WINCHESTER ASSISTED LIVING - PROPOSED COMPETITIVE MARKET ANALYSIS CUSHMAN & WAKEFIELD 49
• The design of the assisted living units at the project and alternatives for potential assisted living residents, for example, if the subject’s units will meet a specific targeted need which is currently lacking; • The internal demand if offered in a continuing care setting, or if the new facility will be adjacent to a strong feeder source;
• Wait list activity;
• Length of stay;
• Market awareness, as the utilization rates of senior housing differ in different regions; • The developer’s specific marketing plans and brand draw; We will discuss our findings in the upcoming penetration analysis.
Comparison of Supply and Demand Estimates
Assisted Living
Demand for assisted living housing is need driven, which reduces the qualified market to only the portion of seniors who need assistance. According to data from the Summary Health Statistics for the U.S. Population: National Health Interview Survey, 2012 by the U.S. Department of Health and Human Services, about 4.9 adults between 65-74 years of age required the help of another person with activities of daily living such as eating, dressing, or bathing. Among adults aged 75 and over, about 11 percent required the help of another person with ADLs.
We estimate that households with incomes of $75,000 or more in the PMA would qualify for private pay assisted living. As previously discussed, we estimate that a portion of demand for assisted living units (25 percent) will come from outside of the PMA.
The following table summarizes our conclusions of supply and demand for assisted living.
Our analysis shows that the PMA has an under-supply of assisted living in the current year, with unmet demand for 702 beds indicated. This is supported by the occupancies among the competitive assisted living facilities.
There are three facilities (including the subject) that are expected to be delivered within the next 24-36 months.
The addition of these communities will likely impact occupancies among stabilized communities in the short term but should be readily absorbed by the market within two years of opening. 65-74 75+ 65-74 75+ 65-74 75+ 65-74 75+
Households with Incomes Greater Than: $ 75,000 8,112 6,693 8,479 7,060 8,846 7,427 9,947 9,185 Multiplied by Potential Capture Rate* 2.0% 11.0% 2.0% 11.0% 2.0% 11.0% 2.0% 11.0% Equals Potential Demand 162 736 170 777 177 817 199 1,010 Potential Demand in PMA
Plus Demand From Outside PMA @25%
Equals Total Demand Potential
Minus Existing and Pending Competitive Supply
Total Unmet Demand Potential
Source: © 2022 Experian Marketing Solutions, Inc. •All rights reserved•
DEMAND ESTIMATES FOR ASSISTED LIVING (INCLUSIVE OF MEMORY CARE) 2022 2023 2024 2027
299 403
1,198 1,612
Age of Householder Age of Householder
898 1,209
Age of Householder Age of Householder
946 994
315 331
1,262 1,325
*The potential capture rate is derived from data from the Summary Health Statistics for the U.S. Population: National Health Interview Survey, 2012 by the U.S. Department of Health and Human Services. The capture rate used is the percentage of seniors needing assistance with ADLs. 496 728
702 885
496 496
766 829
WINCHESTER ASSISTED LIVING - PROPOSED COMPETITIVE MARKET ANALYSIS CUSHMAN & WAKEFIELD 50
Memory Care
Demand for memory care is a subset of overall assisted living demand. The facility’s license for assisted living is often the same for memory care; however, some states require added certification for facilities with a secured unit.
Furthermore, it is not uncommon for a facility to adapt the rooms in servicing either standard assisted living or memory care, based on the demands of the marketplace.
We previously determined demand for all assisted living, including memory care.
According to the NIC MAP® Data Service, Q4 of 2022 CBSA Segment Report indicated that there were 475,447 assisted living units and 167,847 memory care units in the top 141 metro markets. Thus, the combined assisted living and memory care supply was 643,294 units. The memory care assisted living supply figure in turn equated to 26.1 percent of the total assisted living supply. The average occupancy of stabilized communities, excluding those in lease-up, was 82.1 percent for assisted living and 82.0 percent for memory care, indicating that demand between the two segments is near a balanced level.
As shown in the figures above, from 2020-2025, every state across the country is expected to experience an increase of at least 6.7 percent in the number of people with Alzheimer’s due to increases in the population age 65 and older. The West and Southeast are expected to experience the largest percentage increases in people with Alzheimer’s from 2020-2025.
According to one study using data from the Established Populations for Epidemiologic Study of the Elderly (EPESE), approximately 491,000 people age 65 or older will develop Alzheimer’s dementia in the United States in 2020.
The typical percentage allocation of secured memory care assisted living units among major operators such as Atria Senior Living, Brookdale Senior Living Inc., and Sunrise Senior Living, Inc. is 30 percent of total assisted living units. Based upon this, we will estimate demand for memory care at 30 percent of total assisted living demand.
WINCHESTER ASSISTED LIVING - PROPOSED COMPETITIVE MARKET ANALYSIS CUSHMAN & WAKEFIELD 51
We estimate that households with incomes of $75,000 or more in the PMA would qualify for private pay memory care. The following table summarizes our conclusions of supply and demand for memory care assisted living.
Our analysis shows that the PMA has an under-supply of memory care assisted living in the current year, with unmet demand for 234 beds indicated. This is supported by the occupancies among the competitive memory care assisted living facilities.
Conclusion
Considering the physical and psychological barriers, population density, discussions with market participants, and the competing facilities’ concentration, we have determined the PMA of the subject to encompass an area of approximately 5-mile radius of the site. In this market, we assumed that 75 percent of the residents will come from this PMA.
In 2022, 8.7 percent of the PMA’s total population was above the age of 75. This is above the national average of
7.0 percent. However, the 75+ cohort is expected to grow at an annual rate of 2.9 percent, which is below the national rate of 4.0 percent. In terms of the seniors housing market, the market area is considered to be an agingin-place market.
Overall our findings for the subject’s PMA reflected positive population and senior demographics trends, as well as positive growth of seniors as a share of population, as the early cycle of the baby boomers contributes to shifting population trends. However, during the next five years nationally and in most markets, we will see a decline of the 45-64 age groups, considered the adult children population for most senior housing prospective residents.
Our analysis shows that the PMA has an under-supply of assisted living/memory care inventory in the current year.
This is supported by the occupancies among the competitive facilities, which reported occupancy levels of 92 percent for assisted and memory care beds, excluding those in lease-up. These occupancies are above the national occupancy of 86.5 percent for assisted living within primary markets suggesting the market is similarly competitive than other primary markets around the country.
Based on the PMA demographics, existing seniors housing occupancies, and the aging senior housing product currently in place, there appears to be a need for the subject in the PMA. Given the proposed location, amenities, services and design, the subject should be capable of reaching and maintaining a stabilized occupancy up to 24 months following completion of construction.
65-74 75+ 65-74 75+ 65-74 75+ 65-74 75+
Households with Incomes Greater Than: $ 75,000 8,112 6,693 8,479 7,060 8,846 7,427 9,947 9,185 Multiplied by Potential Capture Rate* 2.0% 11.0% 2.0% 11.0% 2.0% 11.0% 2.0% 11.0% Equals Potential Demand 162 736 170 777 177 817 199 1,010 Potential Demand in PMA
Plus Demand From Outside PMA @25%
Equals Total Demand Potential
Multiplied by Potential MC Specific Capture Rate (30%)** Minus Existing and Pending Competitive Supply
Total Unmet Demand Potential
Source: © 2022 Experian Marketing Solutions, Inc. •All rights reserved•
DEMAND ESTIMATES FOR MEMORY CARE ASSISTED LIVING
2022 2023 2024 2027
299 403
1,198 1,612
Age of Householder Age of Householder
898 1,209
Age of Householder Age of Householder
946 994
315 331
1,262 1,325
234 340
*The potential capture rate is derived from data from the Summary Health Statistics for the U.S. Population: National Health Interview Survey, 2012 by the U.S. Department of Health and Human Services. The capture rate used is the percentage of seniors needing assistance with ADLs. **Based on the typical percentage allocation of secured memory care assisted living units among major operators such as Atria Senior Living, Brookdale Senior Living Inc., and Sunrise Senior Living, Inc.
359 484
125 143
378 398
125 125
253 272
WINCHESTER ASSISTED LIVING - PROPOSED ASSUMPTIONS AND LIMITING CONDITIONS CUSHMAN & WAKEFIELD 52
Assumptions and Limiting Conditions
"Report" means the market study or consulting report and conclusions stated therein, to which these Assumptions and Limiting Conditions are annexed.
"Property" means the subject of the Report.
"C&W" means Cushman & Wakefield, Inc. or its subsidiary that issued the Report. "Appraiser(s)" means the employee(s) of C&W who prepared and signed the Report.
The Report has been made subject to the following assumptions and limiting conditions:
• No opinion is intended to be expressed and no responsibility is assumed for the legal description or for any matters that are legal in nature or require legal expertise or specialized knowledge beyond that of a real estate appraiser. Title to the Property is assumed to be good and marketable and the Property is assumed to be free and clear of all liens unless otherwise stated. No survey of the Property was undertaken. • The information contained in the Report or upon which the Report is based has been gathered from sources the Appraiser assumes to be reliable and accurate. The owner of the Property may have provided some of such information. Neither the Appraiser nor C&W shall be responsible for the accuracy or completeness of such information, including the correctness of estimates, opinions, dimensions, sketches, exhibits and factual matters. Any authorized user of the Report is obligated to bring to the attention of C&W any inaccuracies or errors that it believes are contained in the Report.
• The opinions are only as of the date stated in the Report. Changes since that date in external and market factors or in the Property itself can significantly affect the conclusions in the Report. • The Report is to be used in whole and not in part. No part of the Report shall be used in conjunction with any other analyses. Publication of the Report or any portion thereof without the prior written consent of C&W is prohibited. Reference to the Appraisal Institute or to the MAI designation is prohibited. Except as may be otherwise stated in the letter of engagement, the Report may not be used by any person(s) other than the party(ies) to whom it is addressed or for purposes other than that for which it was prepared. No part of the Report shall be conveyed to the public through advertising, or used in any sales, promotion, offering or SEC material without C&W's prior written consent. Any authorized user(s) of this Report who provides a copy to, or permits reliance thereon by, any person or entity not authorized by C&W in writing to use or rely thereon, hereby agrees to indemnify and hold C&W, its affiliates and their respective shareholders, directors, officers and employees, harmless from and against all damages, expenses, claims and costs, including attorneys' fees, incurred in investigating and defending any claim arising from or in any way connected to the use of, or reliance upon, the Report by any such unauthorized person(s) or entity(ies). • Except as may be otherwise stated in the letter of engagement, the Appraiser shall not be required to give testimony in any court or administrative proceeding relating to the Property or the Appraisal. • The Report assumes (a) responsible ownership and competent management of the Property; (b) there are no hidden or unapparent conditions of the Property, subsoil or structures that render the Property more or less valuable (no responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them); (c) full compliance with all applicable federal, state and local zoning and environmental regulations and laws, unless noncompliance is stated, defined and considered in the Report; and (d) all required licenses, certificates of occupancy and other governmental consents have been or can be obtained and renewed for any use on which the value opinion contained in the Report is based. • The physical condition of the improvements considered by the Report is based on visual inspection by the Appraiser or other person identified in the Report. C&W assumes no responsibility for the soundness of structural components or for the condition of mechanical equipment, plumbing or electrical components.
WINCHESTER ASSISTED LIVING - PROPOSED ASSUMPTIONS AND LIMITING CONDITIONS CUSHMAN & WAKEFIELD 53
• The forecasted potential gross income referred to in the Report may be based on lease summaries provided by the owner or third parties. The Report assumes no responsibility for the authenticity or completeness of lease information provided by others. C&W recommends that legal advice be obtained regarding the interpretation of lease provisions and the contractual rights of parties. • The forecasts of income and expenses are not predictions of the future. Rather, they are the Appraiser's best opinions of current market thinking on future income and expenses. The Appraiser and C&W make no warranty or representation that these forecasts will materialize. The real estate market is constantly fluctuating and changing. It is not the Appraiser's task to predict or in any way warrant the conditions of a future real estate market; the Appraiser can only reflect what the investment community, as of the date of the Report, envisages for the future in terms of rental rates, expenses, and supply and demand. • Unless otherwise stated in the Report, the existence of potentially hazardous or toxic materials that may have been used in the construction or maintenance of the improvements or may be located at or about the Property was not considered in arriving at the opinion of value. These materials (such as formaldehyde foam insulation, asbestos insulation and other potentially hazardous materials) may adversely affect the value of the Property.
The Appraisers are not qualified to detect such substances. C&W recommends that an environmental expert be employed to determine the impact of these matters on the opinion of value. • Unless otherwise stated in the Report, compliance with the requirements of the Americans with Disabilities Act of 1990 (ADA) has not been considered in arriving at the opinion of value. Failure to comply with the requirements of the ADA may adversely affect the value of the Property. C&W recommends that an expert in this field be employed to determine the compliance of the Property with the requirements of the ADA and the impact of these matters on the opinion of value.
• If the Report is submitted to a lender or investor with the prior approval of C&W, such party should consider this Report as only one factor, together with its independent investment considerations and underwriting criteria, in its overall investment decision. Such lender or investor is specifically cautioned to understand all Extraordinary Assumptions and Hypothetical Conditions and the Assumptions and Limiting Conditions incorporated in this Report.
• In the event of a claim against C&W or its affiliates or their respective officers or employees or the Appraisers in connection with or in any way relating to this Report or this engagement, the maximum damages recoverable shall be the amount of the monies actually collected by C&W or its affiliates for this Report and under no circumstances shall any claim for consequential damages be made. • If the Report is referred to or included in any offering material or prospectus, the Report shall be deemed referred to or included for informational purposes only and C&W, its employees and the Appraiser have no liability to such recipients. C&W disclaims any and all liability to any party other than the party that retained C&W to prepare the Report.
• Any estimate of insurable value, if included within the agreed upon scope of work and presented within this report, is based upon figures derived from a national cost estimating service and is developed consistent with industry practices. However, actual local and regional construction costs may vary significantly from our estimate and individual insurance policies and underwriters have varied specifications, exclusions, and noninsurable items. As such, we strongly recommend that the Client obtain estimates from professionals experienced in establishing insurance coverage for replacing any structure. This analysis should not be relied upon to determine insurance coverage. Furthermore, we make no warranties regarding the accuracy of this estimate.
• By use of this Report each party that uses this Report agrees to be bound by all of the Assumptions and Limiting Conditions, Hypothetical Conditions and Extraordinary Assumptions stated herein.
WINCHESTER ASSISTED LIVING - PROPOSED CERTIFICATION
CUSHMAN & WAKEFIELD 54
Certification
We certify that, to the best of our knowledge and belief:
The statements of fact contained in this report are true and correct. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are our personal, impartial, and unbiased professional analyses, opinions, and conclusions. We have no present or prospective interest in the property that is the subject of this report, and no personal interest with respect to the parties involved.
We have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment.
Our engagement in this assignment was not contingent upon developing or reporting predetermined results. Our compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this market study.
The reported analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with Uniform Standards of Professional Appraisal Practice and the Code of Professional Ethics and Standards of Professional Practice of the Appraisal Institute.
The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives.
Jordan H. Cline and Gerald V. Rasmussen, MAI, FRICS did not physically inspect the property. We have not performed prior services involving the subject property within the three-year period immediately preceding the acceptance of the assignment.
No one provided significant real property market study assistance to the persons signing this report. As of the date of this report, Gerald V. Rasmussen, MAI, FRICS has completed the continuing education program of the Appraisal Institute.
As of the date of this report, Jordan H. Cline has completed the Standards and Ethics Education Requirement for Practicing Affiliates of the Appraisal Institute.
Jordan H. Cline
Senior Director
Senior Housing/Healthcare Industry Group
CA Certified General Appraiser
License No. AG036234
License Expiration Date January 27, 2025
[email protected]
916-677-1250 Office Direct
Gerald V. Rasmussen, MAI, FRICS
Executive Managing Director/National Practice Leader
Senior Housing/Healthcare Industry Group
CA Certified General Appraiser
License No. AG043979
License Expiration Date June 10, 2024
[email protected]
203-326-5884 Office Direct
WINCHESTER ASSISTED LIVING - PROPOSED GLOSSARY OF TERMS AND DEFINITIONS CUSHMAN & WAKEFIELD 55
Glossary of Terms and Definitions
The following definitions of pertinent terms are taken from The Dictionary of Real Estate Appraisal, Seventh Edition (2022), published by the Appraisal Institute, as well as other sources.
Exposure Time
1. The time a property remains on the market. 2. The estimated length of time the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal; a retrospective estimate based on an analysis of past events assuming a competitive and open market. See also marketing time.
Extraordinary Assumptions
An extraordinary assumption is defined by the USPAP (2022-2023 Edition) as “an assignment-specific assumption as of the effective date regarding uncertain information used in an analysis which, if found to be false, could alter the appraiser’s opinions or conclusions.” Uncertain information might include physical, legal, or economic characteristics of the subject property; or conditions external to the property, such as market conditions or trends; or the integrity of data used in an analysis.
Hypothetical Conditions:
A hypothetical condition is defined by the USPAP (2022-2023 Edition) as “a condition, directly related to a specific assignment, which is contrary to what is known by the appraiser to exist on the effective date of the assignment results, but is used for the purpose of analysis.” Hypothetical conditions are contrary to known facts about physical, legal, or economic characteristics of the subject property; or about conditions external to the property, such as market conditions or trends; or about the integrity of data used in an analysis.
Marketing Time
An opinion of the amount of time it might take to sell a real or personal property interest at the concluded market value level during the period immediately after the effective date of an appraisal. Marketing time differs from exposure time, which is always presumed to precede the effective date of an appraisal. (Advisory Opinion 7 of the Appraisal Standards Board of The Appraisal Foundation and Statement on Appraisal Standards No. 6, “Reasonable Exposure Time in Real Property and Personal Property Market Value Opinions” address the determination of reasonable exposure and marketing time.) See also exposure time.
Market Rent
The most probable rent that a property should bring in a competitive and open market reflecting all conditions and restrictions of the lease agreement, including permitted uses, use restrictions, expense obligations, term, concessions, renewal and purchase options, and tenant improvements (TIs).
WINCHESTER ASSISTED LIVING - PROPOSED ADDENDA CONTENTS
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Addenda Contents
Addendum A: Senior Demographics
Addendum B: Property Exhibits
Addendum C: Qualifications of the Market Analysts
WINCHESTER ASSISTED LIVING - PROPOSED ADDENDA CONTENTS
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Addendum A:
Senior Demographics
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CW Senior Life Summary for My Site, 15860 Winchester Blvd, Los Gatos, CA, 95030, trade area of 5 mile(s):
Senior Life Summary Report
Date: July 28, 2023
Population by Age
5 mile(s)
5 Year Projection Total Population 251,540
Current Year Total Population 249,517
2000 Census Total Population 242,040
2010 Census Total Population 244,509
Growth 2000 to 2010 1.02%
Description 2000 Census % Current Estimate % 5 Year Projection % Total Population 242,040 249,517 251,540
Age 45 - 54 34,854 14.40% 38,598 15.47% 36,561 14.54%
Age 55 - 64 22,808 9.42% 35,234 14.12% 35,408 14.08%
Age 65 - 74 16,327 6.75% 23,025 9.23% 25,407 10.10%
Age 75 - 84 9,743 4.03% 14,537 5.83% 17,121 6.81%
Age 85+ 3,368 1.39% 7,086 2.84% 7,841 3.12%
Age 65+ 29,437 12.16% 44,648 17.89% 50,368 20.02%
Household Income by Age of Householder
Median Household Income $92,648 $188,698 $215,946
Householder Age 65 - 74 9,378 12,754 13,893
Income < $ 15,000 870 9.28% 720 5.64% 555 4.00%
Income $ 15,000 - $24,999 1,026 10.94% 643 5.04% 589 4.24% Income $ 25,000 - $34,999 994 10.60% 661 5.18% 585 4.21% Income $ 35,000 - $49,999 1,367 14.58% 921 7.22% 808 5.82% Income $ 50,000 - $74,999 1,883 20.08% 1,696 13.30% 1,408 10.13% Income $ 75,000 - $99,999 1,065 11.35% 1,464 11.48% 1,243 8.95% Income $ 100,000 - $124,999 621 6.62% 1,060 8.31% 1,002 7.21% Income $ 125,000 - $149,999 490 5.22% 833 6.53% 863 6.21% Income $ 150,000 - $199,999 530 5.66% 1,654 12.97% 2,087 15.02% Income $ $200,000+ 532 5.67% 3,100 24.31% 4,752 34.21%
Median Household Income $54,654 $104,947 $144,780
Householder Age 75 - 84 NA 8,828 10,299
Income < $ 15,000 NA NA 1,051 11.91% 915 8.88%
Income $ 15,000 - $24,999 NA NA 709 8.03% 685 6.65%
Income $ 25,000 - $34,999 NA NA 719 8.14% 651 6.32%
Income $ 35,000 - $49,999 NA NA 776 8.79% 784 7.61%
Income $ 50,000 - $74,999 NA NA 1,144 12.95% 1,067 10.36% Income $ 75,000 - $99,999 NA NA 781 8.85% 793 7.70%
Income $ 100,000 - $124,999 NA NA 647 7.33% 753 7.31%
Income $ 125,000 - $149,999 NA NA 520 5.89% 674 6.55%
Income $ 150,000 - $199,999 NA NA 594 6.72% 888 8.63%
Income $ $200,000+ NA NA 1,888 21.38% 3,089 30.00%
Median Household Income NA $76,535 $110,186
Householder Age 85 and Older NA 4,421 4,862
Income < $ 15,000 NA NA 509 11.51% 423 8.69%
Income $ 15,000 - $24,999 NA NA 342 7.74% 304 6.26%
Income $ 25,000 - $34,999 NA NA 388 8.77% 351 7.23%
Income $ 35,000 - $49,999 NA NA 359 8.12% 324 6.66%
Income $ 50,000 - $74,999 NA NA 560 12.66% 473 9.73%
Income $ 75,000 - $99,999 NA NA 396 8.96% 349 7.18%
Income $ 100,000 - $124,999 NA NA 437 9.89% 485 9.97%
Income $ 125,000 - $149,999 NA NA 302 6.83% 354 7.29%
Income $ 150,000 - $199,999 NA NA 183 4.13% 297 6.10%
Income $ $200,000+ NA NA 945 21.37% 1,503 30.90%
Average Household Income $109,772 $214,120 $254,390
Median Household Income $81,779 $160,024 $191,309
Per Capita HH Income* $41,196 $80,765 $95,965
Median Value $506,899 $1,000,000 $1,000,000
Owner Occupied 59,950 60,737 61,163
Renter Occupied 30,885 33,163 33,539
* Current Year Per Capita HH Income = Aggregate Household ** Not all 2000 variables are available in 2010 data.
© 2000 & 2010 US Census, All Rights Reserved, Alteryx, Inc. © 2020 Easy Analytic Software, Inc. (EASI®) All Rights Reserved, ,Alteryx, Inc. © 2020 Experian Information Solutions, Inc. All Rights Reserved, Alteryx, Inc.
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Demographic Trend Summary for My Site, 15860 Winchester Blvd, Los Gatos, CA, 95030, trade area of 5 mile(s):
Demographic Trend Summary
Geography: 5 mile(s)
Date: July 28, 2023
2000 2010 2022 2027 Percent Change
Census % Census % Estimate % Projection % 2000 to 2010 2022 to 2027 Total Population 242,040 244,509 249,517 251,540 1.0% 0.8% Total Households 90,835 91,512 93,900 94,702 0.7% 0.9%
Employed Civilian Population 16+ 125,326 115,108 138,170 143,469 -8.2% 3.8% Blue Collar 25,170 20% 23,258 20% 27,770 20% 28,663 20% -7.6% 3.2% White Collar 100,156 80% 91,850 80% 110,400 80% 114,806 80% -8.3% 4.0% Q3 2022 Employees n/a n/a 85,265 n/a n/a n/a
Q3 2022 Establishments* n/a n/a 11,453 n/a n/a n/a
Population by Age
2000 2010 2022 2027 Percent Change
Census % Census % Estimate % Projection % 2000 to 2010 2022 to 2027 0 to 4 15,483 6.4% 14,743 6.0% 12,142 4.9% 12,052 4.8% -4.8% -0.7% 5 to 14 33,673 13.9% 33,215 13.6% 29,884 12.0% 28,435 11.3% -1.4% -4.8% 15 to 19 13,435 5.6% 15,114 6.2% 15,275 6.1% 14,733 5.9% 12.5% -3.5% 20 to 24 10,390 4.3% 11,136 4.6% 12,138 4.9% 13,355 5.3% 7.2% 10.0% 25 to 34 35,149 14.5% 27,055 11.1% 30,545 12.2% 29,308 11.7% -23.0% -4.1% 35 to 44 46,811 19.3% 37,598 15.4% 31,053 12.4% 31,319 12.5% -19.7% 0.9% 45 to 54 34,854 14.4% 43,008 17.6% 38,598 15.5% 36,561 14.5% 23.4% -5.3% 55 to 64 22,808 9.4% 28,483 11.6% 35,234 14.1% 35,408 14.1% 24.9% 0.5% 65 to 74 16,327 6.7% 17,555 7.2% 23,025 9.2% 25,407 10.1% 7.5% 10.3% 75 to 84 9,743 4.0% 11,526 4.7% 14,537 5.8% 17,121 6.8% 18.3% 17.8% 85+ 3,368 1.4% 5,075 2.1% 7,086 2.8% 7,841 3.1% 50.7% 10.6% Median Age 37.7 41.0 43.1 44.0 8.8% 2.0%
Households by Income
2000 2010 2022 2027 Percent Change
Census % Census % Estimates % Projections % 2000 to 2010 2022 to 2027 $0 - $15,000 5,737 6.3% 5,574 6.1% 4,139 4.4% 3,192 3.4% -2.8% -22.9% $15,000 - $24,999 4,775 5.3% 5,326 5.8% 2,820 3.0% 2,484 2.6% 11.5% -11.9% $25,000 - $34,999 5,921 6.5% 5,270 5.8% 3,374 3.6% 2,842 3.0% -11.0% -15.8% $35,000 - $49,999 9,009 9.9% 7,921 8.7% 4,472 4.8% 3,834 4.0% -12.1% -14.3% $50,000 - $74,999 16,238 17.9% 12,057 13.2% 7,785 8.3% 6,104 6.4% -25.7% -21.6% $75,000 - $99,999 12,848 14.1% 10,738 11.7% 7,717 8.2% 6,080 6.4% -16.4% -21.2% $100,000 - $149,999 17,532 19.3% 19,656 21.5% 13,924 14.8% 12,022 12.7% 12.1% -13.7% $150,000 + 18,869 20.8% 24,970 27.3% 49,667 52.9% 58,143 61.4% 32.3% 17.1% Average Hhld Income $109,772 $138,445 $214,120 $254,390 26.1% 18.8% Median Hhld Income $81,779 $97,361 $160,024 $191,309 19.1% 19.6% Per Capita Income $41,196 $51,961 $80,765 $95,965 26.1% 18.8% *Establishment counts include D&B business location records that have a valid telephone, known SIC code and D&B rating as well as exclude cottage industries (businesses that operate from a residence) © 2000 & 2010 US Census, All Rights Reserved, Alteryx, Inc. © 2020 Easy Analytic Software, Inc. (EASI®) All Rights Reserved, ,Alteryx, Inc. © 2020 Experian Information Solutions, Inc. All Rights Reserved, Alteryx, Inc.
Experian Data Methodology
© 2020 Experian Marketing Solutions, Inc. All Rights Reserved, Alteryx, Inc.
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Addendum B:
Property Exhibits
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
TITLE SHEET
A-0.0
A-3.7 ROOF SCREEN ANALYSIS -
PERSPECTIVES
A-4.0 OVERALL BUILDING ELEVATIONS
A-4.1 BUILDING ELEVATIONS - WEST
A-4.2 BUILDING ELEVATIONS - NORTH
A-4.3 BUILDING ELEVATIONS - SOUTH
A-4.4 BUILDING ELEVATIONS - EAST
A-4.5 COURTYARD ELEVATIONS -
ASSISTED LIVING
A-4.6 COURTYARD ELEVATIONS -
MEMORY CARE
A-5.1 RENDERING - WEST ELEVATON
A-5.2 RENDERING - PERSPECTIVE FROM
WINCHESTER
A-5.3 RENDERING - SOUTH ELEVATION
A-5.4 RENDERING - PERSPECTIVE FROM
GARDEN/GROUND LEVEL UNIT
A-5.5 RENDERING - NORTH ELEVATON
(SHELBURNE WAY)
A-5.6 RENDERING - PERSPECTIVE FROM
SHELBURNE
A-5.7 RENDERING - AERIAL FROM
SHELBURNE
A-5.8 RENDERING - AERIAL FROM
WINCHESTER
A-6.1 MATERIALS AND COLORS
A-7.1 PHOTOS OF PROPERTY
4 - ARCHITECTURAL
A-1.1 SITE PLAN
A-1.3 SITE - DEMOLITION
A-1.4 SHADOW STUDY
A-1.5 OVERALL EXISTING ELEVATIONS
A-1.6 OVERALL EXISTING ELEVATIONS
A-1.7 OVERALL EXISTING ELEVATIONS
A-1.8 FIRE ACCESS PLAN
A-1.9 FIRE ACCESS SECTIONS
A-1.10 STREETSCAPE ELEVATIONS &
PHOTOS
A-2.0 GROUND FLOOR
A-2.1 1ST FLOOR
A-2.2 2ND FLOOR
A-2.3 3RD FLOOR
A-2.4 ROOF
A-2.5 ROOF DRAIN AREA PLAN
A-3.0 RENDERING - NORTH ELEVATIONS
COMPARISION
A-3.1 RENDERING - EAST ELEVATIONS
COMPARISION
A-3.2 NORTH - SHELBURNE ELEVATION -
VARIANCE EXHIBIT
A-3.3 SOUTH - FACING RESIDENTIAL
ELEVATIONS - VARIANCE EXHIBIT
A-3.4 BUILDING SECTIONS
A-3.5 BUILDING SECTIONS
A-3.6 ROOF SCREEN ANALYSIS -
BUILDING SECTIONS
0 - GENERAL
A-0.0 TITLE SHEET
A-0.1 BLUEPRINT FOR A CLEAN BAY
A-0.2 PROJECTION INFORMATION
T-1 SITE - EXISTING TREES
T-2 ARBORIST REPORT
T-3 ARBORIST REPORT
T-4 ARBORIST REPORT
2 - CIVIL
C1.1 EXISTING CONDITION
C2.1 LOT MERGER SITE PLAN
C3.1 SITE GRADING PLAN
C3.2 SECTIONS
C4.1 SITE UTILITY PLAN
C4.2 SITE UTILITY PLAN
C5.1 STORMWATER CONTROL PLAN
C5.2 TYPICAL STORMWATER DETAILS
C6.1 EROSION CONTROL PLAN
C6.2 EROSION CONTROL DETAILS
C6.3 POLLUTION PREVENTION
3 - LANDSCAPE
LS-1.0 SCHEMATIC LANDSCAPE
LS-2.0 SCHEMATIC LANDSCAPE
LS-3.0 SCHEMATIC LANDSCAPE
LS-4.0 SCHEMATIC LEGENDS
LS-5.0 SCHEMATIC MATERIAL
LS-6.0 SCHEMATIC PLANTING
VICINITY MAP: PROJECT DIRECTORY: SHEET INDEX:
SWENSON
777 NORTH FIRST STREET, 5TH FLR
SAN JOSE, CA 95112
MIKE BLACK
[email protected]
PH: (408) 938-6322
FX: (408) 998-1737
JESSIE BRISTOW
[email protected]
PH: (831) 475-7100
FX: (831) 475-4544
SWENSON
777 NORTH FIRST STREET, 5TH FLR
SAN JOSE, CA 95112
DANIEL SELL
[email protected]
PH: (408) 938-6338
FX: (408) 287-2356
DAVID MEADS
[email protected]
PH: (408) 938-6384
FX: (408) 287-2356
DEVELOPMENT
ARCHITECT
PROJECT LOCATION
BKF ENGINEERS
980 9th STREET, SUITE 2300
SACRAMENTO, CA 95814
KEVIN WONG
[email protected]
PH: (916) 556-5800
FX: (916) 556-5899
CIVIL ENGINEER
DILLION DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
849 ALMAR AVE., #C162
SANTA CRUZ CA 95060
MIKE DILLION
[email protected]
PH: (408) 221-2516
LANDSCAPE
CORNERSTONE EARTH GROUP
1259 OAKMEAD PARKWAY
SUNNYVALE, CA 94085
STEPHEN OHLSEN, P.E.
[email protected]
PH: (408) 245-4600 - EXT. 125
GEOTECHNICAL ENGINEER
THE DESIGN INTENT FOR THIS PROJECT WAS TO CONVEY A HILLSIDE
ESTATE FEEL WITH AN ITALIAN REVIVAL INFLUENCE THAT FEATURES SUCH
ELEMENTS AS A TILED ROOF WITH DEEP SET DECORATIVE EAVES, PICTURE
FRAMED WINDOWS, SYMMETRICAL FACADES, COLUMNS, AND
BALUSTRADES. WHEN PLANNING THIS PROJECT WE WANTED TO MAINTAIN
THE ORIGINAL RHYTHM OF THE NEIGHBORHOOD BY REPLACING THE
EXISTING THREE HOMES ON THE SITE WITH A STRUCTURE THAT
REFLECTED THE SAME THREE PART RHYTHM FACING ONTO WINCHESTER BOULEVARD. THESE THREE SEGMENTS OF THE BUILDING ARE LOCATED IN
ROUGHLY IN THE SAME LOCATION AS THE ORIGINAL HOMES WITH THE MOST SOUTHERN OF THESE WINGS STEPPING DOWN TO SECOND STORY.
THIS WAS DONE AS A WAY OF CREATING VISUAL INTEREST THROUGH
ASYMMETRY AS WELL AS A WAY TO SEGUE BETWEEN OUR PROJECT AND THE NEIGHBORING TOWNHOMES TO THE SOUTH OF OUR DEVELOPMENT.
OUR PROJECT STEPS DOWN EVEN FURTHER ON EITHER END OF THE
BUILDING ENTRANCE WITH A FRAMED ENTRY / EXIT TO THE PORTE COCHERE.
THIS SENIOR HOUSING PROJECT CONSIST OF 18 MEMORY CARE UNITS AND 107 ASSISTED LIVING UNITS FOR A COMBINED TOTAL OF 125 UNITS. IN
ADDITION TO THESE LIVING UNITS, THIS PROJECT HAS TWO SEPARATE
DINING ROOMS, A COMMERCIAL KITCHEN, THEATER, LIBRARY, GREAT ROOM, AND OTHER COMMON USE SPACES THROUGHOUT. THE OUTDOOR
SPACES INCLUDE BOTH COMMON USE AREAS WHICH CONSIST OF THREE
DIFFERENT LANDSCAPED COURTYARDS AT THE FIRST FLOOR PODIUM
LEVEL AS WELL AS PRIVATE USE PATIOS OFF OF THE GROUND FLOOR GARDEN UNITS TO THE SOUTH AND EAST OF OUR PROJECT.
PROJECT DESCRIPTION:
N
WINCHESTER MEMORY CARE / ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CALIFORNIA 95030 1 PROJECT ADDRESS: 15860 - 15894 WINCHESTER BLVD.,
LOS GATOS, CALIFORNIA 95030
ACCESSOR PARCEL NUMBERS: 529-11-13 529-11-38 529-11-39 529-11-40 TYPE OF CONSTRUCTION : IB - FULLY SPRINKLERED PER NFPA 13 (SEPARATE PERMIT)
OCCUPANCY GROUP : R2.1
SITE AREA : 56,889 S.F. (1.31 ACRES)
PROJECT INFORMATION
1 DEFERRED SUBMITTALS LIST:
THE FOLLOWING ITEMS ARE A DEFERRED SUBMITTAL:
- FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS
THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE
APPLICATION AND THAT ARE TO BE SUMBITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
- DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE ARCHITECT OR ENGINEER OF RECORD SHALL LIST THE
DEFERRED SUBMITTALS ON THE PLANS AND SHALL SUBMIT THE DEFERRED SUBMITTAL DOUCMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
- SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO
THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD
THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
THE FOLLOWING ITEMS WILL BE DEFERRED SUBMITTALS:
1. FIRE SPRINKLERS
2. FIRE ALARM SYSTEM
3. EMERGENCY RESPONDER RADIO COVERAGE
4. TWO-WAY COMMUNICATION SYSTEM
APPLICABLE CODES:
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (MANDATORY MEASURES) 2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ENERGY CODE
NO PUBLIC FUNDS FOR THIS PROJECT
1 1
1 1
3 4
Revision Schedule
1 Planning Response #1 07/20/21
3 Planning Response #3 12/10/21
4 Planning Response #4 04/04/22
UP
DN
UP UP
DN
C3 - 267 SF
C3 - 368 SF
C3 - 287 SF
C3 - 306 SF C3 - 162 SF
WINCHESTER BLVD
SHELBURNE WAY
PROPERTY LINE
SHELBURNE WAY
7 8
55' - 6" 16' - 1"
SETBACK
20' - 0"
WINCHESTER BLVD.
SETBACK
10' - 0"
SETBACK
25' - 0"
SETBACK
15' - 0"
PORTE COCHERE
MEMORY
CARE
COURTYARD
199
A.L.
COURTYARD
198B
A.L.
COURTYARD
198A
ENTRY
172
1 1
1 2
2 2
2 3
6' - 0"
PARKING
0.8%
1.8%
2.1%
4 6' - 0"
4 WINCHESTER
MEMORY CARE /
ASSISTED LIVING
8' - 0"
SHELBURNE WAY
3 170.00'
280.00'
190.00'
R=
L= 28.28' 20.00'
5 6
5 5
5 5
(E) ANIMAL HOSPITAL - 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE - 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
18' - 9" 267' - 6" 13' - 9"
41' - 6" 128' - 6" 20' - 0"
4 3
5 8
7 6' - 0"
5 5
5 1
6 300.00'
6 F.F. : 381'
DRIVEWAY
22' - 7"
145' - 0"
SETBACK
15' - 0"
SETBACK
10' - 0"
1 A-1.9
2 A-1.9
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 11 12
12 PROPERTY LINE
SETBACK LINE
SPLIT FACE CMU WALL
ADJACENT TO NEIGBOR'S WALL,
6'-0" H. TYP.
ACCESSIBLE WALK
PAVER; S.L.D.
CONCRETE SIDEWALK; S.C.D.
TRASH STAGING AREA
PLAN KEYNOTE :
12345
LOADING AREA
KNOX KEY SWITCH; FINAL LOCATION
TO BE APPROVED BY FIRE DEPT.
6' HEIGHT METAL GATE AND FENCE
DOUBLE STRIPING PER TOWN CODE
§. 29.10.115(D)(7)
CONTINUOUS CURB WHEEL STOP
PER TOWN CODE §. 29.10.155(H)(1)
BICYCLE RACK; RIBBON STYLE tTO
HOLD FIVE BIKES PER RACK
6 8
1 9
1 10
11 12
3 7
13 PLAN LEGEND :
EXISTING TREE, SEE ARBORIST
REPORT (SHEET T-2 TO T-4) FOR
SIZE AND LOCATION
TREE NUMBER, SEE SHEET T-1 AND
SEE ARBORIST REPORT (SHEET T-2
TO T-4)
BIO SWALE GRASS (C3 AREA) SEE
CIVIL SHEET C5.1 STORMWATER
CONTROL PLAN FOR SPECIFICS
AND CALCULATIONS
GENERAL NOTES :
#
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
SITE PLAN
A-1.1
1 SITE PLAN
1/16" = 1'-0"
N
1 2
3 4
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
3 Planning Response #3 12/10/21
4 Planning Response #4 04/04/22
4
UP
UP
UP
A-4.2 1
ELEV
E001A
Room Legend
A
B
C
CONFERENCE
CORRIDOR
ELECTRICAL RM
ELEV
ELEV LOBBY
ELV MACH
GARAGE
GENERATOR
LAUNDRY
LIB. STOR.
LIBRARY
LOADING DOCK
MAINTENANCE
OFFICE
R.R.
RESOURCE RM
SALES
SERVICE ELEV
STAFF LOUNGE
STAIR 1
STAIR 3
STAIR 4
STORAGE
THEATER
TRASH
WATER / BOILER
PARKING STALLS:
STANDARD - 47
ACCESSIBLE - 2
TOTAL: 49
6 5
4 3
2 1
48 47
36 469 SF
B
012
578 SF
C
013
419 SF
TRASH
032
675 SF
LOADING
DOCK
031
8.0%
8' - 9" 5' - 0"
637 SF
LIBRARY
040A
ELEV
E001B
152 SF
STAIR 1
091
453 SF
STAIR 3
093
720 SF
THEATER
041
343 SF
ELEV
LOBBY
039
242 SF
LAUNDRY
042
62 SF
R.R.
047A
408 SF
STAFF
LOUNGE
044
182 SF
MAINTENANCE
043
72 SF
SERVICE
ELEV
E001C
484 SF
ELECTRICAL
RM
035
1 A-3.4
11 35
169 SF
RESOURCE
RM
048
49 123 SF
CONFERENCE
045
2 A-3.4
116 SF
SALES
049
115 SF
SALES
050
55 SF
LIB. STOR.
040B
450 SF
WATER /
BOILER
033
353 SF
A
014
53 SF
ELV
MACH
E002
15' - 8"
288 SF
GENERATOR
034
17116 SF
GARAGE
030
8' - 0"
4.2%
4' - 6" 4' - 6"
2 A-4.3
A-4.0
1 A-4.0
2 1
A-3.5
72 SF
OFFICE
046 2' - 0" 16' - 0" 26' - 6" 16' - 0" 2' - 0"
41 SF
STORAGE
036
OPEN TO
7.4% ABOVE 3.7%
EQ EQ
6' - 0"
8' - 0"
4.2%
267' - 6" 18' - 9"
25' - 8"
11' - 9"
8' - 0" 22' - 0" 8' - 0" 1
1 1
3 3
5 4
3 5
29 22 23 26 27 28
33 41
40 13' - 11"
D
R
VI E
W
A
Y
22' - 7"
7 3.7%
30' - 0"
10' - 0"
1 9
1 A-1.10
2 A-1.10 3
496 SF
B
021
496 SF
B
022
360 SF
A
023
360 SF
A
024
360 SF
A
025
360 SF
A
026
385 SF
A
016
353 SF
A
019
353 SF
A
017
353 SF
A
018
353 SF
A
020
BOX TRUCK
62 SF
R.R.
047B
7' - 9 1/2"
9 1 A-3.3
1972 SF
CORRIDOR
037
210 SF
CORRIDOR
038
134 SF
STAIR 4
094
NO PARKING - PER
TOWN CODE §
29.10155(D)(9)
13 14 16 17 19 20 22 23 25 26
5' - 3" 8' - 6" 8' - 6" 8' - 6" 9' - 6" 9' - 6" 18' - 0" 9' - 6" 18' - 0" 9' - 6" 18' - 0" 9' - 6" 8' - 6" 9' - 6" 9' - 6" 18' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 3/8" 10 12 15 18 21 24 27 28 29
46 9' - 6" 9' - 6" 18' - 0" 9' - 6" 18' - 0" 9' - 6"
45 44 43 42 41 40 39 38 37 34 33 32 31 30
7 8 9
9' - 6" 18' - 0" 9' - 6" 9' - 6"
2' - 0" 16' - 0" 27' - 6" 16' - 0"
9' - 6" 8' - 6" 9' - 6"
9' - 6" 18' - 0" 9' - 6"
12 12
12 12
12 11
TYP.
11 TYP.
2 A-3.6
1 A-3.6
3 A-3.6
C3
15 SF
C3
15 SF
C3
15 SF
C3
15 SF
C3
15 SF
C3
15 SF
PROPERTY LINE
SETBACK LINE
SPLIT FACE CMU WALL
ADJACENT TO NEIGBOR'S WALL,
6'-0" H. TYP.
ACCESSIBLE WALK
PAVER; S.L.D.
CONCRETE SIDEWALK; S.C.D.
TRASH STAGING AREA
PLAN KEYNOTE :
1 2
3 4
5 LOADING AREA
KNOX KEY SWITCH; FINAL LOCATION
TO BE APPROVED BY FIRE DEPT.
6' HEIGHT METAL GATE AND FENCE
DOUBLE STRIPING PER TOWN CODE
§. 29.10.115(D)(7)
CONTINUOUS CURB WHEEL STOP
PER TOWN CODE §. 29.10.155(H)(1)
BICYCLE RACK; RIBBON STYLE tTO
HOLD FIVE BIKES PER RACK
6 8
1 9 1
10 11
12 3
7 13
PLAN LEGEND :
EXISTING TREE, SEE ARBORIST
REPORT (SHEET T-2 TO T-4) FOR
SIZE AND LOCATION
TREE NUMBER, SEE SHEET T-1 AND
SEE ARBORIST REPORT (SHEET T-2
TO T-4)
BIO SWALE GRASS (C3 AREA) SEE
CIVIL SHEET C5.1 STORMWATER
CONTROL PLAN FOR SPECIFICS
AND CALCULATIONS
#
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
GROUND FLOOR
A-2.0
3/32" = 1'-0" 1
GROUND FLOOR PLAN
RESIDENTIAL ROOMS - GROUND FLOOR
NAME NUMBER AREA
A 014 353 SF
A 016 385 SF
A 017 353 SF
A 018 353 SF
A 019 353 SF
A 020 353 SF
A 023 360 SF
A 024 360 SF
A 025 360 SF
A 026 360 SF
A: 10 3592 SF
B 012 469 SF
B 021 496 SF
B 022 496 SF
B: 3 1461 SF
C 013 578 SF
C: 1 578 SF
Grand total: 14 5631 SF
N
2 2
4 Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
4 Planning Response #4 04/04/22
UP
DN
UP
UP
DN
DN
PROPERTY LINE
7 8
1 A-4.3
A-4.2 1
350 SF
STAIR 1
190
641 SF
C
107
194 SF
STAIR 2
192
198 SF
STAIR 3
193
80 SF
ELEV
E101A
82 SF
ELEV
E101B
1765 SF
ACTIVITY
ROOM
178
2344 SF
A.L.
COURTYARD
198A
1888 SF
DINING
ROOM
166
870 SF
KITCHEN
165
69 SF
SERVICE
ELEV
E101C
597 SF
WELLNESS
CENTER
167
115 SF
NURSE
168 79 SF
ELEC /
DATA
163
974 SF
MC DINING
ROOM
176
139 SF
OFFICE
170
121 SF
RECEPTION
175
62 SF
FIRE CTRL
174
467 SF
LOBBY
LOUNGE
173
1 A-3.4
49 51
52 53
2 A-3.4
1 A-4.5
2 3
4 A-4.6
2 1
4 3
48' - 2 3/4"
1300 SF
A.L.
COURTYARD
198B
2057 SF
MEMORY
CARE
COURTYARD
199
175 SF
DISCOVERY
171
135 SF
ENTRY
172
6' - 2"
210 SF
ELEV
LOBBY
160
A-4.0
1 A-4.0
2 1
A-3.5
OPEN TO
BELOW
116 SF
R.R.
164A
116 SF
R.R.
164B
210 SF
BISTRO
177
10 1/2"
2.1%
1.8%
0.8%
0"
0"
PARKING STALLS:
STANDARD - 4
ACCESSIBLE - 1
TOTAL: 5
271' - 2"
SETBACK
15' - 0"
S
E
T
B
A
C
K
20' - 0"
SETBACK
10' - 0"
S
E
T
B
A
C
K
25' - 0"
13' - 9"
145' - 0"
S
E
T
B
A
C
K
25' - 0" 16' - 6" 128' - 6"
S
E
T
B
A
C
K
20' - 0"
1.4%
1.6%
6' - 0"
6' - 0"
6' - 0"
Room Legend
A
A.L. COURTYARD
ACTIVITY ROOM
B
BISTRO
C
CORRIDOR
DINING ROOM
DISCOVERY
ELEC / DATA
ELEV
ELEV LOBBY
ENTRY
FIRE CTRL
KITCHEN
LOBBY LOUNGE
M.C. UNIT
MC DINING ROOM
MEMORY CARE
COURTYARD
NURSE
OFFICE
R.R.
RECEPTION
SERVICE ELEV
STAIR 1
STAIR 2
STAIR 3
STAIR 4
WELLNESS CENTER
SETBACK
15' - 0" 3' - 9" 60' - 2" 149' - 2" 56' - 2" 5' - 9"
SETBACK
10' - 0"
54 1
1 3
3 1
1 2
4 4
5 A-1.10
2 A-1.10 3
WINCHESTER BLVD
SHELBURNE WAY
40 41
22 23 26
27 28 29
33 37
1 2
3 1963 SF
PORTE
COCHERE
EQ EQ
14' - 10 1/8"
6' - 9" 6' - 9"
409 SF
B
106
360 SF
A
103
360 SF
A
104
359 SF
A
105
677 SF
C
101
385 SF
A
148
385 SF
A
149
360 SF
A
150
360 SF
A
151
409 SF
B
152
409 SF
B
153
479 SF
B
109
385 SF
A
110
396 SF
M.C. UNIT
116
362 SF
M.C. UNIT
119
556 SF
M.C. UNIT
121
511 SF
M.C. UNIT
122
407 SF
M.C. UNIT
123
376 SF
M.C. UNIT
124
376 SF
M.C. UNIT
125
376 SF
M.C. UNIT
126
420 SF
M.C. UNIT
127
420 SF
M.C. UNIT
128
376 SF
M.C. UNIT
129
400 SF
M.C. UNIT
131
376 SF
M.C. UNIT
130
443 SF
M.C. UNIT
133
396 SF
M.C. UNIT
117
362 SF
M.C. UNIT
118
400 SF
M.C. UNIT
132
400 SF
M.C. UNIT
120
9 1 A-3.3
1434 SF
CORRIDOR
162
1114 SF
CORRIDOR
161
107 SF
STAIR 4
194
2 A-3.6
1 A-3.6
3 A-3.6
11 12
12 13 13
PROPERTY LINE
SETBACK LINE
SPLIT FACE CMU WALL
ADJACENT TO NEIGBOR'S WALL,
6'-0" H. TYP.
ACCESSIBLE WALK
PAVER; S.L.D.
CONCRETE SIDEWALK; S.C.D.
TRASH STAGING AREA
PLAN KEYNOTE :
1 2
3 4
5 LOADING AREA
KNOX KEY SWITCH; FINAL LOCATION
TO BE APPROVED BY FIRE DEPT.
6' HEIGHT METAL GATE AND FENCE
DOUBLE STRIPING PER TOWN CODE
§. 29.10.115(D)(7)
CONTINUOUS CURB WHEEL STOP
PER TOWN CODE §. 29.10.155(H)(1)
BICYCLE RACK; RIBBON STYLE tTO
HOLD FIVE BIKES PER RACK
6 8
1 9 1
10 11
12 3
7 13
PLAN LEGEND :
EXISTING TREE, SEE ARBORIST
REPORT (SHEET T-2 TO T-4) FOR
SIZE AND LOCATION
TREE NUMBER, SEE SHEET T-1 AND
SEE ARBORIST REPORT (SHEET T-2
TO T-4)
BIO SWALE GRASS (C3 AREA) SEE
CIVIL SHEET C5.1 STORMWATER
CONTROL PLAN FOR SPECIFICS
AND CALCULATIONS
#
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
1ST FLOOR
A-2.1
3/32" = 1'-0" 1
01 - FIRST FLOOR
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
M.C. UNIT 131 400 SF
M.C. UNIT 132 400 SF
M.C. UNIT 133 443 SF
M.C. UNIT: 18 7351 SF
Grand total: 32 13331 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
M.C. UNIT 125 376 SF
M.C. UNIT 126 376 SF
M.C. UNIT 127 420 SF
M.C. UNIT 128 420 SF
M.C. UNIT 129 376 SF
M.C. UNIT 130 376 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
M.C. UNIT 119 362 SF
M.C. UNIT 120 400 SF
M.C. UNIT 121 556 SF
M.C. UNIT 122 511 SF
M.C. UNIT 123 407 SF
M.C. UNIT 124 376 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
C 101 677 SF
C 107 641 SF
C: 2 1319 SF
M.C. UNIT 116 396 SF
M.C. UNIT 117 396 SF
M.C. UNIT 118 362 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
A 151 360 SF
A: 8 2955 SF
B 106 409 SF
B 109 479 SF
B 152 409 SF
B 153 409 SF
B: 4 1707 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
A 103 360 SF
A 104 360 SF
A 105 359 SF
A 110 385 SF
A 148 385 SF
A 149 385 SF
A 150 360 SF
N
1 2
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
4 Planning Response #4 04/04/22
4 4
DN
DN
UP
DN
UP
1 A-4.3
A-4.2 1
446 SF
B
206
369 SF
A
207
595 SF
C
208
479 SF
B
209
385 SF
A
210
353 SF
A
211
353 SF
A
212
353 SF
A
213
353 SF
A
214
385 SF
A
215
511 SF
C
216
353 SF
A
219
539 SF
C
221
496 SF
B
222
390 SF
A
223
360 SF
A
224
360 SF
A
225
390 SF
A
226
446 SF
B
227
446 SF
B
228
409 SF
B
229
360 SF
A
231
385 SF
A
245
378 SF
A
234
400 SF
B
238
224 SF
STAIR 2
292
Room Legend
A
B
C
CORRIDOR
ELEC / DATA
ELEV
ELEV LOBBY
HOUSEKEEPING
JANITOR CLOSET
LOUNGE
SALON /
THERAPY
STAIR 1
STAIR 2
STAIR 3
360 SF
A
230
426 SF
B
233
435 SF
LOUNGE
265
446 SF
B
201
400 SF
B
202
400 SF
B
203
360 SF
A
204
360 SF
A
205
385 SF
A
217
353 SF
A
218
385 SF
A
232
191 SF
STAIR 1
291
350 SF
SALON /
THERAPY
264
390 SF
A
220
192 SF
STAIR 3
293
353 SF
A
236
353 SF
A
237
390 SF
A
235
446 SF
B
239
429 SF
B
240
360 SF
A
244
390 SF
A
242
360 SF
A
243
400 SF
B
241
463 SF
B
246
385 SF
A
247
385 SF
A
248
417 SF
B
249
360 SF
A
250
360 SF
A
251
400 SF
B
252
446 SF
B
253
141 SF
ELEV
LOBBY
260
93 SF
ELEC /
DATA
263
136 SF
HOUSEKEEPING
262
1 A-3.4
2 A-3.4
1 A-4.5
2 3
4 A-4.6
2 1
4 3
42 SF
JANITOR
CLOSET
261
A-4.0
1 A-4.0
2 1
A-3.5
97 SF
ELEV
E201A
92 SF
ELEV
E201B
6' - 2"
SETBACK
15' - 0"
S
E
T
B
A
C
K
20' - 0"
SETBACK
10' - 0"
S
E
T
B
A
C
K
25' - 0" 145' - 0"
S
E
T
B
A
C
K
25' - 0" 16' - 6" 128' - 6"
S
E
T
B
A
C
K
20' - 0"
SETBACK
15' - 0" 3' - 9" 60' - 2" 43' - 6" 60' - 2" 45' - 6" 5' - 9"
SETBACK
56' - 2" 10' - 0"
5' - 9" 265' - 6" 3' - 9"
A-1.10
2 A-1.10 3
1 1 A-3.3
5' - 0" 15' - 0"
24' - 0 1/8"
3639 SF
CORRIDOR
266
2 A-3.6
1 A-3.6
3 A-3.6
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
2ND FLOOR
A-2.2
3/32" = 1'-0" 1
SECOND FLOOR PLAN
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
B 233 426 SF
B 238 400 SF
B 239 446 SF
B 240 429 SF
B 241 400 SF
B 246 463 SF
B 249 417 SF
B 252 400 SF
B 253 446 SF
B: 18 7795 SF
C 208 595 SF
C 216 511 SF
C 221 539 SF
C: 3 1645 SF
Grand total: 53 21257 SF
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
A 250 360 SF
A 251 360 SF
A: 32 11817 SF
B 201 446 SF
B 202 400 SF
B 203 400 SF
B 206 446 SF
B 209 479 SF
B 222 496 SF
B 227 446 SF
B 228 446 SF
B 229 409 SF
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
A 225 360 SF
A 226 390 SF
A 230 360 SF
A 231 360 SF
A 232 385 SF
A 234 378 SF
A 235 390 SF
A 236 353 SF
A 237 353 SF
A 242 390 SF
A 243 360 SF
A 244 360 SF
A 245 385 SF
A 247 385 SF
A 248 385 SF
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
A 204 360 SF
A 205 360 SF
A 207 369 SF
A 210 385 SF
A 211 353 SF
A 212 353 SF
A 213 353 SF
A 214 353 SF
A 215 385 SF
A 217 385 SF
A 218 353 SF
A 219 353 SF
A 220 390 SF
A 223 390 SF
A 224 360 SF
N
Revision Schedule
DN
DN
1 A-4.3
97 SF
ELEV
E301A
92 SF
ELEV
E301B
191 SF
STAIR 1
391 224 SF
STAIR 2
392
348 SF
LOUNGE
364
430 SF
FITNESS
365
1 A-3.4
141 SF
ELEV
LOBBY
360
94 SF
ELEC /
DATA
363
137 SF
HOUSEKEEPING
362
2 A-3.4
SETBACK
10' - 0"
SETBACK
15' - 0"
1 A-4.5 2
3 4
A-4.6 2
1 4
3 42 SF
JANITOR
CLOSET
361
2 A-4.3
A-4.0 1
A-4.0 2
1 A-3.5
Room Legend AB
CORRIDOR
ELEC / DATA
ELEV
ELEV LOBBY
ELEV. MACH
FITNESS
HOUSEKEEPING
JANITOR CLOSET
LOUNGE
STAIR 1
STAIR 2
VISTA TERRACE
4.0%
4.0%
SETBACK
25' - 0"
275' - 0"
SETBACK
15' - 0" 3' - 9" 60' - 2" 43' - 6" 60' - 2" 107' - 5" SETBACK 10' - 0"
SETBACK
20' - 0"
A-1.10 2
8.3% 8.3%
6' - 2"
71 SF
ELEV.
MACH
366
2587 SF
VISTA
TERRACE
367
24' - 4"
17' - 10"
446 SF B
306
467 SF B
301
400 SF B
302
400 SF B
303
360 SF A
304
360 SF A
305
385 SF A
348
417 SF B
349
360 SF A
350
360 SF A
351
400 SF B
352
467 SF B
353
378 SF A
334
400 SF B
338
354 SF A
336
354 SF A
337
390 SF A
335
467 SF B
339
467 SF B
340
360 SF A
344
390 SF A
342
360 SF A
343
400 SF B
341
385 SF A
345
463 SF B
346
385 SF A
347
1 A-3.3
2504 SF
CORRIDOR
366
2 A-3.6
1 A-3.6
3 A-3.6
22' - 6"
4.0%
4.0%
6.1 1
.
0%
%
6.6%
6.6%
6.6%
4.0%
22' - 6 3/8" 22' - 6 5/8"
4.0%
4.0% 4.0%
4.0%
6.5% 6.5%
6 .5%6.5% 1.0%
6.5%
1.0%
6 .6%
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
3RD FLOOR
A-2.3
3/32" = 1'-0"
1 THIRD FLOOR
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
B 341 400 SF
B 346 463 SF
B 349 417 SF
B 352 400 SF
B 353 467 SF
B: 12 5196 SF
Grand total: 26 10376 SF
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
A 348 385 SF
A 350 360 SF
A 351 360 SF
A: 14 5180 SF B 301 467 SF B 302 400 SF B 303 400 SF B 306 446 SF B 338 400 SF B 339 467 SF B 340 467 SF
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
A 304 360 SF
A 305 360 SF
A 334 378 SF
A 335 390 SF
A 336 354 SF
A 337 354 SF
A 342 390 SF
A 343 360 SF
A 344 360 SF
A 345 385 SF
A 347 385 SF
N
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - WEST ELEVATON
A-5.1
VIE
W
RENDERING - WEST ELEVATON (WINCHESTER BOULEVARD)
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - PERSPECTIVE FROM
WINCHESTER
A-5.2
VIEW
RENDERING - PERSPECTIVE FROM WINCHESTER BOULEVARD LOOKING NORTH - EAST Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - SOUTH ELEVATION
A-5.3
VIEW
RENDERING - SOUTH ELEVATION
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - PERSPECTIVE FROM
GARDEN/GROUND LEVEL UNIT
A-5.4
VIEW
RENDERING - PERSPECTIVE OF GARDEN / GROUND LEVEL UNITS
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - NORTH ELEVATON
(SHELBURNE WAY)
A-5.5
VIEW
RENDERING - NORTH ELEVATON (SHELBURNE WAY)
Revision Schedule
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - PERSPECTIVE FROM
SHELBURNE
A-5.6
12" = 1'-0"
1 RENDERING - PERSPECTIVE FROM SHELBURNE WAY LOOKING SOUTH - WEST Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - AERIAL FROM
SHELBURNE
A-5.7
RENDERING - AERIAL FROM SHELBURNE
VIEW
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - AERIAL FROM
WINCHESTER
A-5.8
VIEW
RENDERING - AERIAL FROM WINCHESTER
Revision Schedule
WINCHESTER ASSISTED LIVING - PROPOSED ADDENDA CONTENTS
CUSHMAN & WAKEFIELD
Addendum C:
Qualifications of the Market Analysts
Jordan H. Cline Senior Director
Practice Group Member – Senior Housing | Healthcare Industry Group Practice Group Member – Automotive Dealership Group
Practice Group Member – Industrial Specialty Group
Practice Group Member – Retail Specialty Group
Practice Group Member – Living Practice Group
Valuation & Advisory
Cushman & Wakefield Western, Inc.
Professional Expertise
Mr. Cline is a Certified General Real Estate Appraiser with over 20 years of appraisal experience. Mr.
Cline has completed previous work throughout all of Northern California and Northern Nevada.
Appraisal and consulting assignments have included single and multifamily residential (apartments, Low-Income Housing Tax Credits, and mobile home parks), commercial (retail and office), industrial (warehouse and manufacturing), cold storage facilities, restaurants (fast food and sit down), senior care (independent, assisted living, skilled nursing, congregate care and room and board), healthcare (MOB’s, ambulatory and plastic surgery centers, locked psychiatric hospitals, and behavioral health facilities), service stations (gas station, c-store and car wash), car washes (self-serve, flex-serve and full-service), auto dealerships, movie theaters, hotels and motels, mini-storage (self-storage) facilities, vacant land (improved and unimproved) and residential subdivision (feasibility and valuation).
In 2022, Mr. Cline personally prepared valuations on numerous properties exceeding $4.1 billion in aggregate value and 18.6 million square feet.
Mr. Cline began his real estate appraisal career in January 2003 at his father’s residential appraisal firm, Placer Appraisal/WHC Review, as a Real Estate Analyst in Colfax, California with responsibilities including timely appraisals of land, single family residences and two to four-unit residential income properties and performed administrative compliance audits for various banks.
In July 2003, Mr. Cline originally joined Cushman & Wakefield in San Jose, California as an Associate with responsibilities including data collection, research, and assisting Senior Appraisers with report production.
In May 2004, Mr. Cline moved to the Sacramento, California area and began working as a Real Estate Analyst at BEC Appraisal & Consulting, Inc. in Folsom, California with responsibilities including the appraisal of industrial and commercial property, including shopping centers, office buildings and residential properties over five units throughout Northern California. In October 2007, Mr. Cline was promoted to Vice President/Senior Appraiser at BEC Appraisal & Consulting, Inc. with responsibilities including managing client relationships, procuring new clients and assignments, providing assistance to and overseeing trainee appraisers and production of commercial appraisals of industrial and commercial property.
In January 2013, Mr. Cline rejoined Cushman & Wakefield in Sacramento, California as an Associate Director where he was responsible for managing client relationships, procuring new clients and assignments and production of commercial appraisals of industrial and commercial property throughout Northern California and Northern Nevada. Mr. Cline was promoted to Director in March 2015 and Senior Director in June 2020 within Valuation & Advisory.
CUSHMAN & WAKEFIELD 2
Memberships, Licenses, Professional Affiliations and Education Practicing Affiliate, Appraisal Institute (#444403)
Certified General Real Estate Appraiser in the following states:
California – AG036234
Nevada – A.0206873-CG
Attended Sierra College and completed the following real estate courses:
Real Estate Principles
Real Estate Appraisal Procedures
Real Estate Appraisal
Real Estate Finance
As of the current date, Mr. Cline has completed the requirements under the continuing education program of the Appraisal Institute. Appraisal coursework includes but is not limited to the following:
Real Estate Appraisal Principles
Real Estate Appraisal Procedures
Basic Income Capitalization
National Uniform Standards of Professional Practice, USPAP 2022-2023 Update National Uniform Standards of Professional Practice, USPAP Business Practices and Ethics
Fundamentals of Separating Real Property, Personal Property, and Intangible Business Assets Appraisal of Assisted Living Facilities
Appraisal of Medical Office Buildings
Appraisal of Automotive Dealerships
Green Buildings: Principles & Concepts
Appraisal of Fast-Food Facilities
Appraisal of REO and Foreclosure Properties
Managing Appraiser Liability
That’s a Violation
Other Accomplishments and Awards
Eagle Scout, Boys Scouts of America
Committee Member & Cubmaster for Pack 555 of the Boy Scouts of America in Rocklin, California Scoutmaster for Troop 220 of the Boy Scouts of America in Rocklin, California Golden Empire Council – Boy Scouts of America – Discovery District Assistant Finance Chair Beaded Wood Badge trained participant
Staff member for Whitney Jr Wildcats youth football program
CUSHMAN & WAKEFIELD 3
CALIFORNIA
NEVADA
Gerald V. Rasmussen, MAI, FRICS Executive Managing Director Valuation & Advisory
Practice Group Leader | Senior Housing / Healthcare
Cushman & Wakefield of Connecticut, Inc.
Professional Expertise
Mr. Rasmussen joined Cushman & Wakefield of Connecticut, Inc. in November of 2001. He is the National Practice Leader for the Valuation & Advisory Senior Housing/Healthcare Industry group. As Practice Group Leader, he oversees a team of 35 professional appraisers, all of whom have extensive senior housing and healthcare experience. Combined, the group has completed in excess of 10,000 healthcare related valuation assignments.
Prior to joining Cushman & Wakefield in 2001, Mr. Rasmussen worked for BA Appraisals, Inc. in New York City where he was a Senior Appraiser from January 1985 until 1986. In August of 1986, he began working for Moran & Associates, Inc. in Stamford, CT until November 2001 when he joined Cushman & Wakefield’s Valuation & Advisory.
Mr. Rasmussen has been a member of the Connecticut Real Estate Appraisal Commission since April, 1996. He has been involved with and written decisions that have impacted not only the laws of Connecticut, but have impacted the appraisal industry on a national basis.
He has been a member and an officer of the Connecticut Chapter of the Appraisal Institute serving as its President in 2000. He received the prestigious Louise Lee and Y.T. Lum Award from the Appraisal Institute’s Education Trust Fund as the Honoree of the Year in 2001. He has been recognized numerous times by the Connecticut Chapter of the Appraisal institute for his contributions to the Real Estate Appraisal community.
Mr. Rasmussen has been a Board Member and officer including serving as President of the Connecticut Real Estate Education Foundation. This group funds various programs and studies that have impacted the appraisal community and the industry.
Memberships, Licenses, Professional Affiliations and Education Designated Member, Appraisal Institute (MAI 8203). As of the current date, Gerald V. Rasmussen, MAI has completed the requirements of the continuing education program of the Appraisal Institute.
Fellow, Royal Institution of Chartered Surveyors (FRICS) Commissioner, Acting Chairman, State of Connecticut Real Estate Appraisal Commission Bachelor of Science in Business Administration, Long Island University, Cum Laude
CUSHMAN & WAKEFIELD 2
Certified General Real Estate Appraiser in the following states:
State License Number State License Number
Alabama G00866 Nebraska CG212178R
Alaska 134750 Nevada A.0207542-CG
Arizona 31710 New Hampshire NHCG-745
Arkansas CG-3351 New Jersey 42RG00160200
California AG043979 New Mexico 03555-G
Colorado CG100023222 New York 46000001881
Connecticut RCG.0000510 North Carolina A6766
Delaware X1-0000640 North Dakota CG-21758
Georgia 330331 Ohio 2008000510
Hawaii CGA 1176 Oklahoma 13246CGA
Idaho CGA-4521 Oregon C001178
Illinois 553001939 Pennsylvania GA003449
Indiana CG40801017 Rhode Island CGA.0A01362
Iowa CG03284 South Carolina AB .6415 CG
Kansas G-3141 South Dakota 1430CG
Kentucky 5222 Tennessee 4306
Louisiana G4152 Texas TX-1337775-G
Maine CG1749 Utah 6825683-CG00
Maryland 32215 Vermont 80.0075939
Massachusetts 5613 Virginia 4001013534
Michigan 1201073219 Washington 1101813
Minnesota 40527154 Washington D.C. GA12052
Mississippi GA-893 West Virginia CG439
Missouri 2017017862 Wisconsin 1412-10
Montana REA-RAG-LIC-10306 Wyoming AP-1645
Other Awards and Achievements
Fair market rent reset between these two companies of 179 Skilled Nursing and Long Term Acuity Hospitals (LTAC) located in 35 states.
A multi-year tax appeal of a high-end Continuing Care Retirement Community. Portfolios: He has been involved with a significant number of the largest portfolios occurring in the marketplace in the past year. These include portfolios of Skilled Nursing, Assisted Living and dementia facilities.
Mr. Rasmussen has also been involved with the revaluation of all commercial properties in Stamford, Connecticut, Wallingford, Connecticut and Glen Cove, New York for tax assessment purposes.
His experience has included a significant amount of court testimony, having been qualified as an expert witness in the U.S. Federal Bankruptcy, New York State Supreme, Connecticut Superior and Connecticut Housing Courts
CUSHMAN & WAKEFIELD 3
CALIFORNIA
NEVADA
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Intentionally
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May 4, 2021
Mr.. Diego Mora
Community Development Department
Town of Los Gatos
110 E. Main Street
Los Gatos, CA 95031
RE: 15860 Winchester Blvd.
Dear Diego:
I reviewed the drawings, and evaluated the site context. I am familiar with the site from my review of a previous development proposal in 2015. My comments and recommendations are as follows:
Neighborhood Context
The site is composed of three adjacent lots fronting on Winchester Blvd., and one site fronting on Shelburne Way. Commercial uses are to the east, and nearby Winchester Blvd. frontages are occupied by a mix of residential and commercial uses. Photos of the site and surrounding neighborhood are shown on the following page.
View to the site from corner Winchester Blvd. frontage
EXHIBIT 9
15860 Winchester Blvd.
Design Review Comments
May 4, 2021 Page 2
Structure across Shelburne Way from site
View across Winchester Blvd. View across Winchester Blvd.
View to the site from corner
15860 Winchester Blvd.
Design Review Comments
May 4, 2021 Page 3
ISSUES AND CONCERNS
The proposed Memory Care and Assisted Living facility is divided into three major wings with connecting groups of rooms along the east edge of the site. The design with the three major wings allows the large building mass to be broken up into a scale along Winchester Blvd. that improves its comparability with the surroundings buildings framework along Winchester Blvd. - see aerial sketch below.
The project has much to admire and little or nothing to be concerned about. Some of the building details that contribute to its design unity and high quality of design include the following. • Wide roof overhangs with trim and exposed rafter tails. • Top floor color and trim that will work to reduce the visual mass of the building. • Inset balconies which strengthen the residential scale and character of the project. • Hip and shed roofs at the second level that break up the building’s visual mass. • Sensitive treatment of the loading bay on Shelburne Way. • Trellises and other high quality details that enhance the visual richness of the facades and residential scale and character of the building. • Design detailing and landscaping of the taller retaining walls on the north and south facades.
15860 Winchester Blvd.
Design Review Comments
May 4, 2021 Page 4
RECOMMENDATIONS
I do not have any recommendations for changes.
Diego, please let me know if you have any questions, or if there are other issues that I did not address.
Sincerely,
CANNON DESIGN GROUP
Larry L. Cannon
ARBOR RESOURCES
professional consulting arborists and tree care
p.o. box 25295, san mateo, california 94402 email: [email protected] phone: 650.654.3351 cell: 650.274.3656 licensed contractor #796763
ARBORIST REPORT
WINCHESTER ASSISTED LIVING
15860 WINCHESTER BLVD
LOS GATOS, CALIFORNIA
Submitted to:
Swenson
777 North 1st Street, 5th Floor
San José, CA 95112
Prepared by:
David L. Babby
Registered Consulting Arborist #399
Board‐Certified Master Arborist #WE‐4001B
__________
February 10, 2021
EXHIBIT 10
David L. Babby, Registered Consulting Arborist February 10, 2021 i
TABLE OF CONTENTS
SECTION TITLE PAGE
1.0 INTRODUCTION ……...…………………………………..………….…………… 1
2.0 TREE COUNT AND COMPOSITION ………………..………………….…… 2
3.0 SUITABILITY FOR PRESERVATION ………………………..…….………… 4
4.0 POTENTIAL TREE DISPOSITION ..…...…………............…….….….... 5
4.1 Proposed Removals ...............................................………..….….... 5
4.2 Potential Impacts to Retained Trees .......................................... 6
5.0 APPRAISED TREE VALUES ..................................………….….…... 8
6.0 TREE PROTECTION MEASURES ………..……………….………..….….... 9
6.1 Design Guidelines ..................................................………..….….... 9
6.2 Before Demolition, Grading and Construction ........................... 11
6.3 During Demolition, Grading and Construction ........................... 13
7.0 ASSUMPTIONS AND LIMITING CONDITIONS .………..……….….... 16
EXHIBITS
EXHIBIT TITLE
A TREE INVENTORY TABLE (five sheets)
B SITE MAP (one sheet)
C PHOTOGRAPHS (seven sheets)
David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page 1 of 16
Swenson, San José
1.0 INTRODUCTION
Swenson is planning to construct a three-story, assisted living facility at 15860 Winchester Blvd, Los Gatos. The site occupies the southeast corner of Shelburne Way and Winchester Blvd, and is comprised of three separate parcels with the addresses of 15860, 15880 and 15894 Winchester Blvd (each parcel contains single-family residences and accessory structures to be demolished). As part of their planning submittal, Swenson has retained me to prepare this Arborist Report, and specific tasks executed are as follows (to conform with
29.10.1000 and 29.10.1005 of the Town Code):
Visit the site, performed on 1/14/21, 1/18/21 and 2/8/21, to identify and obtain photos of "protected trees"1
located within and immediately adjacent to where development activities are planned (captures the entire project site). Determine each tree's trunk diameter at 54 inches above natural grade (rounded to the nearest inch). Trees with more than one diameter listed are formed by multiple trunks. Estimate each tree's height and average canopy spread (rounded to nearest fifth). Ascertain each tree’s health and structural integrity, and assign an overall condition rating (e.g. good, fair, poor or dead).
Designate each tree’s suitability for preservation (e.g. high, moderate or low). Utilize tree numbers assigned for a prior office building proposal from nearly 10 years ago. Tags with engraved, corresponding numbers were affixed onto any trees with missing or non-readable ones.
Identify tree numbers, recommended fencing locations and anticipated removals on the site map in Exhibit B; base map is a copy of A-1.2, dated 11/4/20, by Swenson. Identify which are defined by Town Code as a "large protected tree."2 Appraise the monetary values of protected trees planned for retention. Review the progress plan set by Swenson to ascertain potential impacts and removals (the set contains various dates from October 2020 to January 2021). Provide protection measures to help mitigate or avoid impacts to retained trees. Prepare a written report that presents the aforementioned information, and submit via email as a PDF document.
1 Section 29.10.0960 of the Town Code defines a protected tree as having a ≥4" diameter trunk at 54" above natural grade. Exempt from this provision are fruit- and nut-bearing trees with trunk diameters <18", as well as select tree types listed within Section 29.10.0970(2) and having trunk diameters <24" (pursuant to Section 29.10.0970 of the Code). 2
Section 29.10.0955 of the Town Code defines a large protected tree as any Quercus sp., Aesculus californica or Arbutus menziesii with a diameter ≥24", or any other species with a diameter of ≥48" (measured at 54" above natural grade).
David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page 2 of 16
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2.0 TREE COUNT AND COMPOSITION
Thirty-five (35) trees of seven various species were inventoried for this report. They are sequentially numbered as 1-5, 7-25, 27, 29, 34 and 38-45,3 and the table below identifies their names, assigned numbers, counts and percentages.
NAME TREE NUMBER(S) COUNT
% OF
TOTAL
Coast live oak 1-3, 8, 9, 11-13, 16-18, 20-25,
27, 29, 34, 39, 41-45 26 74%
Goldenrain tree 38 1 3%
Holly oak 10 1 3%
Lemon bottlebrush 19 1 3%
London plane tree 5, 7, 14, 15 4 11%
N. California black walnut 4 1 3%
Valley oak 40 1 3%
Total 35 100%
Specific information regarding each tree is presented within the inventory table in Exhibit A. The trees' locations and assigned numbers are identified on the site map in Exhibit B, and photographs are presented in Exhibit C.
As illustrated on the above table, the site is populated predominantly by native oaks, specifically coast live (with 74% of the total) and valley oak (an additional 3%).
3 The gaps in sequential numbering are due to a select number of trees either being exempt from inclusion per the Town Code or having been removed; they include #6, 26, 28, 30-33 and 35-37.
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Seven (7) trees are located within the public right-of-way and are regarded as street trees; they include #1-3, 5, 7, 14 and 15. Trees #1 thru 3 are large coast live oaks along Shelburne Way, and their trunks span the property boundary. The other four, namely #5, 7, 14 and 15, are relatively small London planes aligning Winchester Blvd, within the Town's planter strip between the street curb and sidewalk.
As previously mentioned, all 35 are defined as protected trees per Town Code. Of these, the following 10 are defined as large protected trees: #2, 3, 9, 12, 16, 18, 21, 24, 39 and 41 (see footnote 2, page 1, of this report).
Note that the trunk locations of trees #44 and 45 were added to the map in Exhibit B and represent only rough approximations (versus surveyed locations).
On the map in Exhibit B, I have denoted trees already removed, as well as those exempt from inclusion within the tree inventory.
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Swenson, San José
3.0 SUITABILITY FOR TREE PRESERVATION
Each tree has been assigned either a “high,” “moderate” or “low” suitability for preservation rating as a means to cumulatively measure its existing health; structural integrity; anticipated life span; remaining life expectancy; prognosis; location; size; particular species; tolerance to construction impacts; growing space; frequency of care needed; and safety to property and persons within striking distance. Descriptions these ratings are presented below; the high category is comprised of 9 trees (or 26%), the moderate category 24 (or 68%), and the low category 2 (or 6%).
High: Applies to #3, 9, 16-18, 24, 34, 39, 39 and 42.
These trees appear relatively healthy and structurally stable; have no apparent, significant health issues or structural defects; present a good potential for contributing long-term to the site; and seemingly require only periodic or regular care and monitoring to maintain their longevity and structural integrity. They are typically the most suitable for retaining and incorporating into the future landscape.
Moderate: Applies to #1, 2, 5, 78, 11-15, 19-23, 25, 27, 29, 38, 40, 41 and 43-45.
These trees contribute to the site, but at levels less than those assigned a high suitability; might have health and/or structural issues which may or may not be reasonably addressed and properly mitigated; and frequent care is typically required for their remaining lifespan.
They may be worth retaining if provided proper care, but not seemingly at significant expense or major design revisions.
Low: Applies to #4 and 10.
These trees have weak, multi-trunk structures comprised of stump sprouts, and there are no tree care measures to reasonably mitigate the risk (i.e. beyond likely recovery). As a general guideline, these trees should be removed regardless of future development, and any which are retained require frequent monitoring and care throughout their remaining lifespans to minimize risk to any persons or property within striking distance.
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Swenson, San José
4.0 POTENTIAL TREE DISPOSITION
Implementing the proposed progress plan will result in the following tree disposition:
Remove (26 in total): #4, 5, 7-21, 24, 25, 34, 38, 39 and 42-45. Retain (9 in total): #1-3, 22, 23, 27, 29, 40 and 41.
4.1 Proposed Removals
The table below, and continued on the next page, summarizes underlying reasons for removing the 26 trees (and on the map in Exhibit B, an "X" is placed across each trunk); reasons are solely based on my review of the architectural progress plan set, and additional impacts will likely be realized once civil plans are reviewed. Protection measures to help mitigate or avoid impacts to the 9 trees planned for retention are presented within Section
6.0 of this report.
TREE
# NAME
DIAM.
(in.) REASON(S) FOR REMOVAL
4 N. California black walnut 10, 8, 8, 7 Weak structure, site improvements 5 London plane tree 7 Site improvements
7 London plane tree 7 Site improvements
8 Coast live oak 10 Within building footprint
9 Coast live oak 30 Within building footprint
10 Holly oak 8, 7, 6 Weak structure, within building footprint 11 Coast live oak 11, 8 Within building footprint
12 Coast live oak 26 Within building footprint
13 Coast live oak 8, 6 Within driveway footprint
14 London plane tree 7 Within driveway apron
15 London plane tree 7 Site improvements
16 Coast live oak 26 Severe impacts from building construction, grading, and site improvements
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Table continued:
TREE
# NAME
DIAM.
(in.) REASON(S) FOR REMOVAL
17 Coast live oak 23 Severe impacts from building construction, grading, parking lot and site improvements
18 Coast live oak 29 Within building footprint
19 Lemon bottlebrush 7 Within building footprint
20 Coast live oak 7 Within building footprint
21 Coast live oak 20, 14, 13 Within building footprint
24 Coast live oak 17, 16 Within building footprint
25 Coast live oak 17 Within excavation footprint for building and site wall
34 Coast live oak 16 Within building footprint
38 Goldenrain tree 20 Site improvements
39 Coast live oak 26 Within building footprint
42 Valley oak 23 Within building footprint
43 Coast live oak 14 Within building footprint
44 Coast live oak 4 Within building footprint
45 Coast live oak 5 Within excavation footprint for site wall
4.2 Potential Impacts to Retained Trees
My review of the architectural progress plans reveals the 9 oak trees proposed for retention can likely be sufficiently protected by adhering to recommendations presented within Section 6.0 of this report; they include #1-3, 22, 23, 27, 29, 40 and 41. An analysis of impacts, as derived by my review of the progress plan set, follows.
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Tree #1, a 19-inch diameter coast live oak aligning Shelburne Way, will sustain a high level of impacts. Root loss will occur during excavation for the parking garage and building foundation at 14 feet south of its trunk, as well as building the parking lot entry a short distance of only 7 feet east of is trunk. To minimize root loss, it is critical that no overexcavation or compaction is needed beyond the wet section of drive entry between the street and building. Also, quite notably, roughly 40-percent of the tree's southern canopy will require pruning for building construction clearance, to encompass a 14-inch diameter limb, an 8-inch diameter limb, and reduction of a 9-inch diameter one.
Tree #2, a multi-trunk (33" and 15") coast live oak along Shelburne Way, will sustain a moderate level of impacts. Root loss will occur around 12 feet south of its trunk for the parking garage and building foundation. Pruning to achieve clearance for building construction will account for a roughly 20-percent of its total canopy, to include removing the low southeast limb overhanging the existing driveway, and several branches 3 to 5 inches in diameter.
Tree #3, a multi-trunk (28" and 20") coast live oak also along Shelburne Way, will sustain a moderate to high level of impacts. Root loss for the underground garage will occur around 10 feet from its trunk. Pruning to achieve building clearance will account for a tolerable 15-percent of its total canopy, to consider removing two, south-growing limbs with diameters of 11 and 12 inches, as well as several other small ones.
Tree #22, a 15-inch diameter coast live oak along the rear boundary, grows with a pronounced directly towards the future building, extending nearly 10 west from its base.
When considering the proposed building is around 15 feet from its base, building clearance may become an issue during construction and/or long-term, requiring nearly all branches along the canopy's west side being pruned away. Root loss for excavation will occur at a tolerable distance of nearly 11 feet away. If protected, I estimate a high to moderate level of potential impacts.
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Tree #23, a 17-inch diameter coast live oak also along the rear boundary, is roughly the same distance from the building as #22, and potential impacts appear low. Only small branches will require pruning to achieve building clearance, and my root loss estimation is the same as for #22.
Trees #27 and 29, both coast live oaks with trunk diameters of 15 and 17 inches, respectively, are setback sufficiently from the building to be adequately protected with only minor impacts. Regarding pruning, #27 will require one 5-inch diameter limb to be removed for building and construction clearance, representing a minor section for the tree.
Trees #40 and 41 are situated only a few feet apart at grade, #40 being a valley oak with a 17-inch trunk diameter, and #41 a coast live oak with a 26-inch trunk diameter. Root loss during building excavation is tolerable. For pruning, #40 will lose roughly 30-percent of its total canopy to achieve building clearance, namely, three south-growing limbs with diameters between 5 and 7 inches. Tree #41 will only require the loss of small branches overhanging the existing shed below.
5.0 APPRAISED TREE VALUES
The monetary values of the nine trees planned for retention have been appraised to conform with Section 29.10.1000(c)(3a) of the Los Gatos Town Code. Individual values are listed within the last column of Exhibit A, and their combined total equals $52,000.
Values were calculated using the Trunk Formula Technique derived from the Guide for Plant Appraisal, 10th Edition, 2019.
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6.0 TREE PROTECTION MEASURES
Recommendations presented within this section consider plans reviewed, and serve as protection measures to help mitigate or avoid impacts to trees being retained. They should be carefully followed and incorporated into project plans, and I (hereinafter "project arborist") should be consulted in the event any cannot be feasibly implemented.
6.1 Design Guidelines
1. The Tree Protection Zone (TPZ) for each retained tree shall be up to or within 6 feet from the proposed building foundation, and distances in all other directions from the trunks equal to 7 to 10 times the trunk diameters (all distances are intended to be obtained the closest edge, face of, their outer perimeter at soil grade). A TPZ is intended to restrict or highly limit the following activities within the specified distances: overexcavation, subexcavation, trenching, compaction, mass and finishgrading, soil scraping, tilling, ripping, swales, bioswales, storm drains, dissipaters, equipment cleaning, stockpiling and dumping of materials, and equipment and vehicle operation. In the event an impact encroaches slightly within a setback, it can be reviewed on a case-by-case basis by the project arborist to determine whether measures can sufficiently mitigate the impacts to less-than-significant levels.
2. For trees being retained, review setbacks proposed on plans for grading, utility, hardscape, compaction, trenching, subexcavation and overexcavation, and compare to the TPZ parameters specified above. Where conflicts exist, consult with the project arborist to identify opportunity for increasing setbacks and/or possibly mitigating impacts to achieve a reasonable assurance of protection.
3. Per Section 29.10.1000(C.1) of the Ordinance, a copy of this or a future report providing tree protection measures must be incorporated into the final set of project plans; titled Sheets T-1, T-2, etc. (“Tree Protection Instructions”); and referenced on all site-related project plans. Additionally, all site-related plans should contain notes referring to this report for tree protection measures.
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4. Add assigned tree numbers and locations to the architectural, civil and landscape siterelated plans.
5. Construction of the driveway immediately east of #1's trunk shall require no excavation or compaction beyond the driveway/wall limit. Any fill placed beyond the driveway/wall (i.e. towards the tree) shall not exceed 24 inches from the edge.
6. Specify on the demolition plan to abandon and cut off at existing soil grade all existing, unused lines, pipes and manholes within a TPZ.
7. Route all underground utilities and services (e.g. electrical) beyond TPZs. Where this is not feasible, the section of line(s) within a TPZ should be directionally-bored by at least 4 feet below existing grade, tunneled using a pneumatic air device (such as an AirSpade®), or installed by other means (e.g. pipe-bursting) to avoid an open trench.
The ground above any tunnel must remain undisturbed, and access pits and aboveground infrastructure (e.g. splice boxes, meters and vaults) established beyond TPZs.
8. The permanent and temporary drainage design, including downspouts, should not require water being discharged within the trees' driplines.
9. Bioswales, storm drains and swales shall be established well-beyond TPZs.
10. On the erosion control design, specify that any straw wattle or rolls shall require a maximum vertical soil cut of 2 inches for their embedment, and are established as close to canopy edges as possible (and not against a trunk).
11. Avoid specifying the use of herbicides use within a TPZ; where used on site, they should be labeled for safe use near trees. Also, liming shall not occur within 50 feet from a tree's canopy.
12. On the final site plan, represent the future staging area and route(s) of access to be beyond unpaved areas beneath or near canopies.
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Swenson, San José
13. Adhere to the following additional landscape guidelines:
a. Plant material installed beneath oak canopies must be drought-tolerant, limited in amount, and placed at least 5+ feet from their trunks. Plant material installed beneath canopies of other trees should be at least 24 inches from their trunks. b. Introducing regular irrigation within the root zones of oaks can, overtime, impose adverse impacts and should be avoided. Rather, irrigation installed for new plant material beneath their canopies should be low-volume, applied irregularly (such as only once or twice per week), and temporary (such as <three years). Irrigation should not strike within 6 inches from the trunks of existing trees, and not applied against trunks of new trees.
c. Establish irrigation and lighting features (e.g. main line, lateral lines, valve boxes, wiring and controllers) to avoid trenching within a TPZ. In the event this is not feasible, route them in a radial direction to a tree’s trunk, and terminate a specific distance from a trunk (versus crossing past it). In certain instances, an AirSpade® may be required to avoid root damage, and any Netafim tubing used should be placed on grade, and header lines installed as mentioned above. Note that routes shall be reviewed with the project arborist prior to any trenching occurring. d. Design any new site fencing or fence posts to be at least 2 to 5 feet from a tree’s trunk (depends on the trunk size, growth pattern and prior impacts). e. Avoid tilling, ripping and compaction within TPZs.
f. Establish any bender board or other edging material within TPZs to be on top of existing soil grade (such as by using vertical stakes). g. Utilize a 3- to 4-inch layer of coarse wood chips or other high-quality mulch for new ground cover beneath canopies (gorilla hair, bark or rock, stone, gravel, black plastic or other synthetic ground cover should be avoided).
6.2 Before Demolition, Grading and Construction
14. Supply water to the root zones of oaks being retained. The methodology, frequency and amounts can be reviewed with the project arborist, and several possible methodologies including flooding the ground inside an 8-inch tall berm, soaker hoses, or deep-root injection. Note in the event dewatering is required for this project, the watering program shall be more intensive than otherwise needed (i.e. will require greater frequency and/or volume).
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15. Stake the limits of grading, utility routes, irrigation routes, etc. (whether all at once or various phases) for review by the project arborist prior to ground disturbance.
16. Conduct a site meeting with the general contractor and project arborist several weeks or months prior to demolition for the purpose of reviewing protections measures presented in this report, such as tree fencing and trunk wrap protection, routes of access, staging, pruning, staking, watering, mulching, tree removals, etc.
17. Prior to demolition, install tree protection fencing where shown on the map in Exhibit B. Fencing shall consist of 6-foot tall chain link mounted on 2-inch diameter, galvanized iron posts driven at least 2 feet into the ground, kept in place throughout construction, and removed or modified only under the knowledge and direct consent of the project arborist. Note fencing may require reconfiguration for several additional phases, such as demolition, grading, utility installation and building construction, etc. (all to be reviewed with the project arborist).
18. Prior to demolition, affix and maintain 8.5- by 11-inch warning signs along each side of fencing opposite the trees’ trunks (can be discussed with project arborist beforehand): "WARNING - Tree Protection Zone - this fence shall not be removed and is subject to penalty according to Town Code 29.10.1025."
19. Prune retained trees prior to demolition and/or shoring. The work shall be highly selective, targeted, and performed under direction of the project arborist.
Additionally, all work shall be conducted in accordance with the most recent ANSI A300 standards, and by a California state-licensed tree service contractor (D-49) that has an ISA certified arborist in a supervisory role, carries General Liability and Worker’s Compensation insurance, and abides by ANSI Safety Operations.
20. Prior to removing trees and the initial site meeting, paint an "X" on their trunks to allow review and confirmation with the project arborist (tree tags correspond with tree numbers). Also, ensure the removal process does not damage retained trees.
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21. Establish the staging and cleanout area(s), as well as all routes of access beyond unpaved areas beneath tree canopies. Where challenges arise, review them beforehand with the project arborist to determine whether any measures can be employed to sufficiently mitigate the potential impacts.
22. Spread, and replenish as needed throughout the entire construction process, a 4- to 5- inch layer of coarse wood chips (¼- to ¾-inch in size) from a tree-service company over unpaved ground within designated-fenced areas.
23. The removal of stumps, whether old or new, located within TPZs shall be performed with a stump grinder (versus being extracted with heavy equipment and inadvertently damaging roots of trees otherwise being retained).
24. Where applicable, ivy should be manually cleared off and at least 5 feet from the trees' trunks (or manually removed from planters altogether). Also, the removal of existing groundcover, plants, shrubs, etc. within TPZs shall only be manually done.
25. Clear soil to expose the buried root collars4 of trees #1, 23, 27, 40 and 41 This work must be manually and carefully performed to avoid damaging the trunk and roots during the process, and preferably by a tree-service company using an AirSpade to avoid unnecessary root and/or trunk damage.
26. Fertilization may benefit a tree's health, vigor and appearance. If applied, however, soil samples should first be obtained to identify the pH levels and nutrient levels so a proper fertilization program can be established. I further recommend any fertilization is performed under the direction and supervision of a certified arborist, and in accordance with the most recent ANSI A300 Fertilization standards.
6.3 During Demolition, Grading and Construction
27. Abandon the portions of chain link fence embedded within the trunks of #1 thru 3, as well as the top rail within #2's trunk; the material can be cut at the trunk, and avoid damaging the bark during the process.
4 A “root collar” is the distinct swollen area near the ground where buttress roots and the main trunk merge.
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28. Any authorized access, digging or trenching within designated-fenced areas shall be by foot-traffic only, manually performed under supervision by the project arborist, and without the use of heavy equipment or tractors.
29. Take great care during demolition of existing hardscape and other equipment/features to avoid damaging a tree's trunk, canopy, soil and roots within a TPZ, including ground underlying existing features.
30. Great care must also be taken by equipment operators, including shoring operations, to position their equipment to avoid trunks and branches, including the scorching of foliage. Any tree damage or injury should be reported to the project arborist for review of treatment.
31. Avoid using tree trunks as winch supports for moving or lifting heavy loads, as well as for tying rope, cables, chains or other items around.
32. Spoils generated during digging shall not be piled or spread on unpaved ground within a TPZ, rather temporarily pile them on plywood or a tarp.
33. Prior to installing shoring and mechanically excavating for the underground portion of garage, drive entry and building foundation, manually excavate a 1-foot wide trench along the perimeter of where soil excavation will occur closest to the a tree's trunk for the following distances: 15 feet for #1, 22, 23, 27, 29, 40 and 41, and 25 feet for #2 and 3 (the purpose is to avoid breaking and damaging roots closer to trunks than otherwise needed). Excavation should occur down to a 24-inch depth or required subgrade, whichever is less, and all ≥2-inch diameter roots cleanly severed by hand using a new and sharp handsaw and/or loppers at 90° to the direction of root growth against the tree side of the trench. All soil beyond the trench (i.e. away from the tree) can then be mechanically excavated using heavy equipment, remaining outside the fenced area(s). Alternatively, the use of a stump grinder could be utilized precisely where a curb/gutter and any overcut (12" max) will be established. Advise the project arborist when this work is scheduled so observations of cut roots can be made. Exposed roots surfaces should be kept continually moist, perhaps by draping burlap over the cut face and applying water daily or twice daily.
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34. Unless otherwise specifically authorized by the project arborist, any open trenches needed for irrigation, lighting, etc. within TPZs shall either be through utilizing and AirSpade,® and all roots (all sizes) exposed during the process retained, not damaged, and kept continually moist and covered (e.g. a burlap) until the trench is backfilled.
35. Avoid damaging or cutting roots with diameters of ≥2 inches without prior assessment by the project arborist. Should roots of this size become encountered, within one hour of exposure, they should either be covered by burlap that remains continually moist until the root is covered by soil. If they are approved for cutting, cleanly severe at 90° to the angle of root growth against the cut line (using loppers or a sharp hand saw), and then immediately after, the cut end either buried with soil or covered by a plastic sandwich bag (and secured using a rubber band, and removed just before backfilling). Roots encountered with diameters <2 inches and requiring removal can be cleanly severed at right angles to the direction of root growth.
36. Digging holes for fence posts and light fixtures within a TPZ shall be manually performed using a post-hole digger, and in the event a root ≥2 inches in diameter is encountered during the process, the hole should be shifted over by 12 inches and the process repeated.
37. Dust accumulating on trunks and canopies during dry weather periods may need to be periodically washed away if directed by the project arborist (e.g. every 4 months).
38. Avoid disposing harmful products (such as cement, paint, chemicals, oil and gasoline) beneath canopies or anywhere on site that allows drainage within or near TPZs. Herbicides should not be used with a TPZ; where used on site, they should be labeled for safe use near trees. Avoid liming within 50 feet of a tree's canopy.
David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page 16 of 16
Swenson, San José
7.0 ASSUMPTIONS AND LIMITING CONDITIONS
The scope of work assigned for this report pertains solely to trees listed in Exhibit A. I hold no opinion towards other trees on or surrounding the project area. All information presented herein reflects the trees' sizes and conditions as viewed from the ground and project site on 1/14/21, 1/18/21 and 2/8/21. The documented condition and suitability ratings of dormant trees are subject to change once the trees can be observed following their seasonal regrowth of leaves. My observations were performed visually without probing, coring, dissecting or excavating. I cannot provide a guarantee or warranty, expressed or implied, that deficiencies or problems of any trees or property in question may not arise in the future. No assurance can be offered that if all my recommendations and precautionary measures (verbal or in writing) are accepted and followed the desired results may be achieved. I cannot guarantee or be responsible for the accuracy of information provided by others. I assume no responsibility for the means and methods used by any person or company implementing the recommendations provided in this report. The information provided herein represents my opinion. Accordingly, my fee is in no way contingent upon the reporting of a specified finding, conclusion or appraised value. The site map presented in Exhibit B is solely intended to identify the inventoried trees' locations, assigned numbers, and fencing locations.
This report is proprietary to me and may not be copied or reproduced in whole or part without prior written consent. It has been prepared for the sole and exclusive use of the parties to who submitted for the purpose of contracting services provided by Arbor Resources. If any part of this report or copy thereof be lost or altered, the entire evaluation shall be invalid.
Prepared By: ________________________ Date: February 10, 2021 David L. Babby
Registered Consulting Arborist #399
Board‐Certified Master Arborist #WE‐4001B
CA Licensed Tree Service Contractor #796763 (C61/D49)
David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos
Swenson, San José
EXHIBIT A:
TREE INVENTORY TABLE
(five sheets)
TREE INVENTORY TABLE
SIZE CONDITION
TREE/
TAG
NO. TREE NAME
Trunk Diameter (in.)
Height (ft.)Canopy Spread (ft.)Health Condition
(100%=Best, 0%=Worst)
Structural Integrity(100%=Best, 0%=Worst)
Form(100%=Best, 0%=Worst)
Overall Condition
(Good/Fair/Poor/Dead)Suitability for Preservation
(High/Moderate/Low)Large Protected TreeStreetRemovalAppraised Value 1 Coast live oak
(Quercus agrifolia ) 19 35 35 80% 60% 30% Fair Moderate X $4,900 Comments: Grows along #2's canopy and has asymmetrical form. Buried root collar. Large ivy stem around lower trunk and ivy in canopy. Chain link fence is embedded in trunk (do not tear out). Street tree - base spans property boundary.
2 Coast live oak
(Quercus agrifolia ) 33, 15 50 60 60% 40% 40% Fair Moderate X X $14,800 Comments: Asymmetrical crown grows NE. The 15" diameter trunk emerges at grade and forms a weak attachment with larger trunk. Deadwood. Chain link fence and top rail are embedded in trunk (do not tear out). Has an extended low limb over driveway. Street tree - base spans property boundary. 3 Coast live oak
(Quercus agrifolia ) 28, 20 50 45 70% 40% 40% Fair High X X $13,200 Comments: Asymmetrical canopy. Multiple stems originate at 3' high. Infested by Western sycamore borers.
Chain link fence is embedded in trunk (do not tear out). Street tree - base spans property boundary. 4 N. California black walnut
(Juglans hindsii )
10, 8, 8,
7 25 35 30% 30% 40% Poor Low X -
Comments: Multiple trunks emerge at grade and represent stump sprouts. Extensive decay at past where two prior trunks previously grew. Extensive dieback and large deadwood. Dormant. 5 London plane tree
(Platanus × hispanica ) 7 25 25 60% 60% 50% Fair Moderate X X - Comments: Street tree. Dormant.
7 London plane tree
(Platanus × hispanica ) 7 25 20 60% 60% 40% Fair Moderate X X - Comments: Street tree. Dormant.
8 Coast live oak
(Quercus agrifolia ) 10 30 20 80% 50% 30% Fair Moderate X - Comments: Trunk bifurcates at 4' high. Crowded-growing conditions at edge of #3's canopy.
Site: 15860 Winchester Blvd., Los Gatos
Prepared for: Swenson
Prepared by: David L. Babby 1 of 5 February 10, 2021 Page 324
TREE INVENTORY TABLE
SIZE CONDITION
TREE/
TAG
NO. TREE NAME
Trunk Diameter (in.)
Height (ft.)Canopy Spread (ft.)Health Condition
(100%=Best, 0%=Worst)
Structural Integrity(100%=Best, 0%=Worst)
Form(100%=Best, 0%=Worst)
Overall Condition
(Good/Fair/Poor/Dead)Suitability for Preservation
(High/Moderate/Low)Large Protected TreeStreetRemovalAppraised Value 9 Coast live oak
(Quercus agrifolia ) 30 50 60 90% 40% 70% Good High X X - Comments: Trunk bifurcates at 5' high and forms a weak attachment between codominant leaders. Asymmetrical crown is dominant towards south.
10 Holly oak
(Quercus ilex ) 8, 7, 6 50 30 70% 30% 40% Poor Low X -
Comments: Multiple trunks represent stump sprouts. Narrow form and a low canopy (nearing a few feet from grade). 11 Coast live oak
(Quercus agrifolia ) 11, 8 45 15 60% 40% 30% Fair Moderate X - Comments: Asymmetrical canopy with narrow form. Leggy crown. 12 Coast live oak
(Quercus agrifolia ) 26 60 50 60% 50% 70% Fair Moderate X X - Comments: Three leaders share same union at 3' high. Deadwood. Partially buried root collar. 13 Coast live oak
(Quercus agrifolia ) 8, 6 30 15 60% 40% 30% Poor Moderate X - Comments: Asymmetrical canopy sweeps W and is within #9's. Crowded-growing conditions. Buried root collar.
Adjacent to a prior old, decaying walnut tree stump.
14 London plane tree
(Platanus × hispanica ) 7 20 20 60% 40% 40% Fair Moderate X X - Comments: Street tree. Sweeps away from #11's canopy. Dormant. 15 London plane tree
(Platanus × hispanica ) 7 15 20 50% 40% 30% Poor Moderate X X - Comments: Street tree. Irregular form. Deadwood. Dormant. 16 Coast live oak
(Quercus agrifolia ) 26 50 40 80% 60% 70% Good High X X - Comments: Trunk sweeps or leans away from home then towards vertical. Opposite lean side is a pronounced buttress root. Large girdling roots at low side of base. Partially buried root collar. Deadwood.
Excessive limb weight in lower canopy. Ground slopes gently down away from trunk.
Site: 15860 Winchester Blvd., Los Gatos
Prepared for: Swenson
Prepared by: David L. Babby 2 of 5 February 10, 2021 Page 325
TREE INVENTORY TABLE
SIZE CONDITION
TREE/
TAG
NO. TREE NAME
Trunk Diameter (in.)
Height (ft.)Canopy Spread (ft.)Health Condition
(100%=Best, 0%=Worst)
Structural Integrity(100%=Best, 0%=Worst)
Form(100%=Best, 0%=Worst)
Overall Condition
(Good/Fair/Poor/Dead)Suitability for Preservation
(High/Moderate/Low)Large Protected TreeStreetRemovalAppraised Value 17 Coast live oak
(Quercus agrifolia ) 23 45 40 80% 50% 40% Fair High X - Comments: Trunk is ~6' from home.
18 Coast live oak
(Quercus agrifolia ) 29 15 45 80% 60% 50% Good High X X - Comments: Base is within 18" of, and trunk leans away from adjacent home. 19 Lemon bottlebrush
(Callistemon citrinus) 7 10 10 60% 40% 40% Fair Moderate X - Comments: Within patio area.
20 Coast live oak
(Quercus agrifolia ) 7 25 25 80% 30% 60% Fair Moderate X - Comments: Large decaying wound at union of two remaining leaders at 11' high. Numerous old pruning wounds. 21 Coast live oak
(Quercus agrifolia )
20, 14,
13 50 50 80% 30% 60% Fair Moderate X X -
Comments: Spoils piled at base, and adjacent concrete pads are raised. Small deadwood. Very weak attachment between the 20" and 14" trunks.
22 Coast live oak
(Quercus agrifolia ) 15 15 25 70% 40% 30% Fair Moderate $1,700 Comments: Pronounced westerly lean, then sweeps towards vertical. Deadwood. Buried root collar. 23 Coast live oak
(Quercus agrifolia ) 17 45 20 70% 40% 30% Poor Moderate $2,200 Comments: Sinuous trunk and slightly leans towards north. Deadwood. Buried root collar. 24 Coast live oak
(Quercus agrifolia ) 17, 16 45 35 70% 40% 70% Fair High X X - Comments: Trunk bifurcates at 2.5' high into codominant leaders (okay spacing at attachment).
Site: 15860 Winchester Blvd., Los Gatos
Prepared for: Swenson
Prepared by: David L. Babby 3 of 5 February 10, 2021 Page 326
TREE INVENTORY TABLE
SIZE CONDITION
TREE/
TAG
NO. TREE NAME
Trunk Diameter (in.)
Height (ft.)Canopy Spread (ft.)Health Condition
(100%=Best, 0%=Worst)
Structural Integrity(100%=Best, 0%=Worst)
Form(100%=Best, 0%=Worst)
Overall Condition
(Good/Fair/Poor/Dead)Suitability for Preservation
(High/Moderate/Low)Large Protected TreeStreetRemovalAppraised Value 25 Coast live oak
(Quercus agrifolia ) 17 55 35 40% 60% 60% Poor Moderate X - Comments: Trunk is covered by dead ivy. Asymmetrical form. Has a very sparse, lower canopy, possibly from oak worm infestation this past year (monitor every 3 to 6 months for any improvement or further decline). 27 Coast live oak
(Quercus agrifolia ) ~15 35 30 70% 50% 30% Fair Moderate $2,200 Comments: Leans west and has irregular form. Buried root collar. Trunk is covered by ivy. 29 Coast live oak
(Quercus agrifolia ) 12 20 15 60% 60% 40% Fair Moderate $1,700 Comments: Leans SE, and is under crowded-growing conditions. 34 Coast live oak
(Quercus agrifolia ) 16 40 40 70% 50% 60% Fair High X - Comments: Has somewhat of an asymmetrical canopy.
38 Goldenrain tree
(Koelreuteria paniculata ) 20 35 35 60% 50% 50% Fair Moderate X - Comments: Dormant. Pile of spoils near trunk. Multiple leaders emerge at 4' high and form a sinuous crown.
Deadwood.
39 Coast live oak
(Quercus agrifolia ) 26 35 35 70% 40% 70% Fair High X X - Comments: Slight lean E. Has many large, old decaying wounds from prior cuts. 40 Valley oak
(Quercus lobata ) 17 50 35 70% 50% 40% Fair Moderate $5,900 Comments: Base is 2' from #41's trunk. Crowded-growing conditions. Partially buried root collar. Mostly dormant.
Excessive limb weight.
41 Coast live oak
(Quercus agrifolia ) 26 45 40 70% 40% 30% Fair Moderate X $5,400 Comments: Crown sweeps towards S. Crowded-growing conditions. Partially buried root collar.
Site: 15860 Winchester Blvd., Los Gatos
Prepared for: Swenson
Prepared by: David L. Babby 4 of 5 February 10, 2021 Page 327
TREE INVENTORY TABLE
SIZE CONDITION
TREE/
TAG
NO. TREE NAME
Trunk Diameter (in.)
Height (ft.)Canopy Spread (ft.)Health Condition
(100%=Best, 0%=Worst)
Structural Integrity(100%=Best, 0%=Worst)
Form(100%=Best, 0%=Worst)
Overall Condition
(Good/Fair/Poor/Dead)Suitability for Preservation
(High/Moderate/Low)Large Protected TreeStreetRemovalAppraised Value 42 Coast live oak
(Quercus agrifolia ) 23 50 55 70% 60% 70% Fair High X - Comments: Root collar is partially buried by spoils. Excessive limb weight towards S. Has an elevated canopy. 43 Coast live oak
(Quercus agrifolia ) 14 40 30 70% 40% 30% Poor Moderate X - Comments: Pronounced lean and crowded-growing conditions. Trunk bifurcates at 14' high with good spacing between leaders. Large pile of moist soil is piled against trunk. Base grows against wood fence. 44 Coast live oak
(Quercus agrifolia ) 4 25 10 60% 40% 40% Fair Moderate X - Comments: Added to map. Has a codominant top. Buried root collar. Very high canopy. 45 Coast live oak
(Quercus agrifolia ) 5 30 10 60% 70% 60% Fair Moderate X - Comments: Added to map. Trunk's base is 12" from garage foundation, and canopy nears roof.
Site: 15860 Winchester Blvd., Los Gatos
Prepared for: Swenson
Prepared by: David L. Babby 5 of 5 February 10, 2021 Page 328 David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos
Swenson, San José
EXHIBIT B:
SITE MAP
(one sheet)
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22 23 41
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TREE PROTECTION FENCING (typ.)
David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos
Swenson, San José
EXHIBIT C:
PHOTOGRAPHS
(seven sheets)
Photo Index
Page C‐1: #1 thru 3 Page C‐5: #22 thru 25, 27, 29
Page C‐2: #4, 5, 7 thru 11 Page C‐6: #34, 38 thru 41
Page C‐3: #12 thru 16 Page C‐7: #42 thru 45
Page C‐4: #17 thru 21
David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page C-1 Swenson, San José #1
#1 #2
#3
#1
#2
#3
#3
#1
#2
David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page C-2 Swenson, San José #4
#5 #7
#8
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David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page C-3 Swenson, San José #12
#13
#14 #15
#16
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David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page C-4 Swenson, San José #17 #18 #17
#18
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David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page C-5 Swenson, San José #22
#23
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David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page C-6 Swenson, San José #34
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David L. Babby, Registered Consulting Arborist February 10, 2021 15860 Winchester Boulevard, Los Gatos Page C-7 Swenson, San José #42 #43 #44
#45
15860 Winchester Boulevard Arborist’s Peer Review May 25, 2021 May 25, 2021
Diego Mora
Community Development Department
110 E. Main Street
Los Gatos CA 95030
Summary
The arborist’s report contains the information required by the ordinance. The plan set does not contain an adequate T-1 sheet indicating tree protection measures and fence locations.
Introduction
Background
I was asked by the Town of Los Gatos to review the plan set and arborist’s report for APNs 529-11-013, -038, -039 and -040. 15860 Winchester Boulevard.
Assignment, Limits, Purpose and Use
1. Provide a peer review of the Arborist Report prepared by Arbor Resources (Arborist David L. Babby) dated February 10, 2021.
2. Assess the tree and site conditions for consistency in the report and plan set regarding numbers, species, size, location, condition, and suitability for preservation. Site visit performed on May 13, 2021.
3. The following plan set was reviewed for this assignment: Site Plan A-1.1, A-1.2.
This report is to help provide information regarding the provided arborist’s report and plans with reference to the trees. The report is to be used by Town of Los Gatos, the Town’s agents, and the property owners and owner’s agents to help determine deficiencies within the documents regarding the trees.
Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - [email protected] Page 1 of 4
EXHIBIT 11
15860 Winchester Boulevard Arborist’s Peer Review May 25, 2021 Observations
Arborist’s Report
The arborist’s report provided contains the information typical for a pre development assignment and the judgments are believed to be true and accurate.
The report is complete and contains the required components as indicated in ordinance section
29.10.1000 - New property development.
Plan Set
The A-1.2 sheet is in effect the T-1 Sheet as required by the ordinance as in section 29.10.1000 - New property development section (c) (1) “…Tree Preservation Instructions (Sheet T-1). Sheet T-1 shall be referenced on all relevant sheets (civil, demolition, utility, landscape, irrigation) where tree impacts from improvements may be shown to occur;”.
The sheet is rudimentary and indicates the protection fence locations.
Conclusion
The report is complete and contains the information required by the ordinance. The expected impacts are discussed and I agree with the assessment.
The T-1 sheet should indicate the exact locations of the tree protection fence and any other relevant information regarding the recommendations form the report and ordinance requirements stated in Section 29.10.1005. - Protection of Trees During Construction. The A-1.2 sheet should include all the protection recommendations as indicated in the report and not just the fence locations. In addition the relevant protection ordinance language and any other arborist guidelines shall be placed on the sheet.
Tree numbers shall be placed on the plans sheets including any civil drawings. At this time the civil plans do not indicate the existing tree numbers. In addition tree protection should be placed on this plan as well.
Recommendations
Have the applicant create the T-1 sheet including fence location and any other relevant recommendations from the arborist’s report. Place relevant tree numbers on the civil plans and indicate those to be removed with a large “X”.
Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - [email protected] Page 2 of 4
15860 Winchester Boulevard Arborist’s Peer Review May 25, 2021 Qualifications, Assumptions, and Limiting Conditions
Any legal description provided to the consultant is assumed to be correct. Any titles or ownership of properties are assumed to be good and marketable. All property is appraised or evaluated as though free and clear, under responsible ownership and competent management.
All property is presumed to be in conformance with applicable codes, ordinances, statutes, or other regulations.
Care has been taken to obtain information from reliable sources. However, the consultant cannot be responsible for the accuracy of information provided by others.
The consultant shall not be required to give testimony or attend meetings, hearings, conferences, mediations, arbitration, or trials by reason of this report unless subsequent contractual arrangements are made, including payment of an additional fee for such services.
This report and any appraisal value expressed herein represent the opinion of the consultant, and the consultant’s fee is not contingent upon the reporting of a specified appraisal value, a stipulated result, or the occurrence of a subsequent event.
Sketches, drawings, and photographs in this report are intended for use as visual aids, are not necessarily to scale, and should not be construed as engineering or architectural reports or surveys. The reproduction of information generated by architects, engineers, or other consultants on any sketches, drawings, or photographs is only for coordination and ease of reference.
Inclusion of said information with any drawings or other documents does not constitute a representation as to the sufficiency or accuracy of said information.
Unless otherwise expressed: a) this report covers only examined items and their condition at the time of inspection; and b) the inspection is limited to visual examination of accessible items without dissection, excavation, probing, or coring. There is no warranty or guarantee, expressed or implied, that structural problems or deficiencies of plants or property may not arise in the future.
Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - [email protected] Page 3 of 4
15860 Winchester Boulevard Arborist’s Peer Review May 25, 2021 Certification of Performance
I Richard Gessner, Certify:
That I have personally inspected the tree(s) and/or the property referred to in this report, and have stated my findings accurately. The extent of the evaluation and/or appraisal is stated in the attached report and Terms of Assignment;
That I have no current or prospective interest in the vegetation or the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved; That the analysis, opinions and conclusions stated herein are my own; That my analysis, opinions, and conclusions were developed and this report has been prepared according to commonly accepted Arboricultural practices; That no one provided significant professional assistance to the consultant, except as indicated within the report.
That my compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other party, nor upon the results of the assessment, the attainment of stipulated results, or the occurrence of any other subsequent events; I further certify that I am a Registered Consulting Arborist® with the American Society of Consulting Arborists, and that I acknowledge, accept and adhere to the ASCA Standards of Professional Practice. I am an International Society of Arboriculture Board Certified Master Arborist®. I have been involved with the practice of Arboriculture and the care and study of trees since 1998.
Richard J. Gessner
ASCA Registered Consulting Arborist® #496
ISA Board Certified Master Arborist® WE-4341B
ISA Tree Risk Assessor Qualified
Copyright
© Copyright 2021, Monarch Consulting Arborists LLC. Other than specific exception granted for copies made by the client for the express uses stated in this report, no parts of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, recording, or otherwise without the express, written permission of the author.
Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - [email protected] Page 4 of 4
Mitigation Monitoring and Reporting Program
Winchester Assisted Living and Memory Care Facility Project 1 September 2022
INTRODUCTION
Section 15097 of the California Environmental Quality Act (CEQA) requires all State and local agencies to establish monitoring or reporting programs for projects approved by a public agency whenever approval involves the adoption of either a “mitigated negative declaration” or specified environmental findings related to environmental impact reports.
The following is the Mitigation Monitoring and Reporting Program (MMRP) for the Winchester Assisted Living and Memory Care Facility Project (proposed project). The intent of the MMRP is to ensure implementation of the mitigation measures identified within the Initial Study/Mitigated Negative Declaration (IS/MND) for this project. Unless otherwise noted, the cost of implementing the mitigation measures as prescribed by this MMRP shall be funded by the applicant.
COMPLIANCE CHECKLIST
The MMRP contained herein is intended to satisfy the requirements of CEQA as they relate to the IS/MND for the proposed project, prepared by the Town of Los Gatos. This MMRP is intended to be used by Town staff and mitigation monitoring personnel to ensure compliance with mitigation measures during project implementation. Mitigation measures identified in this MMRP were developed in the IS/MND that was prepared for the proposed project. The MMRP will provide for monitoring of construction activities as necessary and in-the-field identification and resolution of environmental concerns.
The proposed project IS/MND presents a detailed set of mitigation measures that will be implemented throughout the lifetime of the proposed project. Mitigation is defined by CEQA Guidelines, Section 15370, as a measure that:
• Avoids the impact altogether by not taking a certain action or parts of an action; • Minimizes impacts by limiting the degree or magnitude of the action and its implementation;
• Rectifies the impact by repairing, rehabilitating, or restoring the impacted environment; • Reduces or eliminates the impact over time by preservation and maintenance operations during the life of the project; or
• Compensates for the impact by replacing or providing substitute resources or environments.
Monitoring and documenting the implementation of mitigation measures will be coordinated by the Town of Los Gatos. The applicant will be responsible for fully understanding and effectively implementing the mitigation measures contained within the MMRP. The Town will be responsible for monitoring compliance.
MITIGATION MONITORING AND REPORTING PROGRAM
The following table indicates the item number, the checklist questions the measure is designed to address, the measure text, the monitoring agency, implementation schedule, and an area for sign-off indicating compliance.
EXHIBIT 12
MITIGATION MONITORING AND REPORTING
PROGRAM
Mitigation Monitoring and Reporting Program
Winchester Assisted Living and Memory Care Facility Project 2 September 2022
MITIGATION MONITORING AND REPORTING PROGRAM
WINCHESTER ASSISTED LIVING AND MEMORY CARE FACILITY PROJECT Item
Number Checklist Question Mitigation Measure
Monitoring
Agency
Implementation
Schedule
SignOff
IV-a Have a substantial
adverse effect, either
directly or through
habitat modifications, on
any species identified
as a candidate,
sensitive, or special
status species in local
or regional plans,
policies, or regulations,
or by the California
Department of Fish and
Wildlife or U.S. Fish and
Wildlife Service?
IV-1 A pre-construction survey for nesting birds
shall be conducted by a qualified biologist
within a 250-foot buffer around the project site
boundaries, if feasible, not more than three
days prior to site disturbance during the
breeding season (February 1st to August 31st).
If site disturbance commences outside the
breeding season, a pre-construction survey for
nesting birds is not required. Survey results
shall be submitted to the Town of Los Gatos
Community Development Department. If
active nests of migratory birds are not detected
within approximately 250 feet of the project
site, further mitigation is not required. If nesting
birds are detected, the applicant shall
implement Mitigation Measure IV-2.
IV-2 If nesting raptors or other migratory birds are
detected on or adjacent to the site during the
survey, an appropriate construction-free buffer
shall be established around all active nests.
Actual size of buffer would be determined by
the project biologist, and would depend on
species, topography, and type of activity that
would occur in the vicinity of the nest. Typical
buffers are 25 feet for non-raptors and up to
250 feet for raptors. The project buffer shall be
monitored periodically by the project biologist
to ensure compliance. After the nesting is
completed, as determined by the biologist, the
buffer shall no longer be required. Buffers shall
remain in place for the duration of the breeding
season or until a qualified biologist has
confirmed that all chicks have fledged and are
independent of their parents. Proof of
Town of Los
Gatos
Community
Development
Department
Town of Los
Gatos
Community
Development
Department
No more than three
days prior to site
disturbance during
the breeding season
(February 1st to
August 31st).
During construction,
if nesting raptors or
other migratory birds
are detected on or
adjacent to the site
during the preconstruction survey.
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compliance with this Mitigation Measure shall
be provided to the Town of Los Gatos
Community Development Department prior to
recommencing construction within the buffer
area.
IV-e Conflict with any local
policies or ordinances
protecting biological
resources, such as a
tree preservation policy
or ordinance?
IV-3 The applicant shall comply with the Town of
Los Gatos Tree Protection Ordinance and a
tree removal permit shall be obtained from the
Town for the removal of any on-site trees that
qualify as a protected tree. If the trees
proposed for removal are found to be in good
condition, and the tree removal permit is
granted primarily for the convenience of the
applicant, then the full cost and responsibility
of such removal shall be borne by the applicant
including planting of replacement trees.
Where replanting is impractical or infeasible,
the property owner may pay an in-lieu fee in an
amount approved by the Town Council. New
trees planted on site shall have a trunk
diameter of more than 1.5 inches. The above
noted requirements shall be completed to the
satisfaction of the Town of Los Gatos Parks
and Public Works Department.
IV-4 The project applicant shall comply with all
recommendations included in the Arborist
Report prepared for the proposed project by
Arborist Resources (2021) to ensure that tree
protection measures are incorporated into the
project design and construction.
Recommended tree protection measures
include, but are not limited to, establishing tree
protection zones (TPZs) and setbacks for each
Town of Los
Gatos Parks and
Public Works
Department
Town of Los
Gatos Parks and
Public Works
Department
Qualified Arborist
Prior to any tree
removal.
The language of this
measure shall be
included on all
project improvement
plans, prior to the
initiation of
construction.
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protected tree; installing tree protection
fencing around each TPZ which would include
warning signs stating, “WARNING - Tree
Protection Zone - this fence shall not be
removed and is subject to penalty according to
Town Code 29.10.1025”; avoiding damaging
or cutting roots with a diameter of two or more
inches; avoiding the use of herbicides;
establishing staging, cleanout areas, and all
routes of access beyond unpaved areas
beneath tree canopies; and conducting a site
meeting with the general contractor and
project arborist several weeks or months prior
to demolition for the purpose of reviewing all
tree protection measures. All relevant
recommendations included in the Arborist
Report shall be noted on project Improvement
Plans. Compliance with the recommended tree
protection measures shall be monitored by the
Town of Los Gatos Parks and Public Works
Department and a qualified arborist.
V-b;
V-c
Cause a substantial
adverse change in the
significance of a unique
archaeological resource
pursuant to Section
15064.5; or disturb any
human remains,
including those interred
outside of dedicated
cemeteries
V-1 If historic or archeological resources are
encountered during subsurface excavation
activities, all construction activities within a
100-foot radius of the resource shall cease
until a qualified archaeologist determines
whether the resource requires further study.
The Town shall require that the applicant
include a standard inadvertent discovery
clause in every construction contract to inform
contractors of this requirement. Any previously
undiscovered resources found during
construction shall be recorded on appropriate
California Department of Parks and Recreation
forms and evaluated for significance in terms
Town of Los
Gatos
Community
Development
Department
During construction,
if historic or
archeological
resources are
encountered during
subsurface
excavation activities.
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of California Environmental Quality Act
(CEQA) criteria by a qualified archaeologist.
Potentially significant cultural resources
consist of, but are not limited to, stone, bone,
fossils, wood, or shell artifacts or features,
including hearths, structural remains, or
historic dumpsites.
If the resource is determined to be significant
under CEQA, the Town and a qualified
archaeologist shall determine whether
preservation in place is feasible. Such
preservation in place is the preferred
mitigation. If such preservation is infeasible,
the qualified archaeologist shall prepare and
implement a research design and
archaeological data recovery plan for the
resource. The archaeologist shall also conduct
appropriate technical analyses, prepare a
comprehensive written report and file it with
the appropriate information center (California
Historical Resources Information System), and
provide for the permanent curation of the
recovered materials.
V-2 If human remains, or remains that are
potentially human, are found during
construction, all work shall be halted
immediately within 200 feet, and a professional
archeologist shall ensure reasonable
protection measures are taken to protect the
discovery from disturbance. The archaeologist
shall notify the Contra Costa County Coroner
(per §7050.5 of the State Health and Safety
Code). The provisions of §7050.5 of the
Town of Los
Gatos
Community
Development
Department
County Coroner
NAHC, if County
Coroner
During construction,
if human remains, or
remains that are
potentially human,
are found.
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California Health and Safety Code, §5097.98
of the California Public Resources Code, and
Assembly Bill 2641 will be implemented. If the
Coroner determines the remains are Native
American and not the result of a crime scene,
then the Coroner will notify the Native
American Heritage Commission (NAHC),
which then will designate a Native American
Most Likely Descendant (MLD) for the project
(§5097.98 of the Public Resources Code). The
designated MLD will have 48 hours from the
time access to the property is granted to make
recommendations concerning treatment of the
remains. If the applicant does not agree with
the recommendations of the MLD, the NAHC
can mediate (§5097.94 of the Public
Resources Code). If an agreement is not
reached, the qualified archaeologist or MLD
must rebury the remains where they will not be
further disturbed (§5097.98 of the Public
Resources Code). This will also include either
recording the site with the NAHC or the
appropriate Information Center, using an open
space or conservation zoning designation or
easement, or recording a reinternment
document with the county in which the property
is located (AB 2641). Work cannot resume
within the no-work radius until the lead agency,
through consultation as appropriate,
determines that the treatment measures have
been completed to the Town’s satisfaction.
determines
remains are
Native American
VII-ai;
VII-aii
Directly or indirectly
cause potential
substantial adverse
effects, including the
VII-1 The project applicant shall include all relevant
2019 CBSC standards, as recommended by
the Design-Level Geotechnical Investigation
prepared by Cornerstone Earth Group (2021)
Town of Los
Gatos
Community
Included on all
project improvement
plans, prior to the
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risk of loss, injury, or
death involving: Rupture
of a known earthquake
fault, as delineated on
the most recent AlquistPriolo Earthquake Fault
Zoning Map issued by
the State Geologist for
the area based on other
substantial evidence of
a known fault; or strong
seismic ground
shaking?
on all project improvement plans to ensure that
the recommended standards for development
of foundations, subsurface improvements, etc.
are incorporated into the project design and
construction. All project improvement plans
shall be reviewed by a licensed engineer and
approved by the Town of Los Gatos
Community Development Department and the
Town’s Engineer.
Development
Department
Town Engineer
initiation of
construction.
VIII-a;
VIII-b
Generate greenhouse
gas emissions, either
directly or indirectly, that
may have a significant
impact on the
environment; or Conflict
with an applicable plan,
policy or regulation
adopted for the purpose
of reducing the
emissions of
greenhouse gasses?
VIII-1 The following requirements shall be noted on
project improvement plans, subject to review
and approval by the Town of Los Gatos
Community Development Department:
• The proposed project shall be
designed such that the project is built
all-electric, and natural gas
infrastructure shall be prohibited onsite; and
• A minimum 10 electric vehicle (EV)
capable parking spaces shall be
included on-site, consistent with the
Tier 2 CALGreen standards.
Town of Los
Gatos
Community
Development
Department
Included on all
project improvement
plans, prior to the
initiation of
construction.
IX-b Create a significant
hazard to the public or
the environment through
reasonably foreseeable
upset and accident
conditions involving the
likely release of
IX-1 Following demolition and prior to issuance of a
grading permit, a sampling grid shall be
superimposed across the site and discrete
shallow samples shall be collected. The
samples shall be tested for organochlorine
pesticides to determine whether Regional
Water Quality Control Board Environmental
Screening Levels (ESLs) are exceeded in any
Town of Los
Gatos Parks and
Public Works
Department
SCCDEH
Following demolition
and prior to issuance
of a grading permit.
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hazardous materials
into the environment?
samples. The applicant shall submit a report to
the Parks and Public Works Department for
review and approval that includes, but is not
limited to, sampling activities performed,
relevant ESLs for identified contaminants,
summary of contaminated concentrations, and
locations where ESLs are exceeded, if any. If
ESLs are exceeded in on-site soils, the
impacted areas shall be removed and properly
disposed of under oversight by the Santa Clara
County Department of Environmental Health
(SCCDEH) prior to issuance of a grading
permit; and proof of remediation under
SCCDEH oversight shall be provided to the
Town of Los Gatos Parks and Public Works
Department prior to grading. For larger
quantities of soils that are non-hazardous,
subject to approval by the Town of Los Gatos
Parks and Public Works Department, such
soils may generally be placed under interior
roads, parking areas, or buildings during
normal grading operations, and verification of
proper handling and disposal.
IX-2 Prior to issuance of a demolition permit for onsite structures, the project applicant shall consult with certified Asbestos and/or Lead
Risk Assessors to complete an asbestos and
lead survey. The completed asbestos and lead
survey shall be submitted to the Town of Los
Gatos Building Department for review and
approval. If asbestos-containing materials or
lead-containing materials are not discovered
during the survey, further mitigation related to
asbestos-containing materials or leadTown of Los
Gatos Building
Department
SCCDEH
Prior to issuance of a
demolition permit for
on-site structures.
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containing materials shall not be required. If
asbestos-containing materials and/or leadcontaining materials are discovered by the survey, the project applicant shall prepare a
work plan to demonstrate how the on-site
asbestos-containing materials and/or leadcontaining materials shall be removed in accordance with current California
Occupational Health and Safety (Cal-OSHA)
Administration regulations and disposed of in
accordance with all CalEPA regulations, prior
to the demolition and/or removal of the on-site
structures. The plan shall include the
requirement that work shall be conducted by a
Cal-OSHA registered asbestos and lead
abatement contractor in accordance with Title
8 CCR 1529 and Title 8 CCR 1532.1 regarding
asbestos and lead training, engineering
controls, and certifications. The applicant shall
submit the work plan to the Town for review
and approval. The Town has the right to defer
the work plan to the SCCDEH for additional
review. Materials containing more than one (1)
percent asbestos that is friable are also subject
to BAAQMD regulations. Removal of materials
containing more than one (1) percent friable
asbestos shall be completed in accordance
with BAAQMD Section 11-2-303.
XIII-a Generation of a
substantial temporary or
permanent increase in
ambient noise levels in
the vicinity of the project
in excess of standards
established in the local
XIII-1 Prior to approval of demolition permits the
following requirements shall be noted on
project improvement plans, subject to review
and approval by the Town of Los Gatos
Community Development Department:
Town of Los
Gatos
Community
Development
Department
Noted on
improvement plans,
prior to approval of
demolition permits.
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general plan or noise
ordinance, or applicable
standards of other
agencies?
• Operational and Situational
Controls:
o All work on-site shall be
restricted to the hours of 8:00
AM to 8:00 PM Weekdays, and
9:00 AM to 7:00 PM weekends
and Holidays, pursuant to the
requirements of the Town of
Los Gatos Noise Ordinance.
o All exterior stationary
equipment shall be kept at
least 100 feet from neighboring
property lines unless
acoustically shielded.
o Material deliveries shall not be
allowed on Sundays or Federal
Holidays.
o Cranes shall be located at least
100 feet from any neighboring
property line with the exception
of cranes or lifts necessary to
dismantle scaffolding.
o Material movement along the
east and south sides of the site
shall be minimized.
o Stockpiles shall be located
adjacent to neighbors as much
as possible to help shield
people from on-site noise
generation.
o Music shall not be audible offsite.
o Dirt berming and stockpiling
materials shall occur whenever
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possible to reduce noise to
sensitive receptor locations.
o Mobile equipment such as haul
trucks, and concrete trucks,
shall be kept off of local streets
near residences as much as
possible.
o Vehicle paths shall be graded
smooth as rough roads and
paths can cause significant
noise and vibration from trucks
(particularly empty trucks)
rolling over rough surfaces.
Loud bangs and ground-borne
vibration can occur.
• Interior Work:
o For interior work, the windows
of the interior spaces facing
neighbors where work is being
performed shall be kept closed
while work is proceeding.
o Noise generating equipment
indoors shall be located within
the building to use building
elements as noise screens.
• Equipment:
o Earth Removal: Use scrapers
as much as possible for earth
removal, rather than the noisier
loaders and hauling trucks.
o Backfilling: Use a backhoe for
backfilling, as it is quieter than
either dozers or loaders.
o Ground Preparation: Use a
motor grader rather than a
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bulldozer for final grading.
Wheeled heavy equipment is
less noisy than track
equipment. Use wheeled
equipment rather than track
equipment whenever possible,
with the exception of work
within the vibration distances
shown in Table IV of the Noise
Assessment Study. The soil
conditions at the site indicate
that wheeled equipment may
generate higher levels of
ground vibration than tracked
equipment. Small, rubber
tracked equipment, such as
skid steers, would produce the
lowest levels of noise and
vibration
o Building Construction: Nail
guns shall be used where
possible as they are less noisy
than manual hammering.
o Generators and Compressors:
Use generators, compressors
and pumps that are housed in
acoustical enclosures rather
than weather enclosures or
none at all.
o Use temporary power service
from the utility company in lieu
of generators wherever
possible.
o All stationary equipment shall
be rated no higher than 85 dBA
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at 25 feet under the
equipment’s most noisy
condition.
o Circular saws, miter/chop saws
and radial arm saws shall be
used no closer than 50 feet
from any residential property
line unless the saw is screened
from view by any and all
residences using an air-tight
screen material of at least two
pounds per sf surface weight,
such as three-quarter-inch
plywood.
o Use electrically powered tools
rather than pneumatic tools
whenever possible.
o Mitigation of the construction
phase noise at the site can be
accomplished by using quiet or
"new technology" equipment.
o The greatest potential for noise
abatement of current
equipment shall be the quieting
of exhaust noises by use of
improved mufflers.
o All internal combustion engines
used at the project site shall be
equipped with a type of muffler
recommended by the vehicle
manufacturer.
o All equipment shall be in good
mechanical condition so as to
minimize noise created by
faulty or poorly maintained
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engines, drive-trains and other
components. Worn, loose or
unbalanced parts or
components shall be
maintained or replaced to
minimize noise and vibration.
o Use wheeled equipment rather
than tracked equipment
whenever possible.
o Use the lowest vibration
inducing equipment when
within the distance limits
shown in Table IV of the Noise
Assessment Study. Small
grading and earth moving
equipment, such as “Bobcat”
size equipment shall be used.
• Noise Complaint Management:
o The project applicant shall
designate a noise complaint
officer. The officer shall be
available at all times during
construction hours by both
telephone and email. Signs
shall be posted at site entries.
o Notify, in writing, all residential
and noise sensitive
commercial neighbors within
300 feet of the site of
construction. The notification
shall contain the name, phone
number, and email address of
the noise complaint officer. A
flyer may be placed at the
doors of the residences.
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o A log of all complaints shall be
maintained. The logs shall
contain the name and address
of the complainant, the date
and time of the complaint, the
nature/description of the noise
source, a description of the
remediation attempt or the
reason remediation could not
be attempted.
XIII-b Generation of excessive
groundborne vibration
or groundborne noise
levels?
Implementation of the previous Mitigation Measure XIII1. See Mitigation Measure XIII-1.
See Mitigation
Measure XIII-1.
XVII-a Conflict with a program,
plan, ordinance, or
policy addressing the
circulation system,
including transit,
roadway, bicycle, and
pedestrian facilities?
XVII-1 The following requirements shall be noted on
project improvement plans, subject to review
and approval by the Town of Los Gatos Parks
and Public Works Department:
• A minimum of one long term and three
short term bicycle parking spaces
shall be included on-site, consistent
with the VTA Bicycle Technical
Guidelines; and
• A new crosswalk shall be installed to
cross Shelburne Way at Winchester
Boulevard. The crosswalk shall meet
the standards of the Town of Los
Gatos.
Town of Los
Gatos Parks and
Public Works
Department
Included on all
project improvement
plans, prior to their
approval.
XVII-c;
XVII-d
Substantially increase
hazards due to a
geometric design
feature (e.g., sharp
curves or dangerous
intersections) or
XVII-3 The following requirement shall be noted on
project improvement plans, subject to review
and approval by the Town of Los Gatos Parks
and Public Works Department:
Town of Los
Gatos Parks and
Public Works
Department
Included on all
project improvement
plans, prior to their
approval.
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incompatible uses (e.g.,
farm equipment); or
Result in inadequate
emergency access?
• Red curbs shall be implemented
adjacent to both sides of the project
driveways to prohibit parking and
ensure adequate sight distance.
XVIII-a;
XVIII-b
Would the project cause
a substantial adverse
change in the
significance of a tribal
cultural resource,
defined in Public
Resources Code
section 21074 as either
a site, feature, place,
cultural landscape that
is geographically
defined in terms of the
size and scope of the
landscape, sacred
place, or object with
cultural value to a
California Native
American Tribe, and
that is: listed or eligible
for listing in the
California Register of
Historical Resources, or
in a local register of
historical resources as
defined in Public
Resources Code
section 5020.1(k); or a
resource determined by
the lead agency, in its
discretion and
supported by substantial
XVIII-1 Implement Mitigation Measures V-1 and V-2. See Mitigation Measures V-1
and V-2.
See Mitigation
Measures V-1 and
V-2.
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evidence, to be
significant pursuant to
criteria set forth in
subdivision (c) of Public
Resources Code
Section 5024.1. In
applying the criteria set
forth in subdivision (c) of
Public Resources Code
Section 5024.1, the lead
agency shall consider
the significance of the
resource to a California
Native American tribe.
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Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
TITLE SHEET
A-0.0
A-3.7 ROOF SCREEN ANALYSIS -
PERSPECTIVES
A-4.0 OVERALL BUILDING ELEVATIONS
A-4.1 BUILDING ELEVATIONS - WEST
A-4.2 BUILDING ELEVATIONS - NORTH
A-4.3 BUILDING ELEVATIONS - SOUTH
A-4.4 BUILDING ELEVATIONS - EAST
A-4.5 COURTYARD ELEVATIONS -
ASSISTED LIVING
A-4.6 COURTYARD ELEVATIONS -
MEMORY CARE
A-5.1 RENDERING - WEST ELEVATON
A-5.2 RENDERING - PERSPECTIVE FROM
WINCHESTER
A-5.3 RENDERING - SOUTH ELEVATION
A-5.4 RENDERING - PERSPECTIVE FROM
GARDEN/GROUND LEVEL UNIT
A-5.5 RENDERING - NORTH ELEVATON
(SHELBURNE WAY)
A-5.6 RENDERING - PERSPECTIVE FROM
SHELBURNE
A-5.7 RENDERING - AERIAL FROM
SHELBURNE
A-5.8 RENDERING - AERIAL FROM
WINCHESTER
A-6.1 MATERIALS AND COLORS
A-7.1 PHOTOS OF PROPERTY
4 - ARCHITECTURAL
A-1.1 SITE PLAN
A-1.3 SITE - DEMOLITION
A-1.4 SHADOW STUDY
A-1.5 OVERALL EXISTING ELEVATIONS
A-1.6 OVERALL EXISTING ELEVATIONS
A-1.7 OVERALL EXISTING ELEVATIONS
A-1.8 FIRE ACCESS PLAN
A-1.9 FIRE ACCESS SECTIONS
A-1.10 STREETSCAPE ELEVATIONS &
PHOTOS
A-2.0 GROUND FLOOR
A-2.1 1ST FLOOR
A-2.2 2ND FLOOR
A-2.3 3RD FLOOR
A-2.4 ROOF
A-2.5 ROOF DRAIN AREA PLAN
A-3.0 RENDERING - NORTH ELEVATIONS
COMPARISION
A-3.1 RENDERING - EAST ELEVATIONS
COMPARISION
A-3.2 NORTH - SHELBURNE ELEVATION -
VARIANCE EXHIBIT
A-3.3 SOUTH - FACING RESIDENTIAL
ELEVATIONS - VARIANCE EXHIBIT
A-3.4 BUILDING SECTIONS
A-3.5 BUILDING SECTIONS
A-3.6 ROOF SCREEN ANALYSIS -
BUILDING SECTIONS
0 - GENERAL
A-0.0 TITLE SHEET
A-0.1 BLUEPRINT FOR A CLEAN BAY
A-0.2 PROJECTION INFORMATION
T-1 SITE - EXISTING TREES
T-2 ARBORIST REPORT
T-3 ARBORIST REPORT
T-4 ARBORIST REPORT
2 - CIVIL
C1.1 EXISTING CONDITION
C2.1 LOT MERGER SITE PLAN
C3.1 SITE GRADING PLAN
C3.2 SECTIONS
C4.1 SITE UTILITY PLAN
C4.2 SITE UTILITY PLAN
C5.1 STORMWATER CONTROL PLAN
C5.2 TYPICAL STORMWATER DETAILS
C6.1 EROSION CONTROL PLAN
C6.2 EROSION CONTROL DETAILS
C6.3 POLLUTION PREVENTION
3 - LANDSCAPE
LS-1.0 SCHEMATIC LANDSCAPE
LS-2.0 SCHEMATIC LANDSCAPE
LS-3.0 SCHEMATIC LANDSCAPE
LS-4.0 SCHEMATIC LEGENDS
LS-5.0 SCHEMATIC MATERIAL
LS-6.0 SCHEMATIC PLANTING
VICINITY MAP: PROJECT DIRECTORY: SHEET INDEX:
SWENSON
777 NORTH FIRST STREET, 5TH FLR
SAN JOSE, CA 95112
MIKE BLACK
[email protected]
PH: (408) 938-6322
FX: (408) 998-1737
JESSIE BRISTOW
[email protected]
PH: (831) 475-7100
FX: (831) 475-4544
SWENSON
777 NORTH FIRST STREET, 5TH FLR
SAN JOSE, CA 95112
DANIEL SELL
[email protected]
PH: (408) 938-6338
FX: (408) 287-2356
DAVID MEADS
[email protected]
PH: (408) 938-6384
FX: (408) 287-2356
DEVELOPMENT
ARCHITECT
PROJECT LOCATION
BKF ENGINEERS
980 9th STREET, SUITE 2300
SACRAMENTO, CA 95814
KEVIN WONG
[email protected]
PH: (916) 556-5800
FX: (916) 556-5899
CIVIL ENGINEER
DILLION DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
849 ALMAR AVE., #C162
SANTA CRUZ CA 95060
MIKE DILLION
[email protected]
PH: (408) 221-2516
LANDSCAPE
CORNERSTONE EARTH GROUP
1259 OAKMEAD PARKWAY
SUNNYVALE, CA 94085
STEPHEN OHLSEN, P.E.
[email protected]
PH: (408) 245-4600 - EXT. 125
GEOTECHNICAL ENGINEER
THE DESIGN INTENT FOR THIS PROJECT WAS TO CONVEY A HILLSIDE
ESTATE FEEL WITH AN ITALIAN REVIVAL INFLUENCE THAT FEATURES SUCH
ELEMENTS AS A TILED ROOF WITH DEEP SET DECORATIVE EAVES, PICTURE
FRAMED WINDOWS, SYMMETRICAL FACADES, COLUMNS, AND
BALUSTRADES. WHEN PLANNING THIS PROJECT WE WANTED TO MAINTAIN
THE ORIGINAL RHYTHM OF THE NEIGHBORHOOD BY REPLACING THE
EXISTING THREE HOMES ON THE SITE WITH A STRUCTURE THAT
REFLECTED THE SAME THREE PART RHYTHM FACING ONTO WINCHESTER BOULEVARD. THESE THREE SEGMENTS OF THE BUILDING ARE LOCATED IN
ROUGHLY IN THE SAME LOCATION AS THE ORIGINAL HOMES WITH THE MOST SOUTHERN OF THESE WINGS STEPPING DOWN TO SECOND STORY.
THIS WAS DONE AS A WAY OF CREATING VISUAL INTEREST THROUGH
ASYMMETRY AS WELL AS A WAY TO SEGUE BETWEEN OUR PROJECT AND THE NEIGHBORING TOWNHOMES TO THE SOUTH OF OUR DEVELOPMENT.
OUR PROJECT STEPS DOWN EVEN FURTHER ON EITHER END OF THE
BUILDING ENTRANCE WITH A FRAMED ENTRY / EXIT TO THE PORTE COCHERE.
THIS SENIOR HOUSING PROJECT CONSIST OF 18 MEMORY CARE UNITS AND 107 ASSISTED LIVING UNITS FOR A COMBINED TOTAL OF 125 UNITS. IN
ADDITION TO THESE LIVING UNITS, THIS PROJECT HAS TWO SEPARATE
DINING ROOMS, A COMMERCIAL KITCHEN, THEATER, LIBRARY, GREAT ROOM, AND OTHER COMMON USE SPACES THROUGHOUT. THE OUTDOOR
SPACES INCLUDE BOTH COMMON USE AREAS WHICH CONSIST OF THREE
DIFFERENT LANDSCAPED COURTYARDS AT THE FIRST FLOOR PODIUM
LEVEL AS WELL AS PRIVATE USE PATIOS OFF OF THE GROUND FLOOR GARDEN UNITS TO THE SOUTH AND EAST OF OUR PROJECT.
PROJECT DESCRIPTION:
N
WINCHESTER MEMORY CARE / ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CALIFORNIA 95030 1 PROJECT ADDRESS: 15860 - 15894 WINCHESTER BLVD.,
LOS GATOS, CALIFORNIA 95030
ACCESSOR PARCEL NUMBERS: 529-11-13 529-11-38 529-11-39 529-11-40 TYPE OF CONSTRUCTION : IB - FULLY SPRINKLERED PER NFPA 13 (SEPARATE PERMIT)
OCCUPANCY GROUP : R2.1
SITE AREA : 56,889 S.F. (1.31 ACRES)
PROJECT INFORMATION
1 DEFERRED SUBMITTALS LIST:
THE FOLLOWING ITEMS ARE A DEFERRED SUBMITTAL:
- FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS
THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE
APPLICATION AND THAT ARE TO BE SUMBITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
- DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE ARCHITECT OR ENGINEER OF RECORD SHALL LIST THE
DEFERRED SUBMITTALS ON THE PLANS AND SHALL SUBMIT THE DEFERRED SUBMITTAL DOUCMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
- SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO
THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD
THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
THE FOLLOWING ITEMS WILL BE DEFERRED SUBMITTALS:
1. FIRE SPRINKLERS
2. FIRE ALARM SYSTEM
3. EMERGENCY RESPONDER RADIO COVERAGE
4. TWO-WAY COMMUNICATION SYSTEM
APPLICABLE CODES:
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (MANDATORY MEASURES) 2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ENERGY CODE
NO PUBLIC FUNDS FOR THIS PROJECT
1 1
1 1
3 4
Revision Schedule
1 Planning Response #1 07/20/21
3 Planning Response #3 12/10/21
4 Planning Response #4 04/04/22
EXHIBIT 13
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
BLUEPRINT FOR A CLEAN BAY
A-0.1
1 Revision Schedule
1 Planning Response #1 07/20/21
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
PROJECTION INFORMATION
A-0.2
1 1
11 1
22 2
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
UP
UP
371 1. 5
371 1. 7
370 4. 5
371 4. 5
369 8. 8
374 1. 6
373 0. 2
373 6. 5
374 8. 1
371 1. 4
RAB POTS
EPI RTS ETI HW DEHSAD
EPI RTS DI L OS WOLLEY
SOLID YELLO
W STRIPE
3 8
2.4 2
LIP G
UTTER
12" CLO
TA
G
#
43 5" CLO
TA
G
#
20 12" TREE
371.77
371.49
7" TREE
371.72 6" TREE
370.94
11",13",18"
CLO TA
G
#
21 371.60
12" CLO
TA
G
#
2 2
370.57
15" CLO
TA
G
#
23 370.4
2 16",14" CLO
TA
G
#
2 4
371.50
16" CLO
TA
G
#
25 370.89
8" BK WN
TA
G
#
26 370.63
11" CLO
TA
G
#
27 369.60
11" BK WN
TA
G
#
28 370.08
7" CLO
TA
G
#
29 369.90
6" BK WN
TA
G
#32
371.51
7" TREE
371.34
6" BK WN
TA
G
#31
371.45
15" EG
WN
TA
G
#33
372.31
18" TREE
373.4
2 17" CLO
TA
G
#34
372.48
15" O
AK
TA
G
#34
372.59
3-
4" TREES
372.31
27" CLO
TA
G
#18
375.76
10" TREE
376.20
8" TREE
377.65
19" CLO
TA
G
#17
377.75
25" BK WN
TA
G
#35
381.20
6" LMN BTLBRSH
TA
G
#1
2 9
5" CLO
TA
G
#12
375.11
36" PINE
382.51
25" CLO
TA
G
#
41 371.48
15" O
AK
TA
G
#
40 370.95
14" VLY
O
AK
TA
G
#
40 371.4
2 26" CLO
TA
G
#39
371.48
2 2" CLO
TA
G
#
4 2
373.60
2 4" CLO
TA
G
#16
381.65
15" CLO
TA
G
#1
374.17
17",32" CLO
TA
G
#
2 377.05
17",26" CLO
TA
G
#3
377.66
12" TREE
378.74
5",6" BK WN
TA
G
#6
7" CLO
TA
G
#8
380.13
375.07
7",10" CLOTA
G
#11
376.09
5,"6",7"
H
OLLY
O
AK
TA
G
#10
27" CLO
TA
G
#9
380.96
6" CLOTA
G
#13
7" LD PL
TA
G
#14
382.72
"STOP"
M
H
TELBOX
TEL
BOX
FL C' 8
EXISTING
STRUCTURE
EXISTING
STRUCTURE
BLD
G
C
O
R
3 6
7.6 0
BLD
G
C
O
R
3 6
7.6 0
369 1. 7
BW
383.21
B
W
383.84
B
W
383 1. 5
382 6. 0
380 3. 8
379 8. 5
379 8. 8
382
8. 7
HC
RAMP
382
6. 5
HC
RAMP
382
8. 7
HC
RAMP
D
Y
H
16' - 1"
27 29
37 1 33
2 3
26 22 23
28 41
40 SHELBURNE WAY
WINCHESTER BLVD.
38 17
4 5
6 7 14 15
13 16
18 8
9 12 19
43 11
10 42
20 39 21
34 24
25 32
31 44
45 1
1 X
X
X X X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
TOTAL EXISTING TREES TO BE REMOVED: 26
TOTAL EXISTING TREES TO BE REMAIN: 9
TOTAL EXISTING TREES TO BE EXEMPT AND REMOVED: 3
TOTAL EXISTING TREES TO BE EXEMPT AND REMAIN: 4
TREE PROTECTION FENCING
TREE NUMBER, SEE ARBORIST REPORT (SHEET T-2 TO T-4)
TREE TO BE REMOVED PER ARBORIST REPORT (SHEET T-2 TO T-4) TREE LEGEND :
SEE ARBORIST REPORT (SHEET T-2 TO T-4_FOR ADDITIONAL
TREE PROTECTION INFORMATION)
#
LARGE PROTECTED TRESS: #2, 3, 9, 12, 16, 18, 21, 24, 39 and 41 X
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
SITE
- EXISTING TREES
T-1
1/16" = 1'-0" 1
Site - Existing Trees
N
1 Revision Schedule
1 Planning Response #1 07/20/21
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
ARBORIST REPORT
T-2
1 Revision Schedule
1 Planning Response #1 07/20/21
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
ARBORIST REPORT
T-3
1 Revision Schedule
1 Planning Response #1 07/20/21
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
ARBORIST REPORT
T-4
1 Revision Schedule
1 Planning Response #1 07/20/21
10384.020
314
102
367.607
320 103 382.671 278 371.567 319
539 364.686
319 765 374.140 319
1113
379.605
319
1144 370.878
319
1164
374.462
319 9000 -99.000 SRCH 3/4" IP LS 20 0 10 20 40 80 Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 EXISTING CONDITIONS C-1.1 Page 368
20 0 10 20 40 80 Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 LOT MERGER SITE PLAN C-2.1 Page 369
20 0 10 20 40 80 Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 SITE GRADING PLAN C-3.1 Page 370
Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 SECTIONS C-3.2 Page 371
20 0 10 20 40 80
Consultant:
Revisions:
SWENSON BUILDER
Scale:
Date:
Job #:
Sheet
Drawn by:
COPYRIGHT © 2021
777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246
1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN
11/01/21
AR
9215-70-103
300 FRANK OGAWA PLAZASUITE 380OAKLAND, CA 94612
(510) 899-7300
www.bkf.com
PLANNING RESUBMITTAL
NOVEMBER 1, 2021
SITE UTILITY PLAN
C-4.1
SEE SHEET C4.2 FOR CONTINUATION
20 0 10 20 0 10 20 40 80 Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 SITE UTILITY PLAN SEE SHEET C4.1 FOR CONTINUATION C-4.2 Page 373 20 0 10 20 40 80 Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 STORMWATER CONTROL PLAN C-5.1 Page 374
Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 TYPICAL STORMWATER DETAILS C-5.2 Page 375 20 0 10 20 40 80 Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 EROSION CONTROL PLAN C-6.1 Page 376
NOTES:INTERIM EROSION CONTROL MEASURES
PLAN
A
A
FLOW Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 EROSION CONTROL DETAILS C-6.2 Page 377
Consultant: Revisions: SWENSON BUILDER Scale: Date: Job #: Sheet Drawn by: COPYRIGHT © 2021 777 N. 1st Street, San Jose, CA 95112 - (408) 287-0246 1" = 20'-0"
WINCHESTER ASSISTED LIVING
WINCHESTER AND SHELBURN 11/01/21 AR9215-70-103 300 FRANK OGAWA PLAZA SUITE 380 OAKLAND, CA 94612 (510) 899-7300 www.bkf.com PLANNING RESUBMITTAL NOVEMBER 1, 2021 POLLUTION PREVENTION C-6.3 Page 378
WINCHESTER BLVD SHELBURNE WAY
Consultant:
Revisions:
SWENSON BUILDER
Scale:
Date:
Job #:
Sheet
Drawn by:
COPYRIGHT © 2020
AS SHOWN
MBD
DILLON DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
GREEN BUILDING
849 ALMAR AVE #C-162 SANTA CRUZ CA 95060
E-MAIL
URBAN DESIGN
SITE PLANNING
CLN 1910
(831) 420-1648WINCHESTER ASSISTED LIVING
02/28/21 WINCHESTER AND SHELBURNE E E
PLANNING RESUBMITTAL #4 - 03.16.2022 N
LS-1.0 SCHEMATIC LANDSCAPE
UP
UP
UP
Consultant:
Revisions:
SWENSON BUILDER
Scale:
Date:
Job #:
Sheet
Drawn by:
COPYRIGHT © 2020
AS SHOWN
MBD
DILLON DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
GREEN BUILDING
849 ALMAR AVE #C-162 SANTA CRUZ CA 95060
E-MAIL
URBAN DESIGN
SITE PLANNING
CLN 1910
(831) 420-1648WINCHESTER ASSISTED LIVING
02/28/21 WINCHESTER AND SHELBURNE E E
PLANNING RESUBMITTAL #4 - 03.16.2022 N
LS-2.0 SCHEMATIC LANDSCAPE
Consultant:
Revisions:
SWENSON BUILDER
Scale:
Date:
Job #:
Sheet
Drawn by:
COPYRIGHT © 2020
AS SHOWN
MBD
DILLON DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
GREEN BUILDING
849 ALMAR AVE #C-162 SANTA CRUZ CA 95060
E-MAIL
URBAN DESIGN
SITE PLANNING
CLN 1910
(831) 420-1648WINCHESTER ASSISTED LIVING
02/28/21 WINCHESTER AND SHELBURNE E E
PLANNING RESUBMITTAL #4 - 03.16.2022LANDSCAPE SCHEMATIC LS-3.0 N
WINCHESTER BLVD
Consultant:
Revisions:
SWENSON BUILDER
Scale:
Date:
Job #:
Sheet
Drawn by:
COPYRIGHT © 2020
AS SHOWN
MBD
DILLON DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
GREEN BUILDING
849 ALMAR AVE #C-162 SANTA CRUZ CA 95060
E-MAIL
URBAN DESIGN
SITE PLANNING
CLN 1910
(831) 420-1648WINCHESTER ASSISTED LIVING
02/28/21 WINCHESTER AND SHELBURNE E E
PLANNING RESUBMITTAL #4 - 03.16.2022
LS-4.0 SCHEMATIC LEGENDS N
Consultant:
Revisions:
SWENSON BUILDER
Scale:
Date:
Job #:
Sheet
Drawn by:
COPYRIGHT © 2020
AS SHOWN
MBD
DILLON DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
GREEN BUILDING
849 ALMAR AVE #C-162 SANTA CRUZ CA 95060
E-MAIL
URBAN DESIGN
SITE PLANNING
CLN 1910
(831) 420-1648WINCHESTER ASSISTED LIVING
02/28/21 WINCHESTER AND SHELBURNE E E
PLANNING RESUBMITTAL #4 - 03.16.2022
DESIGN CONCEPT LS-5.0 SCHEMATIC MATERIALS
Consultant:
Revisions:
SWENSON BUILDER
Scale:
Date:
Job #:
Sheet
Drawn by:
COPYRIGHT © 2020
AS SHOWN
MBD
DILLON DESIGN ASSOCIATES
LANDSCAPE ARCHITECTURE
GREEN BUILDING
849 ALMAR AVE #C-162 SANTA CRUZ CA 95060
E-MAIL
URBAN DESIGN
SITE PLANNING
CLN 1910
(831) 420-1648WINCHESTER ASSISTED LIVING
02/28/21 WINCHESTER AND SHELBURNE E E
PLANNING RESUBMITTAL #4 - 03.16.2022
DESIGN CONCEPT LS-6.0 SCHEMATIC PLANTING
UP
DN
UP UP
DN
C3 - 267 SF
C3 - 368 SF C3 - 287 SF
C3 - 306 SF C3 - 162 SF
WINCHESTER BLVD
SHELBURNE WAY
PROPERTY LINE
SHELBURNE WAY
7 8
55' - 6" 16' - 1"
SETBACK
20' - 0"
WINCHESTER BLVD.
SETBACK
10' - 0"
SETBACK
25' - 0"
SETBACK
15' - 0"
PORTE COCHERE
MEMORY
CARE
COURTYARD
199
A.L.
COURTYARD
198B
A.L.
COURTYARD
198A
ENTRY
172
1 1
1 2
2 2
2 3
6' - 0"
PARKING
0.8%
1.8%
2.1%
4 6' - 0"
4 WINCHESTER
MEMORY CARE /
ASSISTED LIVING
8' - 0"
SHELBURNE WAY
3 170.00'
280.00'
190.00'
R=
L= 28.28' 20.00'
5 6
5 5
5 5
(E) ANIMAL HOSPITAL - 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE - 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
18' - 9" 267' - 6" 13' - 9"
41' - 6" 128' - 6" 20' - 0"
4 3
5 8
7 6' - 0"
5 5
5 1
6 300.00'
6 F.F. : 381'
DRIVEWAY
22' - 7"
145' - 0"
SETBACK
15' - 0"
SETBACK
10' - 0"
1 A-1.9
2 A-1.9
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 11 12
12 PROPERTY LINE
SETBACK LINE
SPLIT FACE CMU WALL
ADJACENT TO NEIGBOR'S WALL,
6'-0" H. TYP.
ACCESSIBLE WALK
PAVER; S.L.D.
CONCRETE SIDEWALK; S.C.D.
TRASH STAGING AREA
PLAN KEYNOTE :
12345
LOADING AREA
KNOX KEY SWITCH; FINAL LOCATION
TO BE APPROVED BY FIRE DEPT.
6' HEIGHT METAL GATE AND FENCE
DOUBLE STRIPING PER TOWN CODE
§. 29.10.115(D)(7)
CONTINUOUS CURB WHEEL STOP
PER TOWN CODE §. 29.10.155(H)(1)
BICYCLE RACK; RIBBON STYLE tTO
HOLD FIVE BIKES PER RACK
6 8
1 9
1 10
11 12
3 7
13 PLAN LEGEND :
EXISTING TREE, SEE ARBORIST
REPORT (SHEET T-2 TO T-4) FOR
SIZE AND LOCATION
TREE NUMBER, SEE SHEET T-1 AND
SEE ARBORIST REPORT (SHEET T-2
TO T-4)
BIO SWALE GRASS (C3 AREA) SEE
CIVIL SHEET C5.1 STORMWATER
CONTROL PLAN FOR SPECIFICS
AND CALCULATIONS
GENERAL NOTES :
#
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
SITE PLAN
A-1.1
1 SITE PLAN
1/16" = 1'-0"
N
1 2
3 4
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
3 Planning Response #3 12/10/21
4 Planning Response #4 04/04/22
4
374 1. 6
RAB POTS
12" TREE
374.98
"M
P
H"
"STO
P"
W
W
M
M
W
M
M
H
YAWEVI RD YAWEVI RD
I RD WEV YA
H
C
R
C
O
N
C
P
A
D
C
O
N
C
W
ALK
E
O
P
EO
P
C
O
N
C
W
ALK
FL C' 8
SIG
B
O
X
ELEC
V
A
ULT
P
G
&E
B
O
X
ELEC
B
O
X
EXISTIN
G
STR
U
CTU
RE
EXISTIN
G
STR
U
CTU
RE
BLD
G
C
O
R
3 6
7.6 0
BLD
G
C
O
R
3 6
7.6 0
D
Y
H
D
Y
H
FENC
E
ON
LINE
WALL
0.86' OUT
WALL 1.2' IN
WALL
0.2' OUT
WALL
0.1' OUT
O
H
O
H
SS "6
6" S
S
6" SS
8" W
8" W
8" W
W "01
W "01 W "01
DS "42 DS "42
24" SD
15" SD
15" SD
A-1.6 1
2 A-1.6
A-1.5
2 A-1.5
1 WINCHESTER BLVD.
N
PROPERTY LINE
-11' - 0"
-1' - 0"
0"
1' - 0"
2' - 0"
SHELBURNE WAY
1 1
1 1
1 1
1 1
2 2 2
2 2
4 3
3 3
3 4
4 2
5 5
5 6
6 6 2
A-1.7
1 A-1.7
2 A-1.7 3
4 A-1.7
1 A-1.9
2 A-1.9
33 29
27 28
22 23
32 31
26 41
40 38
17 4
5 6
7 14 15
13 16
18 8
9 12 19
43 11
10 42
20 39
21 34
24 25
32 31
44 45
X
X
X X X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
37 3
2 1
1 A-3.3
EXISTING BUILDING AND FOUNDATION TO BE
DEMOLISHED
DEMOLITION KEYNOTE :
1 2
3 4
5 6
EXISTING TREE TO REMAIN. SEE SHEET
PROPERTY LINE
EXISTING TREE TO BE REMOVED. SEE SHEET
EXISTING DRIVEWAY TO BE REMOVED.
EXISTING CONCRETE WALKWAY TO BE REMOVED.
1 / T-1
1 / T-1
TREE NUMBER, SEE EXISITING TREES (SHEET
T-1) AND ABORIST REPORT (SHEET T-2 TO T-4)
FOR TREE PROTECTION INFORMATION
# Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
SITE
- DEMOLITION
A-1.3 1/16" = 1'-0" 1
SITE PLAN - EXISTING
1 Revision Schedule
1 Planning Response #1 07/20/21
WINCHESTER BLVD.
SHELBURNE WAY
(E) ANIMAL HOSPITAL
- 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE- 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE
- 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 (E) MEDICAL OFFICE
- 1 STORY
15861 WINCHESTER BLVD.,
LOS GATOS, CA 95030
WINCHESTER BLVD.
SHELBURNE WAY
(E) ANIMAL HOSPITAL
- 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE- 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE
- 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 (E) MEDICAL OFFICE
- 1 STORY
15861 WINCHESTER BLVD.,
LOS GATOS, CA 95030
WINCHESTER BLVD.
SHELBURNE WAY
(E) ANIMAL HOSPITAL
- 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE- 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE
- 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 (E) MEDICAL OFFICE
- 1 STORY
15861 WINCHESTER BLVD.,
LOS GATOS, CA 95030
WINCHESTER BLVD.
SHELBURNE WAY
(E) ANIMAL HOSPITAL
- 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE- 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE
- 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 (E) MEDICAL OFFICE
- 1 STORY
15861 WINCHESTER BLVD.,
LOS GATOS, CA 95030
WINCHESTER BLVD.
SHELBURNE WAY
(E) ANIMAL HOSPITAL
- 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE- 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE
- 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 (E) MEDICAL OFFICE
- 1 STORY
15861 WINCHESTER BLVD.,
LOS GATOS, CA 95030
WINCHESTER BLVD.
SHELBURNE WAY
(E) ANIMAL HOSPITAL
- 1 STORY
17480 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE- 1 STORY 15830 WINCHESTER BLVD.,LOS GATOS, CA95030 (E) HOUSE
- 1 STORY
17474 SHELBURNE WAY,
LOS GATOS, CA 95030
(E) HOUSE - 2 STORY CONDO.706 WINCHESTER BLVD.,LOS GATOS, CA 95030 (E) MEDICAL OFFICE
- 1 STORY
15861 WINCHESTER BLVD.,
LOS GATOS, CA 95030
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
SHADOW STUDY
A-1.4
1" = 50'-0" 1
SHADOW STUDY - JUNE 21 - 9AM
1" = 50'-0" 2
SHADOW STUDY - JUNE 21 - 12PM
1" = 50'-0"
3 SHADOW STUDY - JUNE 21 - 3PM
1" = 50'-0" 4
SHADOW STUDY - DECEMBER 21 - 9AM
1" = 50'-0" 5
SHADOW STUDY - DECEMBER 21 - 12PM
1" = 50'-0"
6 SHADOW STUDY - DECEMBER 21 - 3PM
NN
N
N
N
N
1 1
Revision Schedule
1 Planning Response #1 07/20/21
2 1 1 1 3 1 1 2 2
15894 WINCHESTER BLVD. 15880 WINCHESTER BLVD. 15880 WINCHESTER BLVD. 15860 WINCHESTER BLVD. 17484 SHELBURNE WAY
2 1 1
1 1
2 2 1 2 3 1 2 1 2 2
15860 WINCHESTER BLVD 15880 WINCHESTER BLVD 15894 WINCHESTER BLVD 1 1
1 EXISTING BUILDING AND FOUNDATION TO BE
DEMOLISHED
ELEVATON KEYNOTE :
1 2
3 4
EXISTING TREE TO REMAIN. SEE SHEET
MAXIMUM PROPOSED BUILDING HEIGHT - 35'-0" ABOVE
GRADE
EXISTING TREE TO BE REMOVED. SEE SHEET
1 / T-1
1 / T-1
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
OVERALL EXISTING ELEVATIONS
A-1.5
3/32" = 1'-0" 2
EAST - FACING RESIDENTIAL ELEVATION 3/32" EXISTING
3/32" = 1'-0" 1
WEST - WINCHESTER ELEVATION 3/32" EXISTING
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
1 1 3 1 1 2
15860 WINCHESTER BLVD.
17484 SHELBURNE WAY
1 15880 WINCHESTER BLVD.
1 1
1 1 1 1 2 4 2
2 3
15894 WINCHESTER BLVD.
15880 WINCHESTER BLVD.
1 EXISTING BUILDING AND FOUNDATION TO BE
DEMOLISHED
ELEVATON KEYNOTE :
1 2
3 4
EXISTING TREE TO REMAIN. SEE SHEET
MAXIMUM PROPOSED BUILDING HEIGHT - 35'-0" ABOVE
GRADE
EXISTING TREE TO BE REMOVED. SEE SHEET
1 / T-1
1 / T-1
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
OVERALL EXISTING ELEVATIONS
A-1.6
1/8" = 1'-0" 1
NORTH - SHELBURN ELEVATION EXISTING
1/8" = 1'-0" 2
SOUTH - FACING RESIDENTIAL (NEIGHBOR VIEW) EXISTING
Revision Schedule
1 Planning Response #1 07/20/21
2 3 1 1 1 3 1 1 2 2
15894 WINCHESTER BLVD. 15880 WINCHESTER BLVD. 15880 WINCHESTER BLVD. 17484 SHELBURNE WAY 15860 WINCHESTER BLVD. 2 2 1 2 3 1 2 1 2 2
15860 WINCHESTER BLVD 15880 WINCHESTER BLVD 15894 WINCHESTER BLVD 15830 WINCHESTER
706-708 WINCHESTER
SHELBURNE WAY
1 1 3 1 1 2
17484 SHELBURNE WAY 15860 WINCHESTER BLVD. 15880 WINCHESTER BLVD.
17480 SHELBURNE
WINCHESTER BLVD.
15861 WINCHESTER
1 1 1 1 2 4 2
2 3
15894 WINCHESTER BLVD.
15880 WINCHESTER BLVD.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
OVERALL EXISTING ELEVATIONS
A-1.7
1/16" = 1'-0" 1
EAST - FACING RESIDENTIAL ELEVATION 1/16" EXISTING
1/16" = 1'-0" 2
WEST - WINCHESTER ELEVATION 1/16" EXISTING
1/16" = 1'-0" 3
NORTH - SHELBURN ELEVATION EXISTING 1/16"
1/16" = 1'-0" 4
SOUTH - FACING RESIDENTIAL (NEIGHBOR VIEW) EXISTING 1/16" Revision Schedule
374 1. 6
RAB POTS
"STOP"
M
H
TEL
BOX
TELBOX
D
Y
H
D
Y
H
C3 - 267 SF
C3 - 368 SF C3 - 287 SF
C3 - 306 SF C3 - 162 SF
1 A-1.9
2 A-1.9
WINCHESTER BLVD
SHELBURNE WAY
PROPERTY LINE
PROPERTY LINE
STAIR EXIT DOOR
STAIR EXIT
DOOR
NEW CONCRETE DRIVE APRON
NEW CONCRETE DRIVE APRON
(N) CMU
WALLS
(N) 18" CMU
RETAINING WALL
A.L. COURTYARD
M.C. COURTYARD
EXIT DOOR
A.L. COURTYARD
(N) PROPOSED 2/3 STORY
ASSISTED LIVING FACILITY
250' FIRE HOSE PULL
250' FIRE HOSE
PULL
FIRE APARATUS
FIRE APARATUS
FIRE ACCESS
HATCH FROM
STAIRS
FIRE ACCESS
HATCH FROM
STAIRS
LADDER PAD
LADDER PAD
LADDER PAD
SETBACK LINE
NEW CONCRETE
DRIVE APRON
RED CURB ALONG WINCHESTER
BLVD. AND SHELBURNE WAY
FIRE APARATUS
FIRE DEPARTMENT GENERAL NOTES:
1. FIRE SPRINKLERS REQUIRED: APPROVED AUTOMATIC
SPRINKLER SYSTEMS IN NEW AND EXISTING BUILDINGS AND
STRUCTURES SHALL BE PROVIDED IN THE LOCATIONS DESCRIBED IN THIS SECTION OR IN SECTIONS 903.2.1 THROUGH 903.2.19 WHICHEVER IS THE MORE RESTRICTIVE. FOR THE PURPOSES OF THIS SECTION,
FIREWALLS AND FIRE BARRIERS USED TO SEPARATE BUILDING AREAS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA
BUILDING CODE AND SHALL BE WITHOUT OPENINGS OR
PENETRATIONS. 1. IN OTHER THAN RESIDENTIAL BUILDINGS WHICH
REQUIRE THE INSTALLATION OF FIRE SPRINKLERS FOR ALL NEW
BUILDINGS ACCORDING TO THE CALIFORNIA RESIDENTIAL CODE, AN
AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL NEW BUILDINGS AND STRUCTURES.
2. FIRE ALARM SYSTEM REQUIRED: A MANUAL AND AUTOMATIC
FIRE ALARM SYSTEM SHALL BE INSTALLED IN GROUP R-2, R-2.1, R-2.2 OCCUPANCIES.
3. TIMING OF INSTALLATION: WHEN FIRE APPARATUS ACCESS
ROADS OR A WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED TO
BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE
SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION
EXCEPT WHEN APPROVED ALTERNATIVE METHODS OF PROTECTION
ARE PROVIDED. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT
EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW
ROADWAYS ALLOWS PASSAGE BY VEHICLES IN ACCORDANCE WITH
SECTION 505.2. CONSTRUCTION DOCUMENTS. CONSTRUCTION
DOCUMENTS FOR PROPOSED FIRE APPARATUS ACCESS, LOCATION
OF FIRE LANES, SECURITY GATES ACROSS FIRE APPARATUS ACCESS
AND CONSTRUCTION DOCUMENTS AND HYDRAULIC CALCULATIONS
FOR FIRE HYDRANT SYSTEMS SHALL BE SUBMITTED TO THE FIRE
DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION. CFC SEC. 501.3, 501.4.
4. TWO-WAY COMMUNICATION SYSTEM: TWO-WAY
COMMUNICATION SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL CURRENT EDITIONS OF NFPA 72, THE
CALIFORNIA ELECTRICAL CODE, THE CALIFORNIA FIRE CODE, THE
CALIFORNIA BUILDING CODE, AND THE CITY OR TOWN ORDINANCES,
POLICIES, AND STANDARDS WHERE A TWO-WAY SYSTEM IS BEING INSTALLED. [SCCFD STANDARD DETAILS & SPECIFICATIONS, C-1].
OTHER STANDARDS ALSO CONTAIN DESIGN/INSTALLATION CRITERIA FOR SPECIFIC LIFE SAFETY RELATED EQUIPMENT. THESE OTHER STANDARDS ARE REFERRED TO IN NFPA 72.1
5. EMERGENCY RESPONDER RADIO COVERAGE IN NEW
BUILDINGS: ALL NEW BUILDINGS SHALL HAVE APPROVED RADIO
COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING
BASED UPON THE EXISTING COVERAGE LEVELS OF THE PUBLIC
SAFETY COMMUNICATION SYSTEMS OF THE JURISDICTION AT THE EXTERIOR OF THE BUILDING. THIS SECTION SHALL NOT REQUIRE
IMPROVEMENT OF THE EXISTING PUBLIC SAFETY COMMUNICATION SYSTEMS. REFER TO CFC SEC. 510 FOR FURTHER REQUIREMENTS.
EMERGENCY RADIO RESPONDER COVERAGE REQUIREMENTS
APPLIES TO ALL BUILDINGS. [SCCFD STANDARD DETAILS &
SPECIFICATIONS, C-2].
6. WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES
SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE
PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE
APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO
CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH
PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT
PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO
THE DESIGN OF ANY WATER-BASED FIRE PROTECTION SYSTEMS,
AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE
CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER
TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL
APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE
GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE
REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE
DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE
APPLICANT(S). 2016 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7.
7. ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS
SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS
PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR
BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL,
ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS
NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS.
NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY
MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED
FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR
MEANS SHALL BE
USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
FIRE ACCESS PLAN
A-1.8
1/16" = 1'-0" 1
FIRE ACCESS PLAN
1 2
N
2 2
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR -11' - 0"
2 A-1.9
5' - 0"
ABOVE FINISHED GRADE
34' - 0"
5' - 0"
ABOVE FINISH GRADE
34' - 0"
29' - 7 1/4"
0'-0"
24'-0"
34'-0"
11'-0"
0'-0"
24'-0"
34'-0"
11'-0"
2 A-3.6
3 A-3.6
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR -11' - 0"
1 A-1.9
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
FIRE
APARATUS
FIRE ACCESS LADDER 75.00°
FIRE ACCESS LADDER 75.00°
35' - 0" ABOVE FINISHED GRADE
ABOVE FINISH GRADE
32' - 11 3/4"
44'-0"
50'-1 1/8"
34'-0"
24'-0"
11'-0"
0'-0"
1 A-3.6
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
Job #:
Sheet
Drawn by:
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Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
FIRE ACCESS SECTIONS
A-1.9
3/32" = 1'-0"
1 Section 32 - FIRE ACCESS
3/32" = 1'-0"
2 Section 33 - FIRE ACCESS
1 2
2 2
2 2
2 2
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
PL PL
SETBACK
10' - 0"
2 A-1.9
15830 WINCHESTER
706-708 WINCHESTER
SHELBURNE WAY
3 PL PL
1 A-1.9
17480 SHELBURNE
WINCHESTER BLVD.
15861 WINCHESTER
7' - 5"
3 15830 WINCHESTER BLVD 15830 WINCHESTER BLVD 17480 SHELBURNE WAY 15891 WINCHESTER BLVD 15881 WINCHESTER BLVD 15861 WINCHESTER BLVD 706-708 WINCHESTER BLVD
15891 WINCHESTER BLVD
EXISTING BUILDING AND FOUNDATION TO BE
DEMOLISHED
ELEVATON KEYNOTE :
1 2
3 4
EXISTING TREE TO REMAIN. SEE SHEET
MAXIMUM PROPOSED BUILDING HEIGHT - 35'-0" ABOVE
GRADE
EXISTING TREE TO BE REMOVED. SEE SHEET
1 / T-1
1 / T-1
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
STREETSCAPE ELEVATIONS &
PHOTOS
A-1.10
1/16" = 1'-0" 2
WEST - WINCHESTER ELEVATION
1/16" = 1'-0" 3
NORTH - SHELBURN ELEVATION
STREETSCAPE PHOTOS
1 2
2 Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
UP
UP
UP
A-4.2 1
ELEV
E001A
Room Legend
A
B
C
CONFERENCE
CORRIDOR
ELECTRICAL RM
ELEV
ELEV LOBBY
ELV MACH
GARAGE
GENERATOR
LAUNDRY
LIB. STOR.
LIBRARY
LOADING DOCK
MAINTENANCE
OFFICE
R.R.
RESOURCE RM
SALES
SERVICE ELEV
STAFF LOUNGE
STAIR 1
STAIR 3
STAIR 4
STORAGE
THEATER
TRASH
WATER / BOILER
PARKING STALLS:
STANDARD - 47
ACCESSIBLE - 2
TOTAL: 49
6 5
4 3
2 1
48 47
36 469 SF
B
012
578 SF
C
013
419 SF
TRASH
032
675 SF
LOADING
DOCK
031
8.0%
8' - 9" 5' - 0"
637 SF
LIBRARY
040A
ELEV
E001B
152 SF
STAIR 1
091
453 SF
STAIR 3
093
720 SF
THEATER
041
343 SF
ELEV
LOBBY
039
242 SF
LAUNDRY
042
62 SF
R.R.
047A
408 SF
STAFF
LOUNGE
044
182 SF
MAINTENANCE
043
72 SF
SERVICE
ELEV
E001C
484 SF
ELECTRICAL
RM
035
1 A-3.4
11 35
169 SF
RESOURCE
RM
048
49 123 SF
CONFERENCE
045
2 A-3.4
116 SF
SALES
049
115 SF
SALES
050
55 SF
LIB. STOR.
040B
450 SF
WATER /
BOILER
033
353 SF
A
014
53 SF
ELV
MACH
E002
15' - 8"
288 SF
GENERATOR
034
17116 SF
GARAGE
030
8' - 0"
4.2%
4' - 6" 4' - 6"
2 A-4.3
A-4.0
1 A-4.0
2 1
A-3.5
72 SF
OFFICE
046 2' - 0" 16' - 0" 26' - 6" 16' - 0" 2' - 0"
41 SF
STORAGE
036
OPEN TO
7.4% ABOVE 3.7%
EQ EQ
6' - 0"
8' - 0"
4.2%
267' - 6" 18' - 9"
25' - 8"
11' - 9"
8' - 0" 22' - 0" 8' - 0" 1
1 1
3 3
5 4
3 5
29 22 23 26 27 28
33 41
40 13' - 11"
D
RIV
E
W
A
Y
22' - 7"
7 3.7%
30' - 0"
10' - 0"
1 9
1 A-1.10
2 A-1.10 3
496 SF
B
021
496 SF
B
022
360 SF
A
023
360 SF
A
024
360 SF
A
025
360 SF
A
026
385 SF
A
016
353 SF
A
019
353 SF
A
017
353 SF
A
018
353 SF
A
020
BOX TRUCK
62 SF
R.R.
047B
7' - 9 1/2"
9 1 A-3.3
1972 SF
CORRIDOR
037
210 SF
CORRIDOR
038
134 SF
STAIR 4
094
NO PARKING - PER
TOWN CODE §
29.10155(D)(9)
13 14 16 17 19 20 22 23 25 26
5' - 3" 8' - 6" 8' - 6" 8' - 6" 9' - 6" 9' - 6" 18' - 0" 9' - 6" 18' - 0" 9' - 6" 18' - 0" 9' - 6" 8' - 6" 9' - 6" 9' - 6" 18' - 0" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 3/8" 10 12 15 18 21 24 27 28 29
46 9' - 6" 9' - 6" 18' - 0" 9' - 6" 18' - 0" 9' - 6"
45 44 43 42 41 40 39 38 37 34 33 32 31 30
7 8 9
9' - 6" 18' - 0" 9' - 6" 9' - 6"
2' - 0" 16' - 0" 27' - 6" 16' - 0"
9' - 6" 8' - 6" 9' - 6"
9' - 6" 18' - 0" 9' - 6"
12 12
12 12
12 11
TYP.
11 TYP.
2 A-3.6
1 A-3.6
3 A-3.6
C3
15 SF
C3
15 SF
C3
15 SF
C3
15 SF
C3
15 SF
C3
15 SF
PROPERTY LINE
SETBACK LINE
SPLIT FACE CMU WALL
ADJACENT TO NEIGBOR'S WALL,
6'-0" H. TYP.
ACCESSIBLE WALK
PAVER; S.L.D.
CONCRETE SIDEWALK; S.C.D.
TRASH STAGING AREA
PLAN KEYNOTE :
1 2
3 4
5 LOADING AREA
KNOX KEY SWITCH; FINAL LOCATION
TO BE APPROVED BY FIRE DEPT.
6' HEIGHT METAL GATE AND FENCE
DOUBLE STRIPING PER TOWN CODE
§. 29.10.115(D)(7)
CONTINUOUS CURB WHEEL STOP
PER TOWN CODE §. 29.10.155(H)(1)
BICYCLE RACK; RIBBON STYLE tTO
HOLD FIVE BIKES PER RACK
6 8
1 9 1
10 11
12 3
7 13
PLAN LEGEND :
EXISTING TREE, SEE ARBORIST
REPORT (SHEET T-2 TO T-4) FOR
SIZE AND LOCATION
TREE NUMBER, SEE SHEET T-1 AND
SEE ARBORIST REPORT (SHEET T-2
TO T-4)
BIO SWALE GRASS (C3 AREA) SEE
CIVIL SHEET C5.1 STORMWATER
CONTROL PLAN FOR SPECIFICS
AND CALCULATIONS
#
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
GROUND FLOOR
A-2.0
3/32" = 1'-0" 1
GROUND FLOOR PLAN
RESIDENTIAL ROOMS - GROUND FLOOR
NAME NUMBER AREA
A 014 353 SF
A 016 385 SF
A 017 353 SF
A 018 353 SF
A 019 353 SF
A 020 353 SF
A 023 360 SF
A 024 360 SF
A 025 360 SF
A 026 360 SF
A: 10 3592 SF
B 012 469 SF
B 021 496 SF
B 022 496 SF
B: 3 1461 SF
C 013 578 SF
C: 1 578 SF
Grand total: 14 5631 SF
N
2 2
4 Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
4 Planning Response #4 04/04/22
UP
DN
UP
UP
DN
DN
PROPERTY LINE
7 8
1 A-4.3
A-4.2 1
350 SF
STAIR 1
190
641 SF
C
107
194 SF
STAIR 2
192
198 SF
STAIR 3
193
80 SF
ELEV
E101A
82 SF
ELEV
E101B
1765 SF
ACTIVITY
ROOM
178
2344 SF
A.L.
COURTYARD
198A
1888 SF
DINING
ROOM
166
870 SF
KITCHEN
165
69 SF
SERVICE
ELEV
E101C
597 SF
WELLNESS
CENTER
167
115 SF
NURSE
168 79 SF
ELEC /
DATA
163
974 SF
MC DINING
ROOM
176
139 SF
OFFICE
170
121 SF
RECEPTION
175
62 SF
FIRE CTRL
174
467 SF
LOBBY
LOUNGE
173
1 A-3.4
49 51
52 53
2 A-3.4
1 A-4.5
2 3
4 A-4.6
2 1
4 3
48' - 2 3/4"
1300 SF
A.L.
COURTYARD
198B
2057 SF
MEMORY
CARE
COURTYARD
199
175 SF
DISCOVERY
171
135 SF
ENTRY
172
6' - 2"
210 SF
ELEV
LOBBY
160
A-4.0
1 A-4.0
2 1
A-3.5
OPEN TO
BELOW
116 SF
R.R.
164A
116 SF
R.R.
164B
210 SF
BISTRO
177
10 1/2"
2.1%
1.8%
0.8%
0"
0"
PARKING STALLS:
STANDARD - 4
ACCESSIBLE - 1
TOTAL: 5
271' - 2"
SETBACK
15' - 0"
S
E
T
B
A
C
K
20' - 0"
SETBACK
10' - 0"
S
E
T
B
A
C
K
25' - 0"
13' - 9"
145' - 0"
S
E
T
B
A
C
K
25' - 0" 16' - 6" 128' - 6"
S
E
T
B
A
C
K
20' - 0"
1.4%
1.6%
6' - 0"
6' - 0"
6' - 0"
Room Legend
A
A.L. COURTYARD
ACTIVITY ROOM
B
BISTRO
C
CORRIDOR
DINING ROOM
DISCOVERY
ELEC / DATA
ELEV
ELEV LOBBY
ENTRY
FIRE CTRL
KITCHEN
LOBBY LOUNGE
M.C. UNIT
MC DINING ROOM
MEMORY CARE
COURTYARD
NURSE
OFFICE
R.R.
RECEPTION
SERVICE ELEV
STAIR 1
STAIR 2
STAIR 3
STAIR 4
WELLNESS CENTER
SETBACK
15' - 0" 3' - 9" 60' - 2" 149' - 2" 56' - 2" 5' - 9"
SETBACK
10' - 0"
54 1
1 3
3 1
1 2
4 4
5 A-1.10
2 A-1.10 3
WINCHESTER BLVD
SHELBURNE WAY
40 41
22 23 26
27 28 29
33 37
1 2
3 1963 SF
PORTE
COCHERE
EQ EQ
14' - 10 1/8"
6' - 9" 6' - 9"
409 SF
B
106
360 SF
A
103
360 SF
A
104
359 SF
A
105
677 SF
C
101
385 SF
A
148
385 SF
A
149
360 SF
A
150
360 SF
A
151
409 SF
B
152
409 SF
B
153
479 SF
B
109
385 SF
A
110
396 SF
M.C. UNIT
116
362 SF
M.C. UNIT
119
556 SF
M.C. UNIT
121
511 SF
M.C. UNIT
122
407 SF
M.C. UNIT
123
376 SF
M.C. UNIT
124
376 SF
M.C. UNIT
125
376 SF
M.C. UNIT
126
420 SF
M.C. UNIT
127
420 SF
M.C. UNIT
128
376 SF
M.C. UNIT
129
400 SF
M.C. UNIT
131
376 SF
M.C. UNIT
130
443 SF
M.C. UNIT
133
396 SF
M.C. UNIT
117
362 SF
M.C. UNIT
118
400 SF
M.C. UNIT
132
400 SF
M.C. UNIT
120
9 1 A-3.3
1434 SF
CORRIDOR
162
1114 SF
CORRIDOR
161
107 SF
STAIR 4
194
2 A-3.6
1 A-3.6
3 A-3.6
11 12
12 13 13
PROPERTY LINE
SETBACK LINE
SPLIT FACE CMU WALL
ADJACENT TO NEIGBOR'S WALL,
6'-0" H. TYP.
ACCESSIBLE WALK
PAVER; S.L.D.
CONCRETE SIDEWALK; S.C.D.
TRASH STAGING AREA
PLAN KEYNOTE :
1 2
3 4
5 LOADING AREA
KNOX KEY SWITCH; FINAL LOCATION
TO BE APPROVED BY FIRE DEPT.
6' HEIGHT METAL GATE AND FENCE
DOUBLE STRIPING PER TOWN CODE
§. 29.10.115(D)(7)
CONTINUOUS CURB WHEEL STOP
PER TOWN CODE §. 29.10.155(H)(1)
BICYCLE RACK; RIBBON STYLE tTO
HOLD FIVE BIKES PER RACK
6 8
1 9 1
10 11
12 3
7 13
PLAN LEGEND :
EXISTING TREE, SEE ARBORIST
REPORT (SHEET T-2 TO T-4) FOR
SIZE AND LOCATION
TREE NUMBER, SEE SHEET T-1 AND
SEE ARBORIST REPORT (SHEET T-2
TO T-4)
BIO SWALE GRASS (C3 AREA) SEE
CIVIL SHEET C5.1 STORMWATER
CONTROL PLAN FOR SPECIFICS
AND CALCULATIONS
#
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
1ST FLOOR
A-2.1
3/32" = 1'-0" 1
01 - FIRST FLOOR
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
M.C. UNIT 131 400 SF
M.C. UNIT 132 400 SF
M.C. UNIT 133 443 SF
M.C. UNIT: 18 7351 SF
Grand total: 32 13331 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
M.C. UNIT 125 376 SF
M.C. UNIT 126 376 SF
M.C. UNIT 127 420 SF
M.C. UNIT 128 420 SF
M.C. UNIT 129 376 SF
M.C. UNIT 130 376 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
M.C. UNIT 119 362 SF
M.C. UNIT 120 400 SF
M.C. UNIT 121 556 SF
M.C. UNIT 122 511 SF
M.C. UNIT 123 407 SF
M.C. UNIT 124 376 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
C 101 677 SF
C 107 641 SF
C: 2 1319 SF
M.C. UNIT 116 396 SF
M.C. UNIT 117 396 SF
M.C. UNIT 118 362 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
A 151 360 SF
A: 8 2955 SF
B 106 409 SF
B 109 479 SF
B 152 409 SF
B 153 409 SF
B: 4 1707 SF
RESIDENTIAL ROOMS - FIRST FLOOR
NAME NUMBER AREA
A 103 360 SF
A 104 360 SF
A 105 359 SF
A 110 385 SF
A 148 385 SF
A 149 385 SF
A 150 360 SF
N
1 2
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
4 Planning Response #4 04/04/22
4 4
DN
DN
UP
DN
UP
1 A-4.3
A-4.2 1
446 SF
B
206
369 SF
A
207
595 SF
C
208
479 SF
B
209
385 SF
A
210
353 SF
A
211
353 SF
A
212
353 SF
A
213
353 SF
A
214
385 SF
A
215
511 SF
C
216
353 SF
A
219
539 SF
C
221
496 SF
B
222
390 SF
A
223
360 SF
A
224
360 SF
A
225
390 SF
A
226
446 SF
B
227
446 SF
B
228
409 SF
B
229
360 SF
A
231
385 SF
A
245
378 SF
A
234
400 SF
B
238
224 SF
STAIR 2
292
Room Legend
A
B
C
CORRIDOR
ELEC / DATA
ELEV
ELEV LOBBY
HOUSEKEEPING
JANITOR CLOSET
LOUNGE
SALON /
THERAPY
STAIR 1
STAIR 2
STAIR 3
360 SF
A
230
426 SF
B
233
435 SF
LOUNGE
265
446 SF
B
201
400 SF
B
202
400 SF
B
203
360 SF
A
204
360 SF
A
205
385 SF
A
217
353 SF
A
218
385 SF
A
232
191 SF
STAIR 1
291
350 SF
SALON /
THERAPY
264
390 SF
A
220
192 SF
STAIR 3
293
353 SF
A
236
353 SF
A
237
390 SF
A
235
446 SF
B
239
429 SF
B
240
360 SF
A
244
390 SF
A
242
360 SF
A
243
400 SF
B
241
463 SF
B
246
385 SF
A
247
385 SF
A
248
417 SF
B
249
360 SF
A
250
360 SF
A
251
400 SF
B
252
446 SF
B
253
141 SF
ELEV
LOBBY
260
93 SF
ELEC /
DATA
263
136 SF
HOUSEKEEPING
262
1 A-3.4
2 A-3.4
1 A-4.5
2 3
4 A-4.6
2 1
4 3
42 SF
JANITOR
CLOSET
261
A-4.0
1 A-4.0
2 1
A-3.5
97 SF
ELEV
E201A
92 SF
ELEV
E201B
6' - 2"
SETBACK
15' - 0"
S
E
T
B
A
C
K
20' - 0"
SETBACK
10' - 0"
S
E
T
B
A
C
K
25' - 0" 145' - 0"
S
E
T
B
A
C
K
25' - 0" 16' - 6" 128' - 6"
S
E
T
B
A
C
K
20' - 0"
SETBACK
15' - 0" 3' - 9" 60' - 2" 43' - 6" 60' - 2" 45' - 6" 5' - 9"
SETBACK
56' - 2" 10' - 0"
5' - 9" 265' - 6" 3' - 9"
A-1.10
2 A-1.10 3
1 1 A-3.3
5' - 0" 15' - 0"
24' - 0 1/8"
3639 SF
CORRIDOR
266
2 A-3.6
1 A-3.6
3 A-3.6
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
2ND FLOOR
A-2.2
3/32" = 1'-0" 1
SECOND FLOOR PLAN
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
B 233 426 SF
B 238 400 SF
B 239 446 SF
B 240 429 SF
B 241 400 SF
B 246 463 SF
B 249 417 SF
B 252 400 SF
B 253 446 SF
B: 18 7795 SF
C 208 595 SF
C 216 511 SF
C 221 539 SF
C: 3 1645 SF
Grand total: 53 21257 SF
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
A 250 360 SF
A 251 360 SF
A: 32 11817 SF
B 201 446 SF
B 202 400 SF
B 203 400 SF
B 206 446 SF
B 209 479 SF
B 222 496 SF
B 227 446 SF
B 228 446 SF
B 229 409 SF
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
A 225 360 SF
A 226 390 SF
A 230 360 SF
A 231 360 SF
A 232 385 SF
A 234 378 SF
A 235 390 SF
A 236 353 SF
A 237 353 SF
A 242 390 SF
A 243 360 SF
A 244 360 SF
A 245 385 SF
A 247 385 SF
A 248 385 SF
RESIDENTIAL ROOMS - SECOND FLOOR
NAME NUMBER AREA
A 204 360 SF
A 205 360 SF
A 207 369 SF
A 210 385 SF
A 211 353 SF
A 212 353 SF
A 213 353 SF
A 214 353 SF
A 215 385 SF
A 217 385 SF
A 218 353 SF
A 219 353 SF
A 220 390 SF
A 223 390 SF
A 224 360 SF
N
Revision Schedule
DN
DN
1 A-4.3
97 SF
ELEV
E301A
92 SF
ELEV
E301B
191 SF
STAIR 1
391 224 SF
STAIR 2
392
348 SF
LOUNGE
364
430 SF
FITNESS
365
1 A-3.4
141 SF
ELEV
LOBBY
360
94 SF
ELEC /
DATA
363
137 SF
HOUSEKEEPING
362
2 A-3.4
SETBACK
10' - 0"
SETBACK
15' - 0"
1 A-4.5 2
3 4
A-4.6 2
1 4
3 42 SF
JANITOR
CLOSET
361
2 A-4.3
A-4.0 1
A-4.0 2
1 A-3.5
Room Legend AB
CORRIDOR
ELEC / DATA
ELEV
ELEV LOBBY
ELEV. MACH
FITNESS
HOUSEKEEPING
JANITOR CLOSET
LOUNGE
STAIR 1
STAIR 2
VISTA TERRACE
4.0%
4.0%
SETBACK
25' - 0"
275' - 0"
SETBACK
15' - 0" 3' - 9" 60' - 2" 43' - 6" 60' - 2" 107' - 5" SETBACK 10' - 0"
SETBACK
20' - 0"
A-1.10 2
8.3% 8.3%
6' - 2"
71 SF
ELEV.
MACH
366
2587 SF
VISTA
TERRACE
367
24' - 4"
17' - 10"
446 SF B
306
467 SF B
301
400 SF B
302
400 SF B
303
360 SF A
304
360 SF A
305
385 SF A
348
417 SF B
349
360 SF A
350
360 SF A
351
400 SF B
352
467 SF B
353
378 SF A
334
400 SF B
338
354 SF A
336
354 SF A
337
390 SF A
335
467 SF B
339
467 SF B
340
360 SF A
344
390 SF A
342
360 SF A
343
400 SF B
341
385 SF A
345
463 SF B
346
385 SF A
347
1 A-3.3
2504 SF
CORRIDOR
366
2 A-3.6
1 A-3.6
3 A-3.6
22' - 6"
4.0%
4.0%
6.1 1
.
0%
%
6.6%
6.6%
6.6%
4.0%
22' - 6 3/8" 22' - 6 5/8"
4.0%
4.0% 4.0%
4.0%
6.5% 6.5%
6 .5%6.5% 1.0%
6.5%
1.0%
6 .6%
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
3RD FLOOR
A-2.3
3/32" = 1'-0"
1 THIRD FLOOR
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
B 341 400 SF
B 346 463 SF
B 349 417 SF
B 352 400 SF
B 353 467 SF
B: 12 5196 SF
Grand total: 26 10376 SF
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
A 348 385 SF
A 350 360 SF
A 351 360 SF
A: 14 5180 SF
B 301 467 SF
B 302 400 SF
B 303 400 SF
B 306 446 SF
B 338 400 SF
B 339 467 SF
B 340 467 SF
RESIDENTIAL ROOMS - THIRD FLOOR
NAME NUMBER AREA
A 304 360 SF
A 305 360 SF
A 334 378 SF
A 335 390 SF
A 336 354 SF
A 337 354 SF
A 342 390 SF
A 343 360 SF
A 344 360 SF
A 345 385 SF
A 347 385 SF
N
Revision Schedule
1 A-4.3
A-4.2
1 1
A-3.4
2 A-3.4
1 A-4.5 2
3 4
A-4.6 2
1 4
3 2
A-4.3
A-4.0 1
A-4.0 2
1 A-3.5
A-1.10 2
A-1.10
3 1
A-3.3
2 A-3.6
1 A-3.6
3 A-3.6
ROOFTOP
MECHANICAL
EQUIPMENT
DS
ROOFTOP
MECHANICAL
EQUIPMENT
DS
DS DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
ROOF
A-2.4
3/32" = 1'-0"
1 ROOF (BASE)
N
3 3
3 4
Revision Schedule
3 Planning Response #3 12/10/21
4 Planning Response #4 04/04/22
370 4. 5
371 4. 5
369 8. 8
381 2. 0
374 1. 6
380 7. 2
378 4. 0
373 2. 3
373 3. 6
378 1. 6
375 3. 1
374 8. 6
374 4. 6
381 9. 0
378 0. 5
380 5. 7
380 4. 0
380 4. 5
379 5.
3 1
82 1. 2
371 4. 9
S
H
E
L
B
U
R
N
E
WAY
G
A
T
E
8' C
L
F
12" C
L
O
T
A
G
#
4 3
12" C
L
O
T
A
G
#
2 2
3 7
0 5. 7
15" C
L
O
T
A
G
#
2 3
3 7
0.4 2
16" C
L
O
T
A
G
#
2 5
3 7
0 8. 9
8" B
K
W
N
T
A
G
#
2 6
3 7
0.6 3
11" C
L
O
T
A
G
#
2 7
3 6
9.6 0
11" B
K
W
N
T
A
G
#
2 8
3 7
0 0. 8
7" C
L
O
T
A
G
#
2 9
3 6
9.9 0
3 71.51
7" T
R
E
E
3 71.3
4 6" B
K
W
N
T
A
G
#
31 3
71.4 5
15" E
G
W
N
T
A
G
#
3 3
3 7
2.31 19" C
L
O
T
A
G
#17
3 7
7.7 5
2 5" B
K
W
N
T
A
G
#
3 5
3 81.2
0 2
5" C
L
O
T
A
G
#
41 3
71.4 8
15" O
A
K
T
A
G
#
4 0
3 7
0.9 5
T
A
G
#
4 0
3 71.4
2 15" C
L
O
T
A
G
#1
3 7
4.17 17" 3, 2" C
L
O
T
A
G
#
2 3
7 7.0
5 17",2
6" C
L
O
T
A
G
#
3 3
7 7.6
6 5",6" B
K
W
N
T
A
G
#
6 3
8 0.13
3 7
5.0 7
5,"6",7"
H
O
L
L
Y
O
A
K
T
A
G
#10
2 7" C
L
O
T
A
G
#
9 3
8 0.9
6 6" C
L
O
T
A
G
#13
12" T
R
E
E
3 7
4.9 8
C
O
N
C
P
A
D
C
O
N
C
D
RIV
E
W
A
Y
C
O
N
C
W
A
L
K
C
O
N
C
D
RIV
E
W
A
Y
AC
B
E
R
M
382 0. 1
371 6. 5
377 5. 2
375 4. 5
373 5. 9
372 3. 6
370 2. 0
381 3. 9
380 3. 0
380 2. 6
381.85
E
XIS
TIN
G
S
T
R
U
C
T
U
R
E
E
XIS
TIN
G
S
T
R
U
C
T
U
R
E
E
XIS
TIN
G
S
T
R
U
C
T
U
R
E
E
XIS
TIN
G
S
T
R
U
C
T
U
R
E
S
T
R
U
C
T
U
R
E
GNI TSI XE
ERUT CURTS
B
L
D
G
C
O
R
3 8
2.0 7
B
L
D
G
C
O
R
3 81.2
7 B
L
D
G
C
O
R
3 7
3.4 2
B
L
D
G
C
O
R
3 7
3.2 5
3 7
4.7 0
3 81.8
5 B
L
D
G
C
O
R
B
L
D
G
C
O
R
3 7
0.3 5
C
O
N
C W
A
L
L
LL AW CNOC
T
O
P
W
A
L
L
=
3 8
3.0 6
T
O
P
W
A
L
L
=
3 7
9.2 2
T
O
P
W
A
L
L
=
3 7
6.2 5
M
H
C
T
V
C
T
V
T
E
L
T
E
L
B
O
X
C
O
N
C
W
A
L
K
9" C
L
O
T
A
G
#
3 0
3 7
0.7 4
10" B
K
W
N
T
A
G
#
3 7
3 7
9.0 2
18" W
N
3 7
7.4 4
10" T
R
E
E
3 81.4
7 3
8 2.4
4 FL C' 8
P
G
&
E
B
O
X
E
L
E
C
B
O
X
S
T
R
U
C
T
U
R
E
B
L
D
G
C
O
R
3 6
7.6 0
379 0. 1
381 8. 3
381 1. 7
380 3. 6
378 6. 1
376 2. 7
372 0. 1
370 1. 7
369 1. 7
BW
383 1. 5
382 6. 0
380 3. 8
379 8. 5
379 8. 8
368 9. 9
CT / CF
3 8
3 5. 5
3 8
3 9. 8
T
C
/
F
C
383.63
TC/F
38 C
2.95 TC/F
38 C
2.85 TC/FC
383.09
TC/FC
368 6. 2
L PI
GUTTER
383 5. 5
CROWN
S
H
E
L
B
U
R
N
E
WAY (A
P
U
B
LIC
S
T
R
E
E
T)
6 0' WID
E
F
R
A
N
D
L
E
K
Y
L
E
5 2
9-11-014
F
R
A
N
D
L
E
K
Y
L
E
A
N
D
K
A
5 2
9-11-0
31 R
O
B
E
R
T &
L
O
UIS
5 2
9-11-0
4 9
WALL
0.86' OUT
WALL
1.2' IN
WALL
0.2' OUT
WALL
0.1' OUT
18.9'
30.0'
' 2. 61 ' 2. 03
21.0'
21.0'
' 6. 02
4 0.2'
3 4.2'
' 2. 31
' 3. 81
2 0.2'
2 2.2'
' 0. 32
' 1. 01 ' 1. 01
6.2'
6.2'
HIG
H
P
OIN
T
3 9
7.2 3
HIG
H
P
OIN
T
3 8
6.3 3
C3 - 267 SF
C3 - 368 SF C3 - 287 SF
C3 - 306 SF C3 - 162 SF
1 A-4.3
A-4.2 1
1 A-4.5
2 3
4 A-4.6
2 1
4 3
2 A-4.3
A-4.0
1 A-4.0
2 A-1.10
2 A-1.10 3
1 A-3.3
DS
DS
DS DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
ROOF AREA
623 SF
ROOF AREA
549 SF
ROOF AREA
678 SF
ROOF AREA
398 SF
ROOF DECK AREA
1,075 SF
ROOF AREA
456 SF
ROOF AREA
1,001 SF
DS DS
ROOF AREA
721 SF
DS
2.9%
2.9%
2.9%
2.9%
2.9%
2.9%
2.4% 2.4%
2.2%
2.2%
2.0%
2.0 %
2.0 %
2.0 %
1.3%
3.5%
2.9%
2.9%
2.9%
2.9%
2.4% 2.4%
ROOF AREA
1,353 SF
3.5%
2.7%
PODIUM
AREA
2,542 SF
PODIUM
AREA
1,623 SF
ROOF AREA
379 SF
ROOF AREA
939 SF
ROOF AREA
939 SF
ROOF AREA
1,181 SF
ROOF AREA
840 SF
ROOF AREA
997 SF
ROOF AREA
1,054 SF
ROOF AREA
1,120 SF
ROOF AREA
1,094 SF
ROOF AREA
1,112 SF
ROOF AREA
1,117 SF
ROOF AREA
829 SF
ROOF AREA
626 SF
ROOF AREA
617 SF ROOF AREA
622 SF
ROOF AREA
623 SF
DS DS
DS
ROOF AREA
546 SF
ROOF AREA
456 SF
ROOF AREA
479 SF
ROOF AREA
400 SF
ROOF AREA
321 SF
ROOF AREA
199 SF
ROOF AREA
197 SF
ROOF AREA
188 SF
ROOF AREA
197 SF
ROOF AREA
318 SF
ROOF AREA
381 SF
ROOF AREA
401 SF
DS
ROOF DECK AREA
1,075 SF
ROOF AREA
566 SF
ROOF AREA
623 SF
DS
ROOF AREA
343 SF
DS
DS DS
ROOF AREA
379 SF
ROOF AREA
379 SF
ROOF AREA
389 SF
ROOF AREA
524 SF
ROOF AREA
532 SF
ROOF AREA
554 SF
ROOF AREA
511 SF
ROOF AREA
440 SF
ROOF AREA
422 SF
ROOF AREA
529 SF
ROOF AREA
266 SF
ROOF AREA
713 SF
ROOF AREA
489 SF
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
ROOF DRAIN AREA PLAN
A-2.5
3/32" = 1'-0" 1
ROOF DRAIN AREA PLAN - REVISED DMAs N
4 4
Revision Schedule
4 Planning Response #4 04/04/22
TO HELP REDUCE THE BUILDING
MASS, WE REMOVED THIS PORTION
OF THE BUILDING AND LOWERED
THE THIRD FLOOR UNITS ABOVE IT
DOWN TO THIS LEVEL
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING
- NORTH ELEVATIONS
COMPARISION
A-3.0
12" = 1'-0" 1
RENDERING - NORTH ELEVATON (SHELBURNE WAY) WITHOUT REDUCE UNITS 12" = 1'-0" 2
RENDERING - NORTH ELEVATON (SHELBURNE WAY) REDUCE UNITS Revision Schedule
IN AN EFFORT TO REDUCE THE BUILDING
MASS, WE REMOVED THIS PORTION OF
THE BUILDING AND LOWERED THE THIRD
FLOOR UNITS ABOVE IT DOWN TO THIS
LEVEL
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING
- EAST ELEVATIONS
COMPARISION
A-3.1
1/8" = 1'-0"
2 EAST - VIEW OF REDUCED PROPOSED STRUCTURE FROM GARDEN WALKWAY 1/8" = 1'-0" 1
EAST - VIEW OF ORIGINAL PROPOSED STRUCTURE FROM GARDEN WALKWAY 1/8" = 1'-0" 3
NORTH - SHELBURNE PERSPECTIVE
Revision Schedule
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR -11' - 0"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
PL PL
Area:340 SF
ABOVE NATURAL GRADE
33' - 8 1/8"
ABOVE NATURAL GRADE
31' - 11 1/4"
ABOVE NATURAL GRADE
35' - 0"
ABOVE NATURAL GRADE
35' - 0"
6' - 1 3/8"
50'-1 1/8"
44'-0"
34'-0"
24'-0"
11'-0"
0'-0"
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
Area : 232.1 SF
ABOVE NATURAL GRADE
35' - 0"
ABOVE NATURAL GRADE
35' - 0"
6' - 1 3/8"
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
NORTH - SHELBURNE ELEVATION - VARIANCE EXHIBIT
A-3.2
1/8" = 1'-0"
1 NORTH - SHELBURN ELEVATION - VARIANCE EXHIBIT
2 1/8" = 1'-0"
2 NORTH - SHELBURNE ELEVATON
Revision Schedule
2 Planning Response #2 11/01/21
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR -11' - 0"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
PL
PL
Area:507 SF
50'-1 1/8"
44'-0"
34'-0"
24'-0"
11'-0"
0'-0"
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
SOUTH - FACING RESIDENTIAL
ELEVATIONS - VARIANCE EXHIBIT
A-3.3
1/8" = 1'-0"
1 SOUTH - FACING RESIDENTIAL (NEIGHBOR VIEW) - VARIANCE EXHIBIT 1/8" = 1'-0"
2 SOUTH - FACING RESIDENTIAL
2 Revision Schedule
2 Planning Response #2 11/01/21
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR -11' - 0"
PL
PL
SETBACK
25' - 0"
1 A-3.5
A
345A
245
A
212
DINING
ROOM
166
C
013
A.L.
COURTYARD
198A
GARAGE
030
LIB. STOR.
040B
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 ABOVE FINISH GRADE
33' - 0"
ABOVE FINISH GRADE
34' - 0"
44'-0"
50'-1 1/8"
34'-0"
24'-0"
11'-0"
0'-0"
SETBACK
20' - 0"
THIRD FLOOR SETBACK
37' - 9"
6' - 7"
1 A-3.6
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR -11' - 0"
PL PL
SETBACK
25' - 0"
SETBACK
20' - 0"
GARAGE
030
A
017
M.C. UNIT
117 A
217
MEMORY
CARE
COURTYARD
199
A.L.
COURTYARD
198B
1 A-3.5
LAUNDRY
042
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 ABOVE FINISH GRADE
33' - 4"
ABOVE FINISH GRADE
34' - 1"
50'-1 1/8"
44'-0"
34'-0"
24'-0"
11'-0"
0'-0"
1 A-3.6
SPANISH TILE ROOF
ELEVATION KEYNOTE : 123456789
10 11
12 13
14 15
16 17
18 RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
BUILDING SECTIONS
A-3.4
1" = 10'-0"
1 NORTH / SOUTH SECTION 1
1" = 10'-0"
2 NORTH / SOUTH SECTION 2
2 2
2 2
2 2
2 Revision Schedule
2 Planning Response #2 11/01/21
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR
-11' - 0"
1 A-3.4
2 A-3.4
B
222
M.C. UNIT
122
B
022
CONFERENCE
045
STAFF
LOUNGE
044
MAINTENANCE
043
LAUNDRY
042
ELEV
LOBBY
039
MC DINING
ROOM
176
ELEV
E001B
ELEV
E001A
THEATER
041
ACTIVITY
ROOM
178
HOUSEKEEPING
262
HOUSEKEEPING
362
ELEC /
DATA
363
ELEC /
DATA
263
A
245
A
345
B
346
A
347
A
247
B
246
DINING
ROOM
166
WELLNESS
CENTER
167
NURSE
168
WELLNESS
CENTER
167
LOUNGE
265
FITNESS
365
LIBRARY
040A
GARAGE
030
C
107
A
207
MEMORY
CARE
COURTYARD
199
M.C. UNIT
133
B
233
ELEC /
DATA
163
JANITOR
CLOSET
361
JANITOR
CLOSET
261
PL PL
SETBACK
15' - 0" MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 A
B
O
V
E
FINIS
H
G
R
A
D
E
32' - 9 1/4"
A
B
O
V
E
FINIS
H
G
R
A
D
E
34' - 0" 5' - 3 1/4"
34'-0"
24'-0"
11'-0"
0'-0"
34'-0"
24'-0"
44'-0"
50'-1 1/8"
11'-0"
0'-0"
THIRD FLOOR SETBACK
45' - 1"
2 A-3.6
3 A-3.6
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
SPANISH TILE ROOF
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
BUILDING SECTIONS
A-3.5
3/32" = 1'-0" 1
EAST / WEST SECTION
2 2
2 Revision Schedule
2 Planning Response #2 11/01/21
PL PL
SETBACK
15' - 0"
32 THIRD FLOOR SETBACK
45' - 1"
ROOFTOP MECHANICAL EQUIPMENT ROOFTOP MECHANICAL EQUIPMENT PL
PL
ROOFTOP MECHANICAL EQUIPMENT
PL PL
SETBACK
25' - 0"
SETBACK
20' - 0"
32 ROOFTOP MECHANICAL EQUIPMENT
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
ROOF SCREEN ANALYSIS
- BUILDING
SECTIONS
A-3.6
1/16" = 1'-0" 1
EAST / WEST SECTION - SIGHT LINE EXHIBIT
1/16" = 1'-0" 2
NORTH / SOUTH SECTION 1 - SIGHT LINE EXHIBIT
1/16" = 1'-0" 3
NORTH / SOUTH SECTION 2 - SIGHT LINE EXHIBIT
3 Revision Schedule
3 Planning Response #3 12/10/21
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
ROOF SCREEN ANALYSIS - PERSPECTIVES
A-3.7
1 3D View 4
2 3D View 5
3 3D View 6
4 3D View 7
5 3D View 8
VIEW
8 1" = 100'-0"
KEY PLAN
VIEW
7 VIEW
6 VIEW
5 VIEW
4 3
Revision Schedule
3 Planning Response #3 12/10/21
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
1 A-3.4
2 A-3.4
A-4.1
1 A-4.1
2 1 2 3
1 2 3 1 2 3
1 2 3
5 6 6
7 7
17 8
14 TYP.
16 15
20 19
17 TYP.
TYP.
21 10
TYP.
22 22
23 11
12 PL
PL
SETBACK
10' - 0"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 1
1 2
A-3.6
3 A-3.6
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
1 A-3.4
2 A-3.4 A-4.4
1 A-4.4
2 1
1 1
1 6
5 13
24 17 12
4 2 3
7 5 5
6 17
10 8
5 6
18 2 3
11 9
TYP. TYP.
TYP.
TYP.
16 9
8 8
7 TYP.
18 13 18
14 15
19 7
TYP.
8 5 6
6 6 5 6 6
5 5 5
PL PL
29 MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
6 32
1 A
B
O
V
E
FINIS
H
G
R
A
D
E
35' - 0"
50'-1 1/8"
44'-0"
34'-0"
24'-0"
11'-0"
0'-0"
2 A-3.6
3 A-3.6
SPANISH TILE ROOF
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
OVERALL BUILDING ELEVATIONS
A-4.0
3/32" = 1'-0" 1
WEST - WINCHESTER ELEVATION
3/32" = 1'-0" 2
EAST - FACING RESIDENTIAL ELEVATION
2 2
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
2 1 3
7 19
13 22 14 5 17 22
6 5
6 14 23 10 7 20
19 12
8 2 1 3 2 1 3
7 7
2 1 3
5 6
5 6
23 10
8 15
15 TYP.
TYP.
26 20
16 19
PL
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
30 32
1 1
A
B
O
V
E
FINIS
H
G
R
A
D
E
35' - 0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
21 3 2 1
6 5
24 7
10 17 11 14
8 14 24 7 20
6 5
5 PL
SETBACK
10' - 0"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 1
1 A
B
O
V
E
FINIS
H
G
R
A
D
E
35' - 0"
SPANISH TILE ROOF
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
BUILDING ELEVATIONS
- WEST
A-4.1
1/8" = 1'-0" 1
WEST - WINCHESTER ELEVATION - AL
1/8" = 1'-0" 2
WEST - WINCHESTER ELEVATION - MC
CONTINUE AT 2/A4.1
CONTINUE AT 1/A4.1
2 2
3 Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
3 Planning Response #3 12/10/21
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR
-11' - 0"
2 3 1 1 2 3
1 2
3 8
7 19
12 7
10 13
15 28
25 7
9 20
16 7
17 PL PL
15 24
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 1
1 7' - 1" 4' - 0" 6' - 0" 4' - 0" 5' - 9"
25' - 6"
35' - 0"
A
B
O
V
E
N
A
T
U
R
AL G
R
A
D
E
35' - 0"
A
B
O
V
E
N
A
T
U
R
AL G
R
A
D
E
35' - 0"
6' - 1 3/8"
34'-0"
24'-0"
11'-0"
0'-0"
44'-0"
50'-1 1/8"
50' - 1 1/8" T
O
HIG
H
E
S
T
P
OIN
T
HIGHEST POINT
SPANISH TILE ROOF
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
BUILDING ELEVATIONS
- NORTH
A-4.2
1/8" = 1'-0" 1
NORTH - SHELBURN ELEVATION
2 2
3 3
Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
3 Planning Response #3 12/10/21
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR
-11' - 0"
PL
6' - 0" T
Y
P.
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 1
1 2
1 1
1 PL
22 A
B
O
V
E
FINIS
H
G
R
A
D
E
34' - 0"
50'-1 1/8"
34'-0"
24'-0"
11'-0"
44'-0"
0'-0"
01 - FIRST FLOOR
0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
00 - GROUND
FLOOR
-11' - 0"
1 4
2 3
8 7
7 8
12 19
13 9 11 18 16
10 17
21 PL PL
27 MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
31 30 31 30 31
32 1
1 A
B
OV
E
G
RA
D
E
3 5' - 0".
A
B
O
V
E
FINIS
H
G
R
A
D
E
24' - 7"
A
B
O
V
E
FINIS
H
G
R
A
D
E
34' - 0"
50'-1 1/8"
34'-0"
24'-0"
0'-0"
11'-0"
SPANISH TILE ROOF
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
BUILDING ELEVATIONS
- SOUTH
A-4.3
1/8" = 1'-0" 1
SOUTH - FACING RESIDENTIAL (NEIGHBOR VIEW)
1/8" = 1'-0" 2
SOUTH - FACING RESIDENTIAL
2 2
2 2
2 2
3 Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
3 Planning Response #3 12/10/21
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
1 2 3 4
6 7
24 9
7 12
8 18 13
17 11 12
16 6
5 8
19 MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 1
1 A
B
O
V
E
FINIS
H
G
R
A
D
E
35' - 0"
44'-0"
50'-1 1/8"
34'-0"
24'-0"
11'-0"
0'-0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
00 - GROUND
FLOOR
-11' - 0"
1 2 3 4
6 5
6 8
11 13
17 10
16 12 14
15 18
6 5
1 7
2 4
3 24
8 8
9 MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
31 32
1 1
A
B
O
V
E
FINIS
H
G
R
A
D
E
35' - 0"
50'-1 1/8"
44'-0"
34'-0"
24'-0"
11'-0"
0'-0"
SPANISH TILE ROOF
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
GENERAL NOTES :
A. ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO ENERGY DISSIPATERS (SPLASH BLOCKS) AT ALL LOCATIONS. NO IMPROVEMENTS SHALL OBSTRUCT OR DIVERT RUNOFF TO THE DETRIMENT OF AN ADJACENT DOWNSTREAM OR DOWN SLOPE PROPERTY. INSTEAD, STORMWATER TO BE TREATED ONSITE BY MEANS OF BIOTREATMENT. PLEASE SEE CIVIL STORMWATER MANAGEMENT PLAN FOR MORE INFORMATION.
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
BUILDING ELEVATIONS
- EAST
A-4.4
CONTINUE AT 2/A4.4
CONTINUE AT 1/A4.4
1/8" = 1'-0" 1
EAST - FACING RESIDENTIAL ELEVATION - MC
1/8" = 1'-0" 2
EAST - FACING RESIDENTIAL ELEVATION - AL
2 2
3 Revision Schedule
1 Planning Response #1 07/20/21
2 Planning Response #2 11/01/21
3 Planning Response #3 12/10/21
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
35' - 2" 27' - 4" 19' - 6" 6' - 10"
9 3 2 1
10 13 17
12 7
8 4
24 14
15 16
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 6' - 8" 4' - 0" 6' - 0" 4' - 0" 6' - 8"
327' - 4" 4' - 0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
17 26
15 19
12 7
8 4 3 2 1
10 9
5 6
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
27' - 8" 19' - 6" 6' - 0" 34' - 8"
5' - 11" 5' - 9 7/8" 5' - 9 7/8" 5' - 11"
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 1
6' - 10" 4' - 0" 6' - 0" 4' - 0" 6' - 10"
27' - 8"
A
B
O
V
E
FINIS
H
G
R
A
D
E
35' - 0"
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
22 20
24 17
13 7
3 2
1 4
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
A
B
O
V
E
FINIS
H
G
R
A
D
E
35' - 0"
N
A.L. COURTYARD
WINCHESTER BLVD.
SHELBURNE WAY
SPANISH TILE ROOF
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
COURTYARD ELEVATIONS
- ASSISTED LIVING
A-4.5
1/8" = 1'-0" 1
AL COURTYARD - NORTH
1/8" = 1'-0"
2 AL COURTYARD - EAST
1/8" = 1'-0" 3
AL COURTYARD - SOUTH
1/8" = 1'-0"
4 AL COURTYARD - WEST
1 1
1 1
1 1
Revision Schedule
1 Planning Response #1 07/20/21
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
34' - 8" 27' - 4" 19' - 6"
10 8
7 12
16 19
8 17 13
20 22
3 2 1
4 9
24 7
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8" 32
1 01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
17 12 7 10
8 3 2 1
26 8
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
3' - 9" 4' - 0" 4' - 0" 3' - 9"
32 ABOVE EXISTING GRADE
01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
16' - 0" 16' - 0" 15' - 0"
2' - 0 3/8"
3 2 1
13 10
8 9
7 19
12 21
17 20
9 MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 01 - FIRST FLOOR
0"
02 - SECOND
FLOOR
13' - 0"
03 - THIRD FLOOR
23' - 0"
ROOF (BASE)
33' - 0"
22 14
13 19
2 1
3 17
MAXIMUM
PROPOSED
HEIGHT
39' - 1 1/8"
32 A
B
O
V
E
FINIS
H
E
D
G
R
A
D
E
35' - 0"
WINCHESTER BLVD.
SHELBURNE WAY
N
SPANISH TILE ROOF M.C. COURTYARD
ELEVATION KEYNOTE :
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
RAFTER TAIL
CORNICE
ROOF GUTTER
CEMENT PLASTER WITH PAINT FINISH - SHERMAN
WILLIAMS 7066 GRAY MATTERS
CEMENT PLASTER WITH PAINT FINISH- SHERMAN
WILLIAMS 7067 CITYSCAPE
EXTERIOR WALL TRIM
FIXED WINDOW
SINGLE HUNG WINDOW
CASEMENT WINDOW
SINGLE DOOR
DOUBLE DOOR
BRACED WOOD TRELLIS
ARCHITECTURAL COLUMN
CORNICE CROWN
EXTERIOR CHANDELIER
LINEAR CARRIAGE LIGHT
BELLY BAND
19 20
21 22
23 PATIO METAL RAILING
COURTYARD WALL
CHIMNEY - CEMENT PLASTER FINISH, EXTERIOR TRIM,
COPPER CROWN
SPLIT FACE CMU WALL ADJACENT TO NEIGBOR'S
WALL, 6'-0" TYP.
CURTAIN WALL
24 NOT USED
25 26
27 ROLL UP GATE
GEOMETRIC SCREEN
CORBEL - SPANISH
28 ROLL UP DOOR WITH FROSTED GLASS PANELS
29 LOCATION OF TRASH / RECYCLE PAD FOR ON SITE BIN
STAGING FOR COLLECTION DAY USE ONLY. BINS TO BE
STORED IN TRASH ROOM BEHIND LOADING ROOM ON
NON COLLECTION DAYS.
30 31
EXISTING GRADE
PROPOSED GRADE
32 MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
LEGEND:
MAXIMUM ALLOWED HEIGHT (35' ABOVE NATURAL GRADE)
NATURAL GRADE
FINISH GRADE
VARIANCE AREA
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
COURTYARD ELEVATIONS
- MEMORY
CARE
A-4.6
1/8" = 1'-0" 1
MEMORY CARE COURTYARD - NORTH
1/8" = 1'-0"
2 MEMORY CARE COURTYARD - EAST
1/8" = 1'-0" 3
MEMORY CARE COURTYARD - SOUTH
1/8" = 1'-0"
4 MEMORY CARE COURTYARD - WEST
1 1
1 1
1 1
Revision Schedule
1 Planning Response #1 07/20/21
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - WEST ELEVATON
A-5.1
VIEW
RENDERING - WEST ELEVATON (WINCHESTER BOULEVARD)
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - PERSPECTIVE FROM
WINCHESTER
A-5.2
VIEW
RENDERING - PERSPECTIVE FROM WINCHESTER BOULEVARD LOOKING NORTH - EAST Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - SOUTH ELEVATION
A-5.3
VIEW
RENDERING - SOUTH ELEVATION
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - PERSPECTIVE FROM
GARDEN/GROUND LEVEL UNIT
A-5.4
VIEW
RENDERING - PERSPECTIVE OF GARDEN / GROUND LEVEL UNITS
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - NORTH ELEVATON
(SHELBURNE WAY)
A-5.5
VIEW
RENDERING - NORTH ELEVATON (SHELBURNE WAY)
Revision Schedule
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - PERSPECTIVE FROM
SHELBURNE
A-5.6
12" = 1'-0"
1 RENDERING - PERSPECTIVE FROM SHELBURNE WAY LOOKING SOUTH - WEST Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - AERIAL FROM
SHELBURNE
A-5.7
RENDERING - AERIAL FROM SHELBURNE
VIEW
Revision Schedule
N
WINCHESTER BLVD.
SHELBURNE WAY
Job #:
Sheet
Drawn by:
Scale:
Date:WINCHESTER MEMORY CARE /
ASSISTED LIVING
15860 - 15894 WINCHESTER BLVD., LOS GATOS, CA
DEVELOPMENT REVIEW RESUBMITTAL #4 : APRIL 4, 2022
COPYRIGHT © 2022
SWENSON BUILDER
Revisions:
20-9215
APRIL 01, 2021
Consultant:
AS NOTEDPLANNING REVIEW NO. 21 1724
DM, EY, IL
RENDERING - AERIAL FROM
WINCHESTER
A-5.8
VIEW
RENDERING - AERIAL FROM WINCHESTER
Revision Schedule