plans.

Full compensation per cubic yard for Aggregate Base (Class 2), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing aggregate base, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
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30 RECLAIMED PAVEMENT
Replace the 1st paragraph of section 30-4.01D(2) of the RSS for section 30-4 with:

Develop a mix design for each materials sampling location. The mix design must produce FDR—cement with an unconfined compressive strength from 500 psi to 600 psi, determined at 7 days under ASTM D1633, Method A, with the exceptions shown in FDR—Cement Quality Characteristic Requirements table under Section 30-4.02A.

Add between the 2nd and 3rd paragraphs of section 30-4.01D(2) of the RSS for section 30-4:

Obtain and test material from at least eight sampling locations from the existing pavement structure by coring. You may perform additional sampling and testing to optimize the cement content and adjust for varying underlying materials. Determine the exact locations of the sampling locations between wheel paths. Do not sample in the shoulders. Sampling locations must provide sufficient representative material for the mix design. Two additional samplings should be taken from the stockpile containing the HMA grindings to be used for FDR.

Add to the beginning of section 30-4.03D of the RSS for section 30-4:

The cement content must be 3.5 percent by dry weight of FDR—cement with a dry unit weight of 131.4 lb/cu ft, except an increase or decrease in the cement content may be ordered based on your mix design.

During progress of the work, if you encounter an isolated area that requires more cement than described in the mix design for that area, notify the Engineer before applying the cement.

FDR material will be comprised of 50% subgrade material from roadway excavation (excluding the organics) and 50% imported borrow (HMA Grindings). Based on field investigations and laboratory testing, organic material percentages were determined between 2.7% and 3.2%. The removal of the upper 6 inches of material is required to reduce the organic material present prior to adding cement including large solid organic material consisting of ¼ inch diameter or larger solid root and vegetation.

Full compensation per square foot of FDR, shall include full compensation for furnishing all the labor, materials including cement, tools, equipment and incidentals and for doing all the work involved in constructing, installing, and placing FDR, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. The hauling and placement of Imported borrow (HMA grindings) for FDR is paid for separately.
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DIVISION V SURFACINGS AND PAVEMENTS
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39 ASPHALT CONCRETE
Add to section 39-2.01A with:

Asphalt concrete pavement shall be Hot Mix Asphalt (Type A) and conform to the applicable provisions in Section 71, “Streets” of the City of Roseville’s Construction Standards and Section 39 of the State Standard Specifications.

Aggregate gradation for HMA for trail paving shall be ½” max.

Replace section 39-2.01C(3)(c) with:
39-2.01C(3)(c) Prime Coat
Apply a slow-setting asphaltic emulsion as a prime coat to AB areas designated by the Engineer and at a spread rate from 0.15 to 0.40 gal/sq yd. Do not apply more prime coat than can be absorbed completely by the AB in 24 hours.

You may modify the prime coat application rates if authorized.

Close areas receiving prime coat to traffic. Do not allow tracking the prime coat onto pavement surfaces beyond the job site.

Replace Reserved in section 39-2.02B(3) with:

The grade of asphalt binder for Type A HMA must be PG-64.

For Type A HMA using RAP substitution of greater than 15 percent of the aggregate blend, the virgin binder grade must comply with the PG binder grade specified above with 6 degrees C reduction in the upper and lower temperature classification.

For Type A HMA using RAP substitution of 15 percent or less of the aggregate blend, the grade of the virgin binder must comply with the PG binder grade specified above. 25 Replace Reserved in section 39-3.03C with:

You may dispose of the dike by burial in an embankment in the same manner as specified for incorporating removed concrete in an embankment.

Full compensation per ton for Hot Mix Asphalt (Type A), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing and placing hot mix asphalt (type A), as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per ton for HMA (Overlay), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing and placing hot mix asphalt (overlay), as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per ton for HMA (Digouts), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing and placing hot mix asphalt (digouts), as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
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DIVISION VI STRUCTURES

DIVISION VII DRAINAGE FACILITIES
65 CONCRETE PIPE
Reinforced Concrete Pipe (RCP) shall be measured and paid for per linear foot.

Payment per linear foot for Reinforced Concrete Pipe, of the size indicated on the plans and in the bid item list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing and placing reinforced concrete pipe including excavation, bedding, backfill, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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71 EXISTING DRAINAGE FACILITIES
Add to section 71-2.04 Payment
Full compensation per each for Remove Drop Inlet, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing drop inlet, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Full compensation per each for Remove Manhole, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing manhole, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to section 73-1.02A:

Concrete must be minor concrete complying with section 90-2 and may contain returned plastic concrete complying with section 90-9.

Minor Concrete (Sidewalk), Minor Concrete (Curb and Gutter), Minor Concrete (Curb Ramp), and Minor Concrete (Barrier Curb, Type 1 and 2) shall be measured and paid for per cubic yard.

Payment per cubic yard for Minor Concrete (Sidewalk), Minor Concrete (Curb and Gutter), Minor Concrete (Curb Ramp), and Minor Concrete (Barrier Curb, Type 1 and 2) shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing sidewalk, curb and gutter, curb ramp, barrier curb, and base preparation as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed. Minor Concrete (Sidewalk) per City’s standards includes 033’ PCC over 0.33’ AB or .5’ PCC over native.

Minor Concrete (Stamped Concrete) shall be measured and paid for per square foot.

Payment per square foot for Minor Concrete (Stamped Concrete) shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing stamped concrete as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Detectable Warning Surface shall be measured and paid for per square foot.

Payment per square foot for Detectable Warning Surface shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing detectable warning surface, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Concrete Pad and Foundation (Roseville Electric) shall be measured and paid for per each.

Payment per each for Concrete Pad and Foundation (Roseville Electric) shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing, installing, and placing concrete pad and foundation as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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77 LOCAL INFRASTRUCTURE
16” Tie in to Future ASR Well Site
16” Ductile Iron Pipe (DIP) shall be measured and paid for per linear foot. 16” DIP waterline shall be manufactured and installed in accordance with AWWA C151, Pressure Class 250, standard for Ductile Iron Pipe and applicable City of Roseville standards and specifications, Payment per linear foot for 16” DIP Open Cut, of the size and type indicated on the plans and in the bid item list, shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all the work involved to install and place 16” DIP including excavation, bedding, backfill, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, and as directed by the Engineer and no additional compensation will be allowed. 16” Gate Valve shall be measured and paid for per each. 16” Gate Valve shall be manufactured and installed in accordance with AWWA standard C515 for Resilient-Seated Gate Valves for Water Supply Service, per City of Roseville standard detail W-16, and other applicable City of Roseville standards and specifications.

Payment per each for 16” Gate Valve, of the size and type indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing 16” gate valve, as shown on the plans, as specified in the Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Steel Cut In Tee shall be measured and paid for per each.

The steel cut-in tee shall be manufactured and installed in accordance with AWWA C-200, Steel Water Pipe, AWWA C-207, Steel Pipe Flanges for Waterworks Service, AWWA C-208, Dimensions for Fabricated Steel Water Pipe Fittings, AWWA M11, Design and Installation of Steel Pipe and Fittings, and applicable City of Roseville standards and specifications.

Steel Cut-in-Payment per each for Steel Cut In Tee, of the size and type indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing, installing, and placing steel cut in tee, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, and as directed by the Engineer and no additional compensation will be allowed.
36” CML&C Welded Steel Pipe Spool shall be measured and paid for per linear foot. 36” CML&C Welded Steel Pipe shall be manufactured and installed in accordance with AWWA standard C200, Design and Installation of Steel Pipe and Fittings and AWWA M11, Design and Installation of Steel Pipe and Fittings, applicable City of Roseville standards and specifications.

Payment per linear foot of 36” CML&C Welded Steel Pipe Spool, of the size and type indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing and installing 36” CML&C Welded Steel Pipe Spool, as shown on the plans as specified in the City of Roseville Design and Construction Standards, , and as directed by the Engineer and no additional compensation will be allowed.

Steel Flanged Coupling Adapter shall be measured and paid for per each.

Steel flanged coupling adapters shall be manufactured and installed in accordance with AWWA standard C219 Bolted, Sleeve-Type Couplings for Plain-End Pipe and applicable City of Roseville Design and Construction Standards, Payment per each for Steel Flanged Coupling Adapter, of the size and type indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing Steel Flanged Coupling Adapter, as shown on the plans as specified in the City of Roseville Design and Construction Standards, and as directed by the Engineer and no additional compensation will be allowed.

RESILIENT-WEDGE GATE VALVES
PART 1 - GENERAL

1.1 WORK INCLUDED
A. This section includes materials, testing, and installation of manually-operated gate valves.

1.2 SYSTEM DESCRIPTION
A. Furnish and install complete operating gate valve including appurtenant structural, mechanical and/or electrical mountings or connections required for compliance with manufacturer’s installation requirements and applicable building codes and standards.

B. Gate valves shall provide positive shutoff when the valve is in the closed position and shall provide unobstructed flow when the valve is in the open position.

1.3 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary trades and crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work of this section.

B. Products coming into contact with potable water shall contain no more than 0.25% lead by average weight in compliance with Section 116875 of the California Health and Safety Code.

C. Factory testing shall include the following:

ITEM
TEST
FOR

TEST STANDARD
(ASTM OR OTHER

TEST STANDARD) FREQUENCY

FIRST TEST

PAID FOR
BY

RETESTS

PAID FOR BY
Hydrostatic
Test
AWWA C515 at 400
psi
Resilient 1 each valve Contractor Contractor
Wedge Gate
Valve
Metal to
Rubber
Bond
ASTM D429 1 each valve Contractor Contractor
Interior
Lining
Holidays
and Lining
Thickness
AWWA C550 1 each valve Contractor Contractor

1.4 REFERENCES
A. ASME/ANSI B16.1 Cast Iron Pipe Flanges and Flanged Fittings – Class 25, 125, 150 and 800
B. ASME/ANSI B16.42 Ductile Iron Flanged Fittings – Classes 150 and 300 C. ASTM A126 Gray Iron Castings for Valves, Flanges and Pipe Fittings D. ASTM A536 Ductile Iron Castings
E. ASTM D429 Rubber Property—Adhesion to Rigid Substrates F. AWWA C105 Polyethylene Encasement for Ductile Iron Pipe Systems G. AWWA C509 Resilient Seated Gate Valves for Water Supply Service H. AWWA C515 Reduced Wall, Resilient Seated Gate Valves for Water Supply Service I. AWWA C550 Protective Epoxy Interior Coatings for Valves and Hydrants J. NSF/ANSI 61 Drinking Water System Components – Health Effects

1.5 SUBMITTALS
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Shop Drawings Required per valve shop drawing requirements.

Catalog Data Required per catalog data requirements.

Show lining and coating data and thicknesses.

Installation Instructions Required per installation instruction requirements.

O & M Instructions Required per operation and maintenance Instruction requirements.

SUBMITTAL DESCRIPTION
Submit certified test results for leakage and hydrostatic tests Submit certified report of testing of factory-applied linings Certificate of Compliance
Submit affidavit of compliance with AWWA C509 / AWWA C515 Warranty Furnish one-year warranty from date of final acceptance

1.6 DELIVERY, STORAGE AND HANDLING
A. Manufacturer’s instruction and warranty requirements for delivery, storage and handling of gate valves shall be strictly followed.

1.7 UNIT PRICES
A. Payment for the Work in this section shall be included as part of the lump-sum or unit-price bid amount for which such Work is appurtenant thereto.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Acceptable manufacturers include the following:

ITEM MANUFACTURER MANUFACTURER

LOCATION
M&H Valve (a Div. of McWane Inc) A-2361 RS Anniston AL
Mueller Co. A2361 Decatur, IL
Clow Valve Model 2638 Corona, CA
American Flow Control Series 2500 Birmingham, AL
Resilient
Wedge Gate
Valve (Potable
Water C515)
Accepted equal

2.2 MATERIALS
A. Resilient-wedge gate valves and tapping valves shall comply with AWWA C515 B. Resilient wedge gate valves for potable water service shall be constructed of the following materials:

ITEM MATERIAL SPECIFICATION
Body Ductile Iron ASTM A536 Grade 65/45/12

ITEM MATERIAL SPECIFICATION
Stem and stem nut Cast, forged or rolled
bronze
Maximum 7% zinc, 2% aluminum
minimum tensile strength = 70,000 psi
yield strength of = 40,000 psi
elongation >15 percent in 2-inches
Visibly mark stem to show compliance with above.

Wedge Ductile Iron with
Vulcanized Rubber
Coating
Body Bolts Stainless Steel SAE Type 316 with anti-seize lubricant Ductile Iron Raised or plain faced
Pressures 0-275 psi ASME/ANSI B16.1 Class 125 Cast Iron or ASME/ANSI B16.42 Class 150 Ductile Iron
Flanges
Alignment Boltholes of flanged valves shall straddle horizontal and vertical centerlines of pipe run to which valves are attached.

Flange Bolts, Nuts,
Washers and Gaskets
Various steels Per Manufacturer
Lining Fusion-Bonded
Epoxy
Per AWWA C550
Meet NSF 61 for potable water applications
Do not coat sealing areas and bronze or stainless
steel parts.

Exterior Finish Coat Fusion-Bonded
Epoxy
Per AWWA C550
Polyethylene
Encasement on Buried
Valves (except where
valve is wax tape
coated)
Polyethylene AWWA C105 2 layers of 8 mil wrap
C. The following product design criteria, options and accessories are required for resilientwedge gate valves:

ITEM DESCRIPTION
Design Criteria Provide O-ring stem seal. After valves are assembled and tested, manufacturer's name or symbol, size of valve, year of manufacture, and working pressure shall be cast in the bonnet or body of the valve.

Body shall have arrow cast in metal to indicate direction of opening, Valve stems shall be cast integral with stem collar. Stem nuts shall be independent of wedge. Wedge shall have sealing surfaces permanently bonded and encapsulated with resilient material. Each valve shall have a smooth unobstructed waterway free from any sediment pockets. Stuffing

ITEM DESCRIPTION
boxes shall be O-ring seal type with two rings located in stem above thrust collar. Low friction torque reduction thrust bearings shall be located both above and below the stem collar.

Valves connecting to mains shall be flanged on main side unless otherwise shown.

Rated Working Pressure 150 psi
Operator Handwheel / 2-inch AWWA nut
Stem Non-rising stem
Position Indicator Required
Valve Actuators – Above
Ground
Operation Valve shall open with counterclockwise
operator rotation
Operator Enclosed gear or screwed rod type with
2-inch AWWA nut
Stem Non-rising stem
Position Indicator Required
Valve Actuators - Buried
Operation Valve shall open with counterclockwise
operator rotation
Stem nut extension Required on valves buried 4 feet or deeper Center extension in valve well using guide.

PART 3 - EXECUTION

3.1 PREPARATION
A. Make field measurements needed to install gate valves before submitting shop drawings or ordering. Make minor changes in dimensions and alignments as needed to avoid utilities or structural conflicts.

3.2 INSTALLATION
A. Gate valves shall be furnished and installed by the Contractor at the location shown on Plans and Submittals.

B. The following installation standards shall be followed:

1. Manufacturer’s installation and warranty requirements

2. Applicable OSHA and Cal OSHA regulations
C. Install gate valves to tolerances recommended by manufacturer. Unless otherwise shown, install gate valves true and level using precision gauges and levels.

D. Refer variances between manufacturer’s installation instructions and Contract Documents to Owner’s Representative.

E. Buried gate valves shall be installed as follows:

1. Install and connect gate valve according to manufacturer’s installation and warranty requirements.

2. Wrap two layers of 8-mil AWWA C105 polyethylene encasement around valve and flanges and secure with plastic adhesive tape wrapped around valve stem below operating nut to prevent entrance of soil. Fold overlaps twice and tape. Backfill with care to protect polyethylene.

3. Place and compact backfill to height of valve stem.

4. Place block pads under extension pipe to maintain valve box in vertical position during backfilling and repaving and to prevent extension pipe from contacting valve bonnet.

5. Mount upper slip pipe of extension in mid-position and secure with backfill around extension pipe.

6. Pour concrete ring allowing a depression so valve box cap will be flush with finished surface.

3.3 FIELD QUALITY CONTROL
A. Valves shall be tested at the same time that the connecting pipelines are pressure tested and in accordance with the sections of the Contract Documents covering testing. Valves, operators, or control and instrumentation elements whose pressure rating is less than the test pressure shall be protected or isolated during pressure testing.

B. Field testing shall include the following:

ITEM TEST FOR

TEST STANDARD
(ASTM OR OTHER

TEST STANDARD) FREQUENCY

FIRST TEST

PAID FOR
BY

RETESTS

PAID FOR
BY
Installation &
Leakage
Visual inspection for drip
tight finished installation
under pressure.
1 inspection Owner Owner
Pressure Test See section 15040. 1 test Contractor Contractor Actuator Operate valve through 10
full cycles of opening and
closing. Valve shall
operate from full open to
full close without sticking,
or binding and without
required operating torque
exceeding 150 ft-lbs at
any point
1 test Contractor Contractor
Field
Performance
Demonstrate compliance
to Contract Documents
and Manufacturers’
printed Literature
1 test Contractor Contractor
Gate
Valve
11 month
Warranty
Inspection
Demonstrate compliance
to Contract Documents
and Manufacturers
printed Literature
1 test Owner Contractor

DIVISION IX TRAFFIC CONTROL DEVICES
82 SIGNS AND MARKERS
Add to the end of section 82-3.04 Payment
Roadside Signs shall be measured and paid for per each.

Payment per each for Roadside Sign shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing roadside sign, including footings, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Install Roadside Sign Post shall be measured and paid for per each.

Payment per each for Install Roadside Sign Post shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing roadside sign post, including all appurtenances, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Relocate Sign shall be measured and paid for per each.

Payment per each Relocate Sign, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in relocating sign, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Add to the end of section 82-5.04 Payment
Pavement markers shall be installed in accordance with Section 85, “Pavement Markers,” of the City of Roseville’s Construction Standards.

Pavement Markers shall be measured and paid for per each.

Payment per each for Pavement Marker, of the type and style listed on the plans or in the bid items list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing pavement markers, as shown on the plans as specified in the City’s Construction Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Pavement Markers shall be measured and paid for per each.

Object Markers shall be measured and paid for per each.

Payment per each for Object Marker (Type K or O), of the type and style listed on the plans or in the bid items list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing object markers, as shown on the plans as specified in the City’s Construction Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
84 MARKINGS
Add to the end of section 84-2.04 Payment
Thermoplastic pavement markings shall be measured and paid for per square foot.

Payment per square foot for Thermoplastic Pavement Markings, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing thermoplastic pavement markings, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

The payment quantity for a traffic stripe is the length measured along the line of the traffic stripe without deductions for gaps in the broken traffic stripe. A double extruded thermoplastic traffic stripe consisting of two 4-inch-wide yellow stripes is measured as 2 traffic stripes. A double sprayable thermoplastic traffic stripe consisting of two 4-inch-wide yellow stripes is measured as 1 traffic stripe. A double traffic stripe consisting of two 4-inch-wide yellow stripes separated by a 3-inch-wide black stripe is measured as a single traffic stripe.

Payment per linear foot for Thermoplastic Traffic Stripe of the type, color and width shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing thermoplastic traffic stripe, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

MMA Colored Pavement Marking
The green bike lane surfacing material must have Green pigment and anti-skid abilities.

The approved color pigmented resin shall comply with FHWA green color guidelines for bike lanes. A sample of the material that shows the color when dry (not a color chip) must be provided to the City for review and written approval at least seven (7) calendar days prior to ordering materials or installing any green markings.

Material Properties:

The green colored bike lane and white colored markings material shall be a methyl methacrylate (MMA) acrylic based resin system used for color pavement marking and anti-skid surfacing. The resin, catalyst, and aggregate compounds shall be capable of full cure in a wide range of temperatures without requiring external heat sources.

Properties Unit of Measure Test
Neat Resin:

Tensile Strength 2000 psi (14MPa) min ASTM D638
Elongation 70% min ASTM D638
Tensile Modulus of Elasticity 1370 psi (9.5 MPa) min ASTM D638 Hardness 15 – 20 Shore D ASTM D2240
Water Absorption 0.25% max ASTM D570
Density 13.42 lb/gal (1.6 gm/ml) ASTM D2849
Pot Life 15 minutes @ 72˚F (22˚C) AASHTO T237
Flash Point 50˚F (10˚C) ASTM D1310
Solids Content 99% ASTM D1644
Skid Resistant 45 minimum ASTM E274
Aggregate:

Specific Gravity 2.65 ASTM C128
Hardness 7.0 Mohs Scale
Material Color:

The daytime chromaticity coordinates for the color used for green colored bike lanes shall be as follows:
1 2 3 4
x y x y x y x y

0.230 0.754 0.266 0.500 0.367 0.500 0.444 0.555
The daytime luminance factor (Y) shall be at least 7, but no more than 35.

The nighttime chromaticity coordinates for the color used for green colored bike lanes shall be as follows:
1 2 3 4
x y x y x y x y

0.230 0.754 0.336 0.540 0.450 0.500 0.479 0.520
Surface Preparation:

Before applying colored pavement material, cover manholes, valve and monument covers, grates, or other exposed facilities located within the area of application, using a plastic or oil resistant construction paper secured by tape or adhesive to the facility being covered.

All surfaces that are to receive colored pavement material shall be thoroughly clean, dry, and free of all dirt, grease, and other contaminates that might interfere with proper adhesion.

Clean the pavement surface using high pressure water, compressed air, sandblasting, shotblasting, or mechanical abrasion. The surface should be visibly dry and the moisture content should be tested according to ASTM D4263 (modified to 2 hours). New asphalt shall have been placed for a minimum of 15 days prior to installation of the colored pavement material and surface oils shall not be present. The temperature of the pavement and air shall be between 40˚F - 104˚F (5˚C - 40˚C).

All areas to be coated shall be masked prior to application of primer and masked again prior to application of the colored pavement material.

In areas where colored pavement material is to be applied on top of slurry seal, slurry seal must be allowed to cure for a minimum of two weeks prior to cleaning and application.

Mixing and Application:

Mixing and applying colored pavement material and primer shall be in accordance with the manufacturer's instructions.

Contractor shall follow manufacturer’s guidelines regarding atmospheric conditions. Coating application shall not proceed if precipitation is forecast for the immediate 24 hours after the intended date of application.

Application must follow manufacturer’s recommended cure times between layers and before opening to traffic. Lanes must be opened to traffic within one hour after the minimum cure time as recommended by the manufacturer expires.

The Contractor shall protect the pavement markings from damage and allow them to fully cure prior to allowing traffic to drive over markings. Any damage shall be corrected by the Contractor at the Contractor’s expense.

Measurement and Payment:

The contract unit price paid per square foot for MMA Colored Pavement Marking shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in the production, delivery, and placement of MMA colored pavement marking, as specified in these Special Provisions, as specified in the Standard Specifications, as shown on the Plans, and as directed by the Engineer and no additional compensation shall be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION X ELECTRICAL WORK
86 GENERAL
Add to the end of Section 86-1.04 Payment
Payment shall be at the lump sum price bid on a per intersection basis as shown below. Payment shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, for doing all work involved with the traffic signal modifications as shown on the Plans, as specified in the City of Roseville Standard Plans and Specifications, Caltrans Standard Plans and Specifications, and as directed by the Engineer and no additional compensation will be allowed therefore.  Pleasant Grove Boulevard / Woodcreek Oaks Boulevard: Traffic Signal Modification  Pleasant Grove Boulevard / Country Club Drive: Traffic Signal Modification  Pleasant Grove Boulevard / Foothills Boulevard: Traffic Signal Modification Ordering of traffic signal equipment shall be the first item of work within fifteen days after receiving notice to proceed. Contractor may request material costs for “Standards, Poles, Pedestals, and Posts” per 86-

1.02J to be paid upon receipt.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
96 GEOSYNTHETICS
Add to the end of section 96 Construction
Paving mat shall be TruPave paving mat or approved equal.

Add to the end of section 96 Payment
Full compensation per square foot of Paving Mat, shall include full compensation for furnishing all the labor, materials including cement, tools, equipment and incidentals and for doing all the work involved in purchasing, installing, and placing paving mat, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

BLUE OAKS BL

WASHINGTON BL

FIDDYMENT RD

SANTUCCI BL

BASELINE RD

WESTBROOK BL

PLEASANT GROVE BL

BLUE OAKS BL
F
O
O
T
H
I
L
LS
BL

VISTA GRANDE BL

JUNCTION BL
MARK
E
T
S
T
BLUE

OAKS BL

ROSEVILLE PW
W

OODCREEK
OA
K
S
B
L

VERNON ST

ROSEVIL LE PW

PLEASANT

GROVE BL

FOOTHILLS
BL

ATLANTIC ST

DOUGLAS BL DOUGLAS BL

JUNCTION BL
DE
L
WEB
B
B
L

INDUSTRIAL AV
HWY 65 S
HWY 65 N
I80 E

PLEASANT

GROVE BL

SANTUCCI
BL
S:\Arcdata\publicworks\GIS\CIP\Project_Area_Maps\Pleasant Grove Widening Project.aprx 7/25/2023 Pleasant Grove Widening Project
Public Works - Engineering
Pleasant Grove Widening Project Location Map
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Miles

COUNCIL COMMUNICATION
CC #: 2857
File #: 0102-04
Title: Council Discretionary Funds - The Gathering Inn
Contact: Melissa Lipp 916-774-5268 [email protected] Meeting Date: 8/16/2023
Item #: 7.2.

RECOMMENDATION TO COUNCIL
Recommend City Council consider a request for sponsorship of $3,000 from Council Discretionary Funds for The Gathering Inn's fourth annual Gathering for Hope 2023 event on November 17, 2023.

BACKGROUND
The Citizens’ Benefit Fund was established in 1993 with the net proceeds from the sale of the Roseville Hospital. The City Council may, after receiving the recommendation of the Roseville Grants Advisory Commission, annually appropriate up to 90 percent of the annual earnings of the Citizens’ Benefit Fund for the purpose of improving the quality of life for the citizens of the City of Roseville. The City Council, without the recommendation of the Roseville Grants Advisory Commission, may annually appropriate a minor amount up to $15,000 of the annual earnings for the purpose of improving the quality of life in Roseville.

FISCAL IMPACT
There is no fiscal impact to the City’s General Fund. Annually, the Assistant City Manager/Chief Financial Officer allocates $15,000 of the annual earnings on the Citizens’ Benefit Fund per section 4.06.040 in the Municipal Code and includes it in the annual budget along with the Citizens’ Benefit Fund resources available for appropriation each year. These earnings are restricted for the purpose of improving the quality of life for Roseville residents and appropriated by the City Council.

The balance remaining in the Council's Discretionary Funds for FY2023-24 is $17,822.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of discretionary funds meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Supporting community engagement and advocacy
Respectfully Submitted,
Melissa Lipp, City Clerk Technician
Carmen Avalos, City Clerk
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Gathering for Hope 2023

COUNCIL COMMUNICATION
CC #: 2873
File #: 0600
Title:

Exploratory Work Experience Education Program - Cooperative Vocational Education Agreement
Contact: Iulia Tarasova 916-774-5292 [email protected] Meeting Date: 8/16/2023
Item #: 7.3.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a Cooperative Vocational Education Agreement with Roseville Joint Union High School District (RJUHSD).

BACKGROUND
Roseville Joint Union High School District coordinates Exploratory Work Experience Education (EWEE) programs for students to sample a variety of job opportunities to determine their interest and suitability for the occupation they are exploring and to supplement the curriculum they are actively engaged in at school. Through unpaid internship opportunities students gain valuable, hands-on work experience. By execution of this agreement, the City of Roseville would provide the EWEE students internship learning opportunities and oversight. Internship placements, as detailed in the Cooperative Vocational Education Agreement, will not displace current City employees, nor fill funded vacancies, nor result in performance of work otherwise performed by a City employee or position. Pursuant to the Education Code Section 51769, RJUHSD shall be considered the employer and therefore agrees to secure Worker’s Compensation Insurance for students during their uncompensated internship activities.

In recent years, the City of Roseville has engaged in collaborative efforts with RJUHSD and organizations such as Innovative Pathways to Public Service (IPPS) to proactively advance civics education and heighten awareness regarding public sector career opportunities among high school students. This collaborative initiative has proven highly valuable, providing students with exceptional prospects to explore the City's multifaceted functions and the extensive array of careers it encompasses. Throughout the 2022-2023 academic year, a total of 6 high school students were afforded invaluable experiential learning within their designated departments, facilitating their professional growth. Furthermore, for the upcoming Fall 2023 semester, an additional 10 students have been successfully identified for internships within various departments, further expanding the program's reach and impact.

In May 2023, the commendable achievements resulting from this collaboration have been recognized by the esteemed Judy Kelsey Memorial Fund, which has generously granted $5,000 funding for the Human Resources Intern tasked with the development of a full-time 6-week summer internship program in partnership with the RJUHSD for summer of 2024. The primary objective of this program will be to provide high school students with an immersive internship experience that equips them with practical skills and comprehensive knowledge of City services and career paths. Ultimately, this program will help prepare the next generation of public sector employees. It will also be designed to provide direct bilingual outreach to diverse communities in the City of Roseville to ensure families for whom English is a second language understand the value of the program for their high school students. By implementing these crucial initiatives, the City of Roseville demonstrates its unwavering commitment to fostering inclusivity and maximizing the far-reaching benefits of the internship program for all students, including the expanding immigrant populations in the local area. Furthermore, these initiatives are intricately aligned with the City's overarching goal to support community engagement and advocacy by focusing outreach to and engagement with younger populations which will develop a talent pipeline for the City workforce. To support these efforts, the recommended agreement with RJUHSD will continue the formal internship program that complements their existing EWEE programs.

FISCAL IMPACT
There is no fiscal impact associated with the Cooperative Vocational Education Agreement.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The proposed execution of a Cooperative Vocational Education Agreement meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy
Goal E - Deliver exceptional city services
Respectfully Submitted,
Iulia Tarasova, HR Intern
Stacey Peterson, Human Resources Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-339
RJUHSDAgreement
RESOLUTION NO. 23-339

APPROVING A COOPERATIVE VOCATIONAL EDUCATION AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND ROSEVILLE JOINT UNION HIGH SCHOOL

DISTRICT, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT

ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a Cooperative Vocational Education Agreement, regarding the Exploratory Work Experience Education (EWEE) program, by and between the City of Roseville and Roseville Joint Union High School District, has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2020, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

COUNCIL COMMUNICATION
CC #: 2878
File #: 0103 & 0103-41-03 & 0103-22
Title:

Board of Appeals and Local Sales Tax Citizens' Oversight Committee - Unscheduled Vacancy Appointments
Contact: Katrina Six 916-774-5267 [email protected] Meeting Date: 8/16/2023
Item #: 8.1.

RECOMMENDATION TO COUNCIL
Recommend Council appoint one (1) individual to the Board of Appeals to a term expiring December 31, 2026 from the applications received from: Bob Bettencourt, Eric Rude, Sherry Rutledge, Louise Santiago, Robert Schmitt, and Patrick Vitalone.

Appoint three (3) individuals to the Local Sales Tax Citizens' Oversight Committee to terms expiring June 30, 2027 from the applications received from Bob Bettencourt, Brian Boyd, Jordan Bunnell, Kathryn Kitchell, and Robert Schmitt.

BACKGROUND
The resignation of Steve Miller created an unscheduled vacancy on the Board of Appeals with a term expiring December 31, 2026. During the biennial recruitment for the Local Sales Tax Citizens' Oversight Committee, no applications were received. Therefore, this caused three unscheduled vacancies with terms expiring June 30, 2027. Recruitment for all vacancies occurred in July, video interviews of the applicants were conducted by the City Clerk Department, and the City Attorney’s Office reviewed the Statements of Economic Interest (Form 700) for potential conflicts of interest. The application, video interviews, and confidential attorney review are compiled and provided to the City Council for consideration.

FISCAL IMPACT
There is no fiscal impact.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The appointment of members to boards or commissions meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy
Respectfully Submitted,
Katrina Six, City Clerk Technician
Carmen Avalos, City Clerk
_____________________________
Dominick Casey, City Manager

COUNCIL COMMUNICATION
CC #: 2881
File #: 0400-04-12-1 & 0400-07-01
Title:

Sierra Vista Specific Plan Parcel KT-41A & KT-41B (6000 Baseline Road) Erickson Senior Living – Development Agreement Amendment, Major Project Permit Stage 1, Major Project Permit Stage 2, and Lot Line Adjustment
Contact: Sean Morales 916-774-5282 [email protected] Meeting Date: 8/16/2023
Item #: 9.1.

RECOMMENDATION TO COUNCIL
At the July 13, 2023, Planning Commission meeting, the Planning Commission recommended the City Council take the following actions on the project:

1. Consider the 11th Addendum to the Sierra Vista Specific Plan Environmental Impact Report (EIR); and

2. Adopt the five (5) findings of fact and introduce for first reading an ordinance approving the Third Amendment of the Development Agreement by and between the City of Roseville and KV Sierra Vista, LLC.

BACKGROUND
This Council Communication provides a summary evaluation of the project and a summary of the July 13, 2023 Planning Commission hearing. A more detailed background and evaluation is provided in the Planning Commission staff report, included as Attachment 1.

Background/Project Description
The project site is located within the Sierra Vista Specific Plan (SVSP) area, which was adopted on May 5, 2010. The plan area includes 2,064 acres west of Fiddyment Road and north of Baseline Road. The requested entitlements would allow for the development of a 2.1 million square-foot continuing care retirement community (CCRC), consisting of approximately 1,200 independent living units, 40 skilled nursing beds, and 200 assisted living/memory care beds, on a

55.6-acre site. The project includes a Development Agreement Amendment to amend the agreement in order to memorialize the operations and use type classifications of the project as well as timing for needed electrical improvements.

Associated with this request was a Major Project Permit Stage 1 to approve the preliminary development plan. The preliminary plan establishes the configuration of the buildings, rough grading and drainage on-site, vehicular and pedestrian circulation, and the preliminary landscape plan. The entire Erickson Senior Living site is included in the MPP Stage 1 review. A Major Project Permit Stage 2 was also requested to approve the architectural design, landscape treatments, and design guidelines. Only Phase 1 of the project is included in the MPP Stage 2 review. Phase 1 includes five of the fifteen total buildings planned for the site and associated landscape and parking areas. A Lot Line Adjustment was also requested to move the existing lot line that divides the two large lot parcels to better accommodate the proposed site plan. The Planning Commission unanimously approved these entitlements at their July 13, 2023 meeting.

Further discussion and exhibits for these entitlements are included in the Planning Commission staff report (Attachment 1).

Summary Evaluation
As described above, the DA will be amended to memorialize the applicant and City obligations for the use type classification of the project and for the required electrical improvements.

Use Type Classification
The three functions of the Erickson Senior Living project are consistent with two distinct commercial use types found in the Zoning Ordinance Use Type Classifications section 19.08.

The three uses found in the project are listed below followed by the applicable use type and definition in section 19.08.

The Independent Living Units and Assisted Living/Memory Care units are consistent with the Community Care Facility definition: “includes any facility serving as a residence where nonmedical care is provided on a 24-hour basis with central or private kitchen facilities, dining, recreational and other facilities. Typical uses include assisted living facilities and facilities licensed by the State Department of Social Services. Does not include long-term care facilities.” The Skilled Nursing building is consistent with the City’s Long Term Care Facility definition:
“includes an institution or a portion of an institution that is licensed or approved to provide health care under medical supervision for 24 or more consecutive hours as defined by the Health and Safety Code Section 1267.16, as may be amended from time to time. Typical uses include extended care facilities, intermediate care facilities, skilled nursing facilities, hospices and other facilities licensed by the State Department of Health Services.” Both Community Care and Long Term Care Facilities are principally permitted in the GC zone.

Therefore, the Erickson Senior Living project is a principally permitted use on the subject property. However, the uses are only principally permitted as long as they operate in the ways described in the use type classifications. Most importantly, all residents of the independent living units must receive some level of medical care. Without medical care, the units would be considered a Multi-family Residential use and not permitted in the GC zone. Section 2.9 is proposed to be added to the DA to define the CCRC use and what operations are required to be provided to the residents in order to classify the use as a Community Care Facility within the Zoning Ordinance and thus be principally permitted in the GC zone.

California Health and Safety Code requires all providers offering continuing care contracts must also obtain a certificate of authority and a residential care facility for the elderly (RCFE) license.

California Health and Safety Code requires that RCFEs provide the following basic services:
“personal assistance and care; regular observation of physical, mental, emotional, and social functioning; supervision; planned activities; food service; and arrangements for obtaining incidental medical and dental care.” In addition to these services the facility must provide an array of other services as described in DA Exhibit LL. In general, the facility differentiates itself from a Multi- Family Residential use by providing a high level of care and supervision to all of its residents.

Following these operational requirements ensures the use will be consistent with the General Plan and Specific Plan land use designations for the site as well as the Zoning designation.

Additionally, subsection 2.9.1 is proposed to be added within the new DA section 2.9 to memorialize an affordable housing contribution fee the City and applicant have negotiated that will be paid into the City’s housing trust fund. This fee will be assessed on the square footage of the habitable portions of the independent living units and will allow the City to provide financial assistance to affordable housing projects in the future.

Electrical Service
Projected electric demands for buildout of the project exceed the electric demand planned for Parcels KT-41A and KT-41B in the SVSP. Roseville Electric estimates that the Erickson Senior Living project buildout will demand approximately 19.3 megavolt amperes (“MVA”), including 8.2 MVA for Parcel KT-41A and 11.1 MVA for Parcel KT-41B. If the project design exceeds these estimates for electric demand, Landowner shall fund City’s re-evaluation of the electric infrastructure necessary to provide electric service to the project, to the satisfaction of the Electric Utility Director.

Phasing of the project and required infrastructure are outlined in the new DA section 3.11.8 and Exhibit MM. Consistency with the requirements in the DA amendment will ensure that the project can operate in a way that allows Roseville Electric to serve the residents of the site and surrounding areas in a safe and orderly way.

Summary of Planning Commission Meeting
The project was heard by the City's Planning Commission on July 13, 2023. No written comments were received before the commission hearing. The applicant addressed the Commission, spoke in favor of the project, and requested approval by the Commission.

Public testimony was received from two individuals. Both individuals were residents of Fandango Loop in close proximity to the northern portion of the project. The residents raised concerns about construction staging, height of the buildings, privacy concerns, semi-truck parking, increased traffic, and deliveries.

Commission discussed concerns and asked staff for responses:

Construction Staging: Main construction access to the site will be off of Baseline Road, away from the residences on Sierra Village Drive. While initial construction staging may occur on Sierra Village Drive, as the project progresses the construction equipment will be stored on the large project site.

Building Heights: As discussed in the Planning Commission staff report, staff finds that despite the fact that the height of the buildings exceeds the limitations of the General Commercial zone, the lengthy distance of the buildings from the street and neighboring residences provides an appropriate transition in height.

Privacy Concerns: While the height of the buildings will make them visible from nearby homes, the distance from the homes reduces impacts to privacy. Additionally, the project buildings are oriented with the shorter ends facing the residents to the north. This reduces the number of units facing the existing residences.

Semi-truck parking: The applicant has worked with the residents and police to ensure that no vehicles are parking illegally on adjacent streets.

Increased traffic and deliveries: In the Sierra Vista Specific Plan, the site was anticipated for a large format retail use. The adjacent roadways were planned to accommodate this potential use.

The proposed senior living facility is projected to create twenty-five percent of the trips that a large format retail use would have produced. Traffic will therefore be much less than anticipated.

Similarly, the number of deliveries would have been higher in volume and size of vehicle with a large format retail use. Deliveries will occur during normal business hours.

After deliberation, the Planning Commission considered the 11th Addendum to the SVSP Environmental Impact Report (EIR), approved the Major Project Permit Stage 1, Major Project Permit Stage 2, and Lot Line Adjustment, and recommended the City Council approve the Development Agreement Amendment, with a vote of 5 aye, 0 nay, 2 absent.

FISCAL IMPACT
The project is not anticipated to result in any negative impacts to the City’s General Fund. The project will generate construction jobs.

ENVIRONMENTAL REVIEW
Consistent with CEQA Guidelines Section 15164, regarding a previously certified and adopted Environmental Impact Report (EIR), an Addendum to the Sierra Vista Specific Plan EIR (SCH #2008032115, certified May 5, 2010) has been prepared to cover the minor technical changes and additions necessary to describe the impacts of the proposed project. The Addendum did not identify any new environmental impacts from the project.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Sean Morales, Associate Planner
Mike Isom, Development Services Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Attachment 1 PC Staff Report
Attachment 2 PC Exhibit C Stage 1 plans
Attachment 3 PC Exhibit D Stage 2 plans part 1
Attachment 3 PC Exhibit D Stage 2 plans part 2
Attachment 4 PC Exhibit E Design Guidelines
Attachment 5 PC Exhibit F Lot LineAdjustment
Attachment 6 Vicinity Map
Exhibit A Addendum
Ordinance for ThirdAmendment to KV Sierra Vista DA
Exhibit B Development Agreement Amendment

PLANNING DIVISION STAFF REPORT
PLANNING COMMISSION MEETING July 13, 2023
Prepared by: Sean Morales, Associate Planner
ITEM 6.1: Development Agreement Amendment, Major Project Permit Stage 1 and Stage 2, and Lot Line Adjustment – 6000 Baseline Road – SVSP PCL KT-41A & KT-41B – Erickson Senior Living – File # PL22-0207

REQUEST
The applicant requests a Major Project Permit Stage 1 to review the site plan for Erickson Senior Living, a 2.1 million square-foot continuing care retirement community, consisting of approximately 1,200 independent living units, 40 skilled nursing beds, and 200 assisted living/memory care beds, on a 55.6- acre site. A Major Project Permit Stage 2 is also requested to review the building elevations for Phase 1 of the project, which will total approximately 630,000 square feet and include 354 independent living units. A Development Agreement Amendment and Lot Line Adjustment are also requested for the project.

Applicant – Kris Steward, Plan Steward, Inc.

Property Owner – KV Sierra Vista LLC

SUMMARY RECOMMENDATION
The Planning Division recommends that the Planning Commission take the following actions:

1. Consider the 11th Addendum to the Sierra Vista Specific Plan Environmental Impact Report;

2. Recommend the City Council approve the Development Agreement Amendment;

3. Adopt the two (2) findings of fact and approve the Major Project Permit Stage 1 subject to ninety-two (92) conditions of approval;

4. Adopt the two (2) findings of fact and approve the Major Project Permit Stage 2 subject to ninety-two (92) conditions of approval;

5. Approve the Lot Line Adjustment subject to (9) nine conditions of approval.

SUMMARY OF OUTSTANDING ISSUES
There are no outstanding issues associated with this request. The applicant has reviewed and is in agreement with all recommended conditions of approval. The public outreach section of this report contains additional detail on the neighborhood meeting held for this project. As of publication of the staff report, no comments have been received in response to the notice for the Planning Commission meeting.

BACKGROUND
The project site is located at 6000 Baseline Road on Parcels KT-41A and KT-41B within the Sierra Vista Specific Plan (SVSP) on the north side of Baseline Rd. between Westbrook Bl. and Santucci Bl. The approximately 56-acre property has a Zoning Designation of General Commercial (GC) and land use designation of Community Commercial (CC). The site is bordered by Baseline Road with unincorporated Placer County beyond to the south, Open Space parcel KT-81 to the southwest, undeveloped HighDensity Residential parcel KT-30 to the west, Medium-Density Residential parcel KT-21B to the northwest, future neighborhood park KT-52 to the north, Low-Density Residential parcels KT-2, KT-3B, and KT-5 to the northeast, and Community Commercial parcel KT-42 to the east (see Figure 1).

The Sierra Vista Specific Plan (SVSP) was adopted by the City Council on May 5, 2010. The plan area includes 2,064 acres west of Fiddyment Road, and north of Baseline Road. The SVSP established the SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 2 of 24
land use and zoning for properties within the plan area. The Specific Plan includes 8,679 single and multifamily units, 259 acres of commercial, 106 acres of park, 304 acres of open space, 56 acres for schools and 40 acres of urban reserve. At build out, the Plan area is expected to accommodate approximately 20,045 residents and provide 9,000 jobs.

The two subject parcels, KT-41A and KT-41B, were approved with the Phased Large Lot Tentative Subdivision Map to subdivide the entire SVSP area into 150 large lots in 2011. The lots were recorded by Final Map in June 2019 as part of a 5-parcel Large Lot Subdivision owned by KV Sierra Vista LLC.

The current request is for a Major Project Permit Stage 1 to review the site plan for Erickson Senior Living, a 2.1 million square-foot continuing care retirement community, consisting of approximately 1,200 independent living units, 40 skilled nursing beds, and 200 assisted living/memory care beds, on a 55.6- acre site. A Major Project Permit Stage 2 is also requested to review the building elevations for Phase 1 of the project, which will total approximately 630,000 square feet and include 354 independent living units. A Development Agreement Amendment and Lot Line Adjustment are also requested for the project.

The three functions of the Erickson Senior Living project are consistent with two distinct commercial use types found in the Zoning Ordinance Use Type Classifications section 19.08. The three uses found in the project are listed below followed by the applicable use type and definition in section 19.08.

Independent Living Units and Assisted Living/Memory Care: Community Care Facility “includes any facility serving as a residence where non-medical care is provided on a 24-hour basis with central or private kitchen facilities, dining, recreational and other facilities. Typical uses include assisted living facilities and facilities licensed by the State Department of Social Services. Does not include long-term care facilities.

Skilled Nursing: Long Term Care Facility “includes an institution or a portion of an institution that is licensed or approved to provide health care under medical supervision for 24 or more consecutive hours as defined by the Health and Safety Code Section 1267.16, as may be amended from time to time.

Typical uses include extended care facilities, intermediate care facilities, skilled nursing facilities, hospices and other facilities licensed by the State Department of Health Services.” Both Community Care and Long Term Care Facilities are principally permitted in the GC zone. Therefore, the Erickson Senior Living project is a principally permitted use on the subject property. However, the uses are only principally permitted as long as they operate in the ways described in the use type classifications. Most importantly, all residents of the independent living units must receive some level of medical care. Without medical care, the units would be considered a Multi-family Residential use and not permitted in the GC zone. The requirements are described in more detail in the Development Agreement Amendment proposed with the project. The amendment is discussed in the evaluation section of this report.

SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 3 of 24
Figure 1: Project Location (bordered in red)

PROJECT DESCRIPTION
Development Agreement Amendment – The project site is within the area covered by the Baseline P&R Development Agreement. The applicant proposes to amend the agreement in order to memorialize the operations and use type classifications of the project as well as timing for needed electrical improvements.

Major Project Permit Stage 1 – The intent of the Major Project Permit (MPP) process is to streamline the review of large and diverse projects that could be constructed over a period of several years. The MPP process allows for the resolution of site issues prior to the review of more detailed architectural and landscape issues that may not be finalized at the time the site plan is ready. Stage 1 consists of the approval of a preliminary development plan. The preliminary plan will establish the configuration of the buildings, rough grading and drainage on-site, vehicular and pedestrian circulation, and the preliminary landscape plan. The entire Erickson Senior Living site is included in the MPP Stage 1 review.

Major Project Permit Stage 2 – Stage 2 of the Major Project Permit includes review of the architectural design, landscape treatments, and design guidelines. Only Phase 1 of the project is included in the MPP Stage 2 review. Phase 1 includes the five buildings shown in Table 1 below and associated landscape and parking areas.

Table 1. Phase 1 Buildings
Phase Building Stories Units Total SF
1 Marketing
Center 1 0 5,175
1 RB 1.1 5 113 211,010
1 CB 1.0 1 . 14,720
Project Site
Sierra Village Dr.

Baseline Rd.

Santucci Bl.

Westbrook Bl.

Open
Space
SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 4 of 24
Lot Line Adjustment – The applicant proposes to move the existing lot line that divides the two large lot parcels to better accommodate the proposed site plan.

EVALUATION: DEVELOPMENT AGREEMENT AMENDMENT
Section 19.84.040 of the City of Roseville Zoning Ordinance specifies that recommendations for approval or denial of a Development Agreement (DA), including Amendments, shall include consideration of the following:

1. Consistency with the objectives, policies, general land uses and programs specified in the General Plan and the Sierra Vista Specific Plan;

2. Consistency with the provisions of the City of Roseville Zoning Ordinance;

3. Conformity with the public health, safety and general welfare;

4. The effect on the orderly development of the property or the preservation of property values; and

5. Whether the provisions of the Agreement shall provide sufficient benefit to the City to justify entering into the Agreement.

Development Agreements (DAs) are binding contracts that set the terms, rules, conditions, regulations, entitlements, responsibilities, and other provisions relating to the development of the covered properties.

The project includes a third amendment of the Baseline P&R DA (Exhibit B). The DA will be amended to memorialize the applicant and City obligations for the use type classification of the project and for the required electrical improvements.

Use Type Classification
Erickson Senior Living proposes to construct the first continuing care retirement community (CCRC) in the City of Roseville. In many ways the community will function similar to a Multi-Family Residential development, which would not be permitted within the GC zone. Section 2.9 is proposed to be added to the DA to define the CCRC use and what operations are required to be provided to the residents in order to classify the use as a Community Care Facility within the Zoning Ordinance and thus be principally permitted in the GC zone.

California Health and Safety Code requires all providers offering continuing care contracts must also obtain a certificate of authority and a residential care facility for the elderly (RCFE) license. California Health and Safety Code requires that RCFEs provide the following basic services: “personal assistance and care; regular observation of physical, mental, emotional, and social functioning; supervision; planned activities; food service; and arrangements for obtaining incidental medical and dental care.” In addition to these services the facility must provide an array of other services as described in DA Exhibit LL. In general, the facility differentiates itself from a Multi-Family Residential use by providing a high level of care and supervision to all of its residents. Following these operational requirements ensures the use will be consistent with the General Plan and Specific Plan land use designations for the site as well as the Zoning designation.
1 RB 1.2 5 124 214,325
1 RB 1.3 6 117 184,075
Phase 1 Subtotal 354 629,305
SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 5 of 24
Additionally, subsection 2.9.1 is proposed to be added within the new DA section 2.9 to memorialize the affordable housing contribution fee the applicant will be required to pay per square foot of the habitable portions of the independent living units. This fee provides sufficient benefit to the City, by contributing to the City’s affordable housing trust fund, to justify entering into the agreement to allow the proposed CCRC use. The independent living units are similar to a Multi-Family Residential use. If the project was multifamily, a minimum of 10% of the units would be required to be affordable. The proposed affordable housing contribution fee is meant to create a similar benefit to the city in fees as a comparable multifamily project would contribute in affordable housing units.

Electrical Service
Projected electric demands for buildout of the project exceed the electric demand planned for Parcels KT-41A and KT-41B in the SVSP. Roseville Electric estimates that the Erickson Senior Living project buildout will demand approximately 19.3 megavolt amperes (“MVA”), including 8.2 MVA for Parcel KT41A and 11.1 MVA for Parcel KT-41B. If the project design exceeds these estimates for electric demand, Landowner shall fund City’s re-evaluation of the electric infrastructure necessary to provide electric service to the project, to the satisfaction of the Electric Utility Director.

EVALUATION: MAJOR PROJECT PERMIT STAGE 1
Section 19.82.030.B.2.a of the City of Roseville Zoning Ordinance specifies that recommendations for approval or denial of a Major Project Permit Stage 1 shall include consideration of the following:

1. The Preliminary Development Plan is consistent with the General Plan, applicable Specific Plan, and adopted City design guidelines; and

2. The design and installation of the Preliminary Development Plan shall not be detrimental to the public health and safety, or be materially detrimental to the public welfare.

Site Design
The proposed site plan (Figure 2) shows the proposed layout of the Erickson Senior Living development.

At full buildout, the project will include fourteen buildings, though many of the buildings are interconnected (Exhibit C). A list of buildings is included as Table 2 below. The buildings are spread over the 55.6-acre property and do not have frontage on any public streets but contain access via the network of drive aisles and pedestrian and bicycle pathways. A continuous drive aisle circles the entire site and there are various parking areas within this ring road for access to the buildings within. In addition to open air parking lots, there are five parking areas thar are located below second floor amenity areas. These covered parking areas provide direct access to building entrances without exposure to weather.

SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 6 of 24
Table 2. Building Summary
Phase Building Stories Units Beds Total SF
Phase 1
1 Marketing
Center 1 0 0 5,175
1 RB 1.1 5 113 0 211,010
1 CB 1.0 1 . 0 14,720
1 RB 1.2 5 124 0 214,325
1 RB 1.3 6 117 0 184,075
Phase 1 Subtotal 354 0 629,305
Phase 2
2 RB 1.4 6 117 0 151,900
2 RB 1.5 6 117 0 198,409
Phase 2 Subtotal 234 0 350,309
Phase 3
3 Assisted Living 4 0 200 155,568
Phase 3 Subtotal 0 200 155,568
Phase 4
4 RB 2.1 5 113 0 185,526
4 CB 2.0 1 0 0 19,077
4 RB 2.2 6 117 0 194,440
4 RB 2.4 5 124 0 125,240
Phase 4 Subtotal 354 0 524,283
Phase 5
5 RB 2.3 6 141 0 277,240
5 RB 2.5 6 117 0 171,612
Phase 5 Subtotal 258 0 448,852
Phase 6
6 Skilled Nursing 1 0 40 27,262
Phase 6 Subtotal 0 40 27,262
Total 1,200 240 2,135,579
SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 7 of 24
Figure 2. Site Plan
Vehicle and Pedestrian Access and Circulation
There are four driveways that provide ingress and/or egress for the site. One driveway is located on each street; Baseline Rd., Santucci Bl., Sierra Village Dr., and Westbrook Bl. Traffic consultants Kimley-Horn evaluated access to the site in a local traffic evaluation memorandum that is included in the addendum (Exhibit A). The main entrance for residents and guests to the site will be from a driveway on Baseline Road. There will be a guard shack at this entrance to monitor access. Two lanes are provided for the entrance and ample stacking is provided to ensure vehicles do not back up onto Baseline Rd. A rightturn deceleration lane will be provided on Baseline Rd. The driveway on Santucci Bl. is strictly for use of a Park and Ride parking lot. The lot is adjacent to a future bus stop on Santucci Bl. A total of 50 spaces are provided in the lot, consistent with the SVSP. The driveway on Sierra Village Drive is a secondary entrance allowing ingress and egress for residents and will be gated. The driveway on Westbrook Bl. will allow ingress and egress for Emergency Vehicle Access as well as egress only for residents. A loop road provides access to various buildings and parking areas throughout the development.

Pedestrian access is available at each of the driveway entrances including pedestrian only gates on Santucci bl. and Westbrook Bl. Walking paths provide access throughout the site, including across amenity areas where vehicles are not permitted. In addition to paved outdoor paths, raised corridors provide protected access between many of the buildings.

Building Height
Building architecture is reviewed in detail in Stage 2 of the MPP process (Exhibit D). However, Zoning Ordinance section 19.82 states MPP Stage 1 review includes “Location, estimated floor area and intended use of all proposed buildings, structures and other improvements, including maximum heights.” The project consists of buildings with a range of heights including 1, 4, 5, and 6 floors. Zoning Ordinance section 19.12.030 lists the maximum height in the General Commercial zone as 50 feet. It also states that building heights may be modified through the design review process. The applicant proposes to exceed the maximum allowed height in the General Commercial zone with the six floor buildings proposed at approximately 77 feet tall.

The Commercial Development chapter of the Community Design Guidelines (CDG) includes a section related to building form and massing. The guidelines encourage the use of high-quality architecture as well as building separation to reduce the impact of form and mass on neighboring properties. Consistent with CDG CC-41, the Erickson Senior Living project employs varied wall plane, roofline, and building SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 8 of 24
form to create a visually engaging design. Balconies and other building pop outs with a mix of materials including fiber cement plank siding and smooth stucco in varying colors are used across all building elevations for visual interest. CDG CC-42 encourages a gradual transition of building height and mass.

The project proposes a gradual transition by providing large setbacks from the property lines adjacent to residential uses. The closest multi-story building to the low-density residential subdivision to the north is building RB2.4, which is 5 stories tall (approximately 66 feet). A section view of RB2.4 in relation to the homes across Sierra Village Drive is provided in Figure 3 below.

On the north side of Sierra Village Drive, a 28-foot landscaped paseo separates the rear fence of the residential properties from the street. The homes have a rear setback of approximately 17 feet, creating an overall distance to the street of 45 feet. By contrast, building RB2.4 is set back 107 feet from Sierra Village Drive. One way to compare the relationship between the different building types and the street is to compare the ratios of height to setback. A comparison is included in Table 2 below. The ratio shows that the proposed Erickson Senior Living building setbacks are proportionally comparable to the setback of the adjacent residences to Sierra Village Drive as their ratio is almost identical. While the Erickson Senior Living buildings are taller in overall height, they are significantly farther from the street, creating a proportionately gradual transition from the street, as encouraged in the CDG.

Table 2. Height to Setback Ratio
Building Total Floors Total Height Building Setback
to Street
Height/Setback
Ratio
5133 Fandango Lp. 2 28’ 45 .62
Erickson RB2.4 5 66’ 107’ .62
Figure 3. Building Height Section
The CDG also encourages landscaping and architectural detail at the street level to enhance the pedestrian scale. The Erickson Senior Living building accomplish this goal by providing a base material such as brick or stone on all buildings. Landscape is provided throughout the development including multiple layers of trees at the base of the buildings as well as along the street to enhance the pedestrian scale. Given that the form and massing is consistent with the CDG, staff finds the building heights will not be detrimental to public safety and welfare.

Parking
A total of 1,872 parking spaces are provided on-site including outdoor and covered parking areas. The City’s Zoning Ordinance parking standards has three separate parking requirements for the three uses included in the development. The independent living units function similar to a multi-family senior apartments project. The assisted living use is similar to community care. The skilled nursing facility SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 9 of 24
operates under the long term care use type. A summary of the parking requirements are included in Table 2 below. Based on the combined uses in the development, there is a surplus of 312 spaces within the project.

Table 2. Required Parking
Use Parking Standard Required Parking Total Provided Surplus Independent Living
Units (Senior
Apartments)
1/unit plus 1/10
units for guests
1,200 plus 120 =
1,320 spaces
Assisted Living
(Community Care)
.75/bed 200 x .75 =
150 spaces
Skilled Nursing
(Long Term Care)
1/3 employees
plus 1/3 beds
40/3 plus 80/3 =
40 spaces
Park and Ride Lot 50 spaces 50 spaces
Total 1,510 spaces 1,872 spaces 312 spaces
Conclusion
The MPP Stage 1 is consistent with the allowed uses in the General Plan, Specific Plan, and Zoning Ordinance. The site plan also adheres to the guidelines of these documents by providing adequate access and parking for the users for the site in addition to minimizing any impacts on surrounding uses.

The site plans therefore will not be detrimental to public health or welfare.

EVALUATION: MAJOR PROJECT PERMIT STAGE 2
Section 19.82.030.C.2.a of the City of Roseville Zoning Ordinance specifies that recommendations for approval or denial of a Major Project Permit Stage 2 shall include consideration of the following:

1. The architecture and landscaping is consistent with the General Plan, applicable specific plan, and adopted City design guidelines; and Phase I approval; and

2. The design shall not be detrimental to the public health and safety, or be materially detrimental to the public welfare.

Architecture
The CDGs suggest that developments with multiple buildings develop an architectural theme throughout the project. The overall architectural theme is a modern design with buildings that employ rectilinear lines but include balconies, wall plane variation, projecting canopies, and varying roof heights to create visual interest (Exhibit D). The applicant established Design Guidelines (Exhibit E) for the development that include colors and materials to be used on each of the buildings. The MPP Stage 2 review is only for Phase 1 of the project, which includes the five buildings highlighted in Figure 4 below, but the Design Guidelines ensure that the architectural theme will also unify all future buildings within the project.

SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 10 of 24
Figure 4. MPP Stage 2 (Project Phase 1) Site Plan
The approved colors and materials include two types of fiber cement plank siding and two stucco colors to be used on the building walls and balconies. Additionally, stone and two types of brick will be used around the base and as accent materials on upper floors. Given the size of the buildings, extra attention is given to providing material and wall plane variation to avoid large blank areas. Figure 5 exemplifies the variation in materials. Six different materials are used on the single elevation for visual interest in addition to the balcony and canopy, which provide wall plane variation.

Figure 5. Building RB1.1 North Elevation Materials Detail Lighting and Landscaping
Landscaping for the project site includes frontage improvements along the perimeter of the property, at project entry points, and within the parking lot. The plantings used are consistent with the SVSP Design Guidelines. The SVSP calls for City Gateway signs at the corner of Baseline Rd. and Santucci Bl. as well as Baseline Rd. and Westbrook Bl. These corners will include enhanced plantings as well as signage marking the entrance into the City. There is a PG&E gas line within the site frontage on Baseline Rd. and no trees are permitted within 10’ of the line. However, the large landscape setback along Baseline Rd. ensures trees Light Brick
Light Stucco
Dark Brick
Smooth Texture
Fiber Cement
Cedar Texture
Fiber Cement
Dark Stucco
SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 11 of 24
will be able to be included along this frontage in addition to smaller plantings consistent with the Guide to Safe Landscaping Near Gas Pipelines. There is also landscaping proposed throughout the interior of the site including around amenity areas such as courtyard seating areas, a small performance ampitheater, pool, and bocce ball courts. In addition to ground level landscaping, there will be landscaping on the deck of covered parking areas with direct connection to the residential buildings. The City’s minimum requirement of 50% shading in parking lots shall be accomplished with a mix of trees as listed in the Design Guidelines and shown on the Landscape Plans adjacent to parking spaces throughout the site. As proposed and conditioned, staff finds the landscape plan meets the intent of the CDG and the SVSP design guidelines, and is consistent with the City’s Water Efficient Landscape Ordinance.

The project will consist of building-mounted light fixtures and parking lot lighting. The parking lot lighting is conditioned to comply with the CDG, which require a minimum of one foot-candle of lighting in the parking areas and 0.5 foot-candle of lighting in the pedestrian walkways. Light standards will have a maximum height of 25’ and be shielded to ensure there is no off-site glare.

Design Guidelines
The applicant submitted a set of preliminary design guidelines with the project. The design guidelines provide a narrative context for the design themes of the project in addition to images and materials that will help guide the architectural design of future building elevations. The overall design theme is contemporary modern. The theme is expressed in the architectural elements and material palette including fiber cement plank siding in addition to stucco walls and base materials of brick and stone. The theme is continued with the examples of fixtures and furnishings including planters and water features with iron and precast elements. Decorative concrete and stamped asphalt are also proposed in key areas and pathways to define the pedestrian environment. Staff will use the design guidelines in addition to the proposed MPP Stage 2 buildings when evaluating future MPP Stage 2 submittals for the elevations to ensure design consistency throughout the development.

Conclusion
The proposed architecture, landscape design, and design guidelines are consistent with the applicable planning documents and will not be detrimental to public health or welfare. The variation in architecture and landscape result in a project with variation and interest despite the large site. The current proposal is consistent with the MPP Stage 1 proposal and the design guidelines ensure future phases will create unified whole.

EVALUATION: LOT LINE ADJUSTMENT
Section 18.010.080 of the City of Roseville Subdivision Ordinance does not list any required findings for a Lot Line Adjustment (LLA); however, a LLA must comply with the following criteria listed below. Each criterion is listed in bold italic font, followed by an evaluation.

1. Compliance with the City of Roseville General Plan.

The subject properties have a land use designation of Community Commercial (CC). As the discussed, the proposed use is consistent with the CC land use designation; therefore, the proposed LLA is in conformance with the General Plan.

2. Compliance with the Zoning Ordinance for the district in which it is located.

The subject properties have a zoning designation of General Commercial (GC) and are located within the SVSP. The City’s Zoning Ordinance establishes minimum development standards for commercial structures located within these zones, but it does not establish any minimum lot sizes or widths. The Lot Line Adjustment does not conflict with any of the City’s development standards. The lot line adjustment will move SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 12 of 24
the lot boundary so as not to conflict with the location of any buildings on-site. The parcel line will be moved to surround the Park and Ride lot, though the applicant will retain ownership of the parcel (Exhibit F).

3. Compliance with the local building regulations.

The California Building Code (CBC) establishes building regulations based upon the type of construction, the use of a building or structure and a building’s proximity to other buildings and property lines. The proposed LLA will not prevent existing and future structures from complying with the local building code regulations and the required building setbacks from the property lines.

4. Provisions for relocation of existing infrastructure or easements.

The project has been reviewed by various departments and divisions within the City of Roseville, and conditions have been recommended to ensure that any relocations of easements or infrastructure are accommodated.

PUBLIC OUTREACH
On February 20, 2023, the applicant held a neighborhood meeting at St. John’s Episcopal Church, approximately 1.3 miles from the project site. The project is in a developing area that does not yet have similar meeting spaces in the immediate vicinity. The applicant team and City staff were present at the meeting, which was held in an open house format from 6pm-7:30pm. Four residents attended the meeting. Three of the attendees represented two households located along Fandango Lp. north of the project site. These residents had concerns about dust created from construction activities and questions about project phasing. Staff followed up with one of these residents with a phone call after the meeting and sent them additional information. The fourth attendee was also a resident of Fandango Lp. and asked questions about the project.

ENVIRONMENTAL DETERMINATION
Consistent with CEQA Guidelines Section 15164, regarding a previously certified and adopted Environmental Impact Report (EIR), an Addendum to the Sierra Vista Specific Plan EIR (SCH #2008032115, certified May 5, 2010) has been prepared to cover the minor technical changes and additions necessary to describe the impacts of the proposed project. The Addendum did not identify any new environmental impacts from the project.

RECOMMENDATION
The Planning Division recommends the Planning Commission take the following actions:

1. Consider the Addendum to the Sierra Vista Specific Plan EIR; and

2. Recommend the City Council approve the Development Agreement Amendment; and

3. Adopt the two (2) findings of fact and approve the MAJOR PROJECT PERMIT STAGE 1 – 6000 BASELINE ROAD – SVSP PCL KT-41A & KT-41B – ERICKSON SENIOR LIVING – FILE #PL22-0207 subject to ninety-two (92) conditions of approval; and

4. Adopt the two (2) findings of fact and approve the MAJOR PROJECT PERMIT STAGE 2 – 6000 BASELINE ROAD – SVSP PCL KT-41A & KT-41B – ERICKSON SENIOR LIVING – FILE #PL22-0207 subject to ninety-two (92) conditions of approval; and

5. Approve the LOT LINE ADJUSTMENT – 6000 BASELINE ROAD – SVSP PCL KT-41A & KT41B – ERICKSON SENIOR LIVING – FILE #PL22-0207 subject to nine (9) conditions of approval.

SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 13 of 24
CONDITIONS OF APPROVAL FOR THE MAJOR PROJECT PERMIT STAGE 1 AND STAGE 2 – FILE #PL22-0207

1. This Major Project Permit approval shall be effectuated within a period of two (2) years from July 13, 2023 and if not effectuated shall expire on July 13, 2025. Prior to said expiration date, the applicant may apply for an extension of time, provided this approval does not extend the expiration beyond July 13, 2026. (Planning)

2. The project is approved as shown in Exhibits C-E and as conditioned or modified below. (Planning)

3. The project shall comply with all required environmental mitigation identified in the Sierra Vista Specific Plan EIR, and shall include all applicable mitigation measures as notes on the grading plans. (All Departments)

4. The project shall be addressed as 6000 Baseline Rd. Refer to the City of Roseville Addressing Guidelines. (Business Services)

5. The applicant shall pay City’s actual costs for providing plan check, mapping, GIS, and inspection services. This may be a combination of staff costs and direct billing for contract professional services.

Project billing may occur up to two (2) months after the end of warranty or the Notice of Termination date for the SWPPP, whichever occurs later. (Engineering, Environmental Utilities, Electric, Finance)

6. The design and construction of all improvements shall conform to the Design and Construction Standards of the City of Roseville, or as modified by these conditions of approval, or as directed by the City Engineer. (Engineering)

7. The applicant shall not commence with any on-site improvements or improvements within the rightof-way until such time as grading and/or improvement plans have been submitted for review and are approved with grading and/or encroachment permits issued by the Department of Development Services – Engineering Division. (Engineering)

8. The approval of this project does not constitute approval of proposed improvements as to size, design, materials, or location, unless specifically addressed in these conditions of approval. The Developer shall submit civil drawings to the Department of Development Services – Engineering Division for review and approval. (Engineering)
PRIOR TO ISSUANCE OF BUILDING PERMITS:

9. Parking lot design shall conform to the City’s design standards, including the following minimum standards for parking stalls:
a. All parking stalls shall be double-striped. Parking stalls adjacent to sidewalks, landscaped areas or light fixtures, and all Accessible stalls shall abut a 6-inch raised curb or concrete bumper. (Planning)
b. Standard – 9 feet x 18 feet; Compact – 9 feet x 16 feet; Accessible – 14 feet x 18 feet (a 9-footwide parking area plus a 5-foot-wide loading area) and a minimum of one (1) parking space shall be Accessible van accessible – 17 feet x 18 feet (9-foot-wide parking area plus an 8-foot-wide loading area). (Planning)
c. An 'exterior routes of travel' site accessibility plan incorporating slope, cross-slope, width, pedestrian ramps, curb ramps, handrails, signage, detectable warnings or speed limit signs or equivalent means shall comprise part of the site improvement plans submitted to City for review, prior to building plan check approvals. This site accessibility plan shall also include:

SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 14 of 24
i. Accessible parking stalls shall be dispersed and located closest to accessible entrances. The total number of accessible parking spaces shall be established by Table 11B-208.2 of the CBC.
ii. Accessible Parking spaces and crosswalks shall be signed, marked and maintained as required by Chapter 11 of the CBC.
iii. Accessible parking and exterior route of travel shall comply with CBC, Sections 11B-206 and 11B-208. (Building)

10. Signs and/or striping shall be provided on-site as required by the Planning Department to control onsite traffic movements. Parking lot striping and signage shall be maintained in a visible and legible manner. (Planning)

11. The plans submitted to the Building Division for permits shall indicate all approved revisions/alterations as approved by the Commission including all conditions of approval. (Planning)

12. The project Landscape Plans shall comply with the following:
a. The Landscape Plan shall indicate the location of, and be designed to avoid conflicts with, all pole-mounted light fixtures and utility equipment including (but not limited to) electric transformers, switchgear, and overhead lines; backflow preventers; fire department connections; and public water, sewer, and storm drain facilities. (Planning, Fire, Environmental Utilities, Electric, Engineering)
b. The tree plantings in the parking lot shall be designed to provide a minimum of 50% shade coverage after 15 years. (Planning)
c. At a minimum, landscaped areas not covered with live material shall be covered with a rock, (3") bark (no shredded bark) or (3") mulch covering. (Planning) d. The landscape plan shall comply with the Landscape Guidelines for the Sierra Vista Specific Plan and the City of Roseville Water Efficient Landscape Ordinance. (Planning, Environmental Utilities) e. Landscaping adjacent to preserve areas shall consist of California native, drought-tolerant groundcover, shrubs, plants, and trees. (Open Space, Planning) f. All landscaping in areas containing electrical service equipment shall conform to the Electric Department's Landscape Requirements and Work Clearances as outlined in Section 10.00 of the Departments "Specification for Commercial Construction." (Electric) g. Slopes within landscape planters shall be no more than 3:1. A two-foot flat bench located at backof-walk shall be included in the landscape area to slow or allow absorption of nuisance run-off from the planters. (Parks, Recreation, and Libraries)
h. All landscaping shall conform to the standards of crime prevention through environmental design with the intent to create natural surveillance, controlling access, and territorial reinforcement to property boundaries. (Police)

13. Any roof-mounted equipment and satellite dishes proposed shall be shown on the building plans.

The equipment shall be fully screened from public streets and the surrounding properties. (Planning)

14. At the time of building permit application and plan submittal, the project applicant shall submit a proposed plan which shows the proposed addressing for the building and dwelling unit numbers. The SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 15 of 24
Building Official, or the designee, shall approve said plan prior to building permit approval. Refer to the City of Roseville Addressing Guidelines. (Building)

15. At the time of building permit application and plan submittal, the project applicant shall submit a proposed plan which shows the proposed suite addressing for individual tenant spaces within the building. The Building Official, or the designee, shall approve said plan prior to building permit approval. Refer to the City of Roseville Addressing Guidelines. (Building)

16. A separate Architectural Site Accessibility Plan which details the project's site accessibility information as required by California Title 24, Part 2 shall be submitted as part of the project Building Permit Plans. (Building)

17. As part of the required Architectural Site Accessibility Plan, the developer shall delineate the extent of the site accessibility improvements being installed as part of the initial improvements for the project, and those that are planned to be developed as part of subsequent phases (i.e. around future pad buildings). (Building)

18. Building permit plans shall comply with all applicable code requirements (California Building Code – CBC – based on the International Building Code, California Green Building Standards Code–CGBSC, California Mechanical Code – CMC – based on the Uniform Mechanical Code, California Plumbing Code – CPC – based on the Uniform Plumbing Code, California Fire Code – CFC – based on the International Fire Code – with City of Roseville Amendments – RFC, California Electrical Code – CEC – based on the National Electrical Code, and California Energy Standards – CEC T-24 Part 6), California Title 24 and the American with Disabilities Act - ADA requirements, and all State and Federally mandated requirements in effect at the time of submittal for building permits (contact the Building Division for applicable Code editions). (Building)

19. For public restaurants, other food services, or commercial swimming pools: The developer shall obtain all required approvals and permits from the Placer County Environmental Health Department and the City of Roseville Industrial Waste Division. (Building, Environmental Utilities)

20. Maintenance of copy of building plans: Health and Safety Code section 19850 requires the building department of every city or county to maintain an official copy of the building plans for the life of the building. As such, each individual building shall be submitted as a separate submittal package.

Building plan review, permit issuance and archiving is based on each individual building address. (Building)

21. For all work to be performed off-site, permission to enter and construct shall be obtained from the property owner, in the form of a notarized right-of-entry. Said notarized right-of-entry shall be provided to Development Services – Engineering Division prior to approval of any plans. (Engineering)

22. The Improvement Plans shall include a complete set of Landscape Plans. The Landscape Plans shall be approved with the Improvement Plans. (Planning, Engineering, Fire, Environmental Utilities, Electric)

23. A note shall be added to the grading plans that states:
“Prior to the commencement of grading operations, the contractor shall identify the site where the excess/borrow earthen material shall be imported/deposited. If the borrow/deposit site is within the City of Roseville, the contractor shall produce a report issued by a geotechnical engineer to verify that the exported materials are suitable for the intended fill, and shall show proof of all approved grading plans. Haul routes to be used shall be specified.” (Engineering)

24. A standard bus shelter pad and bus pull-out shall be installed on-site on:

SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 16 of 24
a. Northbound Santucci Boulevard, between Baseline Road and Sierra Village Drive. (Engineering)

25. Developer shall be responsible for the installation of a bus shelter and related improvements conforming to the city's current standards on the shelter pads as conditioned above. Upon installation and final inspection by the City of Roseville, the bus shelter and related improvements shall become the property of the City of Roseville. The Developer and City may enter into a construction fee agreement or other agreement based upon a construction cost of $10,000 per shelter for future construction of the Bus Shelters along northbound Santucci Boulevard, between Baseline Road and Sierra Village Drive (Shelter #335). (Engineering, Alternative Transportation)

26. The developer shall include a 50-space park-and-ride lot on Parcel KT-41A per the Specific Plan requirements and in proximity to the intersection of Santucci Boulevard and Sierra Village Drive. The park-and-ride lot shall include: accessible parking as required by the building code; a path of travel from the accessible parking to the transit shelter on Santucci Boulevard; signs identifying the parkand-ride spaces and their availability to the public. The landowner shall be responsible for maintenance of the park-and-ride lot and all its appurtenances. (Engineering, Alternative Transportation)

27. The applicant shall complete the backbone improvements per the Sierra Vista Specific Plan. The backbone improvements shall be completed as part of the Phase 1 onsite improvements per the MPP Stage 1 Phasing Plan included in this entitlement. The backbone improvements include the completion of the traffic signals, right-turn deceleration lanes, bus turnout and driveways. The applicant shall also provide 8’ wide detached sidewalk for Baseline Road, Santucci Boulevard and Westbrook Boulevard and 5’ wide detached sidewalk with 5’ landscape on Sierra Village Drive. Construction of the Marketing Center will precede the Stage 1 improvements. Improvements required for the Marketing Center shall be constructed to the satisfaction of Engineering. (Engineering)

28. All proposed driveways shall be Type A-7 per City standard with a 35’ minimum width. The gated driveways off Baseline Road and Sierra Village Drive shall provide a turnaround per City standard detail or as approved by the City Engineer. (Engineering)

29. The landowner shall be responsible for the construction cost to complete the traffic signals located at the intersections of Santucci Blvd/ Sierra Village Drive and Westbrook Boulevard/Sierra Village Drive.

This will include the mast arms and signal lights. The developer shall receive fee credits for the completion of the traffic signals as part of the City’s TMF Set-Aside Fund. (Engineering).

30. The applicant shall be responsible for a driveway and intersection for a new private traffic signal located off Baseline Road as shown on Exhibit “K” per the Development Agreement. This will include the construction of the conduit, loops, poles, mast arms and controller cabinet. In addition, a westbound right-turn deceleration lane per City standard will also be required. (Engineering)

31. The applicant shall provide a Type S driveway for the access from Westbrook Boulevard. This access is restricted to emergency vehicles and egressing residents only.

32. The applicant shall provide a northbound 150’ right-turn deceleration lane per City standard for the proposed driveway on Santucci Boulevard. (Engineering)

33. The applicant shall extend the westbound left turn lane 100-feet east at the intersection of Baseline Road/Santucci Boulevard and remove the bay taper striping to open up the adjacent two-way left turn lane. See the Kimley-Horn traffic evaluation dated March 13th, 2023 for reference. (Engineering)

34. The applicant shall dedicate all necessary rights-of-way or Public Utility Easement for the widening of any streets or transfer of public utilities across and over any portion of the property as required with this entitlement. A separate document shall be drafted for approval and acceptance by the City of Roseville, and recorded at the County Recorder’s Office. (Engineering) SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 17 of 24

35. Bike parking and clean air vehicle spaces shall be provided per the California Green Building Standards. Bike rack/locker design and location shall be approved by Alternative Transportation. (Alternative Transportation, Building).

36. All storm drainage, including roof drains, shall be collected on site and treated with Best Management Practices (BMP’s) per the City’s Stormwater Quality Design Manual. All storm water shall be routed to the nearest existing storm drain system or natural drainage facility. Drain outfalls shall extend down to the receiving water and shall be constructed with adequate velocity attenuation devices. The grading/improvement plans for the site shall be accompanied with a shed map that defines that area tributary to this site and all drainage facilities shall be designed to accommodate the tributary flow. The storm drain system and proposed BMP’s shall be privately owned and maintained by the property owner.

Prior to the issuance of any permits, the owner shall provide a plan for the maintenance of the proposed BMP’s. (Engineering)

37. Prior to the approval of the Improvement Plans, the project proponent shall provide proof of preparation and submittal of a Storm Water Pollution Prevention Plan (SWPPP) to the Regional Water Quality Control Board (RWQCB). Proof shall be in the form of the Waste Discharge Identification Number (WDID#), provided to the applicant from RWQCB, placed on the coversheet of the improvement plans. Upon approval of the improvement plans, a copy of the SWPPP shall be required onsite and available for viewing by City inspection staff upon request. (Engineering)

38. The developer shall be responsible for any necessary relocation of signal interconnect cables that may require re-location as a result of the construction of turn lanes and/or driveways. (Engineering)

39. To ensure that the design for any necessary widening, construction, or modifications of Public Streets does not conflict with existing dry utilities generally located behind the curb and gutter, and prior to permit approval for those frontage improvements, the project proponent shall have the existing dry utilities pot holed for verification of location and depth. (Engineering)

40. Sight distances for all driveways shall be clearly shown on the improvement plans to verify that minimum standards are achieved. It will be the responsibility of the project proponent to provide appropriate landscaping and improvement plans, and to relocate and/or modify existing facilities as needed to meet these design objectives. (Engineering)

41. The applicant shall remove and reconstruct any existing damaged curb, gutter, and sidewalk along the property frontage. During plan check of the improvement plans and/or during inspection, Development Services – Engineering Division will designate the exact areas to be reconstructed. Any existing public facilities damaged during the course of construction shall be repaired by the property owner and at the property owner’s expense, to the satisfaction of the City. (Engineering)

42. Improvement plans shall show the Preserve (Parcel KT-81) boundary and label it as a protected area.

The Pre-Construction meeting shall address the presence of the Preserve, the sensitive habitats present and minimization of disturbance to the Preserve. During grading and construction the preserve area shall be avoided and shall not be used for parking, storage, or project staging. The contractor shall remove all trash blown into the preserve from adjacent construction on a daily basis.

After construction is complete, the temporary fencing shall be removed from the preserve, along with all temporary erosion control measures (e.g., straw bales, straw waddles and stakes, silt fencing). (Engineering, Development Services Department, Planning)

43. Prior to construction within any phases of the project adjacent to the Preserve (Parcel KT-81), high visibility temporary construction fencing shall be installed along the parcel adjacent to the Preserve.

Fencing shall be maintained daily until permanent fencing is installed, at which time the temporary fencing shall be removed from the project site. (Engineering, Development Services Department, Planning)
SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 18 of 24

44. With the exception of access required for maintenance and/or emergency vehicles, the project shall be designed to prevent vehicle access into the Preserve (Parcel KT-81). Post and cable fencing or other improvements shall be utilized to meet this requirement. (Engineering, Development Services Department, Planning)

45. Prior to the approval of the improvement plans, it will be the project proponent’s responsibility to pay the standard City Trench Cut Recovery Fee for any cuts within the City streets that are required for the installation of underground utilities. (Engineering)

46. Prior to the issuance of building permits, the property owner shall pay into the following fee programs:

Citywide Drainage Fee, Citywide Traffic Mitigation Fee (TMF), Highway 65 Joint Partners Association (JPA), South Placer Regional Transportation Authority (SPRTA), and City/County Fee. (Engineering)

47. The applicant/developer shall prepare a Transportation Systems Management (TSM) Plan for Erickson Senior Living. TSM Plans may be submitted online at: www.roseville.ca.us/tsm. The TSM shall be reviewed and approved by the City Manager. (Alternative Transportation)

48. Prior to the issuance of a grading permit or approval of Improvement Plans, the grading plans shall clearly identify all existing water, sewer and recycled water utilities within the boundaries of the project (including adjoining public right of way). Existing utilities shall be identified in plan-view and in profileview where grading activities will modify existing site elevations over top of or within 15 feet of the utility. Any utilities that could potentially be impacted by the project shall be clearly identified along with the proposed protection measures. The developer shall be responsible for taking measures and incurring costs associated with protecting the existing water, sewer and recycled water utilities to the satisfaction of the Environmental Utilities Director. (Environmental Utilities)

49. The applicant shall pay all applicable water and sewer fees. (Environmental Utilities)

50. Water and sewer infrastructure shall be designed pursuant to the adopted City of Roseville Improvement Standards and the City of Roseville Construction Standards and shall include:
a. Utilities or permanent structures shall not be located within the area which would be disturbed by an open trench needed to expose sewer trunk mains deeper than 12 feet unless approved by Environmental Utilities in these conditions. The area needed to construct the trench is a sloped cone above the sewer main. The cone shall have 1:1 side slopes. b. Water, sewer and recycled mains shall not exceed a depth of 12 feet below finished grade, unless authorized in these conditions of approval.
c. All sewer manholes shall have all-weather, 10-ton vehicle access unless otherwise authorized by these conditions of approval. (Environmental Utilities)

51. Recycled water infrastructure shall be designed pursuant to the adopted City of Roseville Improvement Standards and the City of Roseville Construction Standards. The applicant shall pay all applicable recycled water fees. Easements shall be provided as necessary for recycled water infrastructure. (Environmental Utilities)

52. Trash enclosures, recycling areas, and enclosure approaches shall be designed to current Refuse Division specifications, the materials and colors shall match the building, and the location of such facilities shall be reviewed and approved by the Refuse Division, Planning and the Fire Department.

The enclosure must have inside dimensions of 12 feet wide and 9 feet deep and be built to the specifications of the Solid Waste Department's Enclosure Description. (Refuse, Planning, Fire)

53. Access to trash enclosures/ refuse pick up locations shall have an inside turning radius of 25 feet and an outside turning radius of 45 feet must be maintained to allow the refuse truck access to and from SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 19 of 24
the enclosure/pick-up locations. Enclosures /refuse pick-up locations must have a clear approach of 65 feet in front of the enclosure/pick-up location to allow servicing bins. (Refuse)

54. The project shall provide refuse collection and pick-up at dedicated locations for trash, organics, and recycling to the satisfaction of Refuse/Environmental Utilities. It will be the customers responsibility to set the bins out prior to 6am on the service day. (Refuse)

55. The design and installation of all fire protection equipment shall conform to the California Fire Code and the amendments adopted by the City of Roseville, along with all standards and policies implemented by the Roseville Fire Department. (Fire)

56. The applicable codes and standards adopted by the City shall be enforced at the time construction plans have been submitted to the City for permitting. (Fire)

57. The Electric Department requires the submittal of the following information in order to complete the final electric design for the project:
a. one (1) set of improvement plans
b. load calculations
c. electrical panel one-line drawings

58. All on-site external lighting shall be installed and directed to have no off-site glare. Lighting within the parking areas and pedestrian walkways shall provide a maintained minimum of one (1) foot-candle, and 0.5 foot-candle of light, respectively. All exterior light fixtures shall be vandal resistant. (Planning, Police)

59. The parking lot shall have properly posted signs that state the use of the parking area is for the exclusive use of employees and customers of this project. (See California Vehicle Code Sections 22507.8, 22511.5, 22511.8, 22658(a), and the City of Roseville Municipal Code Section 11.20.110).

The location of the signs shall be shown on the approved site plan. (Planning, Police)

60. It is the developer's responsibility to notify PG&E of any work required on PG&E facilities. (PG&E) DURING CONSTRUCTION & PRIOR TO ISSUANCE OF OCCUPANCY PERMITS:

61. Any backflow preventers visible from the street shall be painted green to blend in with the surrounding landscaping. The backflow preventers shall be screened with landscaping and shall comply with the following criteria:
a. There shall be a minimum clearance of four feet (4'), on all sides, from the backflow preventer to the landscaping.
b. For maintenance purposes, the landscaping shall only be installed on three sides and the plant material shall not have thorns.
c. The control valves and the water meter shall be physically unobstructed. d. The backflow preventer shall be covered with a green cover that will provide insulation. (Planning, Environmental Utilities)

62. The following easements shall be provided by separate instrument and shown on the site plan, unless otherwise provided for in these conditions:

SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 20 of 24
a. Additional internal easements will be required to cover primary electrical facilities to the project when the final electrical design is completed. (Electric) b. Bus Shelter easements for Shelter #335. (Alternative Transportation)

63. Easement widths shall comply with the City's Improvement Standards and Construction Standards.

Separate document easements required by the City shall be prepared in accordance with the City's "Policy for Dedication of Easements to the City of Roseville". All legal descriptions shall be prepared by a licensed land Surveyor. All existing public utility, electric, water, sewer and reclaimed water easements shall be maintained unless otherwise authorized by these conditions of approval. (Engineering, Environmental Utilities, Electric)

64. Inspection of the potable water supply system on new commercial/industrial/office projects shall be as follows:
a. The Environmental Utilities Inspector will inspect all potable water supply up to the downstream side of the backflow preventer.
b. The property owner/applicant shall be responsible for that portion of the water supply system from the backflow preventer to the building. The builder/contractor shall engage a qualified inspector to approve the installation of this portion of the water supply. The Building Division will require from the builder/contractor, a written document certifying that this portion of the potable water supply has been installed per improvement plans and in accordance with the Uniform Plumbing Code. This certificate of compliance shall be submitted to the Building Division before a temporary occupancy or a building final is approved.
c. The building inspectors will exclusively inspect all potable water supply systems for the building from the shutoff valve at the building and downstream within the building. (Building, Environmental Utilities)

65. All improvements being constructed in accordance with the approved grading and improvement plans shall be accepted as complete by the City. (Engineering)

66. The words "traffic control appurtenances" shall be included in the list of utilities allowed in public utilities easements (PUE's) located along public roadways. (Engineering)

67. Water, sewer and reclaimed water shall be constructed pursuant to the adopted City of Roseville Improvement Standards and the City of Roseville Construction Standards. (Environmental Utilities)

68. All water backflow devices shall be tested and approved by the Environmental Utilities Department. (Environmental Utilities)

69. Restaurants or other Food Service Establishment (FSE). The applicant shall design for installation and/or install an exterior grease interceptor if the proposed business could potentially discharge substances containing fats, oils and grease (FOG) into the sewer system. The grease interceptor shall be adequate to separate and remove FOG contained in the wastewater from FSE’s prior to discharge to the public sewer. (Environmental Utilities)

70. In the event an exterior grease interceptor cannot be installed due to space limitation, the developer shall install a grease trap, per City Standards, that will mechanically separate the FOG contained in the wastewater from the FSE prior to discharge to the public sewer. (Environmental Utilities)

71. Pursuant to the Municipal Code, the applicant shall apply for and obtain a FOG waste discharge permit (FOG WDP) from the Environmental Utilities Industrial Waste Division prior to occupancy or prior to discharging waste to the public sewer. The applicant shall submit information required by the SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 21 of 24
Environmental Utilities Department for evaluation, including but not limited to: site plans, floor plans, mechanical and plumbing plans, and details to show all sewers, FOG control device, grease interceptor or other pretreatment equipment and appurtenances by size, location and elevation.

Additional information related to the applicant’s business operations and potential discharge may be requested to properly evaluate the FOG WDP application. (Environmental Utilities)

72. The joint trench along the north side of Baseline Road between Westbrook Boulevard and Santucci Boulevard shall be installed with the Phase 1 improvements. (Electric)

73. The electric service provided to the site shall be 277/480V 3-Phase. (Electric)

74. No switchgear greater than 4000 Amps shall be allowed to be installed within the project. (Electric)

75. All Electric Department facilities, including streetlights where applicable, shall be designed and built to the "City of Roseville Specifications for Commercial Construction." (Electric)

76. The City of Roseville Electric Department has electrical construction charges which are to be paid by the developer and which are explained in the City of Roseville "Specification for Commercial Construction." These charges will be determined upon completion of the final electrical design. (Electric)

77. Any relocation, rearrangement, or change of existing electric facilities due to this development shall be at the developer's expense. (Electric)

78. Any facilities proposed for placement within public/electric utility easements shall be subject to review and approval by the Electric Department before any work commences in these areas. This includes, but is not limited to, landscaping, lighting, paving, signs, trees, walls, and structures of any type. (Electric)

79. All electric metering shall be directly outside accessible. This can be accomplished in any of the following ways:
a. Locate the metered service panel on the outside of the building. b. Locate the metered service panel in a service room with a door that opens directly to the outside.

The developer will be required to provide a key to the door for placement in a lock box to be installed on the outside of the door. Any doors leading from the service room to other areas of the building shall be secured to prohibit unauthorized entry. (Electric)

80. It is the responsibility of the developer to ensure that all existing electric facilities remain free and clear of any obstruction during construction and when the project is complete. (Electric) OTHER CONDITIONS OF APPROVAL:

81. Signs shown on the elevations are not approved as part of the Design Review Permit. A Planned Sign Permit Program shall be prepared for the project. A Sign Permit is required for all project signs. (Planning)

82. Following the installation of the landscaping, all landscape material shall be maintained in a healthy and weed-free condition; dead plant material shall be replaced immediately. All trees shall be maintained and pruned in accordance with the accepted practices of the International Society of Arboriculture (ISA). (Planning)

83. The City reserves the right to restrict vehicle turning movements within the public right-of-way in the future if deemed necessary by the City Engineer. (Engineering) SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 22 of 24

84. The required width of fire apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and vertical clearances established by the Fire Code shall be maintained at all times during construction. Closure of accesses for fire apparatus by gates, barricades and other devices shall be prohibited unless approved by the Fire Chief. (Fire)

85. Temporary aboveground storage tanks may be used at construction sites for diesel fuel only and shall not exceed 1,000 gallon capacity. Tanks shall comply with all provisions found within the Fire Code.

A Fire Department Permit shall be obtained prior to tank installation. The permit shall expire after 90 days from the date of issuance, unless extended by the Fire Chief. (Fire)

86. If site survey or earth moving work results in the discovery of hazardous materials in containers or what appears to be hazardous wastes released into the ground, the contractor or person responsible for the building permit must notify the Roseville Fire Department immediately. A representative from the Fire Department will make a determination as to whether the incident is reportable of not and if site remediation is required. (Fire)

87. The location and design of the gas service shall be determined by PG&E. The design of the gas service for this project shall not begin until PG&E has received a full set of City reviewed improvement plans for the project. (PG&E)

88. The project is subject to the noise standards established in the City's Noise Ordinance. In accordance with the City's Noise Ordinance, project construction is exempt between the hours of seven a.m. and seven p.m. Monday through Friday, and between the hours of eight a.m. and eight p.m. Saturday and Sunday, provided that all construction equipment shall be fitted with factory installed muffling devices and be maintained in good working order. (Building)

89. The developer (or designated consultant) shall certify that the building foundation location has been placed according to all approved setback requirements shown on the approved site plan. The developer shall prepare a written statement confirming building placement and provide an original copy to the City Building Division Field Inspector at the time of or prior to the foundation inspection. (Building)

90. Prior to Certificate of Occupancy, the applicant may apply for a Temporary Certificate of Occupancy (TCO) of the building. If a TCO is desired, the applicant must submit a written request to the Building Division a minimum of thirty (30) days prior to the expected temporary occupancy date and shall include a schedule for occupancy and a description of the purpose for the Temporary Certificate of Occupancy. (Building)

91. Concurrent with submittal for plan check and prior to a request for final building inspection, the applicant may request City approval of an occupancy phasing plan to allow individual or multiple building occupancies. This request shall be made in writing to the Building Division and shall include the following:
a. A description of measures that will be undertaken to minimize conflict between residents/building occupants and construction traffic (e.g. fencing, etc.); b. A phasing plan showing the proposed buildings, internal roads and access routes, landscaping, trash enclosure locations, and any other improvements planned for each phase; and c. An estimated time frame for each phase and a specific date for the first phase. (Planning, Building)

92. The Major Project Permit shall not be deemed approved until the ordinance for the Development Agreement Amendment is adopted and becomes effective. (Planning) SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 23 of 24
CONDITIONS OF APPROVAL FOR THE LOT LINE ADJUSTMENT – FILE #PL22-0207

1. The Lot Line Adjustment is approved as shown in Exhibit F. (Planning, Engineering)

2. The following shall be submitted to Engineering prior to recordation of the Lot Line Adjustment:
a) Two copies of property boundary description with exhibit map (8.5" x 11" sheet), and one copy of boundary closure calculations for resulting lots. These items shall be stamped and signed by a California Licensed Land Surveyor or Registered Civil Engineer authorized to practice land surveying.
b) One copy of the Conditions of Approval.
c) A completed Property Owner Consent Form.
d) Deed to convey interest in the property.
e) Preliminary title report no older than six months for all properties involved. (Engineering)

3. If surveying monuments are placed as a result of this Property Line Adjustment, it will be the responsibility of the Surveyor to record a Record of Survey with the County Recorder’s Office. (Engineering)

4. All existing easements shall be maintained, unless otherwise provided for in these conditions. (Environmental Utilities, Electric, Engineering)

5. The applicant shall submit to the Engineering Division of Public Works a paper copy and an electronic copy of the recorded Lot Line Adjustment per the “Digital Submittal of Cadastral Surveys.” (Environmental Utilities)

6. Prior to recordation of the Lot Line Adjustment, the applicant shall pay the City’s surveyor’s processing and consulting fee of $150. (Engineering)

OTHER CONDITIONS IF NEEDED TO RELOCATE FACILITIES AND EASEMENTS

7. Separate document easements required by the City shall be prepared in accordance with the City’s “Policy for Dedication of Easements to the City of Roseville”. All legal descriptions shall be prepared by a licensed land Surveyor. (Environmental Utilities, Electric, Engineering)

8. Any relocation, rearrangement, or change to existing City facilities due to this Voluntary Merger or Lot Line Adjustment shall be paid for by the applicant. (Engineering, Environmental Utilities, Electric)

9. Any structures crossing the adjusted parcel lines shall be removed prior to recordation of the Lot Line Adjustment documents. (Engineering)

EXHIBITS
A. Addendum to the SVSP EIR
B. Draft Third Amendment of the Baseline P&R Development Agreement C. MPP Stage 1 Plans
D. MPP Stage 2 Plans
E. Erickson Senior Living Design Guidelines
F. Lot Line Adjustment Exhibit
SVSP PCL KT-41A & KT-41B – Erickson Senior Living, 6000 Baseline Rd.; File #PL22-0207 Planning Commission – July 13, 2023 – Page 24 of 24
Note to Applicant and/or Developer: Please contact Planning Division staff at (916) 774-5276 prior to the Commission meeting if you have any questions on any of the recommended conditions for your project. If you challenge the decision of the Commission in court, you may be limited to raising only those issues which you or someone else raised at the public hearing held for this project, or in written correspondence delivered to the Planning Manager at, or prior to, the public hearing.

FH s s s s s s s s s s s s s s s FH s s s s s FH◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 106 97.52

SANTUCCI BOULEVARD
WESTBROOK BOULEVARD BASELINE ROAD SIERRA VILLAGE DRIVE ∆ ∆ ∆ ∆ ∆ ∆ RB1.1 ±211,010 S.F. RB1.3 ±184,075 S.F. RB1.3/RB1.4 PARKING ±30,930 S.F. CB1.0 ±14,720 S.F. RB1.2 ±214,325 S.F. RB1.2 PARKING ±39,047 S.F. POOL PARCEL: KT-81 ZONE:OPEN SPACE RB2.1 ±185,526 S.F. RB2.4 ±125,240 S.F. RB2.5 ±171,612 S.F. RB2.3 ±277,240 S.F. RB2.2 ±194,440 S.F. CB2.0 ±19,077 S.F. RB2.3 PARKING ±37,994 S.F. AL ±155,568 S.F. RB1.5 ±198,409 S.F. SNF ±27,262 S.F. RB1.4 ±151,900 S.F. RB1.5 PARKING ±30,297 S.F. RB2.1/RB2.4 PARKING ±79,411 S.F. 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 NORTH NORTH MPP STAGE 1: SITE PLAN LEGEND ASPHALT PAVEMENT LANDSCAPE AREA CONCRETE SIDEWALK BUILDING AREA VICINITY MAP PROJECT SUMMARY DEVELOPER ERICKSON SENIOR LIVING, LLC 701 MAIDEN CHOICE LANE BALTIMORE, MD 21228 ATTN: STEVEN MONTGOMERY STEVEN.MONTEGOMERY@ERICKSON SENIIORLIVING.COM ENGINEER KIMLEY-HORN AND ASSOCIATES 555 CAPITOL MALL SUITE 300 SACRAMENTO, CA 95814 ATTN: FAREED PITTALWALA [email protected] ARCHITECT LANTZ-BOGGIO 5650 DTC PARKWAY, SUITE 200 ENGLEWOOD, CO 80111 ATTN: DAVID FIK [email protected] PROPERTY OWNER AREA APN: 499-010-074-000, (LOT 1) (25.88 AC) AREA: 55.56± ACRES APN:499-010-075-000, (LOT 2) (29.68 AC) KV SIERRA VISTA, LLC 7801 FOLSOM BOULEVARD SACRAMENTO, CA 95826 SPECIFIC PLAN SIERRA VISTA SPECIFIC PLAN PARCELS KT-41A AND KT-41B LAND USE DESIGNATION COMMUNITY COMMERCIAL (CC) ZONING GENERAL COMMERCIAL (GC) PROPOSED USES COMMUNITY CARE FACILITY, LONG-TERM CARE FACILITY, AND MEDICAL SERVICES AMENDED SOILS AREA PC Exhibit C
s s ◊◊ ◊ ◊ ◊ SIERRA VILLAGE DRIVE SNF RB1.5 RB1.1 CB1.0 RB1.3 RB1.4 RB1.2 PARCEL: KT-81 OPEN ZONE SPACE 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023

MATCHLINE - SEE NEXT SHEET
SANTUCCI BOULEVARD MPP STAGE 1: SITE PLAN - WEST BASELINE ROAD VICINITY MAP LEGEND ASPHALT PAVEMENT LANDSCAPE AREA CONCRETE SIDEWALK BUILDING AREA NORTH FIRE TRUCK TURN RADII (30' INSIDE, 50' OUTSIDE) NORTH POTENTIAL CARPORT LOCATION AMENDED SOILS AREA PC Exhibit C
FH s s s s FH s s s s ◊ ◊ 106 97.52
WESTBROOK BOULEVARD BASELINE ROAD SIERRA VILLAGE DRIVE RB2.1 RB2.3 RB2.2 CB2.0 RB2.4 RB2.5 AL 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MPP STAGE 1: SITE PLAN - EAST MATCHLINE - SEE PREVIOUS SHEET VICINITY MAP NORTH NORTH LEGEND ASPHALT PAVEMENT LANDSCAPE AREA CONCRETE SIDEWALK BUILDING AREA FIRE TRUCK TURN RADII (30' INSIDE, 50' OUTSIDE) POTENTIAL CARPORT LOCATION AMENDED SOILS AREA PC Exhibit C
D D D D D D D D S S S S D D D D D D D D D D D D D D S S S S S D V V V V V V V VFH V V V V V V V V V s s s V s s s V s s s s s s ss FH s s s s V V V V V V V V V V V V V V V V V V V V V V V V V Vs V FH V V V V V V ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 105 105 100 100 100
105 105 100
100
105 110 115
110 105
100
100
95 100 105
100 95 95
90 90 95 95 115 95 95 90 90 D D D D D D DD D D DD D D DD D DD D D D D D D D DD D D DD D D D D D D D D DDDD D D D D D D D D D DD D D D D DD D D BLDG RB2.3 FF = 101.50 BLDG RB2.5 FF =102.50 BLDG RB2.1/2.4 FF = 101.50 BLDG RB1.2 FF = 101.50 BLDG RB1.3/1.4 FF = 101.50 BLDG RB1.5 FF = 100.50 SNF FF = 101.00 BLDG RB2.0/2.2 FF = 101.50 BLDG RB1.0/1.1 FF = 101.50 AL FF = 101.50

SANTUCCI BOULEVARD
WESTBROOK BOULEVARD BASELINE ROAD SIERRA VILLAGE DRIVE 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 LEGEND MPP STAGE 1: GRADING PLAN NORTH VERTICAL DATUM " AMENDED SOILS AREA PC Exhibit C
D 36"SD
30"SD
30"SD
30"SD
72"SD
8"SD
8"SD 72"SD 8"SD 72"SD D D D D D S S S S D V V V V V s s V s V ◊◊ ◊ ◊ ◊ 100 110 105 100 95 95 90 95 95 115 95 95 90 90 D D D D D D DD D DD D DD D D D D D D D DDDD D D D D D D D D D D BLDG RB1.2 FF = 101.50 BLDG RB1.3/1.4 FF = 101.50 BLDG RB1.5 FF = 100.00 SNF FF = 100.50 BLDG RB1.0/1.1 FF = 101.50 SANTUCCI BOULEVARD BASELINE ROAD SIERRA VILLAGE DRIVE 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE NEXT SHEET LEGEND MPP STAGE 1: GRADING PLAN - WEST NORTH B PC Exhibit C
D D D
36"SD 66"SD 66"SD
66"SD 66"SD
6"RCW 6"RCW 6"RCW 6"RCW
6"RCW 12"SS
8"SS
66"SD 66"SD
66"SD
66"SD 24"SD24"SD 24"SD 6"RCW
66"SD 12"WM 6"RCW D D D S FH V V s s s FH s s s s V V V V V V V V V V V V ◊ ◊ 105 105 105 105 110 115 100 100 105 100 D DD D D D D D D D DD D D DD D D D D D D DD D DD D BLDG RB2.3 FF = 101.50 BLDG RB2.5 FF = 102.50 BLDG RB2.1/2.4 FF = 101.50 BLDG RB2.0/2.2 FF = 101.50 AL FF = 101.50 WESTBROOK BOULEVARD SIERRA VILLAGE DRIVE BASELINE ROAD 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE PREVIOUS SHEET LEGEND MPP STAGE 1: GRADING PLAN - EAST NORTH D A C PC Exhibit C
6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MPP STAGE 1: SECTIONS

A SECTION THRU SIERRA VILLAGE DRIVEB SECTION THRU SANTUCCI BOULEVARD

C SECTION THRU WESTBROOK BOULEVARDD SECTION THRU BASELINE ROAD PC Exhibit C

CIRCLE K D D D D D D D D D
24"WM 30"SD
36"SD
36"SD
30"SD
30"SD
30"SD
72"SD
8"SD
8"SD 72"SD 66"SD 66"SD 72"SD
66"SD
8"SD
60"SD 66"SD 72"SD S S S
6"RCW 6"RCW 6"RCW 6"RCW
6"RCW
42"SD 42"SD 60"SD 12"SS 12"SS 10"SS
8"SS 8"SS 8"SS
6"SS
8"SS 24"WM 12"WM 12"WM
12"WM
24"WM 12"WM
66"SD 66"SD
66"SD 66"SD 12"WM
1"WS 12"SD
12"SD 24"SD24"SD 24"SD 6"RCW
66"SD
24"WM 12"WM 6"RCW S D D D D D D D D D D D D D D D S S S S S D V V V V V V V V V FH V V V V V V V V V s s s V s s s V s s s s s s s s s s FH s s s s V V V V V V V V V V V V V V V V V V V V V V V V V V Vs V FH V V V V V V ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 106 97.52 CO S S S S SS S S CO S CO S S CO COCO COSCO CO S CO CO CO CO CO COS COSS SSSS S CO S CO COCO CO CO CO CO CO CO CO COSSS S S COS CO CO CO CO CO M M M M M M S S S D D D D D D DD D D DD D D DD D DD D D D D D D D DD D D DD D D D D D D D D DDDD D D D D D D D D D DD D D D D DD D D SANTUCCI BLVD.

WESTBROOK BLVD. BASELINE ROAD SIERRA VILLAGE DRIVE SNF RB1.5 RB1.1 CB1.0 RB1.3 RB1.4 RB1.2 RB2.1 RB2.3 RB2.2 CB2.0 RB2.4 RB2.5 AL 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MPP STAGE 1: WET UTILITIES PLAN LEGEND M NORTH PC Exhibit C
S S S SS S S CO S CO S CO CO CO CO COSS SSSS S CO S CO COCO CO CO CO CO CO CO CO M M S S D 36"SD 36"SD 30"SD 30"SD 30"SD
72"SD
8"SD
8"SD 72"SD 8"SD 60"SD 72"SD D D D D D D D D D D D S S S S S D V V V V V V V V V V V V s s V s s s V ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ D D D D D D DD D D DD D DD D D D D D D D D DDDD D D D D D D D D D D D SANTUCCI BOULEVARD BASELINE ROAD SIERRA VILLAGE DRIVE SNF RB1.5 RB1.1 CB1.0 RB1.3 RB1.4 RB1.2 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE NEXT SHEET LEGEND M MPP STAGE 1: WET UTILITIES PLAN - WEST NORTH PC Exhibit C

CO S CO S S CO COCO COSCO CO COS COSSS S S COS CO CO CO CO CO M M M M S D D D D D D D 24"WM 72"SD 66"SD 66"SD
66"SD 66"SD S S S
6"RCW 6"RCW 6"RCW 6"RCW
6"RCW
42"SD 42"SD 60"SD 12"SS 12"SS
8"SS 8"SS 8"SS
6"SS
8"SS
24"WM 12"WM 12"WM
12"WM
24"WM 12"WM
66"SD 66"SD
66"SD
66"SD 12"WM 12"SD
12"SD 24"SD24"SD 24"SD 6"RCW
66"SD
24"WM 12"WM 6"RCW S D D V D FH V V V V V s s s s s s FH s s s s V V V V V V V V V V V V V V V V V V V V V V V V s FH V V V ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 106 97.52 DD D D D D D D DD D D DD D D D D D D DD DD D WESTBROOK BOULEVARD BASELINE ROAD SIERRA VILLAGE DRIVE RB2.1 RB2.3 RB2.2 CB2.0 RB2.4 RB2.5 AL MATCHLINE - SEE PREVIOUS SHEET MPP STAGE 1: WET UTILITIES PLAN - EAST 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 LEGEND M NORTH PC Exhibit C
D D D D D D DD D D DD D D DD D DD D D D D D D D DD D D DD D D D D D D D D DDDD D D D D D D D D D DD D D D D DD D D s s s s s s s s s s s ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊

SANTUCCI BOULEVARD
WESTBROOK BOULEVARD SIERRA VILLAGE DRIVE BASELINE ROAD DMA-1 ± 0.48 AC DMA-3 ± 1.22 AC FRONT-1 ±2.52AC FRONT-2 ±0.93 AC FRONT-3 ±2.65 AC SNF RB1.5 COMMONS 1A RB1.1 CB1.0 COMMONS 1C RB1.3 RB1.4 COMMONS 1B COMMONS 2A RB1.2 RB2.1 COMMONS 2C RB2.3 RB2.2 CB2.0 COMMONS 2BRB2.4 RB2.5 CC DMA-2 ±1.60 AC DMA-4 ±1.44 AC DMA-5 ±2.56 AC DMA-6 ±2.02 AC DMA-7 ±3.19 AC DMA-8 ±1.92 AC DMA-9 ±1.56 AC DMA-12 ±1.66 AC DMA-10 ±3.07 AC DMA-11 ±1.08 AC DMA-13 ±1.38 AC DMA-14 ±0.89 AC DMA-15 ±2.22 AC DMA-16 ±1.64 AC DMA-17 ±2.94 AC DMA-18 ±1.78 AC DMA-19 ±1.27 AC DMA-20 ±0.40 AC DMA-21 ±1.46 AC DMA-22 ±2.81 AC DMA-23 ±2.47 AC DMA-24 ±1.47 AC DMA-25 ±1.13 AC DMA-26 ±1.62 AC DMA-27 ±2.23 AC DMA-28 ±1.16 AC DMA-29 ±0.77AC FRONT-1 ±2.52AC FRONT-1 ±2.52AC 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE March 6, 2023 MPP STAGE 1: DRAINAGE AREA MAP LEGEND DRAINAGE MANAGEMENT AREA (DMA) NOTES 1. LOCATION OF AMENDED SOIL TO BE DETERMINED DURING FINAL DESIGN. 2. PRELIMINARY TREE PLANTING LOCATIONS PER LANDSCAPE PLANS. NORTH LANDSCAPE AREA AMENDED SOILS AREA PC Exhibit C
FH s s s s s s s s s s s s s ss FH s s s s s FH◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 106 97.52 105 105 100 100 100
105 105 100
100
105 110 115
110 105
100
100
95 100 100 105
100 95 95
90 90 95 95 115 95 95 90 90
SANTUCCI BLVD.

WESTBROOK BLVD. BASELINE ROAD SIERRA VILLAGE DRIVE SNF RB1.5 RB1.1 CB1.0 RB1.3 RB1.4 RB1.2 RB2.1 RB2.3 RB2.2 CB2.0 RB2.4 RB2.5 AL 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 Pedestrian Plan LEGEND ASPHALT PAVEMENT LANDSCAPE AREA PRIMARY PEDESTRIAN PATHWAY NORTH PC Exhibit C
FH s s s s s s s s s s s s s s s FH s s s s s FH◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 106 97.52

EVEV VAP
EVEV
EV
EV

SANTUCCI BOULEVARD

SIERRA VILLAGE DRIVE

BASELINE ROAD
WESTBROOK BLVD.

GATE
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

OUTDOOR SPACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB1.2
RB2.5
RB2.2
RB2.4
SNF
AL/MC
TEMP. FENCE
TEMP. FENCE

MARKETING
CENTER
TEMP.

PARKING (59)
PHASE 1 PARK
PHASING PLAN - PHASE 1

ERICKSON SENIOR LIVING ROSEVILLE
80’ 160’ 320’
0° 1” = 80’
0’
2023-02-10
PC Exhibit C

EVEV VAP
EVEV
EV
EV

SANTUCCI BOULEVARD

SIERRA VILLAGE DRIVE

BASELINE ROAD
WESTBROOK BLVD.

GATE
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

OUTDOOR SPACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB1.2
RB2.5
RB2.2
RB2.4
SNF
AL/MC
TEMP. FENCE
TEMP. FENCE

MARKETING
CENTER
TEMP.

PARKING (59)
PHASE 1 PARK
PHASING PLAN - PHASE 2

ERICKSON SENIOR LIVING ROSEVILLE
80’ 160’ 320’
0° 1” = 80’
0’
2023-02-10
PC Exhibit C

EVEV VAP
EVEV
EV
EV

SANTUCCI BOULEVARD

SIERRA VILLAGE DRIVE

BASELINE ROAD
WESTBROOK BLVD.

GATE
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

OUTDOOR SPACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB1.2
RB2.5
RB2.2
RB2.4
SNF
AL/MC
TEMP. FENCE
TEMP. FENCE

MARKETING
CENTER
TEMP.

PARKING (59)
PHASE 1 PARK
PHASING PLAN - PHASE 3

ERICKSON SENIOR LIVING ROSEVILLE
80’ 160’ 320’
0° 1” = 80’
0’
2023-02-10
PC Exhibit C

EVEV VAP
EVEV
EV
EV

SANTUCCI BOULEVARD

SIERRA VILLAGE DRIVE

BASELINE ROAD
WESTBROOK BLVD.

GATE
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

OUTDOOR SPACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB1.2
RB2.5
RB2.2
RB2.4
SNF
AL/MC
TEMP. FENCE
TEMP. FENCE

MARKETING
CENTER
TEMP.

PARKING (59)
PHASE 1 PARK
PHASING PLAN - PHASE 4

ERICKSON SENIOR LIVING ROSEVILLE
80’ 160’ 320’
0° 1” = 80’
0’
2023-02-10
PC Exhibit C

EVEV VAP
EVEV
EV
EV

SANTUCCI BOULEVARD

SIERRA VILLAGE DRIVE

BASELINE ROAD
WESTBROOK BLVD.

GATE
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

OUTDOOR SPACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB1.2
RB2.5
RB2.2
RB2.4
SNF
AL/MC
PHASING PLAN - PHASE 5

ERICKSON SENIOR LIVING ROSEVILLE
80’ 160’ 320’
0° 1” = 80’
0’
2023-02-10
PC Exhibit C

EVEV VAP
EVEV
EV
EV

SANTUCCI BOULEVARD

SIERRA VILLAGE DRIVE

BASELINE ROAD
WESTBROOK BLVD.

GATE
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

OUTDOOR SPACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB1.2
RB2.5
RB2.2
RB2.4
SNF
AL/MC
PHASING PLAN - PHASE 6

ERICKSON SENIOR LIVING ROSEVILLE
80’ 160’ 320’
0° 1” = 80’
0’
2023-02-10
PC Exhibit C

RESIDENTIAL HOUSE ERICKSON RESIDENTIAL BUILDING
171’-6”
LANDSCAPE / SIDEWALK LANDSCAPE / SIDEWALK SIERRA VILLAGE DR. LANDSCAPE / SIDEWALK PARKING COMMUNITY LOOP ROAD LANDSCAPE / SIDEWALK 28’-0” 36’-6” 41’-6” 18’-0” 25’-0” 22’-6”
FANDANGO LOOP LANDSCAPE / SIDEWALK RESIDENTIAL HOUSE LANDSCAPE / SIDEWALK SIERRA VILLAGE DR. LANDSCAPE / SIDEWALK PARKING ERICKSON RESIDENTIAL BUILDING CL

RESIDENTIAL HOUSE LANDSCAPE / SIDEWALK COMMUNITY LOOP ROAD LANDSCAPE / SIDEWALK CL

PROPERTY LINE

SITE WALL

PROPERTY LINE
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE

NORTH-SOUTH SITE SECTION (EXPANDED)
1”=20’

NORTH-SOUTH SITE SECTION
1”=10’
STREET SECTION - SIERRA VILLAGE DR.
02 01
PC Exhibit C

VIEW FROM FANDANGO LOOP
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit C

VIEW FROM HOLLOWTOP WAY NORTH OF SIERRA MORENA WAY
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit C

VIEW FROM SIERRA VILLAGE DRIVE
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit C
FH s s s s s s s s s s s s s s s s FH s s s s s FH◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ RB1.1 ±211,010 S.F. RB1.3 ±184,075 S.F. DOG PARK RB1.3 PARKING ±30,930 S.F.CB1.0 ±14,720 S.F. RB1.2 ±214,325 S.F. RB1.2 PARKING ±39,047 S.F. POOL PARCEL: KT-81 ZONE:OPEN SPACE BASELINE ROAD SIERRA VILLAGE DRIVE

SANTUCCI BOULEVARD
WESTBROOK BOULEVARD MARKETING CENTER ±5,175 S.F. 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 NORTH NORTH MPP STAGE 2: SITE PLAN VICINITY MAP PROJECT SUMMARY DEVELOPER ERICKSON SENIOR LIVING, LLC 701 MAIDEN CHOICE LANE BALTIMORE, MD 21228 ATTN: STEVEN MONTGOMERY ENGINEER KIMLEY-HORN AND ASSOCIATES 555 CAPITOL MALL SUITE 300 SACRAMENTO, CA 95814 ATTN: FAREED PITTALWALA ARCHITECT LANTZ-BOGGIO 5650 DTC PARKWAY, SUITE 200 ENGLEWOOD, CO 80111 ATTN: DAVID FIK PROPERTY OWNER AREA APN: 499-010-074-000, (LOT 1) (25.88 AC) AREA: 55.56± ACRES APN:499-010-075-000, (LOT 2) (29.68 AC) LEGEND ASPHALT PAVEMENT LANDSCAPE AREA CONCRETE SIDEWALK BUILDING AREA CALGREEN REQUIREMENTS ELECTRIC VEHICLE CHARGING CAPABLE (10% OF 774) 77 KV SIERRA VISTA , LLC 7801 FOLSOM BOULEVARD SACRAMENTO, CA 95826 SPECIFIC PLAN SIERRA VISTA SPECIFIC PLAN PARCELS KT-41A AND KT-41B LAND USE DESIGNATION COMMUNITY COMMERCIAL (CC) ZONING GENERAL COMMERCIAL (GC) PROPOSED USES COMMUNITY CARE FACILITY, LONG-TERM CARE FACILITY, AND MEDICAL SERVICES FIRE TRUCK RADIUS (TYP 30' & 50') AMENDED SOILS AREA STRIPING DETAIL NOT TO SCALE PC Exhibit D
s s s ◊◊ ◊ ◊ ◊ RB1.1 ±205,730 S.F. RB1.3 ±184,075 S.F. PROPOSED DOG PARK RB1.3 PARKING ±30,930 S.F. PARCEL: KT-81 OPEN ZONE SPACE 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE SHEET SITE PLAN - EAST MPP STAGE 2: SITE PLAN - WEST NORTH VICINITY MAP NORTH LEGEND ASPHALT PAVEMENT LANDSCAPE AREA CONCRETE SIDEWALK BUILDING AREA FIRE TRUCK RADIUS (TYP 30' & 50') AMENDED SOILS AREA PC Exhibit D
FH CB1.0 ±14,720 S.F. RB1.3 ±184,075 S.F. RB1.2 ±194,779 S.F. RB1.2 PARKING ±39,047 S.F. POOL MARKETING CENTER ±5,175 S.F. 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE SHEET SITE PLAN - WEST MPP STAGE 2: SITE PLAN - EAST NORTH VICINITY MAP NORTH LEGEND ASPHALT PAVEMENT LANDSCAPE AREA CONCRETE SIDEWALK BUILDING AREA FIRE TRUCK RADIUS (TYP 30' & 50') PC Exhibit D
11’ - 0”
2ND FLOOR
3RD FLOOR
4TH FLOOR
5TH FLOOR
11’ - 0” 11’ - 0” 11’ - 0” 12’ - 0” 7’ - 0”

ROOF LEVEL

PARAPET
EL. 64’ - 0”
1’ - 0”
64’ - 0”

GROUND FLOOR
11’ - 0”
2ND FLOOR
3RD FLOOR
4TH FLOOR
5TH FLOOR
11’ - 0” 11’ - 0” 11’ - 0” 12’ - 0” 7’ - 0”

ROOF LEVEL

PARAPET
EL. 64’ - 0”
1’ - 0”
64’ - 0”

GROUND FLOOR
11’ - 0”
2ND FLOOR
3RD FLOOR
4TH FLOOR
5TH FLOOR
11’ - 0” 11’ - 0” 11’ - 0” 12’ - 0” 7’ - 0”

ROOF LEVEL

PARAPET
EL. 64’ - 0”
1’ - 0”
64’ - 0”

GROUND FLOOR
SOUTH ELEVATION 01 1/8” = 1’
EAST ELEVATION 02 1/8” = 1’ SOUTH ELEVATION
03 1/8” = 1’
ST-01 ST-02 FS-01 MT-01 MR-01 FS-02
FS-02 ST-01 ST-02 FS-01 MR-01 MT-01 ST-01 ST-02 FS-01 MT-01 2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE
10’ 20’ 30’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.2 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
EV

BASELINE ROAD

WESTBROOK BLVD
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2
PACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
01 03
02 RB1.1 SOUTH ELEVATION 01
SCALE: 1/8” = 1’
RB1.1 SOUTH ELEVATION 02
SCALE: 1/8” = 1’
RB1.1 EAST ELEVATION 01
01 SCALE: 1/8” = 1’
03 02
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.1 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EV
EV

BASELINE ROAD
WES
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2
SER

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
CB1.0 & RB1.1 - WEST ELEVATION
SCALE: 1/8” = 1’
CB1.0 & RB1.1 - EAST ELEVATION
SCALE: 1/8” = 1’
01 02
01 02
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.1 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
EV

BASELINE ROAD

WESTBROOK BLVD
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2
PACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
01 02
RB1.1 - SOUTH ELEVATION 03
SCALE: 1/8” = 1’
RB1.1 - SOUTH ELEVATION 04
01 02 SCALE: 1/8” = 1’
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.1 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
EV

BASELINE ROAD

WESTBROOK BLVD
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2
PACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
01 02
03 04
05 06
RB1.1 - EAST ELEVATION 02
SCALE: 1/8” = 1’
RB1.1 - NORTH ELEVATION 01
SCALE: 1/8” = 1’
RB1.1 - EAST ELEVATION 03
01 02 03 SCALE: 1/8” = 1’
RB1.1 - NORTH ELEVATION 02
SCALE: 1/8” = 1’
RB1.1 - WEST ELEVATION 02
SCALE: 1/8” = 1’
RB1.1 - NORTH ELEVATION 03
04 05 06 SCALE: 1/8” = 1’
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.1 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
EV

BASELINE ROAD

WESTBROOK BLVD
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2
PACE

SERVICE

SERVICE
POOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
01 02
03 RB1.1 - EAST ELEVATION 04
SCALE: 1/8” = 1’
RB1.1 - EAST ELEVATION 04
01 02 SCALE: 1/8” = 1’
RB1.1 - WEST ELEVATION 04 03 SCALE: 1/8” = 1’
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.1 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
WESTBROOK BLVD.

GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

SERVICE
POOL
CB2.0
RB2.1
RB2.3
B1.4
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
RB1.2 - SOUTH ELEVATION 01 01 SCALE: 1/8” = 1’
RB1.2 - EAST ELEVATION 01
SCALE: 1/8” = 1’
RB1.2 - SOUTH ELEVATION 02
03 02 SCALE: 1/8” = 1’
01 02
03 2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.2 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
WESTBROOK BLVD.

GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

SERVICE
POOL
CB2.0
RB2.1
RB2.3
B1.4
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
RB1.2 - EAST ELEVATION 02
SCALE: 1/8” = 1’
RB1.2 - NORTH ELEVATION 01
SCALE: 1/8” = 1’
RB1.2 - EAST ELEVATION 03
01 02 03 SCALE: 1/8” = 1’
RB1.2 - NORTH ELEVATION 02 04 SCALE: 1/8” = 1’
01 03
02 04
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.2 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
WESTBROOK BLVD.

GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

SERVICE
POOL
CB2.0
RB2.1
RB2.3
B1.4
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
RB1.2 - WEST ELEVATION 01 01 SCALE: 1/8” = 1’
RB1.2 - SOUTH ELEVATION 03 02 SCALE: 1/8” = 1’
01 02
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.2 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 66' - 0"
EL. 66' - 0"

PARAPET

EVEV VAP
EVEV
EV
WESTBROOK BLVD.

GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

SERVICE
POOL
CB2.0
RB2.1
RB2.3
B1.4
CC
RB1.2
RB2.5
RB2.2
RB2.4
AL/MC
RB1.2 - WEST ELEVATION 02 01 SCALE: 1/8” = 1’
RB1.2 - NORTH ELEVATION 03
SCALE: 1/8” = 1’
RB1.2 - WEST ELEVATION 03
02 03 SCALE: 1/8” = 1’
02 01
03 2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.2 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 77' - 0"
EL. 77' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 77' - 0"
EL. 77' - 0"

PARAPET
11' - 0" 11' - 0"

EVEV VAPEV

BASELINE ROAD
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

SERVICE
OOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB2.2
AL/MC
RB1.3 - NORTH ELEVATION 01 01 SCALE: 1/8” = 1’
RB1.2 - WEST ELEVATION 02
SCALE: 1/8” = 1’
RB1.2 - SOUTH ELEVATION 03
02 03 SCALE: 1/8” = 1’
02 01
03 2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.3 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06

ROOF LEVEL
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 77' - 0"
EL. 77' - 0"

PARAPET
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 77' - 0"
EL. 77' - 0"

PARAPET
11' - 0" 11' - 0"

EVEV VAPEV

BASELINE ROAD
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

SERVICE
OOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB2.2
AL/MC
RB1.3 - WEST ELEVATION 01 01 SCALE: 1/8” = 1’
RB1.2 - SOUTH ELEVATION 02 02 SCALE: 1/8” = 1’
02 01
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.3 0’
PC Exhibit D
LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06

ROOF LEVEL
12' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 7' - 0" 3' - 0" 77' - 0"
EL. 77' - 0"

PARAPET
11' - 0"

EVEV VAPEV

BASELINE ROAD
GATE
GATE
HOUSE
VILLAGE SQUARE 1 VILLAGE SQUARE 2

SERVICE
OOL
CB2.0
RB2.1
RB2.3
RB1.4
RB1.3
CB1.0
RB1.1
RB1.5
CC
RB2.2
AL/MC
RB1.3 - SOUTH ELEVATION 01
SCALE: 1/8” = 1’
RB1.3 - EAST ELEVATION 01
01 02 SCALE: 1/8” = 1’
01 02
2023-03-15 ERICKSON SENIOR LIVING - WEST ROSEVILLE
8’ 16’ 32’
1/8” = 1’
EXTERIOR ELEVATIONS - RB1.3 0’
PC Exhibit D
FF
100' - 6"
110' - 3"
112' - 3"
111' - 6 1/4"
FF
100' - 6"
110' - 3"
112' - 3"
FF
100' - 6"
110' - 3"
111' - 6 1/4"
112' - 3"
FF
100' - 6"
110' - 3"
112' - 3"
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/8" = 1'-0"
MPP Stage 2 North Elevation - Marketing Center
SCALE: 1/8" = 1'-0"

MARKETING CENTER NORTH ELEVATION
SCALE: 1/8" = 1'-0"

MARKETING CENTER EAST ELEVATION
SCALE: 1/8" = 1'-0"

MARKETING CENTER SOUTH ELEVATION
SCALE: 1/8" = 1'-0"

MARGETING CENTER WEST ELEVATION
PC Exhibit D
MA-02
BRICK
MA-03
BRICK
MA-01
STONE
FS-02

VERTICAL SIDING
FS-01

PLANK LAP SIDING
Designations Below

PAINTED STUCCO
W-01

FRAMED WINDOWS
Two-coat assembly over metal lathe
Smooth
SW 7004 Snowbound or sim.

ST-01
Smooth
SW 7017 Dorian Gray or sim.

ST-02
TYPE:

FINISH:

Face Brick
Modular, Norman, or Utility
Cast Stone Sill/Cap where Required
Velour
Color as shown above or sim.

Face Brick
Modular, Norman, or Utility
Cast Stone Sill/Cap where Required
Smooth
Color as shown above or sim.

Manufactured Stone Veneer
Corner units Required
Sill/Cap Stone where Required
Hewn
Color as shown above or sim.

Fiber-cement panel siding in vertical
format
Window trim + accent trim to match
Cedar texture
Painted
SW 2848 Roycroft Pewter or sim.

Fiber-cement planks
Smooth texture
Manufacturer Primed for Paint
SW 6201 Thunderous or sim.

Window trim + accent trim:

SW 7020 Black Fox or sim.

Vinyl Framed Windows
Medium gray exterior color
��
TYPE:

FINISH:

TYPE:

FINISH:

TYPE:

FINISH:

TYPE:

FINISH:

TYPE:

FINISH:

TYPE:

FINISH:

Designations Below

CANOPY MTL TRIM
WD-01

CANOPY WOOD-LIKE
SOFFIT
MT-03

STANDING SEAM

METAL ROOF
W-02

STOREFRONT

WINDOWS
MR-01

PAINTED STEEL

RAILING
MR-02

WELDED WIRE

STEEL RAILING
Aluminum Fiber Cement board
or Sim.

Composite Panel System
Western Red Cedar or Sim.

Aluminum mullion storefront
glazing
Clear Annodized
High-temp baked enamel
SW 2848 Roycroft Pewter or
sim.

High-temp baked enamel
SW 2848 Roycroft Pewter or
sim.

TYPE:

FINISH:

TYPE:

FINISH:

TYPE:

FINISH:

TYPE:

FINISH:

TYPE:

FINISH:

Fascia Panel System
SILVER METALLIC OR SIM.

MT-01
Color Match SW 2848 Roycroft
Pewter
MT-02
TYPE:

FINISH:

Concealed Fastening System
��
Matching color��
for all trim and accessories
Pewter or sim.

MATERIAL BOARD
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE
PC Exhibit D
33 EV
DW
D
W
D
W
DW
DW
D
W
W D
DW
4102 SF

RESTAURANT - CASUAL
3986 SF

RESTAURANT - EXHIBITION

AND BAR

LINE OF

EXTERIOR
WALL AT 2ND
LEVEL
COMMONS 1A
202 SF
EX. DIR. OFF.
325 SF

CONF RM
265 SF

ADMIN RCPT
255 SF
SHARED
RB1.1
467 SF
EMPL. SERVICES
457 SF
ELECT
455 SF
MECH
2599 SF

KITCHEN
350 SF

MEN'S RR
350 SF

WOMEN'S RR
608 SF

LOBBY/ LIVING RM
4572 SF

RESTAURANT - GRILL
3605 SF

CORRIDOR/ AMENITY

CIRCULATION
276 SF
STAIR 02
274 SF
STAIR 03
1201 SF
BAR
1000 SF

MOVIE THEATER

LINE OF
BRIDGE

LINK ABOVE
450 SF

PRIVATE DNG
379 SF

ELEVATOR LOBBY
693 SF

WAITING
309 SF
BOH
319 SF
ELEV. LOBBY
416 SF
RECV.
345 SF
TRASH
471 SF

WATER ENTRY
943 SF

SERVERY
1206 SF

EXHIBITION

COOKLINE/SERVICE

KITCHEN
300 SF

AED OFF
267 SF

FINANCE
315 SF
RES. SERV.
317 SF

WORK ROOM
183 SF
MARKET
479 SF

IT AND EMHG
1041 SF

HR SUITE

LINE OF
FUTURE

BRIDGE LINK
ABOVE
290 SF
STAIR 01
380 SF
Room
61 SF
JAN
64 SF
BOH
1466 SF

GS SUITE
660 SF

STORAGE/ FUTURE GS/

MED GROWTH
100 SF
RR
228 SF

CONF RM
2616 SF

MEDICAL CENTER
146 SF
MAIL
C6.0
3 BAY
1019 SF
A2.1
2 BAY
814 SF
C6.0
3 BAY
1019 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.1 Ground Level

LINE OF BRIDGE

LINK ABOVE
PC Exhibit D
W

D DW DW
D
W
DW
D
W
DW
D
W
D
W DW
D
W
DW
DW
W D
D W DW
DW
D
W
DW
D
W
DW
D
W
DW
W D
D W DW
D
W
DW
D W
DW
DW
D W
DW
W
D
D
W
DW DW
D
W
DW
D
W
DW
D
W
D W
DW
W D
DW
RB1.1
290 SF
STAIR 01
276 SF
STAIR 02
274 SF
STAIR 03
388 SF

ELEVATOR LOBBY
708 SF

RESIDENTIAL STORAGE
242 SF
BOH
300 SF
300 SF BOH
BOH
323 SF
BOH
323 SF
(FUTURE BRIDGE TO
RB1.5) LOBBY
310 SF
BOH
61 SF
HSKP
69 SF
BOH
317 SF
ELEV. LOBBY
1231 SF

CREATIVE ARTS/ ART
STUDIO

LINE OF
FUTURE

BRIDGE LINK
C6.0
3 BAY
1019 SF
D9.2
3 BAY
1156 SF
D5.3
3 BAY
1156 SF
A2.1
2 BAY
814 SF
C6.0
3 BAY
1019 SF
C6.0
3 BAY
1019 SF
H9.0
4 BAY
1444 SF
C2.1
3 BAY
1090 SF
D6.3
3 BAY
1156 SF
H9.0
4 BAY
1444 SF
E6.2

3.5 BAY
1294 SF
G1.1
5 BAY
1774 SF
E2.2

3.5 BAY
1261 SF
D11.1
3 BAY
1090 SF
H10.0
5 BAY
1846 SF
D11.1
3 BAY
1090 SF
H1.2

3.5 BAY
1292 SF
A2.1
2 BAY
814 SF
E6.2

3.5 BAY
1294 SF
B4.4

2.5 BAY
966 SF
F8.2
4 BAY
1498 SF
D5.3
3 BAY
1156 SF
F5.1
4 BAY
1430 SF
B5.4

2.5 BAY
966 SF
D9.2
3 BAY
1156 SF
E2.2

3.5 BAY
1261 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.1 Second Level

LINE OF BRIDGE
LINK

LINE OF BRIDGE
LINK
PC Exhibit D
DW
D
W
DW
D
W
D
W DW
D
W
DW
DW
W D
D W DW
DW
D
W
DW
D
W
DW
D
W
DW
W D
D W DW
D
W
DW
D W
DW
DW
D W
DW
W
D
D
W
DW DW
D
W
DW
D
W
DW
D
W
W D
DW
W D
DW
388 SF

ELEVATOR LOBBY
708 SF

RESIDENTIAL STORAGE
290 SF
STAIR 01
276 SF
STAIR 02
274 SF
STAIR 03
323 SF
BOH
300 SF
BOH
242 SF
BOH
300 SF
BOH
310 SF
BOH
317 SF
ELEV. LOBBY
61 SF
HSKP
69 SF
BOH
C6.0
3 BAY
1019 SF
H9.0
4 BAY
1444 SF
C2.1
3 BAY
1090 SF
D3.3
3 BAY
1156 SF
H9.0
4 BAY
1444 SF
E6.2

3.5 BAY
1294 SF
G1.1
5 BAY
1774 SF
E2.2

3.5 BAY
1261 SF
D11.1
3 BAY
1090 SF
H10.0
5 BAY
1846 SF
D11.1
3 BAY
1090 SF
H1.2

3.5 BAY
1292 SF
A2.1
2 BAY
814 SF
E6.2

3.5 BAY
1294 SF
B4.4

2.5 BAY
966 SF
F8.2
4 BAY
1498 SF
D5.3
3 BAY
1156 SF
F5.1
4 BAY
1430 SF
B5.4

2.5 BAY
966 SF
A2.1
2 BAY
814 SF
C6.0
3 BAY
1019 SF
C6.0
3 BAY
1019 SF
H1.2

3.5 BAY
1292 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
H1.2

3.5 BAY
1292 SF
E2.2

3.5 BAY
1261 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.1 Third-Fifth Level
PC Exhibit D
33 33
6 8
7 6
71 EV
RB1.1
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Roof Plan - RB1.1
PC Exhibit D
EV
D
W
DW
DW
D
W
W D
DW
4102 SF

RESTAURANT - CASUAL
3986 SF

RESTAURANT - EXHIBITION

AND BAR

LINE OF

EXTERIOR
WALL AT 2ND
LEVEL
COMMONS 1A
COMMONS 1C
202 SF
EX. DIR. OFF.
325 SF

CONF RM
265 SF

ADMIN RCPT
255 SF
SHARED
176 SF
969 SF VESTIBULE

LIVING ROOM/LOBBY
CB1.0
467 SF
EMPL. SERVICES
457 SF
ELECT
455 SF
MECH
2599 SF

KITCHEN
350 SF

MEN'S RR
350 SF

WOMEN'S RR
608 SF

LOBBY/ LIVING RM
4572 SF

RESTAURANT - GRILL
3605 SF

CORRIDOR/ AMENITY

CIRCULATION
276 SF
STAIR 02
1201 SF
BAR
1000 SF

MOVIE THEATER

LINE OF
BRIDGE

LINK ABOVE
450 SF

PRIVATE DNG
379 SF

ELEVATOR LOBBY
693 SF

WAITING
309 SF
BOH
319 SF
ELEV. LOBBY
416 SF
RECV.
345 SF
TRASH
471 SF

WATER ENTRY
943 SF

SERVERY
1206 SF

EXHIBITION

COOKLINE/SERVICE

KITCHEN
300 SF

AED OFF
267 SF

FINANCE
315 SF
RES. SERV.
317 SF

WORK ROOM
89 SF
RECPT
183 SF
MARKET
2226 SF

MARKETING SUITE
1100 SF

CARDS AND GAMES
190 SF

MEN'S RR
190 SF

WOMEN'S RR
493 SF

OUTDOOR AREA
800 SF

MEDIA LOUNGE/ READING
ROOM
650 SF

CLASSROOM
290 SF
STAIR 03
994 SF

AMENITY
479 SF

IT AND EMHG

LINE OF FUTURE

BRIDGE LINK ABOVE
290 SF
STAIR 01
228 SF

CONF RM
2616 SF

MEDICAL CENTER
821 SF

CIRCULATION
146 SF
MAIL
411 SF

STORAGE/FUTURE

MARKET EXPANSION
61 SF
JAN
64 SF
BOH
A2.1
2 BAY
814 SF
C6.0
3 BAY
1019 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Amenity Floor Plan RB1.1, CB1.0, Commons 1A and 1C PC Exhibit D
EV EV
EV EV
VAP
DW
W
D
W
D
DW
W
D
DW
W D
DW
DW W D
D
W
DW

DW W D D W DW
DW
D
W
D W
DW
DW
W D
DW
D W
D W

DW W D DW
COMMONS 1B
RB1.2
512 SF

LOBBY/LIVING RM

LINE OF BRIDGE

LINK ABOVE
274 SF
STAIR 01
274 SF
STAIR 03
299 SF
STAIR 02
148 SF
STOR.
6505 SF
POOL
765 SF

VR GOLF
416 SF

EQUIPMENT AREA
1139 SF

FITNESS STUDIO
1292 SF

SALON/SPA
522 SF

LOCKER RM
521 SF
LOCKER RM 508 SF

PERSONAL TRAINING
1035 SF

CORRIDOR
2272 SF

CORRIDOR
1599 SF

LOBBY/HOODLESS CAFE
300 SF
BOH
348 SF

RESIDENT STORAGE
255 SF

ELEV LOBBY
331 SF

STORAGE
98 SF
FAM
615 SF

POOL MECHANICAL

EQUIPMENT/CHEM
206 SF

STORAGE/MEP
1277 SF

FITNESS EQUIPMENT
138 SF
MAIL
E2.2

3.5 BAY
1261 SF
E2.2

3.5 BAY
1261 SF
C6.0
3 BAY
1019 SF
D11.1
3 BAY
1090 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
C2.1
3 BAY
1090 SF
D11.1
3 BAY
1090 SF
H9.0
4 BAY
1444 SF
A2.1
2 BAY
814 SF
H3.0

3.5 BAY
1297 SF
B4.4

2.5 BAY
966 SF
B4.4

2.5 BAY
966 SF
F8.2
4 BAY
1498 SF
H3.0

3.5 BAY
1297 SF
A2.1
2 BAY
814 SF
D6.3
3 BAY
1156 SF
BIKE

STORAGE
BIKE

STORAGE
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.2 & Commons 1B Ground Level PC Exhibit D
DW
W
D
W
D
DW
W
D
DW
W D
DW
DW W D
D
W
DWDW
D
W

DW D W W D DW
D
W
DW

DW W D D W DW
D
W
DW
DW
D
W
D W
DW
D
W
DW
DW
W D
DW
D W
W D
DW
D
W
DW
DW
D W
W D DW
RB1.2
274 SF
STAIR 01
274 SF
STAIR 03
299 SF
STAIR 02
242 SF
BOH
300 SF
BOH
348 SF

RESIDENT STOR
452 SF

RESIDENT STOR
70 SF
BOH
65 SF
BOH
255 SF

ELEV LOBBY
E
E
1106 SF

GAMES/LOUNGE
140 SF

EL LOBBY
E2.2

3.5 BAY
1261 SF
E2.2

3.5 BAY
1261 SF
C6.0
3 BAY
1019 SF
F8.2
4 BAY
1498 SF
D6.3
3 BAY
1156 SF
C2.1
3 BAY
1090 SF
D6.3
3 BAY
1156 SF
D11.1
3 BAY
1090 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
F8.2
4 BAY
1498 SF
C2.1
3 BAY
1090 SF
D11.1
3 BAY
1090 SF
H10.0
5 BAY
1846 SF
H9.0
4 BAY
1444 SF
A2.1
2 BAY
814 SF
H3.0

3.5 BAY
1297 SF
B4.4

2.5 BAY
966 SF
B4.4

2.5 BAY
966 SF
F5.1
4 BAY
1430 SF
F8.2
4 BAY
1498 SF
H3.0

3.5 BAY
1297 SF
F8.2
4 BAY
1498 SF
D11.1
3 BAY
1090 SF
G1.1
5 BAY
1774 SF
D6.3
3 BAY
1156 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.2 Second Level
PC Exhibit D
DW
W
D
W
D
DW
W
D
DW
W D
DW
DW W D
D
W
DWDW
D
W

DW D W W D DW
D
W
DW
DW
D
W

DW W D D W DW
D
W
DW
DW
D
W
D W
DW
D
W
DW
DW
W D
DW
D W
DW
D W D
W
DW
D
W
DW
255 SF

ELEV LOBBY
242 SF
BOH
300 SF
BOH
299 SF
STAIR 02
348 SF

RESIDENT STOR
452 SF

RESIDENT STOR
70 SF
BOH
65 SF
BOH
274 SF
STAIR 03
274 SF
STAIR 01
130 SF

EL LOBBY
E2.2

3.5 BAY
1261 SF
E2.2

3.5 BAY
1261 SF
C6.0
3 BAY
1019 SF
F8.2
4 BAY
1498 SF
C2.1
3 BAY
1090 SF
D6.3
3 BAY
1156 SF
D11.1
3 BAY
1090 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
F8.2
4 BAY
1498 SF
C2.1
3 BAY
1090 SF
D11.1
3 BAY
1090 SF
H9.0
4 BAY
1444 SF
A2.1
2 BAY
814 SF
H3.0

3.5 BAY
1297 SF
B4.4

2.5 BAY
966 SF
B4.4

2.5 BAY
966 SF
F5.1
4 BAY
1430 SF
F8.2
4 BAY
1498 SF
H3.0

3.5 BAY
1297 SF
F8.2
4 BAY
1498 SF
D11.1
3 BAY
1090 SF
G1.1
5 BAY
1774 SF
D5.3
3 BAY
1156 SF
H10.0
5 BAY
1846 SF
F8.2
4 BAY
1498 SF
H1.2

3.5 BAY
1292 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.2 Third-Fifth Level
PC Exhibit D
59 EV EV
EVEV
VAP
RB1.2
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Roof Plan - RB1.2
PC Exhibit D
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D
DW
D
W
DW
D
W
DW
DW
W
D
D
W
DW
DW
D W
DW
D
W
DW
D
W
DW
D
W DW
D
W
COMMONS 1C
176 SF
969 SF VESTIBULE

LIVING ROOM/LOBBY
CB1.0
RB1.3
89 SF
RECPT
2226 SF

MARKETING SUITE
1100 SF

CARDS AND GAMES
190 SF

MEN'S RR
190 SF

WOMEN'S RR
493 SF

OUTDOOR AREA
800 SF

MEDIA LOUNGE/ READING
ROOM
650 SF

CLASSROOM
290 SF
STAIR 01
290 SF
STAIR 03
994 SF

AMENITY
303 SF

ELEV LOBBY
438 SF

LOBBY/LIVING RM
289 SF
STAIR 02
215 SF
BOH
299 SF
BOH
132 SF
MAIL
411 SF

STORAGE/FUTURE

MARKET EXPANSION
C6.0
3 BAY
1019 SF
H3.0

3.5 BAY
1297 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
F8.2
4 BAY
1498 SF
H9.0
4 BAY
1444 SF
F5.1
4 BAY
1430 SF
D11.1
3 BAY
1090 SF
D11.1
3 BAY
1090 SF
G1.1
5 BAY
1774 SF
E2.2

3.5 BAY
1261 SF
E2.2

3.5 BAY
1261 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.3 Ground Level
PC Exhibit D
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D W
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D
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D
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DW
D W
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D W
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D
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DW
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W
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W
DW
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W
DW
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DW
D
W
DW
D
W

M ETALKITCH EN SIK UCE T
FA EV OKEK-632
K-32UN DERTONESINK ST AIN
RB1.3 STEL LES
1051 SF

GAMES/LOUNGE
263 SF
STAIR 01
289 SF
STAIR 02
290 SF
STAIR 03
303 SF

ELEV LOBBY
299 SF
BOH
217 SF
BOH
240 SF
BOH
E
C6.0
3 BAY
1019 SF
C2.1
3 BAY
1090 SF
C6.0
3 BAY
1019 SF
D11.1
3 BAY
1090 SF
D11.1
3 BAY
1090 SF
G1.1
5 BAY
1774 SF
A2.1
2 BAY
814 SF
B4.4

2.5 BAY
966 SF
B4.4

2.5 BAY
966 SF
A2.1
2 BAY
814 SF
H13.1

4.5 BAY
1629 SF
H10.0
5 BAY
1846 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
F8.2
4 BAY
1498 SF
H9.0
4 BAY
1444 SF
F5.1
4 BAY
1430 SF
D5.3
3 BAY
1156 SF
E2.2

3.5 BAY
1261 SF
E2.2

3.5 BAY
1261 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.3 Second Level
PC Exhibit D
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DW
W
D
DW
D
W
DW
D
W
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W
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DW
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DW
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D W
DW
D
W
DW
D W
DW
D
W
DW
D
W
290 SF
STAIR 01
289 SF
STAIR 02
290 SF
STAIR 03
303 SF

ELEV LOBBY
299 SF
BOH
216 SF
BOH
H3.0

3.5 BAY
1297 SF
C2.1
3 BAY
1090 SF
C6.0
3 BAY
1019 SF
D11.1
3 BAY
1090 SF
D11.1
3 BAY
1090 SF
G1.1
5 BAY
1774 SF
A2.1
2 BAY
814 SF
B4.4

2.5 BAY
966 SF
B4.4

2.5 BAY
966 SF
A2.1
2 BAY
814 SF
H13.1

4.5 BAY
1629 SF
H10.0
5 BAY
1846 SF
H1.2

3.5 BAY
1292 SF
F8.2
4 BAY
1498 SF
F8.2
4 BAY
1498 SF
H9.0
4 BAY
1444 SF
F5.1
4 BAY
1430 SF
D5.3
3 BAY
1156 SF
E2.2

3.5 BAY
1261 SF
E2.2

3.5 BAY
1261 SF
C2.1
3 BAY
1090 SF
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - RB1.3 Third-Sixth Level
240 SF
BOH
PC Exhibit D
39 M ETALKITCH EN SIK UCE T FA EV OKEK-632
K-32UN DERTONE SINK ST AIN STEL LES
RB1.3
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Roof Plan - RB1.3
PC Exhibit D

MARKETING
CENTER
141 SF
MEN'S
141 SF

WOMEN'S
137 SF
STOR.
31 SF
HSKP
10 SF
AV
60 SF
HALL
82 SF
ELEC
74 SF
MECH
1176 SF

RECEPT/OFFICE
202 SF
SALES
172 SF
SALES
37 SF
MECH
1070 SF

CONFERENCE
134 SF
WK RM
95 SF
DISPLAY KITCH.
410 SF

OPEN OFFICE
125 SF
EXEC.DIR.
114 SF
SALES ASSOC.
76 SF

DESIGN CTR
108 SF
SALES DIR.

Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Floor Plan - Marketing Center Ground Level
PC Exhibit D
3 31
28 MARKETING
CENTER
Sierra Vista, West Roseville, CA
0' 10' 20' 30'
Erickson Senior Living Roseville
RB1.1
RB1.3
RB1.2
COMMONS 1B

MARKETING CENTER
CB1.0

0.00°
2022-11-17 1/16" = 1'-0"
MPP Stage 2 Roof Plan - Marketing Center
PC Exhibit D

COMMUNITY BUILDING
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit D

RESIDENTIAL BUILDING
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit D

AERIAL VIEW FROM SOUTHWEST
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit D

AERIAL VIEW FROM NORTH
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit D

AERIAL VIEW FROM SOUTH
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit D

AERIAL VIEW FROM SOUTHEAST
2023-02-10 ERICKSON SENIOR LIVING ROSEVILLE ERICKSON SENIOR LIVING WEST ROSEVILLE PC Exhibit D
SERVICE AL/MC COMMONS 2C SNF E1.2 3.5 BAY 1257 SF E3.0 F2.1 4 BAY 1429 SF E1.2 3.5 BAY 1257 SF SERVICE POOL COMMONS 1A COMMONS 1C RB1.3 RB1.1 RB1.2 RB1.4 RB1.5 RB2.3 COMMONS 1B RB2.1 COMMONS 1B CB1.0 CB2.0 RB2.2 RB2.4 RB2.5 COMMONS 2B COMMONS 2A GATE CIRCLE K 106 97.52 03.07.2023 Sierra Vista, West Roseville, CA D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661 (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m 1" = 80'-0" 0' 80' 160' 240' NORTH ERICKSON SENIOR LIVING ROSEVILLE MPP STAGE 1: LANDSCAPE PLAN- OVERALL PRELIMINARY LANDSCAPE NOTES SHADE TREES ACER RUBRU їOCTOBER ORї Ѷ OCTOBER
OR RED A
E ѰЦТїХЧїѱ CE

TIS OCCIDENTA
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PC Exhibit D
SNF E1.2 3.5 BAY 1257 SF E3.0 F2.1 4 BAY 1429 SF E1.2 3.5 BAY 1257 SF SERVICE COMMONS 1A COMMONS 1C RB1.3 RB1.1 RB1.2 RB1.4 RB1.5 CB1.0 03.07.2023 Sierra Vista, West Roseville, CA D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661 (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m 1" = 50'-0" 0' 50' 100' 150' NORTH ERICKSON SENIOR LIVING ROSEVILLE MPP STAGE 1: LANDSCAPE PLAN - WEST 1 23 4 5 8 8 8 9 12 131415 16 17 18 19 20 21 2310 16 25 SHADE TREES ACER RUBRU їOCTOBER ORї Ѷ OCTOBER
OR RED A
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TIS OCCIDENTA
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DESCRITION ROOSED BUI
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BEDю 1234567891011121314151617181920212223242526 REFERENCE NOTES SCHEDULE PC Exhibit D
SERVICE AL/MC COMMONS 2C POOL RB1.2 RB2.3 COMMONS 1B RB2.1 COMMONS 1B CB2.0 RB2.2 RB2.4 RB2.5 COMMONS 2B COMMONS 2A 106 97.52 03.07.2023 Sierra Vista, West Roseville, CA D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661 (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m 1" = 50'-0" 0' 50' 100' 150' NORTH ERICKSON SENIOR LIVING ROSEVILLE MPP STAGE 1: LANDSCAPE PLAN - EAST SHADE TREES ACER RUBRU їOCTOBER ORї Ѷ OCTOBER
OR RED A
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TIS OCCIDENTA
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PC Exhibit D
E1.2 3.5 BAY 1257 SF F2.1 4 BAY 1429 SF
SERVICE POOL COMMONS 1A COMMONS 1C RB1.3 RB1.1 RB1.2 COMMONS 1B COMMONS 1B CB1.0 VILLAGE SQUARE 1 BASELINE ROAD SIERRA VILLAGE DRIVE SANTUCCI BLVD. 106 97.52 1" = 50'-0" 0' 50' 100' 150' NORTH 03.07.2023 Sierra Vista, West Roseville, CA D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661 (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m ERICKSON SENIOR LIVING ROSEVILLE MPP STAGE 2: LANDSCAPE PLAN 1 2 3 4 5 8 8 9 10 12 1314 15 16 17 18 19 20 21 22 23 24 25 27 28 29 292830 SBO DESCRITION ROOSED BUI
DINS ѣ SEE ARCHITECTURA

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PC Exhibit D
E1.2 3.5 BAY 1257 SF F2.1 4 BAY 1429 SF
SERVICE COMMONS 1A COMMONS 1C RB1.3 RB1.1 CB1.0 1" = 20'-0" 0' 20' 40' 60' 03.07.2023 Sierra Vista, West Roseville, CA D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661 (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m ERICKSON SENIOR LIVING ROSEVILLE MPP STAGE 2: LANDSCAPE PLAN SHADE TREES ACER RUBRU їOCTOBER ORї Ѷ OCTOBER
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END TUR ѣ SNTHETIC CONCEPT PLANT SCHEDULE A COMMONS 1A & 1C COURTYARD 1" = 20' B PICKLEBALL, DOG PARK & COMMUNITY GARDEN 1" = 20' COUNIT ARDEN ITH ICNIC TAB ES AND SHEDю IC

EBA

COURT ITH ERIETER ENCINя SHADE SHE
TER AND SECTATOR BENCHESю DO AR
AREA ITH ARTIICIA
TURя ERIETER ENCINя SHADE SAI
AND BENCHESю ATER EATURE
AA ITH ICNIC TAB
ESю BOCCE BA

COURTS ITH SHADED SEATINю DININ ATIOю
ARE IRE IT AREAю ICNIC AREA ITH SHADE STRUCTURE AND UTTIN REENю TUR AREA OR AN AESю IRE TRUC
ACCESS ATH ITH ARTIICIA
TURю
PC Exhibit D
POOL RB1.2 COMMONS 1B COMMONS 1B 1" = 20'-0" 0' 20' 40' 60' 03.07.2023 Sierra Vista, West Roseville, CA D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661 (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m ERICKSON SENIOR LIVING ROSEVILLE MPP STAGE 2: LANDSCAPE PLAN A COMMONS 1B COURTYARD 1" = 20' SA

ICNIC AREA ITH SHADE STRUCTURE AHITHEATER OA ATIOю IRE TRUC ACCESS ATH ITH ARTIICIA
TURю SUN DEC
ITH ADDITIONA
AREA OR SEATINю
PC Exhibit D
RB1.2 E1.2 3.5 BAY 1257 SF COMMONS 1C RB1.3 1" = 20'-0" 0' 20' 40' 60' 03.07.2023 Sierra Vista, West Roseville, CA D E S I G N • S E R V I C E • S O L U T I O N S FUHRMAN LEAMY L A N D G R O U P 2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661 (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m ERICKSON SENIOR LIVING ROSEVILLE MPP STAGE 2: LANDSCAPE PLAN A RB1.2 ROOFTOP AMENITY AREA 1" = 20' B RB1.3 ROOFTOP AMENITY AREA 1" = 20' IRE IT A COES ITH OUTDOOR
IIN URNITUREю CASTѣINѣ
ACE CONCRETE
ANTERS OR ROOTOю RIATE RESIDENCE ATIOSю OERHEAD STRIN IHTSю BOCCE BA

COURT ARTIICIA
TUR AREA OR
AN AESю RAISED ETA

ANTERS OR ROOTO ITH ATTACHED BENCHESю ATIO SACE ITH OUTDOOR IIN URNITUREя SHADE SAI
AND RAISED
ANTERѶSEATA

ю IRE IT A
COES ITH OUTDOOR
IIN URNITUREю RIATE RESIDENCE ATIOSю RAISED ETA

ANTERS OR ROOTO ITH ATTACHED BENCHESю OUTDOOR T OR RO ECTION A

ю CASTѣINѣ
ACE CONCRETE
ANTERS OR ROOTOю OERHEAD STRIN
IHTSю ARTIICIA
TUR AREAю
ARE ICNIC AREA ITH SHADE STRUCTUREя BB COUNTER С SIN ю
PC Exhibit D

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1.0 1.1 1.1 1.2 1.2 1.1 1.1 1.1 1.0 1.2 1.4 1.3 1.0 1.4 1.5 1.4 1.1 1.2 1.2 1.4 1.4 1.2 1.0 0.9 0.9 1.1 1.3 1.5 1.5 1.2 1.0 1.0 0.9 1.0 1.1 1.1 1.4 1.5 1.3 1.0 1.2 1.5 1.9 1.9 1.5 1.0 0.8 1.2 1.7 2.1 1.8 1.3 0.9 1.1 1.4 1.3 2.2 1.7 0.9 1.0 1.4 1.8 1.9 1.5 1.1 0.8 1.9 1.8 1.3 0.8 1.3 1.8 1.7 2.3 2.3 1.6 1.4 2.2 1.9 1.7 2.0 1.9 1.4 1.3 2.0 1.8 1.5 1.6 1.6 1.3 1.1 1.5 1.5 1.7 1.8 1.7 1.7 0.9 1.1 1.1 2.2 1.9 1.8 2.1 1.0 1.2 1.2 2.5 2.1 1.9 2.4 1.1 1.5 1.6 2.5 2.1 1.9 2.2 1.4 2.1 1.9 2.0 1.9 1.8 1.9 1.7 0.8 1.1 1.6 2.1 2.1 1.6 1.1 0.8 1.2 1.9 2.2 1.9 1.3 0.8 1.4 2.1 1.7 1.9 1.7 1.6 1.5 0.9 1.1 1.4 1.7 1.7 1.4 1.1 0.9 1.2 1.5 1.7 1.5 1.1 0.9 0.9 1.2 1.6 1.8 2.2 2.1 1.7 1.6 1.3 1.1 1.2 1.2 1.2 1.3 1.2 1.1 1.0 1.0 1.0 1.2 1.3 1.3 1.1 0.9 0.8 0.8 0.9 1.9 2.5 2.5 2.0 1.7 1.5 1.4 1.3 1.3 1.2 1.3 1.4 1.4 1.3 1.1 1.1 1.2 1.3 1.4 1.3 1.0 0.8 0.7 1.9 1.9 2.0 2.0 1.6 1.3 1.1 1.7 1.9 1.7 1.3 1.1 1.2 1.4 1.7 1.7 1.3 1.3 1.8 2.3 2.4 2.0 1.5 1.2 2.0 2.3 2.0 1.5 1.1 1.2 1.6 2.1 2.2 1.6 2.2 2.3 1.7 1.2 0.9 0.9 1.5 1.2 1.2 1.2 1.7 2.2 1.1 1.5 1.8 1.7 1.4 1.0 0.9 1.9 1.5 1.1 1.0 1.1 1.4 1.9 1.3 1.2 1.0 1.2 1.2 1.2 1.0 1.0 0.9 0.9 2.1 1.8 1.4 1.1 0.8 0.9 1.0 1.2 1.5 2.0 2.3 1.8 1.2 0.9 0.9 0.9 0.9 0.9 1.1 1.5 1.5 1.2 0.9 0.7 0.7 0.9 1.0 1.1 1.1 1.2 1.1 1.4 1.7 1.8 1.4 1.1 1.1 1.1 1.1 1.2 1.1 1.2 1.2 1.2 0.9 0.8 0.8 1.1 1.2 1.3 1.2 1.7 2.2 2.2 1.6 1.1 0.9 1.0 1.1 1.8 1.6 1.3 1.3 1.3 1.4 1.4 1.3 1.0 0.8 0.9 1.3 1.7 1.0 1.1 1.4 1.6 1.6 1.2 0.9 2.2 2.1 1.5 1.4 1.6 1.9 2.0 1.6 1.1 0.8 1.0 1.5 2.0 0.8 0.8 0.9 1.0 0.8 2.0 1.5 1.4 1.8 2.2 1.4 1.2 1.2 1.3 0.8 2.1 1.8 1.4 1.4 1.7 2.2 2.2 1.9 1.4 1.0 1.3 1.8 2.1 2.0 1.6 1.2 1.8 2.3 2.3 1.8 1.4 1.5 1.8 2.3 2.4 1.8 1.3 1.0 1.2 1.6 2.0 1.8 1.4 1.0 1.4 1.6 1.7 1.6 1.5 1.3 1.5 1.8 1.9 1.7 1.3 1.1 0.8 0.9 1.0 1.2 1.1 0.9 0.8 2.0 1.6 1.5 1.2 1.3 1.3 1.6 1.9 2.2 2.3 1.6 1.1 1.2 1.6 2.5 2.2 1.6 1.2 1.2 1.7 2.0 1.6 1.7 1.4 1.2 1.6 1.9 1.8 1.6 1.4 2.2 1.6 1.3 1.5 1.6 1.6 1.6 1.4 2.0 1.5 1.3 1.4 1.5 1.7 2.1 1.6 1.6 1.4 1.3 1.4 1.7 2.2 2.5 2.0 1.3 1.2 1.2 1.3 1.8 2.3 2.6 2.0 1.5 1.3 1.2 1.2 1.5 2.0 2.1 1.6 1.9 1.4 1.1 1.1 1.1 1.4 1.6 1.4 2.3 1.5 1.0 0.9 0.8 0.9 1.4 1.2 1.4 0.9 0.8 0.7 0.9 1.8 1.5 1.5 1.2 0.9 0.8 2.3 1.7 1.1 1.0 0.8 0.9 1.5 1.8 2.2 2.4 2.0 1.6 1.3 1.4 1.4 1.8 2.6 2.0 1.2 1.1 1.0 1.0 1.1 1.5 1.8 1.7 1.8 1.8 1.7 1.6 1.7 1.6 1.7 2.1 2.4 1.7 1.6 1.3 1.1 1.3 1.5 2.1 2.3 1.9 1.8 1.6 1.7 1.9 2.3 2.3 1.9 2.0 2.2 1.9 1.8 1.4 2.1 1.5 1.3 1.5 1.9 2.6 2.7 2.2 1.8 1.6 1.8 2.3 2.8 2.7 2.2 1.8 1.7 1.4 1.4 1.2 2.1 1.5 1.2 1.5 1.7 1.4 2.3 1.6 1.4 1.0 2.0 1.5 1.1 1.6 1.3 1.2 1.4 2.6 2.0 1.5 1.3 1.6 2.1 1.9 1.5 1.1 0.9 2.4 1.6 1.2 1.1 1.3 1.2 1.3 1.5 1.9 2.0 1.5 1.3 1.2 1.4 1.6 2.2 1.9 1.5 1.3 1.2 1.1 2.4 1.6 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.3 1.3 1.1 1.0 0.9 1.0 1.2 1.4 1.3 1.2 1.1 1.3 1.5 2.3 1.8 1.4 1.1 1.2 1.4 1.8 1.7 1.5 1.2 1.1 1.1 1.2 1.2 1.0 0.9 0.8 1.0 1.1 1.2 1.1 1.1 1.1 1.4 2.0 1.5 1.5 1.3 1.1 1.1 1.3 1.9 2.4 2.3 1.8 1.3 1.1 1.1 1.3 1.3 1.1 1.0 0.9 1.0 1.1 1.2 1.1 1.1 1.1 1.5 2.2 1.1 1.1 1.1 1.6 1.4 1.3 1.5 1.9 1.9 1.5 1.4 1.2 1.4 1.6 1.9 1.5 1.4 1.2 1.4 1.8 1.3 1.0 0.9 1.1 1.4 1.9 2.5 2.5 2.0 1.6 1.4 1.7 2.2 2.5 2.0 1.6 1.3 1.3 1.3 2.1 1.4 1.1 1.4 1.1 1.1 1.1 1.4 1.8 1.6 1.9 1.3 1.4 2.3 2.0 1.3 1.6 1.4 1.2 1.0 1.1 1.4 2.1 1.9 1.7 2.2 2.6 1.9 1.4 1.7 2.0 2.5 2.4 1.7 1.8 1.5 2.2 1.8 1.8 2.0 1.6 1.3 1.2 1.4 1.7 2.3 2.5 2.1 1.9 1.8 2.1 2.4 2.6 2.1 1.6 1.4 1.6 1.9 2.3 2.2 1.3 1.3 1.5 1.8 1.8 1.8 2.3 2.6 2.1 1.6 1.3 1.3 1.4 1.7 1.9 1.9 1.9 1.9 1.9 2.0 2.0 1.6 1.4 1.3 1.6 1.8 1.9 1.8 1.3 1.3 1.2 1.0 1.3 1.4 2.0 1.9 1.3 1.2 1.6 1.8 2.1 2.2 1.9 1.7 1.4 1.1 1.1 1.1 1.6 1.9 2.2 1.8 1.8 1.6 1.1 0.8 1.1 1.3 1.8 2.4 2.7 2.6 1.9 1.3 1.1 1.9 2.4 2.5 2.2 1.6 1.2 1.0 0.9 1.1 1.6 2.2 2.4 2.0 2.3 1.8 1.2 0.9 1.0 1.1 1.4 1.9 2.4 2.1 1.6 1.2 1.2 1.2 1.3 2.2 1.6 1.3 1.2 1.1 1.2 1.4 1.7 1.5 1.3 1.1 1.2 1.4 1.6 1.6 1.3 1.9 1.4 1.0 1.0 0.9 1.1 1.0 0.9 1.0 1.3 1.7 2.1 1.2 1.1 2.1 1.5 0.9 0.9 0.9 1.0 0.9 0.9 1.0 1.3 1.9 2.3 1.2 1.0 1.8 1.3 1.0 1.0 0.9 1.1 1.0 0.9 1.0 1.2 1.5 1.9 1.6 1.3 1.2 1.1 1.0 1.2 1.4 1.7 1.6 1.3 1.1 1.1 1.2 1.2 2.1 1.5 0.8 0.9 1.0 1.4 1.9 2.4 2.1 1.6 1.2 1.0 0.8 0.7 2.3 1.7 0.7 0.9 1.0 1.6 2.4 2.7 2.7 2.0 1.3 1.0 0.8 1.9 1.4 0.7 0.9 1.0 1.6 2.4 2.7 2.7 2.0 1.3 1.0 0.8 0.7 1.3 1.1 1.0 1.1 1.1 1.4 1.9 2.4 2.2 1.7 1.3 1.2 1.1 1.1 1.0 0.9 1.6 1.3 1.1 1.3 1.4 1.8 1.6 1.4 1.3 1.3 1.5 1.7 1.4 1.1 2.1 1.5 1.0 1.1 1.1 1.3 1.2 1.1 1.2 1.4 1.9 2.3 1.9 1.4 2.1 1.5 1.1 1.1 1.1 1.3 1.2 1.1 1.2 1.4 2.0 2.3 2.3 1.7 1.6 1.4 1.1 1.3 1.4 1.7 1.6 1.3 1.3 1.4 1.7 2.0 2.2 1.6 1.3 1.3 1.2 1.5 1.8 2.3 2.2 1.7 1.4 1.4 1.7 2.0 2.2 2.1 1.7 1.3 1.3 1.8 2.2 1.7 1.2 1.1 1.5 2.0 2.2 1.9 1.4 1.6 1.4 1.1 1.2 1.2 1.7 2.7 2.0 1.5 1.3 1.4 1.7 2.1 1.9 1.5 1.2 1.2 1.5 1.8 1.4 1.1 1.0 1.1 1.3 1.5 1.5 1.4 1.4 1.3 1.2 1.1 1.5 1.4 1.3 1.7 2.2 1.6 1.3 1.2 1.1 1.1 1.2 1.3 1.3 1.2 1.1 1.1 1.2 1.3 1.2 1.1 1.0 0.8 0.8 0.9 1.0 1.2 1.5 1.8 1.3 1.4 1.2 1.9 1.5 1.3 1.5 1.9 2.4 2.4 1.9 1.6 1.6 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.9 0.9 1.1 1.3 1.5 2.1 2.0 1.7 2.2 1.6 1.1 1.2 1.3 1.7 1.7 1.6 1.6 1.9 2.0 1.1 1.0 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.2 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.8 2.1 2.2 1.5 0.9 0.9 0.8 0.9 1.2 1.5 2.2 2.4 1.1 1.3 1.5 1.5 1.3 1.1 1.2 1.4 1.7 1.6 1.4 1.2 1.3 1.5 1.6 1.3 1.2 1.3 2.1 1.6 1.3 0.9 0.8 0.7 0.8 1.2 1.6 2.2 1.5 1.9 2.4 2.4 1.9 1.5 1.6 2.0 2.5 2.4 2.0 1.6 1.8 2.2 2.4 1.6 1.1 1.0 1.4 1.4 1.5 1.6 1.2 1.4 1.9 1.4 1.2 1.0 1.5 2.0 2.0 1.7 1.3 1.1 1.3 1.3 1.4 1.7 1.9 1.1 1.0 1.1 1.0 2.1 2.5 2.0 1.5 1.2 1.4 1.7 1.9 1.7 1.5 1.3 1.5 1.8 2.1 2.0 1.6 1.3 1.2 1.5 1.7 2.0 1.7 1.4 1.2 1.4 1.6 1.8 1.8 1.5 1.3 1.1 1.3 1.4 1.5 1.3 1.1 0.9 0.9 1.0 1.1 1.1 1.4 1.2 1.6 2.1 2.4 2.1 1.6 1.3 1.5 2.0 2.5 2.4 1.9 1.4 1.2 1.6 2.2 2.4 2.1 1.6 1.2 1.4 1.9 2.3 2.3 1.8 1.3 1.1 1.5 2.0 2.2 1.9 1.4 1.0 1.1 1.5 1.8 1.8 1.4 1.9 1.4 1.1 1.3 1.7 2.2 2.2 1.7 0.7 0.9 1.3 1.9 2.3 2.1 1.6 1.1 0.9 1.0 1.4 1.9 2.3 1.1 0.9 1.0 1.0 1.5 2.2 2.0 1.9 1.6 1.3 1.2 1.2 1.4 1.7 2.0 1.7 1.3 1.1 1.1 1.3 1.8 0.9 1.2 1.4 1.5 1.6 1.7 1.6 1.6 1.5 1.5 1.4 1.4 1.3 1.1 2.2 1.6 1.2 1.1 1.2 1.3 1.2 1.4 1.4 1.4 1.6 1.8 2.1 2.4 1.9 1.6 1.3 1.2 1.1 1.0 2.0 1.5 1.1 1.0 1.0 1.0 1.7 1.8 1.5 1.4 1.7 2.2 2.7 2.9 2.5 2.0 1.4 1.3 1.2 1.2 1.4 1.2 1.1 1.1 1.2 1.3 1.8 1.5 1.1 0.7 2.0 2.2 1.7 1.4 1.7 2.2 2.7 2.8 2.5 2.0 1.4 1.3 1.4 1.7 0.9 0.9 1.0 1.0 1.4 1.8 2.2 2.0 1.3 0.8 2.1 2.2 1.6 1.3 1.5 1.8 2.4 2.6 2.1 1.7 1.4 1.4 1.7 2.2 0.7 0.8 0.9 1.1 1.7 2.3 2.2 1.9 1.3 0.9 1.8 1.7 1.4 1.3 1.5 1.6 1.9 2.0 1.8 1.6 1.3 1.4 1.0 1.1 1.6 2.2 1.6 1.3 1.4 1.3 1.3 1.5 1.7 2.1 2.3 1.9 1.6 1.3 1.3 1.5 1.4 1.2 1.1 1.1 1.3 1.6 1.4 1.5 1.3 1.3 1.3 1.6 2.1 2.6 2.9 2.4 1.9 1.4 1.3 1.3 1.4 2.0 1.5 1.1 1.1 1.1 1.2 1.5 1.8 1.5 1.4 1.8 2.3 2.0 1.4 1.2 1.1 1.1 2.3 1.7 1.2 1.1 1.0 1.0 1.3 1.7 2.4 2.2 1.7 1.4 1.6 2.0 2.6 2.8 2.3 1.8 1.3 1.2 2.0 1.5 1.2 1.2 1.6 1.9 2.6 2.5 1.7 1.3 1.5 1.7 2.0 2.2 1.9 1.6 1.3 1.2 1.4 1.7 1.3 1.2 1.1 1.3 1.6 2.1 2.5 2.4 2.0 1.6 1.7 2.1 2.1 1.6 1.4 1.5 1.7 2.0 2.0 1.8 1.5 1.3 1.3 1.7 2.3 0.9 1.0 1.1 1.3 1.7 2.0 1.9 1.8 1.5 1.4 1.5 1.7 1.7 1.5 1.4 1.6 2.0 2.5 2.7 2.2 1.7 1.3 1.3 1.7 2.3 0.9 1.0 1.1 1.5 2.0 1.9 1.1 1.1 1.2 1.4 1.4 1.4 1.4 1.8 2.4 1.9 1.4 1.3 1.4 1.8 1.2 1.1 1.2 1.7 1.0 1.2 1.4 2.0 2.6 1.7 1.6 1.4 1.8 2.2 2.7 2.9 2.5 1.9 1.4 1.3 1.2 1.3 0.9 0.8 1.0 1.3 2.0 2.2 1.9 1.4 1.1 1.4 1.8 2.2 2.1 1.6 1.2 1.2 1.6 2.1 2.1 1.7 1.1 1.7 2.4 1.1 1.3 1.9 2.4 2.1 1.7 1.4 1.5 1.7 2.1 2.4 2.1 1.7 1.4 1.2 1.0 0.8 1.1 1.0 1.0 1.2 1.5 1.7 1.5 1.4 1.2 1.3 1.5 1.7 1.6 1.4 1.2 1.2 1.3 1.5 1.5 1.3 1.1 1.0 1.1 1.4 1.9 1.6 1.4 1.3 1.3 1.3 1.6 1.9 2.5 1.9 1.4 1.5 1.5 1.6 1.9 1.9 1.9 1.6 1.3 1.0 0.8 2.3 1.8 1.2 1.1 1.0 1.1 1.3 1.3 1.3 1.2 1.1 1.2 1.3 1.3 1.3 1.2 1.1 1.1 1.2 1.2 1.2 1.1 1.0 1.0 1.0 1.2 1.4 1.3 2.0 1.7 1.4 1.3 1.3 1.4 2.3 1.8 1.5 1.6 1.4 1.8 2.2 2.5 2.0 1.5 1.3 2.0 1.6 1.3 1.3 1.2 1.3 1.5 1.6 1.5 1.4 1.2 1.3 1.5 1.6 1.6 1.4 1.2 1.2 1.3 1.4 1.4 1.2 1.2 1.0 1.1 1.2 1.3 1.0 2.2 2.0 1.4 1.3 1.3 1.4 1.9 1.7 1.8 1.9 1.7 2.2 2.5 2.3 1.7 1.6 1.2 1.0 1.3 1.8 2.3 2.2 1.7 1.3 1.4 1.9 1.5 1.4 1.5 1.6 1.5 2.2 1.9 1.5 1.2 1.4 1.7 2.1 1.9 1.2 1.2 1.4 1.7 1.8 1.4 1.3 1.3 1.6 1.5 1.0 2.0 1.6 1.4 1.3 1.4 1.7 1.4 1.6 2.0 2.4 1.9 1.6 1.2 1.3 1.7 2.2 2.2 1.7 1.2 1.0 1.2 1.5 1.9 1.8 1.5 1.4 1.5 1.7 2.0 2.1 1.9 1.0 1.2 1.5 2.1 2.1 2.0 1.5 1.2 1.4 1.8 2.1 2.0 1.2 1.2 1.6 2.1 2.2 1.8 1.4 1.5 2.1 1.8 0.8 1.3 1.2 1.2 1.2 1.7 2.2 1.1 1.4 2.1 2.6 1.9 1.5 1.2 1.5 1.9 2.3 2.1 1.6 1.3 1.3 1.5 1.7 1.7 1.4 1.3 1.2 1.3 1.4 1.5 1.5 1.4 1.5 1.5 1.7 1.7 1.7 1.9 0.8 1.1 1.7 2.4 1.6 2.3 0.8 0.8 0.9 1.1 1.7 2.3 1.4 1.9 2.3 2.0 2.5 2.4 1.8 1.4 1.1 1.3 1.5 1.7 1.7 1.5 1.4 1.3 1.3 1.3 1.1 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.8 1.9 1.8 1.8 2.1 1.6 2.3 1.5 2.0 0.7 0.8 1.0 1.2 1.4 1.7 1.9 1.7 1.9 1.8 1.4 1.3 1.2 1.3 1.3 1.2 1.3 1.3 1.4 1.4 1.4 1.3 1.2 1.3 1.4 1.6 1.8 1.6 1.6 1.7 2.1 2.3 2.3 2.1 1.8 1.6 1.1 1.5 1.9 1.3 1.6 1.1 1.2 1.5 1.3 1.5 1.5 1.5 1.5 1.7 1.7 1.7 1.5 1.3 1.2 1.2 1.2 1.4 1.4 1.3 1.3 1.5 1.7 1.9 1.7 1.3 1.0 1.2 1.5 2.3 2.0 1.7 1.9 2.3 2.5 2.5 1.7 1.2 1.2 1.4 1.5 1.3 1.0 1.2 1.4 1.4 0.9 1.1 1.3 1.5 1.6 1.5 1.4 1.3 1.5 1.8 2.0 1.7 1.5 1.4 1.9 2.2 2.0 1.6 1.3 1.3 1.4 1.7 1.8 1.6 1.3 1.2 2.1 2.3 2.0 1.4 1.0 1.2 1.5 2.6 1.7 1.1 1.0 0.9 1.2 1.5 1.7 1.6 1.5 1.3 1.3 1.4 1.5 1.4 1.2 1.0 1.0 1.2 1.4 1.5 1.3 1.1 0.9 1.1 1.3 1.6 1.5 1.3 1.2 1.3 1.5 1.8 1.9 1.5 1.2 1.0 1.3 1.7 2.2 2.1 1.7 1.4 1.4 1.8 2.3 2.4 1.9 1.4 1.1 2.4 2.3 1.5 1.1 1.2 1.6 2.1 2.2 1.8 1.3 1.1 2.1 1.4 0.9 1.2 1.1 1.6 2.1 2.4 2.0 1.6 1.3 1.5 1.9 2.3 2.1 1.6 1.2 1.1 1.5 2.1 2.2 1.8 1.3 1.0 1.3 1.8 2.3 2.2 1.6 1.3 1.3 1.8 2.3 2.4 2.0 1.4 1.1 1.4 1.9 2.2 2.1 1.7 2.0 1.4 1.1 4102 SF RESTAURANT - CASUAL 3986 SF RESTAURANT - EXHIBITION AND BAR 202 SF EX. DIR. OFF. 325 SF CONF RM 265 SF ADMIN RCPT 255 SF SHARED 176 SF VESTIBULE 969 SF LIVING ROOM/LOBBY 468 SF EMPL. SERVICES 457 SF ELECT 455 SF MECH 2599 SF KITCHEN 350 SF MEN'S RR 350 SF WOMEN'S RR 608 SF LOBBY/ LIVING RM 4572 SF RESTAURANT - GRILL 3608 SF CORRIDOR/ AMENITY CIRCULATION 276 SF STAIR 02 274 SF STAIR 03 1199 SF BAR 1000 SF MOVIE THEATER 512 SF LOBBY/LIVING RM 274 SF STAIR 01 274 SF STAIR 03 450 SF PRIVATE DNG 379 SF ELEVATOR LOBBY 700 SF WAITING 308 SF BOH 319 SF ELEV. LOBBY 416 SF RECV. 345 SF TRASH 469 SF WATER ENTRY 943 SF SERVERY 1206 SF EXHIBITION COOKLINE/SERVICE KITCHEN 300 SF AED OFF 267 SF FINANCE 315 SF RES. SERV. 317 SF WORK ROOM 89 SF RECPT 183 SF MARKET 2226 SF MARKETING SUITE 1100 SF CARDS AND GAMES 190 SF MEN'S RR 190 SF WOMEN'S RR 493 SF OUTDOOR AREA 800 SF MEDIA LOUNGE/ READING ROOM 650 SF CLASSROOM 290 SF STAIR 01 290 SF STAIR 03 303 SF ELEV LOBBY 438 SF LOBBY/LIVING RM 300 SF BOH344 SF RESIDENT STORAGE 255 SF ELEV LOBBY 479 SF IT AND EMHG211 SF BOH 299 SF BOH 1041 SF HR SUITE 1466 SF GS SUITE 290 SF STAIR 01 100 SF RR 660 SF STORAGE/ FUTURE GS/ MED GROWTH 228 SF CONF RM 2616 SF MEDICAL CENTER 821 SF CIRCULATION 132 SF MAIL 146 SF MAIL 138 SF MAIL 411 SF STORAGE/FUTURE MARKET EXPANSION 61 SF JAN 64 SF BOH 289 SF STAIR 01 610 SF LOBBY/LIVING RM 151 SF MAIL 289 SF STAIR 02 994 SF AMENITY SIERRA VILLAGE DRIVE SNF RB1.5 RB1.1 CB1.0 RB1.2 Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens 22 37W LED_D Back-Back KH15QC1X37U4KC 0.920 4653 319 37W LED Single KH15QC1X37U4KC 0.920 4653 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Park n Ride Illuminance Fc 1.44 2.5 0.7 2.06 3.57 Parking 1 Illuminance Fc 1.37 2.8 0.7 1.96 4.00 Parking 2 Illuminance Fc 1.57 2.9 0.8 1.96 3.63 Parking 3 Illuminance Fc 1.44 2.6 0.7 2.06 3.71 Parking 4 Illuminance Fc 1.68 3.0 0.7 2.40 4.29 Parking 5 Illuminance Fc 1.47 2.8 0.7 2.10 4.00 Parking 6 Illuminance Fc 1.42 2.6 0.7 2.03 3.71 Parking 7 Illuminance Fc 1.52 2.8 0.7 2.17 4.00 Parking 8 Illuminance Fc 1.56 2.9 0.7 2.23 4.14 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE SHEET E-3
SANTUCCI BOULEVARD PHOTOMETRIC PLAN - E-1 NORTH
MATCHLINE - SEE SHEET E-2
PC Exhibit D

1.1 1.2 1.0 1.2 1.2 1.6 0.9 1.2 0.9 1.1 1.2 1.5 1.5 2.1 1.8 2.3 1.5 2.0 1.3 1.5 1.1 1.2 0.7 1.1 1.7 2.1 1.9 1.3 0.9 0.8 1.0 1.5 2.0 2.2 1.7 1.2 0.8 0.9 1.0 1.5 2.0 2.3 1.9 1.4 0.9 0.8 1.0 1.4 2.0 2.1 1.7 1.1 0.7 0.7 1.0 1.5 2.0 2.1 1.6 1.2 0.8 0.9 1.5 1.5 1.5 2.0 1.4 1.0 0.7 0.7 0.8 1.1 1.3 1.5 1.4 1.2 0.9 0.9 1.0 1.2 1.4 1.5 1.2 1.1 0.9 1.0 1.1 1.4 1.6 1.6 1.5 1.2 1.0 0.9 1.0 1.2 1.4 1.5 1.2 1.1 0.9 0.9 1.0 1.3 1.5 1.6 1.4 1.2 1.1 1.4 1.9 2.3 2.4 2.0 1.8 1.9 2.0 2.2 2.0 1.4 1.0 0.9 0.9 0.9 1.1 1.1 1.1 1.0 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 1.1 1.4 1.7 1.4 1.2 1.2 1.2 1.0 1.0 1.0 0.9 0.9 0.9 0.9 1.0 0.9 1.0 1.1 1.1 1.1 1.2 1.2 1.3 1.2 1.4 1.7 1.9 2.0 1.8 1.9 2.3 2.3 1.4 1.5 1.4 1.2 1.0 1.1 1.2 1.3 1.3 1.2 1.1 1.1 1.2 1.2 1.3 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.3 1.9 2.2 1.3 1.1 1.2 1.3 1.4 1.3 1.1 0.9 0.8 0.8 0.9 1.1 1.2 1.3 1.3 1.2 1.2 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.4 1.5 1.7 2.2 2.3 1.1 1.2 1.1 1.1 1.0 1.7 1.3 1.3 1.6 1.9 1.6 1.2 0.8 1.2 1.5 2.2 1.0 1.3 1.7 2.0 1.7 1.2 0.8 0.7 1.1 1.6 2.0 1.7 1.4 1.1 1.2 1.5 2.0 2.0 1.6 1.3 1.4 1.6 1.8 1.2 1.3 1.1 1.0 0.9 2.1 1.5 1.4 2.0 2.2 1.9 1.3 0.9 1.4 1.6 2.0 1.0 1.3 1.8 2.1 1.9 1.3 0.8 0.7 1.2 1.8 2.1 2.0 1.5 1.1 1.3 1.7 2.2 2.2 1.7 1.1 1.1 1.2 1.3 1.6 1.6 1.2 1.0 0.9 2.1 1.9 1.6 1.5 1.6 1.6 1.0 1.1 2.1 2.0 1.4 1.1 0.9 2.3 2.2 1.6 1.4 1.3 1.2 1.3 1.5 2.2 2.3 1.6 1.4 1.3 2.1 1.8 1.5 1.3 1.3 1.2 1.6 2.0 1.9 1.7 1.7 1.8 1.5 1.4 1.4 1.3 1.4 1.6 1.8 2.3 1.7 2.0 2.4 1.0 1.2 1.4 1.4 1.7 2.2 1.5 2.0 1.6 2.0 2.4 1.0 1.4 1.8 1.7 1.9 2.5 1.2 1.4 1.6 1.7 2.0 1.1 1.8 2.3 1.9 1.8 2.2 1.0 1.2 1.3 1.9 1.6 1.4 1.4 1.1 1.6 2.1 2.1 1.7 1.2 1.0 2.2 2.1 1.7 2.6 2.0 1.6 1.3 1.5 2.0 2.0 1.7 1.2 0.9 1.0 1.9 2.0 1.8 1.2 0.9 0.8 1.1 1.7 2.1 2.0 1.5 1.0 0.7 1.1 1.3 1.7 2.2 2.2 1.6 1.2 1.0 1.0 1.4 1.9 1.9 1.5 1.2 1.0 2.1 1.9 1.5 2.4 1.8 1.3 1.1 1.4 1.9 2.1 1.7 1.2 0.9 1.0 1.9 2.1 1.7 1.2 0.9 0.8 1.1 1.6 2.0 1.8 1.4 1.1 1.0 1.3 1.3 1.4 1.7 2.1 2.3 1.9 1.3 2.0 1.5 1.1 1.0 0.9 0.9 1.1 1.3 1.4 1.5 1.4 1.3 1.2 1.3 1.4 1.5 1.5 1.4 1.4 1.9 2.0 1.6 1.2 1.1 1.1 1.2 1.3 1.5 1.5 1.3 1.2 1.0 1.1 1.3 1.4 1.5 1.3 1.2 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.3 1.3 1.5 1.8 2.0 1.8 1.6 1.6 1.8 1.9 1.7 1.3 0.9 1.4 1.2 1.0 1.0 1.0 1.0 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.4 1.6 1.6 1.3 1.1 1.1 1.0 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.0 1.1 1.0 1.0 1.2 1.2 1.3 1.3 1.4 1.4 1.5 1.9 2.3 2.4 2.2 1.8 2.1 2.1 1.3 0.9 0.7 0.9 1.2 1.4 1.7 1.6 1.3 1.2 1.2 1.4 1.7 1.8 1.5 1.3 1.1 1.2 1.5 1.8 1.9 1.6 1.3 1.1 1.2 1.3 1.6 1.6 1.4 1.3 1.2 1.3 1.4 1.5 1.4 1.2 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.4 1.5 1.7 1.8 1.7 1.5 1.8 2.5 2.2 0.8 1.3 1.8 2.2 2.1 1.5 1.1 1.2 1.6 2.2 2.3 1.8 1.3 1.0 1.2 1.7 2.3 2.4 2.0 1.4 1.1 1.3 1.6 2.1 2.2 1.7 1.3 1.1 1.4 1.9 2.2 1.8 1.3 0.9 1.0 1.3 1.9 2.2 1.9 1.5 1.4 1.7 2.1 2.3 1.9 1.3 1.7 2.4 1.5 2.0 1.3 1.6 1.3 1.6 1.3 2.0 1.7 1.4 2.2 1.9 1.3 1.9 1.9 1.0 1.4 1.5 1.4 1.9 2.0 1.8 1.3 1.1 1.4 1.9 2.1 1.9 1.5 1.2 1.4 1.9 2.4 2.4 2.1 1.5 1.2 1.5 1.9 2.1 2.0 1.6 1.2 1.3 1.7 2.0 2.0 1.7 1.3 1.0 1.4 1.9 2.1 1.9 1.5 1.2 1.3 1.7 2.1 2.1 1.8 1.4 1.1 1.5 1.9 2.1 2.0 1.7 1.4 1.6 2.0 2.3 2.2 1.8 1.3 1.1 1.4 1.8 2.0 1.9 1.4 1.1 1.2 1.6 2.0 2.0 1.6 1.2 1.0 1.4 1.8 2.0 1.9 1.5 1.1 1.3 1.7 2.1 2.1 1.7 1.3 1.2 1.5 1.2 1.7 2.0 2.0 1.6 1.2 1.2 1.5 2.0 2.1 1.6 1.2 1.0 1.3 1.8 2.2 1.9 1.5 1.2 1.5 2.0 2.7 2.9 2.3 1.6 1.2 1.5 1.9 2.3 2.1 1.6 1.3 1.4 1.6 2.1 2.1 1.6 1.2 1.0 1.3 1.8 2.2 2.0 1.5 1.2 1.3 1.7 2.2 2.2 1.8 1.4 1.2 1.5 1.9 2.3 2.1 1.8 1.6 1.9 2.3 2.6 2.4 1.8 1.3 1.0 1.3 1.8 2.1 1.8 1.4 1.0 1.1 1.5 2.0 2.0 1.6 1.2 1.0 1.3 1.7 2.1 1.8 1.4 1.1 1.3 1.7 2.2 2.2 1.8 1.3 1.2 1.5 2.1 2.3 1.8 1.8 1.5 1.1 1.3 1.7 2.1 1.8 1.3 1.0 0.9 1.1 1.2 1.2 1.1 0.9 0.8 1.0 1.2 1.3 1.3 1.2 1.1 1.4 1.8 2.4 2.8 2.2 1.5 1.2 1.3 1.5 1.6 1.6 1.4 1.3 1.3 1.2 1.4 1.3 1.1 1.0 0.9 1.1 1.3 1.5 1.4 1.3 1.2 1.3 1.4 1.6 1.6 1.5 1.3 1.2 1.3 1.5 1.6 1.6 1.7 1.7 2.1 2.5 2.1 1.7 1.3 1.1 0.9 1.0 1.1 1.3 1.2 1.0 0.8 0.9 1.0 1.2 1.3 1.1 0.9 0.8 1.0 1.1 1.3 1.2 1.1 1.0 1.2 1.4 1.6 1.6 1.3 1.2 1.0 1.2 1.5 1.7 1.6 1.3 1.2 2.0 1.4 1.1 1.1 1.1 1.6 2.3 2.9 1.8 2.4 2.8 1.4 1.4 1.2 1.1 1.1 1.1 1.3 1.8 1.5 2.3 3.0 2.4 2.0 1.6 1.4 1.4 1.4 1.6 2.1 2.4 1.8 2.4 2.7 1.7 1.6 1.3 1.0 0.8 0.9 1.3 2.0 2.2 1.4 1.9 2.5 2.6 2.7 2.2 1.7 1.4 1.6 2.2 1.7 1.4 1.3 1.4 1.3 1.5 1.8 2.1 1.4 1.8 2.2 2.0 2.0 1.5 1.1 0.8 0.7 1.1 1.6 2.0 1.7 1.4 1.6 2.0 2.2 2.3 2.4 2.0 1.7 1.4 1.6 1.1 1.3 1.6 1.6 1.5 1.6 1.7 2.0 1.8 1.6 1.5 1.6 1.4 1.3 1.3 1.4 1.6 1.8 1.5 1.2 2.2 2.4 1.8 1.4 1.3 0.7 1.1 1.4 1.4 2.2 1.6 1.3 1.4 1.7 2.0 2.2 2.2 1.8 1.7 1.4 1.6 1.9 2.0 1.3 1.3 1.3 1.4 1.4 1.7 2.2 2.6 2.2 1.8 1.4 1.4 1.2 1.2 1.2 1.3 1.4 1.6 1.8 1.7 2.1 2.3 2.0 1.9 2.0 0.8 1.1 1.2 1.2 2.2 1.6 1.3 1.3 1.6 2.2 2.6 2.6 2.1 1.7 1.4 1.5 1.6 1.6 1.7 1.6 1.3 1.3 1.3 1.9 2.7 2.9 2.8 2.0 1.4 1.4 1.3 1.4 1.4 1.5 1.5 1.7 2.2 2.2 1.8 2.0 2.0 2.3 2.5 0.7 0.9 1.3 1.7 1.8 1.5 1.3 1.4 1.8 2.5 2.9 2.8 2.4 1.9 1.5 1.5 1.6 1.7 2.1 1.9 1.3 1.1 1.2 1.8 2.7 2.9 2.0 1.4 1.4 1.6 2.0 2.0 1.8 1.6 1.7 2.2 2.1 1.9 2.1 2.1 2.3 2.5 0.8 1.4 2.1 1.6 1.4 1.3 1.3 1.7 2.3 2.8 2.7 2.3 1.8 1.5 1.6 1.9 2.1 2.1 1.9 1.3 1.1 1.1 1.6 2.3 2.4 1.8 1.4 1.6 1.9 2.4 2.5 2.2 1.8 1.7 1.9 1.9 2.3 2.3 2.0 1.9 2.0 0.8 1.4 2.2 1.8 1.7 1.4 1.2 1.2 1.4 1.9 2.4 2.4 1.9 1.6 1.4 1.6 2.2 2.5 1.7 1.5 1.1 1.1 1.1 1.4 1.9 2.0 1.6 1.3 1.4 1.7 1.7 1.7 1.7 1.6 2.4 2.5 1.9 1.6 1.4 0.8 1.2 1.7 1.7 2.1 1.5 1.1 1.1 1.3 1.6 1.9 1.8 1.6 1.5 1.3 1.6 2.1 2.4 1.3 1.2 1.1 1.1 1.1 1.4 1.8 1.9 1.5 1.2 1.2 1.2 1.3 1.6 1.6 1.7 1.7 1.6 2.1 2.0 1.6 1.3 1.2 0.9 1.1 1.3 1.3 2.3 1.5 1.2 1.1 1.3 1.7 2.0 2.0 1.6 1.5 1.3 1.5 1.8 2.0 1.3 1.1 1.0 1.0 1.1 1.5 2.2 2.2 1.7 1.4 1.4 1.6 1.8 2.1 2.0 2.0 2.1 2.2 1.6 1.5 1.9 2.3 2.1 0.9 1.1 1.2 1.1 2.0 1.5 1.2 1.2 1.5 2.0 2.6 2.5 2.0 1.6 1.4 1.5 1.7 1.8 1.6 1.4 1.1 1.1 1.2 1.7 2.6 2.6 1.9 1.5 1.6 1.9 2.4 2.6 2.5 2.3 2.5 2.6 1.5 1.9 2.2 1.9 2.1 1.8 0.9 0.9 1.3 1.5 1.4 1.3 1.3 1.8 1.9 1.5 1.6 1.8 1.9 2.1 1.8 1.3 1.1 1.2 1.8 2.7 1.4 1.6 2.2 2.6 2.8 2.6 2.0 1.4 2.0 2.6 3.0 2.6 2.2 1.8 1.7 1.5 1.2 1.0 1.0 1.0 1.5 2.1 1.6 1.9 1.6 1.4 1.4 1.8 2.4 2.9 2.8 2.3 1.9 1.6 1.8 2.2 2.4 2.2 2.0 1.4 1.3 1.3 1.6 1.8 1.5 1.6 1.9 2.4 2.5 2.1 1.5 1.4 1.9 2.3 2.3 2.2 2.0 1.7 1.6 1.4 1.1 1.0 0.9 1.1 1.7 2.3 2.3 1.8 1.5 1.5 1.7 2.0 2.3 2.3 1.9 1.8 1.7 1.9 2.4 2.5 1.8 1.7 1.5 1.4 1.4 1.6 2.0 2.2 1.9 1.7 1.6 1.6 1.7 1.9 1.9 1.6 1.2 1.5 2.1 2.4 2.2 1.9 1.8 1.9 1.7 1.0 1.1 1.5 2.0 1.7 1.8 1.8 1.8 1.7 1.8 1.8 1.9 1.9 1.9 2.1 2.1 1.3 1.4 1.5 1.6 1.6 1.5 1.6 1.6 1.6 1.6 1.6 1.7 1.5 1.5 1.5 1.2 1.0 2.7 2.4 2.1 2.4 2.1 1.1 1.3 1.5 2.0 2.3 2.0 1.7 1.5 1.7 1.9 2.4 2.3 2.0 1.5 1.9 2.1 1.8 1.6 1.4 1.5 1.8 2.1 2.1 1.7 1.4 1.0 1.1 1.1 2.1 2.4 2.1 1.6 1.2 1.5 1.9 2.4 2.3 1.9 1.6 2.2 2.4 2.0 1.6 1.3 1.5 1.9 2.4 2.4 2.0 1.6 1.1 1.3 1.3 2.4 2.0 1.2 1.2 1.7 1.7 1.4 2.2 1.9 1.3 2.1 1.6 1.1 1.6 1.5 2.1 2.2 0.9 1.1 1.3 1.2 1.1 1.3 1.5 1.5 0.8 0.8 1.3 1.8 2.1 1.7 1.1 1.7 2.2 1.8 1.3 0.9 1.0 1.1 1.9 2.6 2.7 2.1 1.3 0.8 1.2 1.6 2.0 2.1 1.5 1.0 0.8 0.9 1.0 1.3 2.0 2.7 2.8 2.3 1.4 0.9 1.3 1.4 1.1 1.3 1.3 1.1 1.2 1.1 1.2 1.4 1.9 2.5 2.4 1.9 1.3 0.9 2.1 2.1 1.5 1.2 1.1 1.6 1.8 1.5 1.3 1.3 1.7 2.0 1.8 1.5 1.1 1.0 0.8 1.2 1.8 2.1 1.8 1.4 2.4 2.1 1.5 1.4 1.4 1.4 1.4 1.4 1.1 0.9 0.8 1.0 1.2 1.4 1.3 2.2 1.6 1.4 1.4 1.4 1.4 1.5 1.2 0.8 0.7 0.8 0.9 1.0 1.1 1.3 1.4 1.4 1.4 1.7 2.0 1.0 1.0 1.3 1.6 2.0 2.5 1.0 1.0 1.4 2.1 1.7 2.3 2.3 1.6 2.0 2.5 1.5 1.2 1.1 1.1 1.3 1.8 1.5 1.7 1.7 1.5 1.4 1.5 1.6 1.8 2.0 2.1 1.6 1.3 1.1 1.2 1.4 1.3 1.4 1.3 1.2 1.3 1.7 1.9 1.7 1.6 2.2 1.8 1.3 1.1 1.1 1.2 1.7 1.7 1.4 1.2 1.2 1.9 2.3 1.7 1.3 1.8 1.4 1.2 1.1 1.2 1.4 2.3 2.1 1.5 2.5 1.8 1.2 1.2 1.1 1.0 1.1 1.3 1.8 1.8 1.4 2.3 1.7 1.2 0.9 0.8 0.9 1.0 1.4 2.1 1.7 1.5 1.5 0.9 0.9 1.2 1.7 1.3 1.4 1.7 2.1 2.5 2.3 1.8 1.3 1.0 1.0 1.2 1.3 1.1 1.3 1.6 1.8 2.0 1.9 1.5 1.3 1.1 1.1 1.1 1.0 1.2 1.5 1.7 1.4 1.4 1.3 1.2 1.3 1.3 1.4 1.4 1.3 1.9 2.0 1.0 1.0 1.3 1.7 2.1 1.8 1.4 2.3 2.0 0.7 0.8 1.2 1.8 2.1 1.9 1.3 2.0 1.8 1.1 1.5 1.5 0.9 1.1 1.2 1.0 1.2 1.2 1.3 1.6 1.6 1.2 1.6 2.2 2.0 1.3 1.8 2.2 2.0 1.7 2.3 2.0 1.3 1.5 1.6 1.5 1.4 1.2 1.5 1.9 1.7 1.2 1.2 1.1 1.1 1.1 1.0 1.2 1.4 1.3 1.5 1.5 1.2 1.0 1.0 0.9 1.0 1.1 1.1 2.1 1.8 1.3 0.9 1.1 1.4 1.3 1.9 1.8 1.3 0.8 1.3 1.8 1.7 1.4 2.2 1.9 1.3 2.0 1.8 1.1 1.5 1.5 0.9 1.1 1.1 1.0 1.2 1.2 1.1 1.5 1.6 1.4 2.1 1.9 2.2 1.9 1.3 0.8 1.4 2.1 1.7 1.5 1.1 0.9 0.9 1.2 1.6 1.3 1.3 1.1 0.9 0.8 0.8 0.9 1.3 1.4 1.3 1.0 0.8 0.7 1.4 1.7 1.7 1.3 1.6 2.1 2.2 1.6 CIRCLE K 512 SF LOBBY/LIVING RM 290 SF STAIR 02 290 SF STAIR 03 290 SF STAIR 01 1106 SF BOH 350 SF RR 350 SF RR 479 SF LOBBY/LIVING RM 170 SF MAIL 3357 SF RESTAURANT 2 2869 SF KITCHEN 2366 SF BAR 3694 SF FORMAL RESTAURANT 3400 SF FORMAL RESTAURANT 190 SF EL LOBBY 3600 SF CASUAL RESTAURANT 800 SF SERVERY 1002 SF LOBBY/LIVING RM 4903 SF SERVICE 450 SF PVT DINING 200 SF WORK RM 325 SF CONF RM 150 SF OFFICE 146 SF MKT161 SF RECEPT 50 SF MOB STOR 2188 SF CVS PHARMACY 619 SF EMPL LOUNGE 97 SF RR 98 SF RR 80 SF RR 800 SF CLASSROOM 700 SF LIBRARY/READING 825 SF CARDS 1142 SF WOOD WORKING 650 SF CREATIVE ARTS 500 SF Room 125 SF RR 125 SF RR 4376 SF UNPROGRAMED 138 SF MAIL 252 SF STAIR 2 4536 SF LIFE ENRICHMENT CENTER LOBBY/LIVING RM 132 SF MAIL BASELINE ROAD RB2.3 RB2.2 CB2.0 AL Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens 22 37W LED_D Back-Back KH15QC1X37U4KC 0.920 4653 319 37W LED Single KH15QC1X37U4KC 0.920 4653 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Park n Ride Illuminance Fc 1.44 2.5 0.7 2.06 3.57 Parking 1 Illuminance Fc 1.37 2.8 0.7 1.96 4.00 Parking 2 Illuminance Fc 1.57 2.9 0.8 1.96 3.63 Parking 3 Illuminance Fc 1.44 2.6 0.7 2.06 3.71 Parking 4 Illuminance Fc 1.68 3.0 0.7 2.40 4.29 Parking 5 Illuminance Fc 1.47 2.8 0.7 2.10 4.00 Parking 6 Illuminance Fc 1.42 2.6 0.7 2.03 3.71 Parking 7 Illuminance Fc 1.52 2.8 0.7 2.17 4.00 Parking 8 Illuminance Fc 1.56 2.9 0.7 2.23 4.14 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE SHEET E-4 BASELINE ROAD NORTH
MATCHLINE - SEE SHEET E-1 PHOTOMETRIC PLAN - E-2
PC Exhibit D

2.3 1.9 1.4 0.9 1.0 1.4 2.0 2.2 1.9 1.3 0.9 0.9 1.4 2.0 2.2 2.0 1.4 0.9 1.0 1.4 2.0 2.3 2.0 1.5 1.1 1.3 1.8 2.2 2.0 1.6 1.2 0.8 0.9 1.1 1.5 1.7 1.4 1.1 0.8 0.8 1.1 1.5 1.8 1.5 1.1 0.8 0.8 1.1 1.5 1.7 1.5 1.2 0.9 1.1 1.3 1.7 1.3 1.4 1.5 1.3 1.1 0.8 0.9 1.0 1.1 1.1 1.1 1.0 0.8 0.8 1.0 1.1 1.1 1.1 0.9 0.8 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.9 1.0 1.1 1.2 1.0 1.6 1.6 1.4 1.3 1.1 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.9 0.9 0.9 1.0 0.9 0.8 0.9 1.0 1.0 1.1 1.1 2.1 1.8 1.4 1.3 1.2 1.1 1.1 1.0 1.0 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.9 0.9 1.0 0.9 1.2 1.4 2.3 2.0 1.4 1.3 1.6 1.7 1.3 1.1 1.0 1.3 1.5 1.7 1.4 1.0 0.8 0.7 1.0 1.2 1.5 1.4 1.1 1.0 1.0 1.2 1.4 1.4 1.1 1.0 1.4 1.9 2.1 1.8 1.4 1.5 2.2 2.3 1.8 1.3 1.2 1.6 2.1 2.3 1.9 1.3 0.9 0.9 1.2 1.8 2.2 2.1 1.5 1.2 1.2 1.6 2.1 2.2 1.4 1.1 1.6 2.2 1.2 1.3 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.3 0.8 1.4 2.0 1.2 1.0 1.0 0.9 0.9 0.8 0.7 0.9 0.9 1.0 1.0 1.0 0.9 0.8 0.9 0.9 1.0 1.0 1.0 0.9 0.8 0.8 1.0 0.9 0.7 0.7 0.8 1.0 0.9 1.6 2.2 1.6 1.4 1.3 1.2 1.2 1.2 1.0 0.9 1.1 1.3 1.6 1.6 1.3 1.2 1.0 1.2 1.4 1.7 1.7 1.4 1.2 1.0 1.1 1.3 1.5 1.6 1.4 1.1 0.9 0.8 0.9 1.1 1.4 1.6 1.6 1.3 0.9 0.9 1.4 1.9 2.1 1.8 1.5 1.4 1.7 1.8 1.2 1.1 1.5 2.0 2.5 2.4 1.9 1.6 1.3 1.6 2.1 2.6 2.6 2.1 1.6 1.3 1.4 1.8 2.3 2.5 2.1 1.5 1.0 0.9 1.0 1.3 1.8 2.3 2.4 1.9 1.3 0.9 0.7 0.7 0.9 1.1 1.3 1.4 1.4 1.1 0.8 0.8 1.0 1.3 1.5 1.8 1.8 2.3 2.4 1.8 1.1 1.0 1.0 1.3 1.7 2.1 2.3 2.2 1.6 1.1 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.8 2.1 1.9 2.5 2.5 1.2 1.1 1.7 2.3 2.8 2.7 2.2 1.7 1.4 1.8 2.2 2.8 2.7 2.2 1.7 1.4 1.6 2.0 2.6 2.8 2.4 1.8 1.2 1.0 1.0 1.5 2.1 2.6 2.7 2.2 1.1 1.1 1.2 1.6 1.7 1.3 1.2 1.3 1.4 1.4 1.3 1.3 1.4 1.6 2.1 2.2 1.9 1.4 1.0 0.8 1.8 2.1 1.1 1.0 1.3 1.6 2.0 1.9 1.6 1.3 1.1 1.3 1.6 1.9 1.9 1.6 1.3 1.1 1.3 1.5 1.8 2.0 1.7 1.3 0.9 0.8 0.9 1.2 1.5 1.9 2.1 1.7 1.1 1.3 1.3 1.8 2.1 2.0 1.5 1.2 1.2 1.3 1.5 1.6 1.6 1.5 1.2 1.0 1.0 1.1 1.4 1.9 2.0 1.5 2.3 2.0 1.7 1.8 1.7 1.2 1.0 1.2 1.3 1.3 1.3 1.3 1.2 1.1 1.2 1.2 1.2 1.3 1.3 1.2 1.1 1.2 1.3 1.3 1.3 1.3 1.2 1.0 0.9 0.9 1.0 1.2 1.4 1.5 1.4 1.2 1.0 1.1 1.3 1.9 2.4 1.1 1.6 2.0 2.1 1.6 1.1 1.0 1.0 1.0 1.2 1.5 1.8 1.8 1.5 1.2 1.2 1.4 1.9 2.3 2.0 1.6 1.1 0.9 0.8 0.8 2.4 2.0 1.5 1.4 1.3 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.2 1.3 1.3 1.2 1.1 1.1 1.2 1.5 1.9 0.7 0.8 1.1 1.6 2.1 2.3 2.0 1.4 1.1 1.2 1.4 1.6 1.6 1.6 1.4 1.2 1.0 1.0 1.2 1.7 2.3 1.4 1.4 1.5 1.6 1.6 1.3 1.1 0.9 1.0 1.2 1.4 1.5 1.4 1.1 0.9 0.9 1.2 1.4 1.6 1.5 1.2 1.0 0.9 1.1 1.3 1.5 1.4 1.2 1.0 0.9 1.1 1.4 1.6 1.6 1.4 1.2 1.1 1.5 1.2 0.9 0.9 1.0 1.1 1.4 1.7 1.9 1.8 1.4 1.2 1.2 1.4 1.7 1.3 1.7 2.1 2.2 1.7 1.2 0.9 0.9 1.4 1.9 2.2 1.8 1.3 0.9 0.9 1.3 1.9 2.2 2.0 1.4 1.0 0.8 1.2 1.7 2.1 2.0 1.5 1.1 0.8 1.1 1.6 2.1 2.1 1.7 1.1 0.8 0.9 1.3 1.8 2.3 2.2 1.7 1.2 0.9 1.4 1.0 0.8 1.1 1.2 1.0 1.2 1.2 1.6 1.5 2.2 1.7 2.3 1.5 2.0 1.4 2.0 2.3 2.0 1.6 1.2 1.3 1.2 0.9 0.9 0.9 1.2 1.8 2.1 2.3 2.6 2.5 1.8 1.3 0.9 1.4 1.5 1.3 1.1 1.5 1.9 1.8 1.6 1.6 2.0 2.1 1.5 1.2 1.2 1.4 1.9 2.2 2.3 2.3 2.2 1.8 1.7 1.7 1.6 1.5 1.4 1.2 0.9 1.1 1.3 1.4 1.6 2.0 2.6 2.7 2.1 1.5 1.2 1.3 1.6 1.8 2.6 2.2 1.8 1.8 1.6 1.8 2.2 2.5 2.5 2.0 1.8 1.7 1.5 0.9 0.9 1.1 1.2 1.5 2.2 2.9 2.8 2.5 1.7 1.3 1.3 1.3 1.4 2.5 2.1 1.5 1.5 1.4 1.6 1.7 1.8 1.8 1.6 1.7 2.0 1.9 1.0 1.0 1.0 1.1 1.4 1.9 2.6 2.8 2.2 1.6 1.2 1.2 1.2 1.4 1.9 1.6 1.3 1.4 1.4 1.7 2.4 2.2 1.5 1.3 1.1 1.1 1.2 1.4 2.0 2.2 1.7 1.4 1.2 1.3 1.5 1.8 1.3 1.2 1.1 1.3 1.5 2.0 2.1 2.0 1.9 1.4 1.1 1.1 1.1 1.5 1.7 1.3 1.2 1.2 1.3 1.8 2.4 0.9 1.0 1.0 1.2 1.5 1.6 2.3 2.2 1.5 1.1 1.1 1.1 1.5 1.6 1.3 1.2 1.1 1.4 1.9 2.5 1.2 1.1 1.1 1.2 1.6 2.1 1.1 1.2 2.1 1.9 1.5 1.3 1.3 1.4 1.9 2.2 1.6 1.4 1.3 1.4 1.7 2.2 1.6 1.3 1.1 1.1 1.3 1.5 1.2 1.2 2.1 1.9 1.6 1.4 1.4 1.7 2.5 2.7 2.1 1.6 1.4 1.5 1.7 2.1 2.1 1.5 1.1 1.0 1.0 1.1 1.5 1.6 2.3 2.0 1.6 1.4 1.4 2.0 2.8 2.7 2.5 1.7 1.3 1.4 1.8 2.3 2.1 1.5 1.1 1.1 1.0 1.2 1.9 2.1 2.5 2.3 1.6 1.3 1.4 1.7 2.5 2.6 2.2 1.5 1.3 1.4 1.9 2.6 1.5 1.2 1.1 1.1 1.2 1.6 2.1 2.0 2.4 2.1 1.6 1.3 1.2 1.3 1.9 2.1 1.6 1.2 1.2 1.3 1.7 2.4 1.1 1.1 1.0 1.1 1.5 2.1 1.6 1.7 2.0 1.8 1.5 1.2 1.1 1.1 1.4 1.6 1.3 1.1 1.1 1.2 1.6 1.9 1.0 0.9 1.0 1.1 1.6 2.2 1.2 1.3 2.0 1.8 1.5 1.2 1.1 1.1 1.3 1.4 1.2 1.0 1.1 1.2 1.5 1.9 1.3 1.1 1.0 1.1 1.3 1.8 0.9 1.0 1.0 2.3 2.0 1.5 1.2 1.1 1.2 1.6 1.7 1.4 1.2 1.1 1.2 1.6 2.2 1.8 1.3 1.1 1.1 1.1 1.3 1.1 1.3 1.3 2.4 2.2 1.5 1.2 1.2 1.6 2.2 2.4 1.9 1.4 1.1 1.2 1.7 2.4 2.1 1.5 1.1 1.0 1.0 1.0 1.3 1.8 1.6 2.0 1.7 1.3 1.2 1.4 1.8 2.4 2.6 2.2 1.5 1.2 1.2 1.5 2.1 1.9 1.4 1.2 1.2 1.2 1.3 1.5 2.3 1.6 1.4 1.2 1.1 1.0 1.2 1.2 1.4 1.6 1.4 1.3 1.1 1.1 1.3 1.5 1.4 1.3 1.3 1.4 1.5 1.8 1.4 2.0 1.5 0.9 0.9 0.9 1.0 1.1 1.4 1.9 2.1 1.6 1.3 1.1 1.0 1.0 1.1 1.1 1.4 1.4 1.5 1.9 2.3 1.2 1.5 0.9 0.8 0.9 1.0 1.2 1.7 2.4 2.7 2.1 1.5 1.1 1.0 2.0 1.7 1.5 1.9 2.2 1.0 1.1 1.2 1.0 1.0 1.1 1.3 2.0 2.8 2.8 2.5 1.6 1.0 0.9 2.4 1.9 1.4 1.4 1.9 2.3 2.2 1.6 1.1 2.2 1.6 1.4 1.4 1.7 1.2 1.3 1.7 1.4 1.2 1.1 1.3 1.8 2.6 2.8 2.4 1.6 1.2 1.0 1.1 1.4 1.8 1.6 1.4 1.4 1.6 1.9 1.8 1.5 1.2 1.1 2.3 2.0 1.5 1.3 1.3 1.2 1.6 1.8 2.1 1.9 1.3 1.1 1.1 1.4 2.1 2.4 2.0 1.6 1.3 1.1 1.0 1.1 1.2 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.6 1.8 1.7 1.7 1.3 1.3 1.1 0.9 1.4 2.1 2.1 2.1 1.7 1.2 0.9 0.9 1.0 1.5 1.9 1.8 1.7 1.5 1.3 1.1 1.1 1.2 1.4 1.5 1.5 1.4 1.3 1.2 1.2 1.4 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.4 1.2 1.1 1.5 2.2 1.6 1.6 1.4 1.0 0.8 0.8 0.8 1.5 1.8 2.1 2.0 1.5 1.2 1.0 1.2 1.5 1.9 2.0 1.6 1.3 1.1 1.2 1.5 2.0 2.3 2.0 1.7 1.4 1.6 1.8 2.0 1.4 1.5 1.7 1.1 1.0 0.9 0.9 1.7 2.2 2.6 2.6 2.0 1.4 1.2 1.5 1.9 2.4 2.5 2.1 1.5 1.2 1.4 1.9 2.4 2.7 2.4 1.9 1.6 2.0 2.4 2.7 1.6 1.5 1.4 1.1 1.1 1.0 1.0 2.1 2.2 2.0 1.5 2.3 1.9 1.6 1.5 1.6 1.6 1.5 1.3 1.1 1.3 1.4 1.6 1.6 1.4 1.3 1.2 1.3 1.5 1.6 1.5 1.4 1.2 1.3 1.4 1.6 1.7 1.5 1.4 1.3 1.5 1.6 1.7 1.6 1.5 1.5 1.8 2.3 2.5 1.5 1.4 1.4 1.6 2.1 2.3 2.0 1.5 1.2 1.3 1.7 2.2 2.2 1.7 1.4 1.2 1.5 1.9 2.3 2.0 1.6 1.2 1.4 1.7 2.2 2.2 1.8 1.4 1.2 1.6 2.0 2.4 2.1 1.6 1.4 1.6 1.8 1.7 1.9 1.9 1.5 1.2 1.3 1.8 2.2 2.2 1.8 1.4 1.1 1.5 2.0 2.2 2.1 1.6 1.2 1.3 1.7 2.1 2.2 1.8 1.4 1.1 1.5 1.9 2.2 2.0 1.6 1.3 2.0 1.7 1.4 2.2 1.9 1.3 1.9 1.9 1.0 1.4 1.5 299 SF STAIR 02 148 SF STOR. 6505 SF POOL 765 SF VR GOLF 416 SF EQUIPMENT AREA 1139 SF FITNESS STUDIO 1292 SF SALON/SPA 522 SF LOCKER RM 521 SF LOCKER RM 508 SF PERSONAL TRAINING 1035 SF CORRIDOR2272 SF CORRIDOR 1599 SF LOBBY/HOODLESS CAFE 290 SF STAIR 01 296 SF BOH 641 SF LOBBY/MAIL/LIV RM 982 SF RES STOR 274 SF STAIR 01 274 SF STAIR 02 179 SF MAIL 613 SF LOBBY/LIVING RM 276 SF STAIR 02 331 SF STORAGE 98 SF FAM 615 SF POOL MECHANICAL EQUIPMENT/CHEM 2115 SF GROUP FITNESS 206 SF STORAGE/MEP 1277 SF FITNESS EQUIPMENT 293 SF BOH 205 SF STOR. CVS PHARMACY 4376 SF UNPROGRAMED 248 SF ELEV LOBBY 147 SF MAIL 343 SF ELEV LOBBY 252 SF STAIR 1 252 SF STAIR 2 WESTBROOK BOULEVARD SIERRA VILLAGE DRIVE RB2.1 RB2.4 RB2.5 Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens 22 37W LED_D Back-Back KH15QC1X37U4KC 0.920 4653 319 37W LED Single KH15QC1X37U4KC 0.920 4653 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Park n Ride Illuminance Fc 1.44 2.5 0.7 2.06 3.57 Parking 1 Illuminance Fc 1.37 2.8 0.7 1.96 4.00 Parking 2 Illuminance Fc 1.57 2.9 0.8 1.96 3.63 Parking 3 Illuminance Fc 1.44 2.6 0.7 2.06 3.71 Parking 4 Illuminance Fc 1.68 3.0 0.7 2.40 4.29 Parking 5 Illuminance Fc 1.47 2.8 0.7 2.10 4.00 Parking 6 Illuminance Fc 1.42 2.6 0.7 2.03 3.71 Parking 7 Illuminance Fc 1.52 2.8 0.7 2.17 4.00 Parking 8 Illuminance Fc 1.56 2.9 0.7 2.23 4.14 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE SHEET E-1 NORTH MATCHLINE - SEE SHEET E-4 PHOTOMETRIC PLAN - E-3 PC Exhibit D

0.9 1.2 0.9 1.1 1.2 1.5 1.5 2.1 1.8 2.3 1.5 2.0 1.3 1.5 1.1 1.2 0.7 1.1 1.7 2.1 1.9 1.3 0.9 0.8 1.0 1.5 2.0 2.2 1.7 1.2 0.8 0.9 1.0 1.5 2.0 2.3 1.9 1.4 0.9 0.8 1.0 1.4 2.0 2.1 1.7 1.1 0.7 0.7 1.0 1.5 2.0 2.1 1.6 1.2 0.8 0.9 1.5 1.5 1.5 2.0 1.4 1.0 0.7 0.7 0.8 1.1 1.3 1.5 1.4 1.2 0.9 0.9 1.0 1.2 1.4 1.5 1.2 1.1 0.9 1.0 1.1 1.4 1.6 1.6 1.5 1.2 1.0 0.9 1.0 1.2 1.4 1.5 1.2 1.1 0.9 0.9 1.0 1.3 1.5 1.6 1.4 1.2 1.1 1.4 1.9 2.3 2.4 2.0 1.8 1.9 2.0 2.2 2.0 1.4 1.0 0.9 0.9 0.9 1.1 1.1 1.1 1.0 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 1.1 1.4 1.7 1.4 1.2 1.2 1.2 1.0 1.0 1.0 0.9 0.9 0.9 0.9 1.0 0.9 1.0 1.1 1.1 1.1 1.2 1.2 1.3 1.2 1.4 1.7 1.9 2.0 1.8 1.9 2.3 2.3 1.4 1.5 1.4 1.2 1.0 1.1 1.2 1.3 1.3 1.2 1.1 1.1 1.2 1.2 1.3 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.3 1.9 2.2 1.3 1.1 1.2 1.3 1.4 1.3 1.1 0.9 0.8 0.8 0.9 1.1 1.2 1.3 1.3 1.2 1.2 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.4 1.5 1.7 2.2 2.3 1.1 1.2 1.1 1.1 1.0 1.7 1.3 1.3 1.6 1.9 1.6 1.2 0.8 1.2 1.5 2.2 1.0 1.3 1.7 2.0 1.7 1.2 0.8 0.7 1.1 1.6 2.0 1.7 1.4 1.1 1.2 1.5 2.0 2.0 1.6 1.3 1.4 1.6 1.8 1.2 1.3 1.1 1.0 0.9 2.1 1.5 1.4 2.0 2.2 1.9 1.3 0.9 1.4 1.6 2.0 1.0 1.3 1.8 2.1 1.9 1.3 0.8 0.7 1.2 1.8 2.1 2.0 1.5 1.1 1.3 1.7 2.2 2.2 1.7 1.1 1.1 1.2 1.3 1.6 1.6 1.2 1.0 0.9 2.1 1.9 1.6 1.5 1.6 1.6 1.0 1.1 2.1 2.0 1.4 1.1 0.9 2.3 2.2 1.6 1.4 1.3 1.2 1.3 1.5 2.2 2.3 1.6 1.4 1.3 2.1 1.8 1.5 1.3 1.3 1.2 1.6 2.0 1.9 1.7 1.7 1.8 1.5 1.4 1.4 1.3 1.4 1.6 1.8 2.3 1.7 2.0 2.4 1.0 1.2 1.4 1.4 1.7 2.2 1.5 2.0 1.6 2.0 2.4 1.0 1.4 1.8 1.7 1.9 2.5 1.2 1.4 1.6 1.7 2.0 1.1 1.8 2.3 1.9 1.8 2.2 1.0 1.2 1.3 1.9 1.6 1.4 1.4 1.1 1.6 2.1 2.1 1.7 1.2 1.0 2.2 2.1 1.7 2.6 2.0 1.6 1.3 1.5 2.0 2.0 1.7 1.2 0.9 1.0 1.9 2.0 1.8 1.2 0.9 0.8 1.1 1.7 2.1 2.0 1.5 1.0 0.7 1.1 1.3 1.7 2.2 2.2 1.6 1.2 1.0 1.0 1.4 1.9 1.9 1.5 1.2 1.0 2.1 1.9 1.5 2.4 1.8 1.3 1.1 1.4 1.9 2.1 1.7 1.2 0.9 1.0 1.9 2.1 1.7 1.2 0.9 0.8 1.1 1.6 2.0 1.8 1.4 1.1 1.0 1.3 1.3 1.4 1.7 2.1 2.3 1.9 1.3 2.0 1.5 1.1 1.0 0.9 0.9 1.1 1.3 1.4 1.5 1.4 1.3 1.2 1.3 1.4 1.5 1.5 1.4 1.4 1.9 2.0 1.6 1.2 1.1 1.1 1.2 1.3 1.5 1.5 1.3 1.2 1.0 1.1 1.3 1.4 1.5 1.3 1.2 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.3 1.3 1.5 1.8 2.0 1.8 1.6 1.6 1.8 1.9 1.7 1.3 0.9 1.4 1.2 1.0 1.0 1.0 1.0 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.4 1.6 1.6 1.3 1.1 1.1 1.0 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.0 1.1 1.0 1.0 1.2 1.2 1.3 1.3 1.4 1.4 1.5 1.9 2.3 2.4 2.2 1.8 2.1 2.1 1.3 0.9 0.7 0.9 1.2 1.4 1.7 1.6 1.3 1.2 1.2 1.4 1.7 1.8 1.5 1.3 1.1 1.2 1.5 1.8 1.9 1.6 1.3 1.1 1.2 1.3 1.6 1.6 1.4 1.3 1.2 1.3 1.4 1.5 1.4 1.2 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.4 1.5 1.7 1.8 1.7 1.5 1.8 2.5 2.2 0.8 1.3 1.8 2.2 2.1 1.5 1.1 1.2 1.6 2.2 2.3 1.8 1.3 1.0 1.2 1.7 2.3 2.4 2.0 1.4 1.1 1.3 1.6 2.1 2.2 1.7 1.3 1.1 1.4 1.9 2.2 1.8 1.3 0.9 1.0 1.3 1.9 2.2 1.9 1.5 1.4 1.7 2.1 2.3 1.9 1.3 1.7 2.4 1.5 2.0 1.3 1.6 1.3 1.6 1.3 2.0 1.7 1.4 1.9 2.0 1.8 1.3 1.1 1.4 1.9 2.1 1.9 1.5 1.2 1.4 1.9 2.4 2.4 2.1 1.5 1.2 1.5 1.9 2.1 2.0 1.6 1.2 1.3 1.7 2.0 2.0 1.7 1.3 1.0 1.4 1.9 2.1 1.9 1.5 1.2 1.3 1.7 2.1 2.1 1.8 1.4 1.1 1.5 1.9 2.1 2.0 1.7 1.4 1.6 2.0 2.3 2.2 1.8 1.3 1.1 1.4 1.8 2.0 1.9 1.4 1.1 1.2 1.6 2.0 2.0 1.6 1.2 1.0 1.4 1.8 2.0 1.9 1.5 1.1 1.3 1.7 2.1 2.1 1.7 1.3 1.2 1.5 1.2 1.7 2.0 2.0 1.6 1.2 1.2 1.5 2.0 2.1 1.6 1.2 1.0 1.3 1.8 2.2 1.9 1.5 1.2 1.5 2.0 2.7 2.9 2.3 1.6 1.2 1.5 1.9 2.3 2.1 1.6 1.3 1.4 1.6 2.1 2.1 1.6 1.2 1.0 1.3 1.8 2.2 2.0 1.5 1.2 1.3 1.7 2.2 2.2 1.8 1.4 1.2 1.5 1.9 2.3 2.1 1.8 1.6 1.9 2.3 2.6 2.4 1.8 1.3 1.0 1.3 1.8 2.1 1.8 1.4 1.0 1.1 1.5 2.0 2.0 1.6 1.2 1.0 1.3 1.7 2.1 1.8 1.4 1.1 1.3 1.7 2.2 2.2 1.8 1.3 1.2 1.5 2.1 2.3 1.8 1.8 1.5 1.1 1.3 1.7 2.1 1.8 1.3 1.0 0.9 1.1 1.2 1.2 1.1 0.9 0.8 1.0 1.2 1.3 1.3 1.2 1.1 1.4 1.8 2.4 2.8 2.2 1.5 1.2 1.3 1.5 1.6 1.6 1.4 1.3 1.3 1.2 1.4 1.3 1.1 1.0 0.9 1.1 1.3 1.5 1.4 1.3 1.2 1.3 1.4 1.6 1.6 1.5 1.3 1.2 1.3 1.5 1.6 1.6 1.7 1.7 2.1 2.5 2.1 1.7 1.3 1.1 0.9 1.0 1.1 1.3 1.2 1.0 0.8 0.9 1.0 1.2 1.3 1.1 0.9 0.8 1.0 1.1 1.3 1.2 1.1 1.0 1.2 1.4 1.6 1.6 1.3 1.2 1.0 1.2 1.5 1.7 1.6 1.3 1.2 2.0 1.4 1.1 1.1 1.1 1.6 2.3 2.9 1.8 2.4 2.8 1.4 1.4 1.2 1.1 1.1 1.1 1.3 1.8 1.5 2.3 3.0 2.4 2.0 1.6 1.4 1.4 1.4 1.6 2.1 2.4 1.8 2.4 2.7 1.7 1.6 1.3 1.0 0.8 0.9 1.3 2.0 2.2 1.4 1.9 2.5 2.6 2.7 2.2 1.7 1.4 1.6 2.2 1.7 1.4 1.3 1.4 1.3 1.5 1.8 2.1 1.4 1.8 2.2 2.0 2.0 1.5 1.1 0.8 0.7 1.1 1.6 2.0 1.7 1.4 1.6 2.0 2.2 2.3 2.4 2.0 1.7 1.4 1.6 1.1 1.3 1.6 1.6 1.5 1.6 1.7 2.0 1.8 1.6 1.5 1.6 1.4 1.3 1.3 1.4 1.6 1.8 1.5 1.2 2.2 2.4 1.8 1.4 1.3 0.7 1.1 1.4 1.4 2.2 1.6 1.3 1.4 1.7 2.0 2.2 2.2 1.8 1.7 1.4 1.6 1.9 2.0 1.3 1.3 1.3 1.4 1.4 1.7 2.2 2.6 2.2 1.8 1.4 1.4 1.2 1.2 1.2 1.3 1.4 1.6 1.8 1.7 2.1 2.3 2.0 1.9 2.0 0.8 1.1 1.2 1.2 2.2 1.6 1.3 1.3 1.6 2.2 2.6 2.6 2.1 1.7 1.4 1.5 1.6 1.6 1.7 1.6 1.3 1.3 1.3 1.9 2.7 2.9 2.8 2.0 1.4 1.4 1.3 1.4 1.4 1.5 1.5 1.7 2.2 2.2 1.8 2.0 2.0 2.3 2.5 0.7 0.9 1.3 1.7 1.8 1.5 1.3 1.4 1.8 2.5 2.9 2.8 2.4 1.9 1.5 1.5 1.6 1.7 2.1 1.9 1.3 1.1 1.2 1.8 2.7 2.9 2.0 1.4 1.4 1.6 2.0 2.0 1.8 1.6 1.7 2.2 2.1 1.9 2.1 2.1 2.3 2.5 0.8 1.4 2.1 1.6 1.4 1.3 1.3 1.7 2.3 2.8 2.7 2.3 1.8 1.5 1.6 1.9 2.1 2.1 1.9 1.3 1.1 1.1 1.6 2.3 2.4 1.8 1.4 1.6 1.9 2.4 2.5 2.2 1.8 1.7 1.9 1.9 2.3 2.3 2.0 1.9 2.0 0.8 1.4 2.2 1.8 1.7 1.4 1.2 1.2 1.4 1.9 2.4 2.4 1.9 1.6 1.4 1.6 2.2 2.5 1.7 1.5 1.1 1.1 1.1 1.4 1.9 2.0 1.6 1.3 1.4 1.7 1.7 1.7 1.7 1.6 2.4 2.5 1.9 1.6 1.4 0.8 1.2 1.7 1.7 2.1 1.5 1.1 1.1 1.3 1.6 1.9 1.8 1.6 1.5 1.3 1.6 2.1 2.4 1.3 1.2 1.1 1.1 1.1 1.4 1.8 1.9 1.5 1.2 1.2 1.2 1.3 1.6 1.6 1.7 1.7 1.6 2.1 2.0 1.6 1.3 1.2 0.9 1.1 1.3 1.3 2.3 1.5 1.2 1.1 1.3 1.7 2.0 2.0 1.6 1.5 1.3 1.5 1.8 2.0 1.3 1.1 1.0 1.0 1.1 1.5 2.2 2.2 1.7 1.4 1.4 1.6 1.8 2.1 2.0 2.0 2.1 2.2 1.6 1.5 1.9 2.3 2.1 0.9 1.1 1.2 1.1 2.0 1.5 1.2 1.2 1.5 2.0 2.6 2.5 2.0 1.6 1.4 1.5 1.7 1.8 1.6 1.4 1.1 1.1 1.2 1.7 2.6 2.6 1.9 1.5 1.6 1.9 2.4 2.6 2.5 2.3 2.5 2.6 1.5 1.9 2.2 1.9 2.1 1.8 0.9 0.9 1.3 1.5 1.4 1.3 1.3 1.8 1.9 1.5 1.6 1.8 1.9 2.1 1.8 1.3 1.1 1.2 1.8 2.7 1.4 1.6 2.2 2.6 2.8 2.6 2.0 1.4 2.0 2.6 3.0 2.6 2.2 1.8 1.7 1.5 1.2 1.0 1.0 1.0 1.5 2.1 1.6 1.9 1.6 1.4 1.4 1.8 2.4 2.9 2.8 2.3 1.9 1.6 1.8 2.2 2.4 2.2 2.0 1.4 1.3 1.3 1.6 1.8 1.5 1.6 1.9 2.4 2.5 2.1 1.5 1.4 1.9 2.3 2.3 2.2 2.0 1.7 1.6 1.4 1.1 1.0 0.9 1.1 1.7 2.3 2.3 1.8 1.5 1.5 1.7 2.0 2.3 2.3 1.9 1.8 1.7 1.9 2.4 2.5 1.8 1.7 1.5 1.4 1.4 1.6 2.0 2.2 1.9 1.7 1.6 1.6 1.7 1.9 1.9 1.6 1.2 1.5 2.1 2.4 2.2 1.9 1.8 1.9 1.7 1.0 1.1 1.5 2.0 1.7 1.8 1.8 1.8 1.7 1.8 1.8 1.9 1.9 1.9 2.1 2.1 1.3 1.4 1.5 1.6 1.6 1.5 1.6 1.6 1.6 1.6 1.6 1.7 1.5 1.5 1.5 1.2 1.0 2.7 2.4 2.1 2.4 2.1 1.1 1.3 1.5 2.0 2.3 2.0 1.7 1.5 1.7 1.9 2.4 2.3 2.0 1.5 1.9 2.1 1.8 1.6 1.4 1.5 1.8 2.1 2.1 1.7 1.4 1.0 1.1 1.1 2.1 2.4 2.1 1.6 1.2 1.5 1.9 2.4 2.3 1.9 1.6 2.2 2.4 2.0 1.6 1.3 1.5 1.9 2.4 2.4 2.0 1.6 1.1 1.3 1.3 2.4 2.0 1.2 1.2 1.7 1.7 1.4 2.2 1.9 1.3 2.1 1.6 1.1 1.6 1.5 2.1 2.2 1.1 1.3 1.5 1.5 0.9 1.0 290 SF STAIR 02 290 SF STAIR 03 290 SF STAIR 01 1106 SF BOH 350 SF RR 350 SF RR 479 SF LOBBY/LIVING RM 170 SF MAIL 3357 SF RESTAURANT 2 2869 SF KITCHEN 2366 SF BAR 3694 SF FORMAL RESTAURANT 3400 SF FORMAL RESTAURANT 190 SF EL LOBBY 3600 SF CASUAL RESTAURANT 800 SF SERVERY 1002 SF LOBBY/LIVING RM 4903 SF SERVICE 450 SF PVT DINING 200 SF WORK RM 325 SF CONF RM 150 SF OFFICE 146 SF MKT161 SF RECEPT 50 SF MOB STOR 2188 SF CVS PHARMACY 619 SF EMPL LOUNGE 97 SF RR 98 SF RR 80 SF RR 800 SF CLASSROOM 700 SF LIBRARY/READING 825 SF CARDS 1142 SF WOOD WORKING 650 SF CREATIVE ARTS 500 SF Room 125 SF RR 125 SF RR 4376 SF 4536 SF LIFE ENRICHMENT CENTER 132 SF MAIL BASELINE ROAD RB2.3 RB2.2 CB2.0 AL Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens 22 37W LED_D Back-Back KH15QC1X37U4KC 0.920 4653 319 37W LED Single KH15QC1X37U4KC 0.920 4653 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Park n Ride Illuminance Fc 1.44 2.5 0.7 2.06 3.57 Parking 1 Illuminance Fc 1.37 2.8 0.7 1.96 4.00 Parking 2 Illuminance Fc 1.57 2.9 0.8 1.96 3.63 Parking 3 Illuminance Fc 1.44 2.6 0.7 2.06 3.71 Parking 4 Illuminance Fc 1.68 3.0 0.7 2.40 4.29 Parking 5 Illuminance Fc 1.47 2.8 0.7 2.10 4.00 Parking 6 Illuminance Fc 1.42 2.6 0.7 2.03 3.71 Parking 7 Illuminance Fc 1.52 2.8 0.7 2.17 4.00 Parking 8 Illuminance Fc 1.56 2.9 0.7 2.23 4.14 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 MATCHLINE - SEE SHEET E-2 NORTH
WESTBROOK BOULEVARD MATCHLINE - E-3PHOTOMETRIC PLAN - E-4 PC Exhibit D
Erickson Senior Living Roseville
Design Guidelines
April 2023
PC Exhibit E
Erickson Senior Living – Roseville |2
Table of Contents
Purpose of Design Guidelines......................................................................................................... 3 Relationship to Other Guidelines.................................................................................................... 3 Design Intent................................................................................................................................... 4 Erickson Senior Living Roseville ...................................................................................................... 5 Illustrative Site Plan ........................................................................................................................ 6 Project Phasing................................................................................................................................ 7 Community Features ...................................................................................................................... 8 Architectural Features .................................................................................................................... 9 Building Materials and Colors....................................................................................................... 12 Building Materials on Elevation.................................................................................................... 14 Site Furnishings............................................................................................................................. 15 Site Features ................................................................................................................................. 17 Landscaping................................................................................................................................... 19 Lighting.......................................................................................................................................... 22 Fencing ......................................................................................................................................... 23 Signage.......................................................................................................................................... 24 PC Exhibit E
Erickson Senior Living – Roseville |3
Purpose of Design Guidelines
These Design Guidelines provide an overarching design framework for the Erickson Senior Living project. The Guidelines are intended to provide design guidance for the physical form of project elements.

The project will be developed in multiple phases over time and these Guidelines will create design consistency among the phases.

The overall Erickson Senior Living project is entitled under a Major Project Permit (MPP) Stage 1, and each project phase under a MPP Stage 2. Each project phase shall be consistent with these Guidelines.

Changes to certain project conditions may occur due to improved technology or materials that provide a more desirable design solution than described in these Guidelines. These Guidelines should be applied flexibly.

Relationship to Other Guidelines
In addition to these Guidelines, the Roseville Community Design Guidelines (RCDG) and Sierra Vista Specific Plan Design Guidelines (SVSP DG) apply to the Erickson Senior Living project. To the extent these Guidelines conflict with the RCDG and/or the SVSP DG, the more conservative guideline shall apply.

PC Exhibit E
Erickson Senior Living – Roseville |4
Design Intent
In developing the Erickson Senior Living project, Erickson intends to:
 Create a community of multi-scaled residential care, shared services, and amenity buildings surrounding landscaped courtyards and outdoor spaces.
 Provide beautifully landscaped outdoor spaces with shared amenities, outdoor dining and recreational opportunities for residents, staff, and visitors.  Implement a modern design theme with a variety of building materials in a unified design expression over time.
 Utilize landscape and pedestrian features (walkways, seating areas) as unifying elements.  Develop a project consistent with the character of the Sierra Vista Specific Plan and adjacent neighborhoods and nearby commercial uses.

PC Exhibit E
Erickson Senior Living – Roseville |5
Erickson Senior Living Roseville
Erickson Senior Living, LLC proposes Erickson Senior Living, a continuing care retirement community, on a 55.6+ acre site north of Baseline Road in the Sierra Vista Specific Plan (SVSP). The 55.6+- acre rectangular project site is north of Baseline Road and south of Sierra Village Drive between Santucci Boulevard and Westbrook Boulevard. The project site consists of SVSP Parcels KT-41A and KT-41B. Open space Parcel KT-81 is southwest of the project on the northeast corner of Santucci Boulevard and Baseline Road.

Erickson proposes a continuing care retirement community with independent living, assisted living, memory care, skilled nursing, other care services, medical services, restaurants, indoor and outdoor recreation amenities. The project features water efficient landscaping, outdoor plazas, seating areas, courtyards, and indoor and outdoor amenities.

The proposed self-contained community will include 2.1 million square feet of continuing care uses in a campus setting with buildings ranging from one to six-stories. Outdoor amenities and green spaces will connect the buildings, and will include walking paths, gardens, outdoor seating, and lounge areas with fire pits, roof decks, a small amphitheater, and dog park.

Primary access will be from Baseline Road with a ring road around the campus that accesses parking areas. Service access for regular vendors will be from the entrance on Sierra Village Drive.

The Erickson Senior Living community will provide continuing care services to meet the daily needs of Roseville residents as they age.

PC Exhibit E
Erickson Senior Living – Roseville |6
Illustrative Site Plan

PC Exhibit E
Erickson Senior Living – Roseville |7
Project Phasing
Square Footage
Phase 1 Residential Building 1.1/Commons 1A/Commons 1.0 Residential Building 1.2/Commons 1B
Residential Building 1.3/Commons 1C
225,730
214,325
184,075
624,130
Phase 2 Residential Building 1.4
Residential Building 1.5
151,900
198,409
350,309
Phase 3 Continuing Care Building 155,568
Phase 4 Residential Building 2.1/Commons 2A
Residential Building 2.0 and 2.2/Commons 2B
Residential Building 2.4
185,528
213,517
125,240
524,285
Phase 5 Residential Building 2.3/Commons 2C
Residential Building 2.5
277,240
171,612
448,852
Phase 6 Skilled Nursing Facility (SNF)
Park and Ride Lot
27,262
2,130,406
The Erickson Senior Living project is entitled under a
Major Project Permit (MPP) and will be developed in
multiple phases. Each phase shall be consistent with
these Guidelines.

PC Exhibit E
Erickson Senior Living – Roseville |8
Community Features
Primary Vehicle Entry and
Signal on Baseline Road
Service Entry
EVA/Exit Only
Park and Ride Lot
Open Space
Gate House
Monument Sign
Outdoor Amenities
Parking
Open View Fencing
Adjacent to Open Space
Bus Stop
Bus Stop
Elevated Walkways
Connect Buildings
Access Drive
Around Site
Parking
City Gateway
Monument Sign
City Gateway
Monument Sign
PC Exhibit E
Erickson Senior Living – Roseville |9
Architectural Features
Variable building heights to
reduce massing
Cornice treatments identify
building entry. Landscape
elements such as potted plants,
benches, and building name
signage will mark primary entries.

Vary roof materials
Color and material
variation on building base
Awnings at ground
level for pedestrian scale
Window mullions
create wall elements
PC Exhibit E
Erickson Senior Living – Roseville |10
Architectural Features

Flat roof with parapet screens
mechanical equipment
Storefront windows at
ground level for pedestrian
experience and/or screening
for parking, as applicable for
each building
Elevated walkways/bridges
connect most buildings
Balconies reduce visual
impact of building height
Fenestrations and recessed
planes add interest
Changes in building materials
and colors create interest
Cornices reduce impact of
building height and create
horizontal interest
Corner balconies soften
building massing
Vertical and horizontal
scoring breaks wall planes
PC Exhibit E
Erickson Senior Living – Roseville |11
Architectural Features
PC Exhibit E
Erickson Senior Living – Roseville |12
Building Materials and Colors
 Architectural treatment shall be applied to all elevations of a building.  Buildings shall be faced on all sides with durable, attractive, high-quality materials. Materials shall be applied to buildings such as stone or brick as base materials, concrete masonry, fiber cement plaster for the buildings, and standing seam metal or flat concrete tiles on sloped roofs.  Creative use of plaster and stucco finishes that add visual depth and texture is encouraged.  Contrasting or accent colors may be used to emphasize forms or unique features such as canopies or trim. Primary or bright colors are discouraged.
 The building materials and colors on the following page are for the Phase 1 MPP Stage 2 plans. Additional building materials and colors may be introduced in the MPP Stage 2 approvals for subsequent phases.  Welded wire steel panels may be used in conjunction with railings in amenity areas.

PC Exhibit E
Erickson Senior Living – Roseville |13
Building Materials and Colors
PC Exhibit E
Erickson Senior Living – Roseville |14
Building Materials on Elevation

Canopy
Metal
Trim
Standing Seam
Metal Roof
Plank Lap
Siding
Stone
Veneer
Painted
Smooth
Stucco Vertical
Siding
Storefront
Windows
Painted
Smooth Stucco
Smooth
Cast Stone
Brick
Textured
Cast Stone
Brick
Framed
Windows Painted
Steel Railing
Vertical
Siding
CB 1.0 & RB 1.1 – East Elevation
PC Exhibit E
Erickson Senior Living – Roseville |15
Site Furnishings

Patios with outdoor furnished outdoor lounge area and dining Sail shades covering patios and outdoor recreation
Pergolas with seating
Shade structures
PC Exhibit E
Erickson Senior Living – Roseville |16
Site Furnishings
Clusters of potted plants
Fire table and outdoor seating
Bench seating
Fire bowl Bicycle rack
Clusters of potted plants
Flags
PC Exhibit E
Erickson Senior Living – Roseville |17
Site Features
Outdoor patio with seating and planters
Bocce court and outdoor seating
PC Exhibit E
Erickson Senior Living – Roseville |18
Site Features
Outdoor café seating and raised beds for gardening
Small amphitheater seating area Baseline Road gatehouse concept PC Exhibit E
Erickson Senior Living – Roseville |19
Landscaping
 Landscaping shall be water-efficient, low maintenance, and create a cohesive feel to the Erickson Senior Living campus. The project entry, community spaces, amenity areas, and seating area shall be defined with landscaping.
 Landscaping shall be consistent with the SVSP Design Guidelines Section B.2.  Landscape Intent
 Streetscape Design. The streetscape shall be consistent with other projects in the SVSP area. The Westbrook Boulevard, Santucci Boulevard, and Sierra Village Drive frontages will utilize a combination of street trees and evergreen subordinate trees. Baseline Road landscaping shall maintain clearance of the PG&E easement.

Use of evergreen shrubs and color massed planting shall be incorporated on the street streetscape. Shrub masses will utilize drought tolerant species.  Entry Treatment. The Baseline entry shall be highlighted by a grove of accent trees with low background planting. Colorful plant materials will further enhance and define the entries.
 Building Zone. Landscaping adjacent to buildings shall focus on pedestrian access and connectivity. A variety of columnar and small-scale trees with low contrasting shrub forms shall be used to add interest, color, and texture. Outdoor plaza spaces with trees will be incorporated among campus buildings, and amenity areas will be landscaped with colorful accent plantings and dry creek beds with low-profile landscaping.
 Parking Lot. Parking lot trees will provide a canopy of shade, and understory plantings will consist of low shrubbery and ground covers.

Dry creek bed with low-profile landscaping.

Landscaped pedestrian connections among buildings.

PC Exhibit E
Erickson Senior Living – Roseville |20
 A mixture of deciduous and evergreen trees shall be utilized. The following species shall be used.

Shade Trees
 Red Maple
 Chinese Hackberry
 Chinese Pistache
 Green Sawleaf Zelkova
Screen Trees
 Deodar Cedar
 Fern Pine
 Holly Oak
Accent Trees
 Western Redbud
 Red Crape Myrtle
 Little Gem Dwarf Magnolia
 Pink Dawn Chitalpa
Subordinate Trees
 Trident Maple
 Maidenhair Tree
 Golden Rain Tree
 Musashino Sawleaf Zelkova
Street Trees
 Tulip Tree
 Red Oak
 Landscaping shall be water efficient.
 Landscaping and irrigation systems shall be consistent with the City’s Water Efficient Landscape Ordinance (WELO);  Turf shall be limited to 30% of the area of landscape corridors (SVSP Section 8.2.B);  Smart and centrally-controlled irrigation controllers shall be used (SVSP Section 8.2.B);  The SVSP Design Guidelines requires City Gateway entry features on the project frontage at the northeast corner of Baseline Road/Santucci Boulevard and northwest corner of Baseline Road/Westbrook Boulevard intersections. The City Gateway features shall include a gateway monument sign and enhanced landscaping with colorful accents.  Tree planting and vines are not permitted within ten (10’) feet of the PG&E gas pipeline north of Baseline Road. All landscaping within the pipeline easement must be consistent with PG&E’s Guide to Safe Landscaping Near Gas Pipelines.  Amenity area landscaping shall incorporate hardscapes and site furnishings such as fountains, water features, planters, and seating.

PC Exhibit E
Erickson Senior Living – Roseville |21
Landscaping
Planters Water bubbler Water bubbler
Water feature Water feature Water feature
PC Exhibit E
Erickson Senior Living – Roseville |22
Lighting
 Light should be directed downward or shielded to reduce glare.  Building-mounted light fixtures should be placed to enhance architecture.  Streetlights shall meet Roseville Electric street lighting standards.  Decorative light fixtures should be used along the internal loop road.  Indirect lighting should be used in plaza and landscape areas to accent landscape and architectural features. Low-profile bollard lighting shall be used adjacent to pedestrian paths and amenity areas.
 The height of parking lot light fixtures should not exceed 25 feet.

Decorative fixture example Low-profile bollard lighting for pedestrian paths PC Exhibit E
Erickson Senior Living – Roseville |23
Fencing
 A black tubular steel open view fence (4-6 feet in height) shall be used in the following locations:
 Separating the park-and-ride lot from the Erickson Senior Living project;  At the southwest edge of the site adjacent to Open Space Parcel KT-81 to restrict access; and  Around the site’s perimeter.
 A post and cable fence may be used to restrict access to areas.  A retaining wall is planned on the southwest edge of Parcel KT-41A adjacent to Open Space Parcel KT-80.

Post and cable fence Open view fence Engineered retaining wall planned at southwest edge of Parcel KT-41A adjacent to open space parcel KT-81.

PC Exhibit E
Erickson Senior Living – Roseville |24
Signage
 All signage shall be consistent with the Roseville Sign Ordinance (Roseville Municipal Code, Title 12).  A Planned Sign Permit Program (PSPP) shall be prepared to establish sign criteria for the project consistent with the Sign Ordinance. All signage shall be consistent with the Erickson Senior Living PSPP.  Signage on the site may include the following:

 City Gateway monument signs;
 Community identification monument sign at the main vehicle entry on Baseline Road;  Directional monument and wayfinding signs to guide motorists and pedestrians to campus destinations;  Building signs to identify building names and addresses; and  Temporary sign for marketing building.
 All signage shall be consistent with the project’s building architecture, colors, and materials.  The SVSP Design Guidelines requires City Gateway entry features on the project frontage at the northeast corner of Baseline Road/Santucci Boulevard and northwest corner of Baseline Road/Westbrook Boulevard intersections.  City Gateway monument signs shall be installed in the southwest and southeast corners of the site. The signs will be within the corner clips of the Baseline Road/Santucci Boulevard and Baseline Road/Westbrook Boulevard intersections. The signs shall be north of the existing gas pipeline easement north of Baseline Road.

Typical City Gateway monument sign.

PC Exhibit E
FH s s s s s s s s s s s s s ss s FH s s s s s FH◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 106 97.52

SANTUCCI BOULEVARD
WESTBROOK BOULEVARD BASELINE ROAD SIERRA VILLAGE DRIVE ∆ ∆ ∆ ∆ ∆ ∆ PARCEL: KT-81 ZONE:OPEN SPACE PARCEL: KT-41A ZONE:COMMERCIAL APN:499-010-074-000 PARCEL: KT-41B ZONE:COMMERCIAL APN: 499-010-075-000 6000 BASELINE ROAD ERICKSON SENIOR LIVING ROSEVILLE April 19, 2023 LOT LINE ADJUSTMENT EXHIBIT LEGEND VICINITY MAP NORTH NORTH PC Exhibit F
Curry Creek
Vicinity Map
Esri Community Maps Contributors, City of Roseville, County of Sacramento, California State Parks, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, Roseville Parcel
Roseville Street Label
7/25/2023, 4:51:45 PM
0 0.05 0.1 0.2 mi
0 0.07 0.15 0.3 km
1:9,028
City of Roseville - Development Services
City of Roseville | Development Services
DEVELOPMENT SERVICES DEPARTMENT–PLANNING DIVISION
311 Vernon St, Roseville, CA 95678 (916) 774-5276
11th ADDENDUM TO THE SIERRA VISTA SPECIFIC PLAN
ENVIRONMENTAL IMPACT REPORT (SCH #2008032115, ADOPTED ON MAY 5, 2010)
Project Title/File Number: SVSP PCL KT-41A & KT-41B – Erickson Senior Living; File #PL22-0207 Project Location: 6000 Baseline Rd., Roseville, Placer County, CA 95747 Project Description: The applicant requests a Major Project Permit Stage 1 to review the site plan for Erickson Senior Living, a 2.1 million square-foot continuing care retirement community, consisting of approximately 1,200 independent living units, 40 skilled nursing beds, and 200 assisted living/memory care beds, on a 55.6-acre site. A Major Project Permit Stage 2 is also requested to review the building elevations for Phase 1 of the project, which will total approximately 630,000 square feet and include 354 independent living units. A Development Agreement Amendment and Lot Line Adjustment are also requested for the project.

Project Applicant: Kris Steward, Plan Steward, Inc.

Property Owner: KV SIERRA VISTA LLC
Lead Agency Contact: Sean Morales, Associate Planner, (916) 774-5282 An Addendum to a previously certified and adopted negative declaration or environmental impact report may be prepared for a project if only minor technical changes or additions are necessary or none of the conditions calling for the preparation of a subsequent EIR or negative declaration have occurred (California Environmental Quality Act Guidelines [CEQA] Section 15164). Consistent with CEQA Guidelines Section 15164, the below analysis demonstrates that none of the conditions described in Sections 15162 or 15163 of the CEQA Guidelines calling for preparation of a subsequent or supplemental EIR have occurred and that no more than minor technical changes or additions to the certified Sierra Vista Specific Plan EIR are necessary in order to describe the impacts of the proposed project. CEQA Guidelines Section 15164 also states that an addendum need not be circulated for public review, but can be included in or attached to the final EIR for consideration by the hearing body. This Addendum focuses only on those aspects of the project or its impacts which require additional discussion.

CC Exhibit A

ADDENDUM
June 13, 2023
SVSP PCL KT-41A & KT-41B – Erickson Senior Living – 6000 Baseline Rd.; File #PL22-0207

Page 2 of 3 ends

Roseville City CouncilAugust 16, 2023

Roseville City Council
August 16, 2023