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Parcel Map
24175733 SUN 24 2019 Recording Requested By: ) Regina ndras Santa Claarara C Couounty - Clerk-Recorder r; Ty, City of Campbell ) 05/10/2019 08:33 AM Titles: 1 And When Recorded Return To: Pages: 2 ) Fees: $8.00 Taxes: SO City Clerk ) Total: $8.00 City N°F s Street f Campbell t ) gill rome VA*1 twLA VAI AYAH.VAY4rJti 11111 Campbell,CA 95008 ) APN: 305-34-004,005 (Space Above This Line For Recorder's Use Only) ADDRESS:2295&2305 S. Winchester Blvd.,Campbell,CA 95008 NOTICE OF RELEASE BY CITY OF CAMPBELL NOTICE IS HEREBY GIVEN concerning the real property located in the City of Campbell, Santa Clara County, California, and described specifically as follows: 2295 &2305 S. Winchester Blvd., Campbell, CA. That whereas, WINCHESTER BOULEVARD PARTNERS, LLC, a California Corporation Limited Liability Company, entered into a Street Improvement Agreement with the City of Campbell, recorded March 1, 2016, Document #23233531 in the Office of the County Recorder, County of Santa Clara, State of California. That, whereas, said conditions of said Agreement have been met to the satisfaction of the City. That, Now Therefore WINCHESTER BOULEVARD PARTNERS, LLC is hereby released from all requirements contained in the agreement recorded March 1, 2016, Document / #23233531, in said County Recorder's Office. IN WITNESS WHEREOF, said City has caused its name to be affixed by its City Engineer and City Clerk, who are duly authorized by Ordinance 2059 adopted September 20, 2005. i' i CIT OF C PBELL AT ST: Amy ray City ngineer, it of Campbell Wendy V�o d, City Clerk (Attach Notary Acknowledgment) Dated: I MEMORANDUM CITY OF CAMPBELL TO: Daniel Fama, Project Planner DATE: 6/10/2014 FROM: -Doris C. Quai Hoi, Project Engineer SUBJECT: DRC APPLICATION Site Address: 2295 & 2305 S Winchester Boulevard For File No(s): PLN2014-140-144 Project Description: Planned development permit for a zoning map amendment and tentative map for a 16 unit (condo) mixed use (retail/housing) building and 32,000 square feet of retail. PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS L. Submit a tentative map that will accompany the Condo Plan. The map should show the boundary of the site and interest held-in common (common areas). On the map, show the amount of area to be dedicated to the City of Campbell along Winchester Blvd, show the 5-ft public service easement.contiguous on Winchester Blvd and El Caminito Avenue including the radius area, shown the property line to be removed, show the light and air easements to be vacated, and show any other existing easements on-site. 2. 'Refer to Municipal Code 20.76.010 Monuments and bench marks. On the tentative map, reference permanent pipe monuments and boxes at each boundary corner of the subdivision, along the exterior boundary lines at intervals of'approximately five hundred feet and at all beginning of curves and ending of curves on property lines. 3. Provide a copy,of the geotechnical report. 4. Sheet A-2 and Sheet A-5 have conflicting dimensions. This needs to be coordinated with the biotreatment pond and site and grading plans for consistency. 5. On the curb return of the property line on El Caminito Ave, a door opens into public right of way. Door swing needs to be within private property. 6. On all C sheets provide a north arrow and specify the scale. 7. On Sheet C-1 in the plan-view,provide additional information for the biotreatment pond. Show the perforated pipes and locations for the clean outs or indicate location on cross section on C-2 that they will be installed on both ends of the pond. CADocuments and Settings\dorisgh\Local SettingsUemporary Internet Files\OLK617\Winchester Blvd 2295 2305 June 2014_fp(2).doc Page 1 of 3 8. On Sheet C-1 identify direction of flow and grade %to the biotreatment ponds from the impervious areas. Show how flow is coming from thru roof leaders from the building roof to the biotreatment ponds. 9. Provide civil full site cross sections running north-south and east-west. 10. Provide a utility plan or show on the C-1 plans the location of the transformer. Utility coordination is required as it impacts pavement restoration. Show also pavement restoration areas and the limits of removal. Show (E) water meters and sewer clean outs to be relocated, abandoned or replaced. All private utilities are required to be located on private property in the public service easement areas. 11. Sheet C-1 - Can the trench drain and storm drain pump be eliminated by adjusting site grades? If not,please explain why. The City strongly discourages the use of pump stations if an alternate drainage method is possible. Emergency backup power may be required for any storm drain pumps. 12. C.3 Data Forms need to be fully completed signed and dated. See comments on the forms. Attached is the Certification form that also needs to be filled out, signed, stamped and dated. 13. Using the Design Flow Q=0.082cfs for the treatment area,the minimum.area to be treated is 708 sgft. The City does not include the side slopes of the treatment basin in the area calculations. Sheet C-1 shows pond#1 dimensions of 3.5' by 52' for a total treatment area of—183 SF, which does not meet the minimum requirement of 708 SF. Review also pond#2. Provide calcs and/or basin configuration to meet the minimum treatment requirement for both ponds. 14. Sheet C-2: The Biotreatment Pond detail shows the side slopes of the pond to be used as the treatment surface area. This is unacceptable. It does not allow for 6" of ponding and there is no stability for the BSM, it will erode away. Revise detail and include the retaining wall and the vertical curb in the cross section. Dimension the biotreatment pond so that it matches Sheet A-2 and A-5. 15. Sheet C-2: The Biotreatment Pond detail note#2 seems to contradict the pond detail. The lining of the pond will not allow for infiltration. Consult with the geotechnical engineer to see if infiltration will meet the minimum rate for the native soil. Can you remove the liner? The goal is to percolate as much as we are able. If the liner stays, the subdrain CADocuments and Settings\dorisgh\Local Settings\Temporary Internet Files\OLK617\Winchester Blvd 2295 2305 June 2014_fp(2).ddc Page 2 of 3 should be placed at the bottom of the pond. 16. Refer to SCURVPPP C.3 Handbook on the standard curb cut design guidelines. The curbs adjacent to the ponds are.flat. Consider sloping the curb to drain to the slots. Or perhaps place the slots at the ends of the pond. 17. Show your connection to the SS from the floor drain inlet of the covered trash enclosure. 18. On a preliminary civil site plan, show all improvements to be made. 19. Pre Q and post Q must be equal. If it isn't,provide hydraulic calculations to substantiate connection to the up flow system. 20. See also for your information the schematic plans for the undergrounding PG&E utility district. CADocuments and Settings\dorisgh\Local SettingsUemporary Internet Files\OLK617\Winchester Blvd 2295 2305 June 2014 fp(2).doc Page 3 of 3 OF cA yA DEVELOPMENT REVIEW COMMITTEE L ROUTING SHEET DEVELOPMENT APPLICATION �gCHAFO y Distribution: May 29, 2014 Presentation: June 10, 2014 Completeness Comments June 17, 2014 Conditions June 24, 2014 ROUTE TO: X Building Division Police Department X Fire Department Redevelopment Coordinator Y4M I Lai n`d P)ev X Traffic Engineer Project Description: Planned development permit for a zoning map amendment and tentative parcel map for a 16-unit (condo) mixed use (retail/housing) building. 32,000 square feet of retail. File No.: PLN2014-140-144 APN: 305-34-004/005 Applicant: SREA Inc/Jeff Warmoth Property Owner: Lexmar Development Project Address: 2295 &2305 S. Winchester Blvd. Zoning District: P-D (Planned Development) —Winchester Master Plan General Plan Designation: Central Commercial PROJECT PLANNER: Daniel Fama DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) J 41 It. _ �� _ .:h�!�fit— _ � � � iil�i•o �y�� ,� x.5 i��b�•'c+r��,� T; X -- Photos of 2295 & 2305 Jun 2014 (AA) } f r �q�sb e CL to PL 45' ■ On Winchester Blvd. facing north Frontage on El Caminito T G 0:N° t t en e SWK _ CL to PL I. � - — �e - r 9 5' ,e Sidewalk on El Caminito On El Caminito facing east DATY 109 Y f _ DWI' r , j} r:a , 6...v_-..��-�._..._�...:..�......v..�.n -� .. '.: �.1..�.�.�..a'�ro.e..��`t^.....C6....,r.�......w....a-.....e'.w.v. r" East driveway on El Caminito West Driveway on El Caminito UORTH MAY 2 9 2014 4255 Hopyard Road, Suite 1 ME����� Pleasanton, California 94588 90TITLE 01V OF CAMPBELL Office Phone: (925)847-9570 2COMPANY ("LANNING DEPT. Office Fax: (925)847-0663 Like Clockwork 0 Second Amendment North American Title Company 4255 Hopyard Road, Suite 1 Pleasanton, CA 94588 Our Order No.: 1273439 Property Address: 2295 and 2305 S. Winchester Blvd., Campbell, CA 95008 Attention: Kim Garner Preliminary Report Dated as of May 12, 2014 at 7:30 A.M. In response to the above referenced application for a Policy of Title Insurance, North American Title Insurance Company Hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules,Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage and limitations on covered risks of said Policy or Policies are set forth in Exhibit A attached.The Policy to be issued may contain an Arbitration Clause. When the amount of insurance is less than that set forth in the Arbitration Clause, all arbitrable.matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the Parties. Limitations on covered risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which establish a deductible amount and a maximum dollar limit of liability for certain coverages are also set forth in Exhibit A. Copies of the Policy forms should be read. They are available from the office which issued this report. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully.The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens,defects,and encumbrances affecting title to the land. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance,a Binder or Commitment should be requested. The form of Policy of title insurance contemplated by this report is: ALTA Extended Loan Policy and CLTA Standard Coverage Owners Policy Please note that the America's First Homeowner's Policy (CLTA/ ALTA Homeowner's Policy) can only be issued on transactions involving individuals as purchasers and residential 1-4 properties. Any indication that the America's First Homeowner's Policy(CLTA/ALTA Homeowner's Policy)will be issued in a transaction that does not meet these criteria is hereby revised to state that the policy contemplated is a'Standard Coverage Policy. Janet Merritt,Title Officer Page 1 Rev.NAT8/20/13 Order No. 54606-1273439-14 SCHEDULE A 1. The estate or interest in the land hereinafter described or referred to covered by this report is: Fee simple. 2. Title to said estate or interest at the date hereof is vested in: LEXMAR DEVELOPMENT, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY 3. The Land referred to in this report is situated in the State of California, County of Santa Clara, and is described as follows: See attached Legal Description Page 2 Rev.NAT 8/20/13 Order No. 54606-1273439-14 LEGAL DESCRIPTION Real property in the City of Campbell, County of Santa Clara, State of California, described as follows: PARCEL ONE: ALL OF LOT 19,AS SHOWN UPON THAT CERTAIN MAP ENTITLED TRACT NO. 179 E. R. KENNEDY SUBDIVISION NO. 2, WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA ON APRIL 14, 1941 IN BOOK 5 OF MAPS AT PAGES 52 AND 53. PARCEL TWO: LOT 18, "TRACT NO. 179 E.R. KENNEDY, SUBDIVISION NO. 2, PART OF THE N. E. 1/4 OF SECTION 34,TOWNSHIP 7 SOUTH, RANGE 1 WEST, M.D.B.&M.,"; FILED APRIL 14, 1941, BOOK 5 OF MAPS, PAGES 52 AND 53, SANTA CLARA COUNTY RECORDS. APN: 305-34-004 and 305-34-005 Page 3 Rev.NAT8/20/13 Order No. 54606-1273439-14 SCHEDULE B At the date hereof exceptions to coverage in addition to the printed exceptions and exclusions in the policy form designated on the face page of this report would be as follows: The Following Matters Affect Parcel One: 1. General and special taxes and assessments for the.fiscal year 2014-2015, a lien not yet due or payable. 2. Taxes for proration purposes only for the fiscal year 2013-2014. First Installment: $4,369.41, PAID Second Installment: $4,369.41, PAID Tax Rate Area: 010-005 APN: 305-34-004 3. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. 4. Special Tax for Santa Clara County Library District Joint Powers Authority Community Facilities District No. 2005-1, under the Mello Roos Community Facilities Act of 1982 as disclosed by a Notice of Special Tax Lien recorded June 24, 2005, Instrument No. 18438576, Official Records, payable in continuing installments collected with the real property taxes. 5. Covenants, conditions, restrictions and easements contained in that certain instrument Executed by: Robert W. Kennedy Recorded: October 12, 1904 in Book 283 of Deeds Page 222 6. Easement(s) for the purpose(s) shown below and rights incidental thereto as delineated or as offered for dedication, on the map of said tract. Purpose: Light and Air Easement(Designated B.S.L. on the Map herein referred to) Affects: The Easterly 25 feet and the Northerly 12 1/2 feet of said land 7. Covenants, conditions, restrictions and easements in the document recorded August 2, 1941 as Book 1056, Page 113 of Official Records, which provide that a violation thereof shall not defeat or render invalid the lien of any first mortgage or deed of trust made in good faith and for value, but deleting any covenant, condition, or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, sexual orientation, familial status, disability, handicap, national origin, genetic information, gender, gender identity, gender expression, source of income(as defined in California Government Code § 12955(p)) or ancestry,to the extent such covenants, conditions or restrictions violation 42 U.S.C. § 3604(c)or California Government Code § 12955. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status. Page 4 Rev.NAT8/20/13 Order No. 54606-1273439-14 8. With respect to Lexmar Development LLC;a California limited liability company: a. A copy of its operating agreement and any amendments thereto; b. If it is a California limited liability company,that a certified copy of its articles of organization (LLC-1) and any certificate of correction (LLC-11), certificate of amendment(LLC-2), or restatement of articles of organization (LLC-10) be recorded in the public records; c. If it is a foreign limited liability company,that a certified copy of its application for registration (LLC-5) be,recorded in the public records; d. With respect to any deed, deed of trust, lease, subordination agreement or other document or instrument executed by such limited liability company and presented for recordation by the „Company or upon which the Company is asked to rely, that such document or instrument be executed in accordance with one of the following, as appropriate: (i) If the limited liability company properly operates through officers appointed or elected pursuant to the terms of a written operating agreement,such document must be executed by at least two duly elected or appointed officers, as follows: the chairman of the board, the president or any vice president, and any secretary, assistant secretary,the chief financial officer or any assistant treasurer; (ii) If the limited liability company properly operates through a manager or managers identified in the articles of organization and/or duly elected pursuant to the terms of a written operating agreement, such document must be executed by at least two such managers or by one manager if the limited liability company properly operates with the existence of only one manager. e. Other requirements which the Company may impose following its review of the material required herein and other information which the Company may require 9. We find no open deeds of trust. Escrow please confirm before closing. The Following Matters Affect Parcel Two: 1. General and special taxes and assessments for the fiscal year 2014-2015, a lien not yet due or payable. 2. Taxes for proration purposes only for the fiscal year 2013-2014. First Installment: $4732.69, PAID Second Installment: $4732.69, PAID Tax Rate Area: 010-005 APN: 305-34-005 3. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. 4. Special Tax for Santa Clara County Library District Joint Powers Authority Community Facilities District No. 2005-1, under the Mello-Roos Community Facilities Act of 1982 as disclosed by a Notice of Special Tax Lien recorded Jun 24, 2005, Instrument No. 18438576, Official Records, payable in continuing installments collected with the real property taxes. 5. Any and all offers of dedications, conditions, restrictions, easements, notes and/or provisions shown or disclosed by the filed or recorded map referred to in the legal description, including but not limited to: Easement for light and air easement(designated B.S.L. on the map herein referred to) and incidental purposes affecting the Easterly 25 feet of said land . Easement for public utility and incidental purposes affecting the Southerly portion of said land as shown on said map . Page 5 Rev.NAT 8/20/13 Order No. 54606-1273439-14 6. Covenants, conditions, restrictions and easements in the document recorded August 2, 1941 as Book 1056, Page 113 of Official Records, which provide that a violation thereof shall not defeat or render invalid the lien of any first mortgage or deed of trust made in good faith and for value, but deleting any covenant, condition, or restriction indicating a preference, limitation or . discrimination based on race, color, religion, sex, sexual orientation, familial status, disability, handicap, national origin, genetic information, gender, gender identity, gender expression, source of income (as defined in California Government Code§ 12955(p)) or ancestry, to the extent such covenants, conditions or restrictions violation 42 U.S.C. § 3604(c)or California Government Code § 12955. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based'on familial status. 7. An agreement, affecting said land, for the purposes, stated herein, upon the terms, covenants and conditions referred to therein, between the parties named herein For: Use permit Dated: May 4, 1985 Executed by: Nicklas Granoski and Fred Schneider and The City of Campbell Recorded: July 29, 1985 Instrument No. 8478790 of Official Records.. 8. With respect to Lexmar Development, LLC, a California limited liability company: a. A copy of its operating agreement and any amendments thereto; b. If it is a California limited liability company, that a certified copy of its articles of organization (LLC-1) and any certificate of correction (LLC-11), certificate of amendment(LLC-2), or restatement.of articles of organization (LLC-10) be recorded in the public records; c. If it is a,foreign limited liability company, that a certified copy of its application for registration (LLC-5) be recorded in the public records; d. With respect to any deed, deed of trust, lease, subordination agreement or other document or instrument executed by such limited liability company and presented for recordation by the Company or upon which the Company is asked to rely, that such document or instrument be executed in accordance with one of the following, as appropriate: (i) If the limited liability company properly operates through officers appointed or elected pursuant to the terms of a written operating agreement, such document must be executed by at least two duly elected or appointed officers, as follows: the chairman of the board, the president or any vice president, and any secretary, assistant secretary,the chief financial officer or any assistant treasurer; (ii) If the limited liability company properly operates through a manager or managers identified in the articles of organization and/or duly elected pursuant to the terms of a written operating agreement, such document must be executed by at least two such managers or by one manager if the limited liability company properly operates with the existence of only one manager. e. Other requirements which the Company may impose following its review of the material required herein and other information which the Company may require 9. We find no open deeds of trust. Escrow please confirm before closing. ********** END OF REPORT********** Page 6 Rev.NAT8/20/13 Order No. 54606-1273439-14 * * * * * NOTES * * * * * 1. Notice of change in ownership recording procedure Effective July 1, 1985 pursuant to state law as amended January 1, 2011 (Section 480.3 of the Revenue and Taxation Code), all Deeds and other Documents that reflect a change in ownership must be accompanied by a Preliminary Change of Ownership Report to be completed by the transferee. If this special report is,not presented at the time of recording, an additional recording fee of $20.00, as required by law, will be charged. Preliminary Change in Ownership forms, instructions on how to complete them, and anon- exclusive list of documents that are affected by this change, are available from the County Recorder's Office or the Office of the County Assessor. 2. GOOD FUNDS LAW Under Section 12413.1 of the California Insurance Code, North American Title Company,Inc. may only make funds available for disbursement in accordance with the following rules: Same day availability. Disbursement on the date of deposit is allowed only when funds are deposited to North American Title Company, Inc. by Cash or Electronic Transfer(Wire). Cash will be accepted only under special circumstances and upon approval by management. Next business day availability. If funds are deposited to North American Title Company, Inc. by cashier's checks, certified checks or teller's checks, disbursement may be on the next business day following deposit. A"teller's check"is one drawn by an insured financial institution against another insured financial institution (e.g., a savings and loan funding with a check drawn against a FDIC insured bank). Second business day availability. If the deposit is made by checks other than those described in paragraphs 1_and 2 above, disbursement may occur on the day when funds must be made available to depositors under Federal Reserve Regulation CC. Inmost cases,these checks will be available on the second business day following deposit. (For further details, consult,California Insurance Code Section 12413, et seq. and Regulation CC). These are the minimum periods before funds wily be made available. North American Title Company, Inc. is not obligated to disburse funds at the expiration of the time periods above, and expressly reserves the right.to require additional time before disbursing on deposited funds. Close of escrow and final disbursement will not be made based on deposits in the form of personal checks, corporate checks, credit union checks, money market checks, travelers checks and official checks until confirmation of final clearance of the funds. North American Title Company will not be responsible for accruals of interest or other charges resulting from compliance with the disbursement restrictions imposed by state law. Page 7 Rev.NAT 8/20/ff Order No. 54606-1273439-14 For Your Information, Our Wire Instructions Are: Wire To: Credit the Account of: Comerica Bank North American Title Company, Inc. 2321 Rosecrans Ave, Ste 5000 Bank Account No.: 1893546067 ABA No.: 121137522 El Segundo, CA 90245 Escrow No. 54606-1273439-14 ACH FUNDS -Automatic Clearing House North American Title Company, Inc. will not accept funds in the form of ACH transfers. Be sure to reference our order number 54606-1273439-14. Should this office be required to wire funds out at close of escrow, please be informed that wiring instructions should be received as soon as possible, but no later than the following times. Wires outside the State of California: 11:00 A.M. ON DATE OF WIRE Wires within the State of California: 12:00 P.M. ON DATE OF WIRE Effective January 1, 1991 A service charge of$25.00 will be assessed for all funds disbursed by this Company by wire. 3. North American Title Company, Inc.'s charges for recording the transaction documents include charges for services performed by North American Title Company, Inc., in addition to an estimate. of payments to be made to governmental agencies. 4. The map attached, if any, may or may not be a survey of the land depicted hereon. North American Title Company expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any, to which this map is attached. Page 8 Rev.NAT 8/20/13 Order No. 54606-1273439-14 NORTH AMERICAN TITLE COMPANY 4255 Hopyard Road, Suite 1, Pleasanton, CA 94588 (925)847-9570 Fax: (925)847-0663 Email: nocal.pleasantonstoneridge@nat.com Attention: Your Ref:. Our Order No.: 54606-1273439-14 LENDERS SUPPLEMENTAL REPORT Dated as of January 07, 2014 AT 7:30 A.M. Title Officer: Janet Merritt The above numbered report(including any supplements or amendments thereto) is hereby modified and/or supplemented in order to reflect the following additional items relating to the issuance of an American Land Title Association loan form policy of Title Insurance: Our ALTA Loan Policy, when issued, will contain Endorsement Nos. 100 and 116. There is located on said land a Commercial Structure as to Parcel Two and Vacant Land as to Parcel One Known as: 2295 and 2305 S. Winchester Blvd. City of Campbell County of Santa Clara State of California. According to the public records, there has been no conveyance of the land within a period of twenty-four months prior to the date of this report, except as follows: None Page 9 Rev.NAT 8/20/13 Order No. 54606-1273439-14 Rev.03/2014 WHAT DOES NORTH AMERICAN TITLE GROUP, INC. FAMILY OF COMPANIES DO WITH YOUR PERSONAL INFORMATION? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some, but not all,sharing..Federal law also requires us to tell you how we collect,share, and protect your personal information. Please read this notice carefully to understand what we do. The types of personal information we collect and share depend on the product or service you have with us. This information can include: • Social Security number and income + transaction history and payment history • purchase history and account balances When you are no/ongerour customer,we continue to share your information as described in this notice. All financial companies need to share customers'personal information to run their everyday business. In the section below,we list the reasons financial companies can share their customers'personal information;the reasons North American Title Group,Inc. Family of Companies("NATG')choose to share; and whether you can limit this sharing. Reasons .ur personal informationDoes NATG share? Can you limit this For our everyday business purposes— Yes No such as to process your transactions, maintain your account(s), respond to court orders and legal investigations,or report to credit bureaus For our marketing purposes— Yes No to offer our products and services to you For joint marketing with other financial No We don't share companies For our affiliates'everyday business purposes— Yes No information about your transactions and experiences For our affiliates'everyday business purposes— No We don't share information about your creditworthiness For our affiliates to market to you No We don't share For nonaffiliates to market to you No We don't share • - • Call 1 (888)444-7766,extension 6585 Page 10 Rev.NAT 8/20/13 Order No. 54606-1273439-14 • we are Who is providingthis notice?Tsas North American Title Group, Inc. Family of Companies(identified below), such home owners insurance and home mortgage companies. What we . . How does NATG protect,my To protect your personal information from unauthorized access and use,we use security personal information? measures that comply with federal law. These measures include computer safeguards and secured files and buildings. How does NATG collect'my , We collect your personal information,for example, when you personal information? • apply for financing or provide employment information • provide account information or show your government issued ID • give us your contact information We also collect your personal information from others,such as credit bureaus, affiliates or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only • sharing for affiliates'everyday business purposes—information about your creditworthiness •- affiliates from using your information to market to you • sharing for nonaffiliates to market to you Definitions Affiliates Companies related by common ownership or control. They can be financial and nonfinancial companies. • Our affiliates include the companies/fisted below, Nonaffiliates Companies not related by common ownership or control. They can be financial and nonfinancial companies. • Nonaffiliates we share with can include collection agencies,ITservice providers, companies that perform marketing services on our or their own behalf,consumer reporting agencies,and others NATG does not share with nonaffiliates so they can market to you. Joint marketing A formal agreement between nonaffiliated financial companies that together market financial products or services to you. • NATG doeso t jointly market. Our Affiliates.The North American Title Group, Inc. Family of Companies is: North American Title Company North American Abstract Agency North American Title Insurance Company NASSA, LLC North American Title Alliance, LLC North American Title, LLC North American Title Florida Alliance, LLC. North American Advantage Insurance Services, LLC North American Services,,LLC North American National Title Solutions, LLC North American Title Agency North American Exchange Company Page 11 Rev.NATs/20/13 Order No. 54606-1273439-14 Exhibit A(06-03-11) CLTA STANDARD COVERWEPOLICY-1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: 1. (a) Any law,ordinance or governmental regulation(including but not limited to building or zoning laws,ordinances,or regulations)restricting, regulating,prohibiting or relating(i)the occupancy,use,or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or(iv) environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien,or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a) whether or not recorded in the public records at Date of Policy,but created,suffered,assumed or agreed to by the insured claimant; (b) not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy;or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy,or the inability or failure of any subsequent owner of the indebtedness,to comply with the applicable doing business laws of the state in which the land is situated. S. Invalidity or unenforceability of the lien of the insured mortgage,or claim thereof,which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim,which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender,by reason of the operation of federal bankruptcy,state insolvency or similar creditors'rights laws. EXCEPTIONS FROM COVERAGE-SCHEDULE B,PART I This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)which arise by reason of: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Any facts,rights,interests,or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements,liens or encumbrances,or claims thereof,not shown by the public records. 4. Discrepancies,conflicts in boundary lines,shortage in area,encroachments,or any other facts which a correct survey would disclose,and which are not shown by the public records. 5. (a) Unpatented mining claims; (b)reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c)water rights,claims or title to water,whether or not the matters excepted under(a),(b)or(c)are shown by the public records. . 6. Any lien or right to a lien for services,labor or material not shown by the public records. CLTA/ALTA HOMEOWNER S POLICYOF TITLEINSURANCE(02-03-10) EXCLUSIONS In addition to the Exceptions in Schedule B,You are not insured against loss,costs,attorneys'fees,and expenses resulting from: 1. Governmental police power,and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; c. land use; d. improvements on the Land; e. land division;and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a.,14,15,16,18,19,20,23 or 27. 2. The failure of Your existing structures,or any part of them,to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are created,allowed,or agreed to by You,whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date,but not to Us,unless they are recorded in the Public Records at the Polity Date; c. that result in no loss to You;or d. that first occur after the Policy Date-this does not limit the coverage described in Covered Risk 7,8.e.,25,26,27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A;and b. in streets,alleys,or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21. 7. The transfer of the TRIe to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy,state insolvency,or similar creditors' rights laws. LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: I For Covered Risk 16,18,19,and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. The deductible amounts and maximum dollar limits shown on Schedule A are as follows: Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 16: 1%of Policy Amount Shown in Schedule A or $2,500 $10,000 (whichever is less) Covered Risk 18: 1%of Policy Amount Shown in Schedule A or $5,000 $10,000 (whichever is less) Covered Risk 19: 1%of Policy Amount Shown in Schedule A or $5,000 $25,000 (whichever is less) Covered Risk 21: 1%of Policy Amount Shown in Schedule A or $2,500 $5,000 (whichever is less) Page 12 Rev.NAT 8/20/13 Order No. 54606-1273439-14 AL TA RESIDENTIAL 7TTLEINSMNCEPOLICY(6-1-87) EXCLUSIONS In addition to the Exceptions in Schedule B,you are not insured against loss,costs,attorneys'fees,and expenses resulting from: 1. Governmental police power,and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws and regulations concerning: * land use * improvements on the land * land division * environmental protection This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it,unless: * a notice of exercising the right appears in the public records * on the Policy Date * the taking happened prior to the Policy Date and is binding on.you if you bought the land without knowing of the taking 3. Title Risks: * that are created,allowed,or agreed to by you * .that are known to you,but not to us,on the Policy Date--unless they appeared in the public records * that result in no loss to you * that first affect your title after the Policy Date--this does not limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: * to any land outside the area specifically described and referred to in Item 3 of Schedule A OR * in streets,alleys,or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of Covered Title Risks. 2006ALTA LOAN POLICY(06-17-05) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1.. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting, regulating,prohibiting,or relating to (1) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii)the subdivision of land;or (iv)environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power.This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11,13,or 14);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction creating the lien of the Insured Mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 13(b)of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records, This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)that arise by reason of: 1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records;(b)proceedings by a public agency that may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts,rights,interests,or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof;(c)water rights,claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the public records. 2006 ALTA OWNER S POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1. (a)Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (1) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion'1(b)does not modify or limit the coverage provided under Covered Risk 6. Page 13 Rev.NAT 8/20/13 Order No. 546064273439-14 • 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 9 and 10);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4: Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction vesting the Title as shown in Schedule A,is (a) a fraudulent conveyance or fraudulent transfer;or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)that arise by reason of: 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records;(b)proceedings by a public agency that may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts,rights,interests,or claims that are not shown In the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and that are not shown by the Public Records. 5. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof;(c)water rights,claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the public records. ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY(07-16-10) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: 1. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (1) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (Ili) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5,6,13(c),13(d),14 or 16. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 5,6,13(c),13(d),14 or 16. 2. Rights of eminent domain.This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11,16,17, 18,19,20,21,22,23,24,27 or 28);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. S. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury,or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26. 6. Any daim of invalidity,unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy.This Exclusion does not modify or limit the coverage provided in Covered Risk 11. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11(b)or 25. 8. The failure of the residential structure,or any portion of it,to have been constructed before,on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6. 9. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction creating the lien of the Insured Mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 27(b)of this policy. Page 14 Rev.NAT 8/20/13 Order No. 54606-1273439-14 zn ��• OFFICE -OF DO UN TV ASSESSOR S AN TA C LA R A COUNTY, CALIFORNIA CD 9001C PACE W K O QTRACT W 692 M KENNEDY SUBO.-UNIT W 4 j ...... TRRCf W 491 - C] PM.82s•M-aB� CATALPA—'�—�o—`T E.R, KENNEDY SUBD. UNIT N?5 H ¢ e4. g raa me ��a ,er ,w vi roe \ /�•-- 4e _ S� . ffq fWL 47 'C I g ae 19 as 3: ffq $i J yl sz x, s tl saI 55 X� as I �• —3., (®Q] t yy,y,, d m I 4 r T _ Ti 1 T6 I Ti YB T9 W I B: , B2 94 93 ^� Ft;L_I '1 PCL ',5 ._ �� �0O' 2e1.�11—tv On 1 IU'F O --------- x i0 29 ! 28 I 27 26 I 29 t 24 23 22 1 se aT 36 35 34 ,z3 .�z _, KENNEDY ua a I(7R 5 t. AVE. S EL CAMIMTO AVE. Q 4 412 W �1ceal 1 ,Po ro we coct) w° ]e art wo se 2 RI 2i '� I t & I sIro t eo I ee I I N ~ $Q 4, IS 19 4 P- g4 P5 26 w 29 29 30 3I Lu ,..t 9 1 t0 11 I iE 13 1 14 1 t9 16 IT 18 $ u N Ul Q -------- �- J *- PCL t 1 pCL E 1 PC1-3 1 P 1_9 4 BUDD _ P,td.362-M-41�y - TRACT N?179 _ _R 9 AVM E.R.KENNEDY SUED.-UNIT NBD.-UNIT N'2 O a a 13 O ara w O.'.�llyxY Q T.0 tGL M. Elrvur t>d �TAz-�IJ a ` 1 Q �1 z Ln N , v W W l0 4 Doris Quai Hoi From: Jeff Warmoth Deffwarmoth@gmail.comj Sent: Monday, June 02, 2014 10:48 AM To: Daniel Fama Cc: Doris Quai Hoi Subject: Re: 2295 and 2305 S Winchester Blvd Hi Daniel and Doris - I have forwarded the request to Kier&Wright. I expect that they will provide any missing information tomorrow or Wednesday. Thank you. Best, Jeff Warmoth On Jun 2, 2014, at 10:45 AM, Daniel Fama<danielf@cityofcampbell.com>wrote: Hi Jeff, Please see Doris' email, below. We need your engineer to complete some forms ASAP.Thx Daniel From: Doris Quai Hoi Sent: Monday, June 02, 2014 10:38 AM To: Daniel Fama Subject: 2295 and 2305 S Winchester Blvd Hi Daniel, I got the resubmitted application for 2295 and 2305 S Winchester Blvd. Completeness comments #1 did not get addressed. Here is a link to the Stormwater Requirements at the time of an application: http://www.cityofcampbell.com/268/Runoff-Program Applicant needs to submit worksheets and C.3 Data Forms. Either I can return the application again as incomplete or if the applicant can provide that information in the next two days we can still be on track to review the plans. Alternatively, if it is okay with you, and if you have the contact information of Kier & Wright who is the engineer, I can call them up on your behalf. Let me know how you want to handle this. 6/2/2014 Sincerely, 1 &Klk Doris C.Quai Hoi I Assistant Engineer City of Campbell I Public Works Dept. 2doris0h@cityofcam.pbell.co.m m408.866.2157 1 g 408.376-0958 70. N. First Street I Campbell,,CA 95008 www.CityofCampbell.com 6/2/2014 LETTER OF TRANSMITTAL K I E R & WRIGHT Date: 06/26/15 I Job No: A07036-3 w Civil Engineers & Surveyors, Inc. Attention: RogerStorz 3350 Scott Boulevard, Building 22 Santa Clara, CA 95054 RE: 2295 Winchester Blvd. (408)727-6665 • (408)727-5641 fax Winchester Station City of Campbell - Public Works 70 N. First Street Campbell, CA 95008 WE ARE SENDING YOU: Grading/Utility Plans ❑ ALTA Survey ❑ Progress Prints Improvement Plans 0 Parcel/Tract Map ❑ Check Prints ❑ Demolition Plans ❑ Exhibits ❑ ❑ Tentative Map ❑ Topographic Survey ❑ Copies Date Description 3 Winchester Offsite Improvements-Full Size 3 Winchester Grading & Drainage Plans-Full Size 3 Tract Map-Full Size 1 Tract Map Redline Response 1 Tract Map Response Letter 1 Winchester Offsite and Grading Response Letter 1 Winchester Offsite and Grading Redlines 1 plan set each THESE ARE TRANSMITTED(as checked) ❑ For Approval ❑Returned ❑Please Return ❑ ❑ For Your Use VZ For Review ❑For Signature ❑ and ❑ As Requested Comment ❑ Returned for Corrections ❑ For Your File ❑For Bids Due 20 ❑ Prints Returned After Loan to us REMARKS: COPY TO: SIGNED: Anthony Vera If enclosures are not as noted,kindly notify us at once. June 25, 2015 Project No.A07036-3 City of Campbell—Public Works Attn: Roger Storz 70 N. First Street Campbell, CA 95008 Re: Response letter to Comments on Grading& Drainage and Offsite Improvement Plans— Plan Check#1, Received June 4, 2015 2295 S.Winchester Boulevard Roger, Please see below for our written responses to the comments received: �I Response to Comments Grading& Drainage Plan: Title Sheet: • Added landscape plan to plan set(Will include as part of next submittal). Grading& Drainage Plan: • Sanitary Sewer Drains removed from set.The drains are beneath the building awning/roof. • Cross sections have been revised to go across the entire site. • Retaining wall detail will be included as part of the next submittal. • Cobbles(energy dissipaters) have been included on the plans as well as the detail. • The vacated P.U.E. is still under discussion. • Rainwater leaders have been included as part of this set. Erosion Control Plan: • Concrete washout detail included. Off-site Improvements: Title Sheet: • Tract No. and Permit No.shown correctly. Improvement Plan: • Half street cross sections have been included. • Ramp note as well as contractor to TV storm drain have been included in the"Notes" section. • Driveway section shown as two alternatives(See Details Sheet) • Pavement restoration has been shown to nearest lane line. Signage and Striping Plan: • Correct crosswalk striping shown. • Sharrow markings to be re-painted • Crosswalk on El Caminito intersection to be completed restriped. Construction Details: • Added driveway approach options to sheet. TRACT NUMBER PLEASE TYPE OR PRI'NT HEAVILY -YOU GET THE LAST COPY County of Santa Clara Current Planning Office 70 W. Hedding.St.,San Jose,CA 95110 Phone:299-2454 See Instructions'Below 1. Location ofTradt 2.• Proposed Tract Name CA 3. Number of Lots & Units 4. Approximate Acreage 5. Date:of.Planning Commission Appral of Tenative Map 6. Owner's Name 7 Owner's Address 8. Engineer's Name 9- Engineer's Address and Phone Number 1 g n�u e�# 7n% 9 -, r•G h p�1' r.b r a : f c 4y F= 1 /'s'Tr ' A r's "t r ;I( 'ems 52 4P'�U p'ti/U O Dd f t ta�0 Y l.. Y Ajla 4 1y Ggt�ujL'b`�s,r f•`�E"+C$G,3..;,� 10. Is the Proposed Tract in 11. Is the Tract Proposed 12. If the answer to 10 or'11 is an incorporated City? for Annexation? yes, What City? (Yes No Yes `IVo ;.nV V iP?t,�, llj 13. Remarks: MAY 1 zoo INSTRUCTIONS FOR COMPLETING TRACT NUMBER REQUEST FORM:. 1. Existing frontage and intersecting adjacent streets or reference to existing tract limits. 2. If unknown,so state.Name must be provided prior to recordation if name is to be used. 3. Self explanatory. 5. The tract number will be issued only afterthe Tentative Map has been approved by the Planning Commission. 6. through 12. Self explanatory. 13. For additional comments'by private engineer/surveyor. NOTES: 1. Enclose copy of approved Tentative Map. 2. The form shall be filled out and the gold copy retained by the engineer. 3. All other copies must be forwarded to Current Planning Office, 70 W. Hedding St., San Jose 95110 4. Where development involves more than one unit, submit a,separate Tract Number Request for each unit. 5. Tract Number is automatically void if not used within one year from the date of issue and request in writing for renewal has not been received. 6. A request for renewal shall be in writing and shall include the date of the re-approval or extension and the length of time for such extension 7. The assigned number is not transferable,except upon written re-application. 8. Enclose$ issuance fee. TRACT NUMBER ASSIGNED: „ - This space for machine validation REQUEST C"OMPLETE,B,Y DATE Vq Routing White - Land Development Coordinator Green - Owner's Engineer Canary - Planning Commission Pink - City Engineer S6240 REV 8/86. Goldenrod - Owner's Engineer (Preliminary Copy) TRACT NUMBER PLEASE TYPE OR PRINT HEAVILY-YOU GET THE LAST COPY County of Santa Clara Current Planning Office 70 W.Hedding St.,San Jose, CA 95110 Phone:299-2454 See Instructions Below 1. Location,of Tract 2. Proposed Tract Name 3. Number of Lots & Units 4. Approximate Acreage 5. Date of Planning Commission Approval of Tenative Map 6. Owner's Name 7. Owner's Address 8. Engineer's Name 9. Engineer's Address and Phone Number } f . . '1.-7 6 .5. .•I '1 i y .. Y is_ 10. Is the Proposed Tract in 11. Is the Tract Proposed 12. If the answer to 10 or 11 is an incorporated City? for Annexation? yes, What City? No Yes No`) 13. Remarks: INSTRUCTIONS FOR COMPLETING TRACT NUMBER REQUEST FORM: 1. Existing frontage and intersecting adjacent streets or reference to existing tract limits. 2. If unknown, so state. Name must be provided prior to recordation if name is to be used. 3. Self explanatory. 5. The tract numberwill be issued only after the Tentative Map has been approved by the Planning Commission. 6. through 12. Self explanatory. 13. For additional comments by private engineer/surveyor. NOTES: 1. Enclose copy of approved Tentative Map. 2. The form shall be filled out and the gold copy retained by the engineer. 3. All other copies must be forwarded to Current Planning Office, 70 W. Hedding St., San Jose 95110 4. Where development involves more than one unit, submit a separate Tract Number Request for each unit. 5. Tract Number is automatically void if not used within one yearfrom the date of issue and request in writing for renewal has not been received. 6. A request for renewal shall be in writing and shall include the date of the re-approval or extension and the length of time for such extension 7. The assigned number is not transferable, except upon written re-application. 8. Enclose $ issuance fee. TRACT NUMBER ASSIGNED: This space for machine validation REQUEST COMPLETE;BY DATE Routing White - Land Development Coordinator Green - Owner's Engineer Canary - Planning Commission Pink - City Engineer (5)6240 REV 8/88 Goldenrod - Owner's Engineer (Preliminary Copy) MEMORANDUM s� Community Development Department °"C H Aa° Planning Division To: Roger Storz, Senior.Civil Engi er Date: June 5, 2015 From: Daniel Fama, Associate Planner Subject: Tract Map, and Grading&Drai age Plans Address: 2305 S. Winchester Blvd. The Planning Division has reviewed the above referenced application for the Tract Map and Grading & Drainage Plans. These plans were reviewed for consistency with the October 22, 2014 Approved Project Plans adopted pursuant to City Council Resolution No. 11758 (Planned Development Permit) and Resolution No. 11759 (Tentative Vesting Subdivision Map). Based on a review of these materials, the following issues need to be addressed prior to Planning Division clearance. For reference, applicable conditions of approval of the Planned Development Permit (PD) and Tentative Subdivision Map (TM) are indicated. PLAN REVISIONS 1. Landscaping Plan: Include a landscaping plan, including irrigation details and associated calculations, in compliance with Chapter 2.7, Division 2, of Title 23 of the California Code of Regulations (WELD) as adopted by the Campbell water-efficient landscape guidelines. Additionally, include and/or note the following: (PD - Condition of Approval No. 11, 10.e, 10.h) a. Indicate all 24-inch box "replacement trees" as required by the Tree Removal Permit. b. Show installation of screening trees along the rear property line. c. Show construction of an eight foot-tall wooden "good neighbor" fence along the rear property line. d. Show placement of the landscape planters in front of the arched window columns (so as not to block visibly of the retail store fronts). e. Provide details (size, dimensions, materials) for the landscape planters: f. Ensure that the landscaping plans reflect the necessary revisions to the bio-retention system (see comment below). 2. Grading and Drainage and Utility: The following revisions and/or clarifications are required: a. Bio-treatment Pond: Modify the design or confirm suitability of the bio-treatment facilities to accommodate planting of screening trees along the rear property line. (PD—Condition of Approval No. 10.g] b. Color Concrete: Indicate an integral color concrete walkway through the paseo, past the "no parking" area between the two accessible parking spaces, and into the parking lot area, as shown on the landscaping sheets in the Approved Project Plans. 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAx(408)866-5140-E-MAIL planning@cityofcampbell.com Tract Map and Grading and Drainage Plans—2305 S. Winchester Blvd. Page 2 c. MetersNalves/Utility Boxes: Relocate meters, valves, backflow prevention devices, and above-ground utility boxes away from the front of the building. (PD—Condition of Approval No. 131 FEES DUE 3. Park Impact Fee: A park impact fee in the amount of $162,960 is due ($10,185 per unit). Seventy-five percent of this fee ($122,220) is due prior to recordation of the Final Map. The remaining twenty-five percent($40,740) is due prior to Building Occupancy. [TM —Condition of Approval No. 51 4. Mitigation Monitoring Fee: A $2,000 deposit to cover actual staff cost (charged hourly) to ensure compliance with all mitigation measures and conditions of.approval is required. [TM—Condition of Approval No. 61 5. Inclusionary Housing Agreement Fee: A $1,229 fee to cover the cost to prepare the inclusionary housing agreement(see comment below)is required. [TM—Condition of Approval No. 9] ADDITIONAL REQUIREMENTS 6. Right-Turn Island: Installation of a right-turn island within the El Caminito driveway curb- cut shall be required if determined necessary after review and consideration by the City Engineer. [PD—Condition of Approval No. 10.j] 7. Below Market Rate (BMR) Housing Agreement: Prior to recordation Tract Map, the applicant shall enter into a BMR agreement for provision the required below market rate ^(BMR) units. The agreement will be provided under separate cover. [TM—Condition of Approval No. 91. 8. Covenants, Codes, and Restrictions (CC&Rs): Prior to recordation of the Tract Map, the applicant shall submit draft CC&Rs for review by the Community Development Director and City Attorney that provide for the following provisions. Please provide an itemized list indicting where in the CC&Rs these provisions are found. [TM—Condition of Approvbal No. 101 a. Formation of a Homeowner's Association to ensure the long-term maintenance of buildings and property. b. Continued architectural controls to ensure the architectural integrity of the project. c. Definition of common areas to be maintained and provision of maintenance for these areas. d. Provision which shall define the rights of use, allowable landscape or open* space improvements. e. Provision of a funding mechanism to ensure maintenance and upkeep of common areas. £ Provision to prohibit the storage of items on balconies. 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAx(408)866-5140•E-MAIL planning@cityofcampbell.com ' s Tract Map and Grading and Drainage Plans—2305 S. Winchester Blvd. Page 3 g. Provision to ensure glass storefronts are not obscured by storage, product displays or obscuring of any kind, including window covers and window coverings. h. Provision requiring residents, customers, and employees of the development existing out of El Caminito driveway to make a right towards Winchester Boulevard, and for continued maintenance of the directional signage indicating this requirement. i. Provision to provide ongoing maintenance of the required private roadways, landscaping, and sound walls as necessary. Graffiti removal from sound walls and fences within a reasonable period of time. j. Provision that requires ongoing maintenance of the landscaped park strip and tree wells in the public right of way. This includes, but is not limited to: trees, lawn, plantings, irrigation, etc. Trees shall not be pruned in a manner that would not allow the tree to grow to a mature height. k. Provision for regular monitoring and maintenance of the stormwater system, in accordance with the manufacturer's recommendations. 1. Provision for regular monitoring and maintenance of the private sanitary system as described by the designing engineering, and as approved by the City Engineer. in. Provision for the availability, of interior garage space for the parking of vehles at all times. n. Provision to prohibit the use of outside parking spaces for storage purposes, including boats, trailers, and recreational vehicles. o. Provision to prohibit vehicle washing, and vehicle repair and maintenance activities in the project site, including, but not limited to garages and common parking areas. p. Provision that requires that all landscaping, including but not limited infiltration plantings, be maintained as depicted on the final landscaping plan. q. Provision guaranteeing equal access to all common facilities and amenities by all residents(renters and homeowners) of the project. r. Provision requiring owner-occupancy for a minimum of one.year prior to rental of a unit. The Community Development Director may approve an alternative mechanism to implement this standard as determined appropriate by the'City Attorney. s. Provision indicating that parking spaces shall not be sold or rented separately from the residential units. PROJECT PLANNER CONTACT: Daniel Fama, Associate Planner (408) 866-2193 danielt(c,,,cityofcampbell.com cc: Aki Snelling,Planning Manager Bill Bruckart,Building Official File Nos.:PLN2014-140/141 J:\Parcel Maps&Lot Line Adjustments\2015\2305 S.Winchester Blvd- Final Map,and Grading&Drainage Review Memo.doc 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•E-MAIL planning@cityofeampbell.com Y r REPORT TO WINCHESTER BVLD PARTNERS LLC Los ALTOS HILLS, CALIFORNIA FOR PROPOSED MIXED-USED BUILDING 2295 & 2305 S. WINCHESTER BOULEVARD CAMPBELL, CALIFORNIA GEOTECHNICAL INVESTIGATION MARCH 2O15 RECEIVED MAY 13 2015 CITY OF CAMPBELL BUILDING DIVISION PREPARED BY SILICON VALLEY SOIL ENGINEERING 2391 ZANKER ROAD, SUITE 350 SAN DOSE, CALIFORNIA 2295 — 2305 S WINCHESTER BL BLD2015-00506 12 2015 305-34-004 public Worlcs Administration GRADING & SITE IMPROVEMENTS FOR NEW MIXED USE PROJECT 1 .s SILICON VALLEY SOIL ENGINEERING GEOTECHNICAL CONSULTANTS File No. SV1352 March 17, 2015 Winchester Bvld Partners LLC 25981 Vinedo Lane Los Altos Hills, CA 94022 Attention: Mr. Steve Johnson Subject: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California GEOTECHNICAL INVESTIGATION Dear Mr. Johnson: Pursuant to your request, we are pleased to present herein our geotechnical investigation for the proposed mixed-use building. The subject site is located at 2295 and 2305 S. Winchester Boulevard in Campbell, California. Our fin dings„indicate that the site is suitable for the proposed development provided the recommendations contained in this report are carefully followed. Field reconnaissance, drilling, sampling, and laboratory testing of the surface and subsurface material evaluated the suitability of the site. The following report details our investigation, outlines our findings, and presents our conclusions'`based on those findings. If you have any questions or require additional information, please feel free to contact our office at your convenience. Very truly yours, SILICON VALLEY SOIL ENGINEERING �pQRpFESS/Q w RCE 32296Of m Sean Deivert Vien Vo, P.E. Project Manager �TF OF CR0F��� SV1352.G1/Copies: 4 to Winchester Bvld Partners LLC 2391 ZANKER ROAD, SUITE 350 • SANJOSE, CALIFORNIA 95131 • (408) 324-1400 • F (408) 324-1404 4 File No. SV1352 ii TABLE OF CONTENTS GEOTECHNICAL INVESTIGATION PAGE INTRODUCTION 1 SITE LOCATION AND DESCRIPTION 1 --------------- --------------------------------------------•--------------•--------------------------------------------------------------------------------------. FIELD INVESTIGATION __ _ _ 1 ---------------------------------------------------------- - --------------------- LABORATORY INVESTIGATION 2 SOIL CONDITIONS 3 GENERAL GEOLOGY 4 L Q UEFAC TION ANALYSIS 5 _ ------------------------------------------------------------------------------------------------------------- . INUNDATION__POTENTIAL------ -----------------------------------------•--- ---------------------------------------------------------5.CONCLUSIONS----------------------------- 6. ----------------------------------------------------------------------------------------------------- RECOMMENDATIONS------- --------------- ----------------•-----•-•-•-•----------------•------------- --•-----•--- --------$. GRADING--------------------------------------------------------------------------------------------------- _8 -------------------------------- WATER WELLS 10 ................................................. ------ --------------------- ------------------------••-------•-----•---- ----------------------------- FOUNDATION__DESIGN_CRITERIA--------------------------------------------------------------------------------------1.0 201.3_0C_SEISMIC_VALUES----- ------------------------------------------- -------------1 ---------------------------------- CONCRETE SLAB-ON-GRADE CONSTRUCTION 12 ----------------------------------------------------------------------------------------------------------------------------------------------------------- RETAINING WALLS 13 EXCAVATION 14 DRATNAG E-------•-----•---------------------•----•--------------•---------•------ --------•-----------1.4 ------------------------------------ ON__SITE UTILITY_TRENCHING_____________•_____._ 1.5 -------------------------------------------------------------- PAVEMENT_DESIGN--------•--•--------•-------------------------------------------------------------• ------1-6 ----------------------- LIMITATIONS_AND_UNIFORMITY_OF_CONDITIONS___________________________________________________________ 1.7. REFERENCES--------------- ------------------------------------------------------------ ----•----1.... March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 LIST OF TABLES, FIGURES, AND APPENDICES GEOTECHNICAL INVESTIGATION TABLES TABLE I - SUMMARY OF MOISTURE/DENSITY & DIRECT SHEAR TESTS TABLE II - PROPOSED ALTERNATE PAVEMENT SECTIONS TABLE III - PROPOSED RIGID PAVEMENT SECTIONS TABLE IV - PROPOSED PAVER PAVEMENT SECTIONS FIGURES FIGURE 1 - VICINITY MAP FIGURE 2 - SITE PLAN FIGURE 3 - FAULT LOCATION MAP FIGURE 4 - PLASTICITY INDEX CHART FIGURE 5 - COMPACTION TEST A FIGURE 6 - R-VALUE TEST APPENDICES MODIFIED MERCALLI SCALE METHOD OF SOIL CLASSIFICATION CHART KEY TO LOG OF BORING EXPLORATORY BORING LOGS (B-1 THROUGH B-3) March 17, 2015 SILICON VALLEY SOIL ENGINEERING r File No. SVl 352 1 INTRODUCTION Per your authorization, Silicon Valley Soil Engineering (SVSE) conducted a geotechnical investigation. The purpose of this geotechnical investigation was to determine the nature of the surface and subsurface soil conditions at the project site through field investigations and laboratory testing. This report presents an explanation of our investigative procedures, results of the testing program, our conclusions, and our recommendations for earthwork and foundation design to adapt the proposed development to the existing soil conditions. SITE LOCATION AND DESCRIPTION The subject site is located at 2295 and 2305 South Winchester Boulevard in Campbell, California (Figure 1). South Winchester Boulevard bound the subject site to the east, existing retail/commercial building to the south, residential developments to the west, and El Caminito Avenue to the north At the time of this investigation, the subject site is an rectangular shaped, relatively flat vacant parcels (APN 305-34-004 & 005). In late 2007, two residential structures were demolished. Based on the available information for the subject site, the proposed development will include the construction of a three-story mixed-use building with ground floor parking and associated improvements. The approximate location of the proposed structure and our borings are shown on the Site Plan (Figure 2). FIELD INVESTIGATION After considering the nature of the proposed development and reviewing available data on the area, our geotechnical engineer conducted a field investigation at the project site. It included a site reconnaissance to detect any unusual surface features, and the drilling of three exploratory test borings to March 17, 201 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 2 determine the subsurface soil characteristics. The borings were drilled on March 10, 2015. The approximate location of the borings is shown on the Site Plan (Figure 2). The borings were drilled to the depths of 11 .5 feet to 31 .5 feet below the existing ground surface. The borings were drilled with a truck mounted drill rig using 6-inch diameter solid stem augers. The soils encountered were logged continuously in the field during the drilling operation. Relatively undisturbed soil samples were obtained by hammering a 2,5-inch outside diameter (O.D.) split-tube sampler (Modified California) into the ground at various depths. A 140- pound hammer with a free fall of 30 inches was used to drive the sampler 18 inches into the ground. Blow counts were recorded on each 6-inch increment of the sampled interval. The blows required to advance the sampler the last 12 inches of the 18 inch sampled interval were recorded on the boring logs as penetration resistance. After the completion of the drilling operation, the exploratory borings were backfilled from the bottom of the borehole to the surface with neat cement. In addition, one disturbed bulk sample of the near-surface soil was collected for laboratory analyses. The Exploratory Boring Log, a graphic representation of the encountered soil profile which also shows the depths at which the relatively undisturbed soil samples were obtained, can be found in the Appendix at the end of this report. LABORATORY INVESTIGATION A laboratory-testing program was performed to determine the physical and engineering properties of the soils underlying the site. 1 . Moisture content and dry density tests were performed on the relatively undisturbed soil samples in order to determine soil consistency and the moisture variation throughout the explored soil profile (Table 1). March 17, 201 5 SILICON VALLEY SOIL ENGINEERING r File No. SV1352 3 2. Atterberg Limits tests were performed on the sub-surface soil to assist in the classification of these soils and to obtain an evaluation of their expansion and shrinkage potential and liquefaction analysis (Figure 4). 3. The strength parameters of the foundation soils were determined from direct shear tests that were performed on selected relatively undisturbed soil samples (Table 1). 4. Laboratory compaction tests were performed on the near-surface material per the ASTM D1 557-12 test procedure (Figure 5). 5. One R-Value test was performed on a near surface soil sample for pavement section design recommendations (Figure 6). The results of the laboratory-testing program are presented in the Tables and Figures at the end of this report. SOIL CONDITIONS In Boring B-1 (31 .5 feet boring), the surface soil consists of 3.0 inches of organic material. Below the organic soil Layer to a depth of 3 feet, a medium brown, moist, stiff sandy clayey silt layer was encountered. From the depths of 3 feet to the end of the boring at 31 .5 feet, the soil became gray brown, damp, dense sandy gravel. The gravel was 1 .5 inch maximum diameter, sub-rounded, and poorly graded. Similar soil profiles were encountered in other borings. Groundwater not encountered in all borings to the depths explored during the drilling operation. It should be noted that the groundwater level would fluctuate as a result of seasonal changes and hydrogeological variations such as groundwater pumping and/or recharging. A graphic description of the explored soil profiles is presented in the Exploratory Boring Log contained in the Appendix. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 4 GENERAL GEOLOGY The site lies in the San Francisco Bay Region, which is part of the Coast Range province. The regional structure is dominated by the northwest trending Santa Cruz Mountains to the southwest and the Diablo Range across the bay to the northeast. The site lies on the east flank of the Santa Cruz Mountains on a thin layer of Holocene alluvial deposits overlying the Merced formation, Lower Pleistocene and Upper Pliocene marine deposits. The Santa Cruz Mountains consists of two entirely different, incompatible core- complexes, lying side by side and separated from each other by large faults. These two core complexes are Early Cretaceous Granitic intrusions, and an Upper Jurassic to Lower Cretaceous eugosynclinal assemblage - the Franciscan formation. These core complexes are blanketed by thick layers of Eocene to Pleistocene marine deposits. Some Miocene volcanic intrusions are also present in the Santa Cruz Mountains southwest of the subject site. The core complex of the Diablo Range to the northeast of the subject site is comprised of Franciscan formation, predominantly covered with Upper Cretaceous and Lower to Middle Pliocene marine deposits. The Quaternary history of the region is recorded by sedimentary marine strata alternating with non-marine strata. The changes of the depositional environment are related to the fluctuation of sea level corresponding to the glacial and interglacial periods. Late Quaternary deposits fill the center of the San Francisco Bay Region and most of the strata are of continental origin characterized as alluvial and fluvial materials. Folds, thrust faults, steep reverse faults, and strike-slip faults developed as a consequence of Cenozoic deformations that occur very often within the province and are continuing today. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 5 LIQUEFACTION ANALYSIS The site is not located within the State of California Seismic Hazard Zone for liquefaction (CGS, 2001). INUNDATION POTENTIAL The subject site is located at 2295 and 2305 South Winchester Boulevard in Campbell, California. According to the Limerinos and others, 1973 report, the site is not located in an area that has potential for inundation as the result of a 100-year flood (Limerinos; 1973). March 17, 201 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 6 - CONCLUSIONS 1 . The site covered by this investigation is suitable for the proposed development provided the recommendations set forth in this report are carefu Ily followed. 2. Based on the laboratory testing results, the native surface soil at the project site has been found to have a low expansion potential when subjected to fluctuations in moisture. 3. The proposed three-story mixed-use building should be supported on continuous perimeter foundation and isolated interior spread footings 4. The top foot of the surface soil at the site is loose. Therefore the subgrade soil should be scarified and re-compacted to at least 90% relative maximum density. 5. The imported non-expansive fill soils should be free of organic material and hazardous substances. All imported fill material to be used for engineered fill should be environmentally tested by our office prior to be used at the site. 6. We recommend the building pad be elevated above the adjacent ground surface to promote proper drainage and diversion of water away from the building foundations. 7. If the site is located in a low-lying area or adjacent to any creek or drainage channel, minor cracks and separations of the concrete slab-on- grade, asphalt concrete pavement and/or curb and gutter should be expected. 8. A reference to our report should be stated in the grading and foundation plans (this includes the Geotechnical Investigation File No. and date). March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 7 9. On the basis of the engineering reconnaissance and exploratory borings, it is our opinion that trenches that will be excavated to depths less than 5 feet below the existing ground surface will not need shoring. However, for trenches that will be excavated greater than 5 feet in depth, shoring will be required. 10. Specific recommendations are presented in the remainder of this report. 11 . All earthwork and grading shall be observed and inspected by a representative from Silicon Valley Soil Engineering (SVSE). These operations are not limited to testing and inspection during grading. March 17, 201 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 8 RECOMMENDATIONS GRADING 1 . The placement of fill and control of any grading operations at the site should be performed in accordance with the recommendations of this report. These recommendations set forth the minimum standards to satisfy other requirements of this report. 2. All existing surface and subsurface structures that will not be incorporated in the final development shall be removed from the project site prior to any grading operations. These objects should be accurately located on the grading plans to assist the field engineer in establishing proper control over their removal. All utility lines in the new building pad area must be removed prior to any grading at the site. 3. The depressions left by the removal of subsurface structures should be cleaned of all debris, backfilled and compacted with clean, native soil. This backfill must be engineered fill and should be conducted under the supervision of a SVSE representative. 4. Ali organic surface material and debris, including grass and weeds shall be stripped prior to any other grading operations, and transported away from all areas that are to receive structures or structural fills. Soil containing organic material may be stockpiled for later use in landscaping areas only. 5. After removing all the subsurface structures or existing pavement section and after stripping the organic material from the soil, the building pad area should be scarified by machine to a depth of 12 inches and thoroughly cleaned of vegetation and other deleterious matter. 6. After stripping, scarifying and cleaning operations, native soil should be re-compacted to not less than 95% relative maximum density in March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 9 accordance to ASTM D1 557-12 procedure over the entire building pad and 5 feet beyond the perimeter of the pad. 7. All engineered fill or imported soil should be placed in uniform horizontal lifts of not more than 6 to 8 inches in' un-compacted thickness, and compacted to not less than 95% relative maximum density in accordance to ASTM D1557-12 procedure. The baserock should be compacted to not less than 95% relative maximum density. Before compaction begins, the fill shall be brought to a water content that will permit proper compaction by either; 1) aerating the material if it is too wet, or 2) spraying the material with water if it is too dry. Each lift shall be thoroughly mixed before compaction to assure a uniform distribution of water content. 8. When fill material includes rocks, nesting of rocks will not be allowed and all voids must be carefully filled by proper compaction. Rocks larger than 4 inches in diameter should not be used for the final 2 feet of building pad. 9. Unstable (yielding) subgrade should be aerated or moisture conditioned as necessary. Yielding isolated area in the subgrade can be stabilized with an excavation of the subgrade to the depth of 12 to 18 inches, lined with stabilization fabric membrane (Mirafi 50OX or equivalent) and backfilled with aggregate base. 10. Silicon Valley Soil Engineering (SVSE), should be notified at least two days prior to commencement of any grading operations so that our office may coordinate the work in the field with the contractor. All imported borrow must be approved by SVSE before being brought to the site. Import soil must have a plasticity index no greater than 15 and an R-Value greater than 25. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 10 11 . All grading work shall be observed and approved by a representative from SVSE. The geotechnical engineer shall prepare a final report upon completion of the grading operations. WATER WELLS 12. Any water wells and/or monitoring wells on the site which are to be abandoned, shall be capped according to the requirements of the Santa Clara Valley Water District. The final elevation of the top of the well casing must be a minimum of 3 feet below the adjacent grade prior to any grading operation. FOUNDATION DESIGN CRITERIA 13. We recommend the proposed three-story mixed-use building be supported on continuous perimeter foundation and isolated interior spread footings. Recommendations are presented in the following paragraphs. 14. Continuous perimeter and isolated interior spread footings should be founded at a minimum depth of 36 inches below finished subgrade pad. Under these conditions, the allowable bearing capacity is 3,300 psf for both continuous perimeter and isolated and interior spread footings. The excavated footing bottoms should be compacted with jumping jack or vibratory plate prior to rebar placement. 15. The above bearing values are for dead plus live loads, and may be increased by one-third for short term seismic and wind loads. The design of the structures and the foundations shall meet local building code requirements. 16. The project structural engineer responsible for the foundation design shall determine the final design of the foundations and reinforcing required. We March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 1 recommend that the foundation plans be reviewed by our office prior to submitting to the appropriate local agency and/or to construction. 2013 CBC SEISMIC VALUES 17. The site categorization and site coefficients are shown in the following table: Classification/Coefficient Design Value Site Class (Table 20.3-1 CBC 2013) D Risk Category 1,11,111 Site Latitude 37.2813971, N. Site Longitude 121 .9501390 W. 0.2-second Mapped Spectra Accele ration',Ss 1 .730g* 1 -second Mapped Spectra Acceleration', 51 0.61 Bg* Short-Period Site Coefficient, Fa (Table 1 1 .4-1 CBC 201 3) 1 .0 Long-Period Site Coefficient, Fv 1 .5 (Table 1 1 .4-2 CBC 2013) 0.2-second Period, Maximum considered Earthquake Spectral Response Acceleration 5ms 1 .730g* (51ws = Fa55- Equation 1 1 .4-1 CBC 2013) 1 -second Period, Maximum Considered Earthquake Spectral Response Acceleration San 0.927g* (5m = Fv5j - Equation 1 1 .4-2 CBC 2013) 0.2-second Period, Designed Spectra Acceleration, Sos ] .I 54g* (Sos = 2/35M5- Equation 1 1 .4-3 CBC 201 3) 1 -second Period, Designed Spectra Acceleration, So, 0.618g* (5D7 = 2/35M7 - Equation 1 1 .4-4 CBC 2013) ' For Site Class B, 5 percent damped. * USGS Seismic Design Maps for 2013 CBC analysis. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 12 CONCRETE SLAB-ON-GRADE CONSTRUCTION 18. Based on the laboratory testing results of the near-surface soil, the native soil on the site was found to have a low expansion potential when subjected to fluctuation in moisture. 19. The concrete slab should have a minimum thickness of 5 inches and reinforced with No. 4 rebar with maximum 18 inches on center both ways. If the concrete garage slab were to receive floor covering, a 1 5-mil vapor barrier should be placed on the rock section. 20. A minimum of 6 inches of % inch crushed rock or Class II Baserock (recycled crushed asphalt concrete is not acceptable) should be placed on the subgrade soil. The baserock material should be compacted to not less than 95% relative maximum density. The finished crushed rock grade should be compacted with vibratory plate. 21 . The subgrade should be compacted to not less than 95% relative maximum density. The pad subgrade should be compacted prior to placement of the crushed rock and after installation of any under utility pipes and footing excavation with smooth drum roller and/or heavy vibratory plate equipment. A representative from our office should inspect the grade prior to rock placement. 22. Use of a vapor barrier=membrane under the concrete slab is required if a floor covering would be applied. If the slab would not receive a floor covering, the vapor barrier membrane can be eliminated. 23. Prior to placing the vapor barrier membrane and/or pouring concrete, the slab subgrade shall be moistened with water to reduce the swell potential, if deemed necessary, by the field engineer at the time of construction. March 17, 2 01 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 13 RETAINING WALLS 24. Any facilities that will retain a soil mass shall be designed for a lateral earth pressure (active) equivalent to 50 pounds equivalent fluid pressure, plus surcharge loads. If the retaining walls are restrained from free movement at both ends, they shall be designed for the earth pressure resulting from 60 pounds equivalent fluid pressure, to which shall be added surcharge loads. 25. In designing for allowable resistive lateral earth pressure (passive), a value of 250 pounds equivalent fluid pressure may be used with the resultant acting at the third point. The top foot of subgrade soil shall be neglected for computation of passive resistance. 26. A friction coefficient of 0.3 shall be used for retaining wall design. This value may`be increased by 1 /3 for short-term seismic loads. 27. The above values assume a drained condition, and a moisture content compatible with those encountered during our investigation. 28. Drainage should be provided behind the retaining wall. The drainage system should consist of perforated pipe, Schedule 40 or equivalent, placed at the base of the retaining wall and surrounded by 3/ inch drain rock wrapped in a filter fabric, Mirafi 140N or equivalent. The drain rock wrapped in fabric should be at least 12 inches wide and extend from the base of the wall to within 1 .5 feet of the ground surface. The upper 1 .5 feet of backfill should consist of compacted native soil. The retaining wall drainage system should be sloped to outfall to a discharge facility. 29. As an alternative to the drain rock and fabric, Miradrain 2000 or approved drain mat may be used behind the retaining wall. The drain mat should extend from the base of the wall to the ground surface. A perforated pipe March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 14 (subdrain system) should be placed at the base of the wall in direct contact with the drain mat. The pipe should be sloped to outfall to an appropriate discharge facility. 30. We recommend a thorough review by our office of all designs pertaining to facilities retaining a soil mass. EXCAVATION 31 . No difficulties due to soil conditions are anticipated in excavating the on-site material. Conventional earth moving equipment will be adequate for this project. 32. Any vertical cuts deeper than 5 feet must be properly shored. The minimum cut slope for excavation to the desired elevation is one horizontal to one vertical (1 :1). The cut slope should be increased to 2:1 if the excavation is conducted during the rainy season or when the soil is highly saturated with water. DRAINAGE 33. It is considered essential that positive drainage be provided during construction and be maintained throughout the life of the proposed structures. 34. The final exterior grade adjacent to the proposed structure should be such that the surface drainage will flow away from the structure. Rainwater discharge at downspouts should be directed onto pavement sections, splash blocks, or other acceptable facilities, which will prevent water from collecting in the soil adjacent to the foundations. 35. Utility lines that cross under the slab or through perimeter slab should be completely sealed to prevent moisture intrusion into the areas under the slab and/or perimeter. The utility trench backfill should be of impervious March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 15 material and this material should be placed at least 4 feet on either side of the exterior perimeter. 36. Consideration should be given to collection and diversion of roof runoff and the elimination of planted areas or other surfaces, which could retain water in areas adjoining the building. In unpaved areas, it is recommended that slopes adjacent to the perimeter building walls should be protected. These slopes should be extended to a minimum of 5 feet horizontally from building walls with a minimum outfall of 2 percent. 37. If the subgrade in the landscaping area is moderately to highly expansive, proper drainage should be provided in the landscaping area adjacent to the building foundation. A drip irrigation system is preferable. If the sprinkler system is located adjacent to the building foundation or concrete walkway, a moisture cut-off barrier should be provided. 38. Based on laboratory test results of the near surface soil at the subject site, we estimated that the infiltration rate is approximately 2 inches per hour. This rate can be used in the design of the bio-retention system for on-site storm drainage. ON-SITE UTILITY TRENCHING 39. All on-site utility trenches must be backfilled with native, on-site material, or import fill and compacted to at least 90% relative maximum density and 95% for the final 12 inches. Backfill should be placed in 6 to 8 inch lifts and compacted. jetting of trench backfill is not recommended. A representative from our firm should be notified at least 48 hours before the start of any utility trench backfilling operations. 40. The utility trenches running parallel to the building foundation should not be located in an influence zone that will undermine the stability of the foundation. The influence zone is defined as the imaginary line extending March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SVl 352 16 at the outer edge of the footing at a downward slope of 1 :1 (one unit horizontal distance to one unit vertical distance). If the utility trenches were encroaching the influence zone, the encroached area should be stabilized with cement sand slurry. 41 . If utility trench excavation is to encounter groundwater, our office should be notified for dewatering recommendations. PAVEMENT DESIGN 42. Due to the uniformity of the near-surface soil at the site, one R-Value Test was performed on a representative bulk sample. The result of the R-Value test is enclosed in this report. The following alternate sections are based on our laboratory resistance R-Value test of near-surface soil samples and traffic indices (T.I.) of 4.5 for parking stalls and 5.5 for parking area and driveway (travel way). Alternate pavement section designs, which satisfy the State of California Standard Design Criteria, and above traffic indices, are presented in Table II. Rigid pavement section designs are presented in Table III. The paver pavement sections designs are presented in Table IV. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 17 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1 . The recommendations presented herein are based on the soil conditions revealed by our test borings and evaluated for the proposed construction planned at the present time. If any unusual soil conditions are encountered during the construction, or if the proposed construction will differ from that planned at the present time, Silicon Valley Soil Engineering (SVSE) should be notified for supplemental recommendations. 2. This report is issued with the understanding that it is the responsibility of the owner, or his representative, to ensure that the necessary steps are taken to see that the contractor carries out the recommendations of this report in the field. 3. The findings of this report are valid, as of the present time. However, the passing of time will change the conditions of the existing property due to natural processes, works of man, from legislation or the broadening of knowledge. Therefore, this report is subjected to review and should not be relied upon after a period of three years. 4. The conclusions and recommendations presented in this report are professional opinions derived from current standards of geotechnical practice and no warranty is intended, expressed, or implied, is made or should be inferred. S. The area of the borings is very small compared to the site area. As a result, buried structures such as septic tanks, storage tanks, abandoned utilities, or etc. may not be revealed in the borings during our field investigation. Therefore, if buried structures are encountered during grading or construction, our office should be notified immediately for proper disposal recommendations. March 17, 2 01 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 18 6. Standard maintenance should be expected after the initial construction has been completed. Should ownership of this property change hands, the prospective owner should be informed of this report and recommendations so as not to change the grading or block drainage facilities of this subject site. 7. This report has been prepared solely for the purpose of geotechnical investigation and does not include investigations for toxic contamination studies of soil or groundwater of any type. If there are any environmental concerns, our firm can provide additional studies. 8. Any work related to grading and/or foundation operations during construction performed without direct observation from SVSE personnel will invalidate the recommendations of this report and, furthermore, if we are not retained for observation services during construction, SVSE will cease to be the Geotechnical Engineer of Record for this subject site. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 19 REFERENCES Borcherdt R.D., Gibbs J. F., Lajoie K.R., 1977 - Maps showing maximum earthquake intensity predicted in the southern San Francisco Bay Region, California, for large earthquakes on the San Andreas and Hayward faults. U.S.G.S. MF-709. Helley Ej., Brabb, E.E., 1971 - Geologic map of Late Cenozoic deposits, Santa Clara County, California, U.S.G.S. MFS No. 335, Basic Data Contribution No. 27. Limerinos J.T., Lee K.W., Lugo P.E., 1973 - Flood Prone Areas in the San Francisco Bay Region, California U.S.G.S. Open file report. Rogers T.H., and Williams J.W., 1974 - Potential seismic hazards in Santa Clara County, California Special Report, No. 107, California Division of Mines and Geology. USGS (1997). Guidelines for Evaluating and Mitigating Seismic Hazards in California. Special Publication 1 17. Department Of Conservation. Division of Mines and Geology. USGS (2002). CGS Seismic Hazard Zone Report 058 [Seismic Hazard Evaluation of the San Jose West 7.5-Minute Quadrangle, Santa Clara County, California. 2002 (Revised 70170/2005). Department Of Conservation. Division of Mines and Geology]. 2013 (CBC) California Building Code, Title 24, Part 2. March 17, 2015 SILICON VALLEY SOIL ENGINEERING TABLES TABLE I - SUMMARY OF MOISTURE/DENSITY & DIRECT SHEAR TESTS TABLE II - PROPOSED ALTERNATE PAVEMENT SECTIONS TABLE III - PROPOSED RIGID PAVEMENT SECTIONS TABLE IV - PROPOSED PAVER PAVEMENT SECTIONS File No. SV1352 TABLE I SUMMARY OF MOISTURE/DENSITY & DIRECT SHEAR TESTS In-Place Conditions Direct Shear Testing Atterberg Limits Sample Depth Moisture Dry Angle of Unit Liquid Plasticity No. Ft. Content Density Internal Cohesion Limit Index P.O. Friction k.s.f. Dry Wt. Degrees L.L. P. I. 1 -1 3 14.8 108.0 0 35 1 -2 5 5.4 116.0 1-3 10 3.5 125.7 1 -4 15 3.1 127.6 1-5 20 2.9 127.1 1 -6 30 3.5 126.4 2-1 3 15.5 106.2 2-2 5 3.9 113.4 2-3 10 2.8 125.9 2-4 15 3.2 126.6 2-5 20 3.8 127.0 3-1 3 16.3 108.2 3-2 5 5.0 114.1 3-3 10 3.8 124.4 March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 TABLE If PROPOSED ALTERNATE PAVEMENT SECTIONS Location: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California PARKING STALLS DRIVEWAY Design R-Value 24.0 24.0 Traffic Index 4.5 5.5 Gravel Equivalent 14.0 16.0 Recommended Alternate ]A 1 B 1 C 2A 2B 2C Pavement Sections: Asphalt Concrete 3.0" 3.5" 4.0" 3.0" 3.5" 4.0" Class II Baserock (R=78 min.) compacted 6.0" 5.0" 4.0" 9.0" 8.0" 7.0" to at least 95% relative maximum density Subgrade soil scarified and 0 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" compacted to at least 95/ relative maximum density March 1 T, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 TABLE III PROPOSED RIGID PAVEMENT SECTIONS Location: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California DRIVEWAY * SIDEWALK Recommended Rigid Pavement Sections: P.C. Concrete 6.0" 4.0" Class II Baserock (R=78 min.) compacted 6.0" 4.0" to at least 95% relative maximum density Subgrade soil scarified and compacted to at least 95% 12.0 12.0 relative maximum density * Including trash enclosures, stress slabs, valley gutters, and curb & gutters. Reinforcement provided by Structural Engineer. Maximum control joints at 10' x 101. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 TABLE IV PROPOSED PAVER PAVEMENT SECTIONS Location: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California DRIVEWAY/PARKING AREA Recommended Paver IA* 1 B* 2A 2B Pavement Sections: Min. 3.25" ± Min. 3.25" ± Min. 3.25" ± Min. 3.25" ± Permeable Permeable Non- Non- Vehicular Rated Pavers Paver Paver Permeable Permeable Parking Stalls Driveway Paver Paver Parking Stalls Driveway ASTM No. 8 Bedding 2.0" 2.0" 2.0" 2.0" Course & Paver Filler 3/4" Clean Crushed Rock or Class II Permeable 8.0" 1 1 .01, --- --- compacted to at least 90% relative maximum density Class II Baserock (R=78 min.) compacted --- --- 8.0" 1 1 .0" to at least 95% relative maximum density Subgrade soil scarified and 12.0" 12.0" 12.0" 12.0" compacted to at least 90% relative maximum density x (see next page) March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 The subgrade should be lined with a geotextile membrane Mirafi 50OX or equivalent. The liner should be place and overlapped properly for drainage. The subgrade should be sloped at a minimum of 2% towards the subdrain system. The subdrain system should consist of a 4-inch diameter perforated pipe surrounded by Y4 inch drain rock wrapped in a filter fabric. The drain rock wrapped in fabric should be at least 12 inches wide and 12 inches below the finished subgrade elevation. The drainage system should be sloped to outfall to a discharge facility. The pavers should be bordered with a concrete curb/band. Typically, minor maintenance would be required during the life of the pavers. March 17, 2015 SILICON VALLEY SOIL ENGINEERING FIGURES FIGURE 1 - VICINITY MAP FIGURE 2 - SITE PLAN FIGURE 3 - FAULT LOCATION MAP FIGURE 4 - PLASTICITY INDEX CHART FIGURE 5 - COMPACTION TEST A FIGURE 6 - R-VALUE TEST SITE lN. I I DEL nR, 4 t. TIo 0 a tl I ! o cr . I. I zi. y: 3� ,s-SMIDEk It�G CT HERITArETvIm f i ta;�ror� r' I uEpEG 'AV,' ,5y 4. AI-BAT "S CT I wY _GRANT ST T ! h ' - p. - - HA TIIORIIE `y CHAR11AiN a DR I w + H�RITAaE rY��� HT 1 r2 t �!`„ •• -I i' �'S.�' } I 4.ILL E --v cvl r,.(: LIE 35-1d� lH PLEAT A! f4 1 THE -ti�ti z coin✓ ,�.�E ' �IUIC !CEWTER�R IW_. J T W iC1�(� L`r . U � -�a // r✓✓r✓ �AhIP ELL DR $ E CAMPBE/L AU I AcT RCy y R�ptr-CIT,Y R�. f ¢ Q R u o- -- R 1 J_ ` CITY__�pR sra a; 2. t i r _,. z�EVe"RET! 'n AV .CSyy ! ig _RINCON N' �� A �_EIv RIOCON AV! rt . _1'1 JAG YJ .zI ! r- •6i n- �• IH ,ui1_ - ALICE I z;. RIC Y WCYY i - n - CHERRY LN - ";AV _ .1 =- o APRICOT �� �6F: C( _ P I z �;U r / ti?. / 1 RID i CATALPA J SUUIIYSIDE AV AV a. _ om PASEDE.PAL SAS ao�EL CAMINITO Y,E!IIIEDY L AV �� ( � rDUE-r DR ° L ` d;�¢� , I,dons HIELBRncx COPPORATE_ - f rEtliU_ki "'�d� _. - - �ScT1 BUDD AVw J a( ��;� t¢La LIMIT L!a a N r-.1iBROOK CT tC6UulatA 14ILTON DRI� Z �7 n.JQj;..,`-'ECT_VALLEY BUDD AV ,} — I Al ,r TPCyy £"Q` DR Y �, ; f EP.: AV _�f 3 �Ce`�''PKHY,,o� (' 1 -AU de o Sr \9 BRIDGE PLC / im - i N STA1� CS O 4 k✓rFRF.Y_ gypp r {_ d3 ECHO -"' `v. r'"' \\ o%•. scae�L�;0 ;I i ;Rt5rRN0 -) SEPGUGfi F4� pR a c _t HOLLIS AV / --- '�' WY ScP90 { '-�... g � ' U/l o �i wc, DR °3aer - WALDO RD ` x m o�'✓ Q — c `'.Fg1PH !y 1�� J!/Pd O� l �. ' AvE - % � ��m w J �C� f CA fBR7A V �G I 1 CTI> _? CTi flAD. awl �y � �F m vLDR r E-LN1PA a LA'_EAR;0 t AV) 61N+i\. - c CT zrl. DR 1. <. DELL AV ". �h1PIS1 Pr( r y - PI; LP1 ,n lrlLj GT�.:BETA.,TI Lrl f_�_-__—� IQM1 1000 2008 _ ... . ..�,,— e..L",^ .'�"`=P'•::;:. •r.,.. a:_'P_"'ga'+'aet�...,�r.....� ,. ,._a.. y_.;._ Silicon Valley Soil VICINITY MAP File No.: SV1352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 1 San Jose, CA 95131 (408) 324-1400 2295 & 2305 S. Winchester Boulevard Campbell, California Scale: NOT TO SCALE March 2015 tis os SR cfDo M 1969 [ p 1902 • A oq 1� a 5.5 1889_ d �prSC' a�N / 6.0. o a 10'1a p0iaw�«.�. Z ` 1899 6. �p7 — - !�• �� WC °pO 1836' � Q 1 1980 n 9 O 7.0 D 5.5 SIF G� 1861 �@ 1966 1906 K ,y 5.3 p.� ')L. 5.7 8.3 dy C►. �o 1957 di / 5.3 y 1 7308 Epp 17 08 1986 PA# 1858 5.7 O '6.1 O^ �0 . 1988 .odd Ltd SJ 186\� N,5.1 �A `i 6.3 1911 1986 R� ; phi 18� a A • 6.6 5.7 1903 A. Od Z ` co Gr \!8\r1988 5.5 S' er ��o 0 5.8 5.1 -�d MHr @ 1984 s 9@ � � 6.2 SITE . zoyante 19g 38 ��� 1864 1884 A `Or,. 5.9 { 5.9 1989 Cd 1979 EXPLANATION 6.2 Fault;dotted where concealed 1890\\H A1910 6.3 1939 A 1906 Significant earthquake epicenter 1926 5.5 5.5 8.3 with year of event and Richter magnitude 6.1 • y� • 'MTV Silicon Valley Soil FAULT LOCATION MAP File No.: SV1352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 3 San Jose, CA 95131 (408) 324-1400 2295 & 2305 S. Winchester Boulevard Campbell, California Scale: NOT TO SCALE March 2015 EXUDATION PRESSURE(P.S.I.) •800 700 600 500 400 300 200 100 24 100 RESISTANCE, R-VALUE TEST = 22 STATE OF CALIFORNIA gp U TEST METHOD NO.CALIFORNIA 301- z 20 80 LU w 18 70 w 16 60 m Q a > Ln 14 50 i m ce Ln 12 40 w Z U 10 30 8 20 w O 6 10 U 4 0 2 0 ## 0 2 4 6 8 10 12 14 16 18 20 22 24 26 COVER THICKNESS BY EXPANSION PRESSURE- INCHES SAMPLE: A DESCRIPTION: Medium Brown Sandy Clayey SILT SPECIMEN A B C EXUDATION PRESSURE(P.S.I.) 216.0 329.0 431.0 EXPANSION DIAL(.0001") 33.0 60.0 85.0 EXPANSION PRESSURE(P.S.F.) 143.0 260.0 368.0 RESISTANCE VALUE, "R" 16.0 27.0 41.0 MOISTURE ATTEST 16.3 15.3 1 4.4 DRY DENSITY ATTEST(P.C.F.) 110.1 112.3 1 1 1 5.3 R-VALUE AT 300 P.S.I. EXUDATION PRESSURE _ (24) Silicon Valley Soil R-VALUE TEST File No. SV1 352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 6 San Jose, CA 95131 2295 & 2305 S. Winchester (408) 324-1400 Boulevard Campbell, California Scale: NOT TO SCALE March 2015 APPENDICES MODIFIED MERCALLI SCALE METHOD OF SOIL-CLASSIFICATION - - KEY TO LOG OF BORING.. EXPLORATORY BORING LOGS- (B-1 THROUGH B-3) Project:Proposed Mixed Use Building Silicon Valley Soil Engineering Log of Boring B-3 Project Location:2295&2305 South 2391 Zanker Road,Suite 350 Winchester Blvd.-Campbell,California San Jose,CA 95131 Sheet 1 of 1 Project Number:SV1352 (408)324-1400 Date(s) 03/10/15 Logged By V.V. Checked By Drilled Drilling Solid Stem Auger Drill Bit 6-inch Total Depth 11.5 feet Method SIZerrype of Borehole Approximate 213 feet Surface Elevation Groundwater Level Sampling Modified California Hammer 140 Ibs and Date Measured Method(s) Data Borehole Backf II Grout Location C U m o n wd d E n c rn a -� m CL a� d a d Z o J o ECL c d m �� w � U •. " `- d� � w CL o n E E E 3 m10 o rn to in d c7 MATERIAL DESCRIPTION 5l O 'oci 5LL :7 a 0.29 crass 3.0 inches of organic material ML Medium Brown Sandy Clayey SILT Moist,stiff 3 GP 3-1 25 v a Gray Brown Sandy GRAVEL 16.3 108.2 Irr - 3-3Damp,dense 5aGRAVEL:1.5 inches maximum diameter 1c Sub-rounded,poorly graded 3-2 41 5.0 114.1 10vU 55+ v 0 3.8 124.4 11.5 0 Boring terminated at 11.5 feet 1s 20 25 30 RealQuest.com 0- Report s� Property Detail Report For Property Located At : CoreLogic' 2295 WINCHESTER BLVD, CAMPBELL, CA 95008 ReIQUESt Owner Information Owner Name: GABILAN STREET LLC ,.Mailing Address: 389 1ST ST, LOS ALTOS CA 94022-3605 C058 , Vesting Codes: I I CO Location Information j Legal Description: LOT 19 County: SANTA CLARA,CA APN: 305-34-004 Census Tract/Block: 5065.0312 Alternate APN: Township-Range-Sect: Subdivision: Legal Book/Page: Map Reference: 66-B31 Legal Lot: 19 Tract#: Legal Block: School,District: CAMPBELL 1 Market Area: 15 School District Name: Neighbor Code: Munic/rownship: CAMPBELL I Owner Transfer Information Recording/Sale Date: / Deed Type: Sale Price: 1 st Mtg Document#: Document#: Last Market Sale Information Recording/Sale Date: 09/181201410911712014 1 st Mtg Amount/Type: $750,0001 PF Sale Price: $2,000,000 1st Mtg Int. Rate/Type: I Sale Type: FULL 1st Mtg Document#: 22710804 Document#: 22710803 2nd Mtg Amount/Type: / Deed Type: GRANT DEED 2nd Mtg Int.Rate/Type: / Transfer Document#: Price Per SgFt: $1,718.21 New Construction: Multi/Split Sale: MULTIPLE Title Company: NORTH AMERICAN TITLE Lender: PRIVATE INDIVIDUAL Seller Name: SREA INC Prior Sale Information Prior Rec/Sale Date: 09/18/2014/09/15/2014 Prior Lender: Prior Sale Price: $1,250,000 Prior,1st Mtg Amt/Type: / Prior Doc Number: 22710802 Prior 1 st Mtg Raterrype: / Prior Deed Type: GRANT DEED Property Characteristics Year Built/Eff: 1948/1948 Total Rooms/Offices Garage Area: Gross Area: 1,164 Total Restrooms: Garage Capacity: Building Area: 1,164 Roof Type: Parking Spaces: Tot Adj Area: Roof Material: Heat Type: Above Grade: Construction: WOOD Air Cond: NONE f #of Stories: Foundation: Pool: Other Improvements: Exterior wall: Quality: AVER jBasement Area: Condition: AVER I Site Information Zoning: - P-D Acres: 0.28 County Use: VACA } Lot Area: 12,160 Lot Width/Depth: 80 x 162 State Use: iLand Use: VACANT LAND(NEC) Commercial Units: Water Type: Site Influence: Sewer Type: Building Class: D0551 Tax Information Total Value: $670,000 Assessed Year: 2014 Property Tax: $8,46! Land Value: $670,000 Improved%: Tax Area: 10005 1 of 2 5/13/2015 1:57 PI TO: Roger K.Storz .0� •C �� Bill Bruckart Senior Civil Engineer Building Division City of Campbell 70 North First Street V Campbell,CA 95008 © p Phone: (408)866-2190 Fax:(408)376-0958 E-Mail: roaers(&cityofcampbell.com ORCH.AR9 ' Date: May 13,2015 Public Works Department Land Development Division The.Returning Redlined Plans are: Plan Check Status: Submittal Package from: ❑ Grading and Drainage ®lst Submittal Date: 5/13/15 ❑ Public Works ❑ Off-Site Street Improvement ❑ 2nd Plan Check Date: ❑ Landscaping Plans ❑ 3rd Plan Check Date: ❑ Planning Department ❑ Public Service Easement ❑ Final Date: ❑ Lot Line Adjustment ❑ Building Department ❑ Vacation of Excess of Right of Way ❑ Parcel Map ❑ Other Department ❑ Final Map Project Address: 2295 S. Winchester Blvd. Campbell, CA 95008 Enclosure(s): . ❑Redlined plan check comments ❑ Final(Tract)Map ❑ Plan check comments list(s) ® Grading&Drainage/On-site Improvements ❑ Itemized response letter to each item ❑Approved Tentative Parcel/Final Map ❑ Closure Calculations ❑Public Works Conditions of Approval ❑ Stormwater Management Plan ❑ Deeds&Referenced Documents ❑ Hydrology and hydraulic calculations with ❑Plat&Legal Description hydrology maps ❑ Assessor's Parcel Map ® Soils Report ❑ Other Attached is the Grading and Drainage/On-site improvement plan for your review. Please assign a Building permit number to this application. Please contact Public.Works immediately should you need additional information. Sincerely, Roger J:\LandDev\Plan Check Comments\1-Specific Projects-Active Project in Progress\Winchester Blvd 2295-2305\Grading\PC 1\Transmittal to Building.doc Rev 11/13 j NORTH 6612 Owens Drive, Suite 100 AMERICAN Pleasanton, California 94588 rTITLE Office Phone: (925)847-9570 UCOMPANY Office Fax: (925)847-0663 Like Clockwork 0 North American Title Company 6612 Owens Drive, Suite 100 Pleasanton, CA 94588 Our Order No.: 1361198 Property Address: 2295 and 2305 South Winchester Blvd, Campbell, CA 95008 Attention: Kim Garner Preliminary Report Dated as of May 6, 2015 at 7:30 A.M. In response to the above referenced application for a Policy of Title Insurance, North American Title Insurance Company Hereby reports that it is prepared to issue,or cause to be issued, as of the date hereof,a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules,Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage and limitations on covered risks of said Policy or Policies are set forth in Exhibit A attached.The Policy to be issued may contain an Arbitration Clause. When the amount of insurance is less than that set forth in the Arbitration Clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the Parties. Limitations on covered risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which establish a deductible amount and a maximum dollar limit of liability for certain coverages are also set forth in Exhibit A. Copies of the Policy forms should be read. They are available from the office which issued this report. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully.The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens,defects,and encumbrances affecting title to the land. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby.If it is desired that liability be assumed prior to the issuance of a policy of title insurance,a Binder or Commitment should be requested. The form of Policy of title insurance contemplated by this report is: CLTA Standard Coverage Owners Policy Please note that the America's First Homeowner's Policy (CLTA/ ALTA Homeowner's Policy) can only be issued on transactions involving individuals as purchasers and residential 1-4 properties. Any indication that the America's First Homeowner's Policy(CLTA/ALTA Homeowner's Policy)will be issued in a transaction that does not meet these criteria is hereby revised to state that the policy contemplated is a Standard Coverage Policy. Janet Merritt,Title Officer Page 1 Rev.NAT 8/20/13 Order No. 54606-1361198-15 SCHEDULE A 1. The estate or interest in the land hereinafter described or referred to covered by this report is: Fee simple. 2. Title to said estate or interest at the date hereof is vested in: GABILAN STREET, LLC,A CALIFORNIA LIMITED LIABILITY COMPANY 3. The Land referred to in this report is situated in the City of Campbell, State of California, County of Santa Clara, and is described as follows: See attached Legal Description Page 2 Rev.NAT 8/20/13 Order No. 54606-1361198-15 LEGAL DESCRIPTION Real property in the City of Campbell, County of Santa Clara, State of California, described as follows: PARCEL ONE: ALL OF LOT 19,AS SHOWN UPON THAT CERTAIN MAP ENTITLED TRACT NO. 179 E. R. KENNEDY SUBDIVISION NO. 2,WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA ON APRIL 14, 1941 IN BOOK 5 OF MAPS AT PAGES 52 AND 53. PARCEL TWO: LOT 18, "TRACT NO. 179 E.R. KENNEDY, SUBDIVISION NO. 2, PART OF THE N. E. 1/4 OF SECTION 34,TOWNSHIP 7 SOUTH, RANGE 1 WEST, M.D.B.&M.,", FILED APRIL 14, 1941, BOOK 5 OF MAPS, PAGES 52 AND 53, SANTA CLARA COUNTY RECORDS. APN: 305-34-004 and 305-34-005 Page 3 Rev.NAT 8/20/13 Order No. 54606-1361198-15 SCHEDULE B At the date hereof exceptions to coverage in addition to the printed exceptions and exclusions in the policy form designated on the face page of this report would be as follows: 1. General and special taxes and assessments for the fiscal year 2015-2016, a lien not yet due or payable. 2. General and special taxes and assessments for the fiscal year 2014-2015. First Installment: $4,232.85, PAID , Penalty: $443.28 Second Installment: $4,232.85, DELINQUENT Penalty: $443.28 Tax Rate Area: 010-005 A. P. No.: 305-34-004 3. Supplemental taxes for the year 2014-2015 assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. First Installment: $1,296.45, OPEN Delinquent Date: 06/01/2015 Penalty: $149.64 Second Installment: $1,296.45, OPEN Delinquent Date: 09/30/2015 Penalty: $149.64 Tax Rate Area: 010-005 A. P. No.: 305-34-004 4. General and special taxes and assessments for the fiscal year 2014-2015. First Installment: $4,595.78, PAID Penalty: $479.57 Second Installment: $4,595.78, DELINQUENT Penalty: $479.57 Tax Rate Area: 010-005 A. P. No.: 305-34-005 5. Supplemental taxes for the year 2014-2015 assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. First Installment: $1,382.88, OPEN Delinquent Date: 06/01/2015 Penalty: $158.28 Second Installment: $1,382.88, OPEN Delinquent Date: 09/30/2015 Penalty: $158.28 Tax Rate Area: 010-005 A. P. No.: 305-34-005 6. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. Page 4 Rev.NAT 8/20/13 Order No. 54606-1361198-15 7. The lien of special tax assessed pursuant to Chapter 2.5 commencing with Section 53311 of the California Government Code for Santa Clara County Library District Joint Powers Authority Community Facilities District No. 2005-1, under the Mello Roos Community Facilities Act of 1982, as disclosed by Notice of Special Tax Lien recorded June 24, 2005 as Instrument No. 18438576 of Official Records. 8. Any and all offers of dedications, conditions, restrictions,easements, notes and/or provisions shown or disclosed by the filed or recorded map referred to in the legal description, including but not limited to: Easement for public utility and incidental purposes affecting the Southerly portion of Lot 18 shown on said map . 9. Building setback line 25 feet from Winchester Boulevard and 12 1/2 feet from El Caminito Avenue as shown on the filed map. 10. Covenants, conditions, restrictions and easements in the document recorded August 2, 1941 as Book 1056, Page 113 of Official Records, which provide that a violation thereof shall not defeat or render invalid the lien of any first mortgage or deed of trust made in good faith and for value, but deleting any covenant, condition, or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, sexual orientation, familial status, disability, handicap, national origin, genetic information, gender, gender identity, gender expression, source of income (as defined in California Government Code § 12955(p)) or ancestry,to the extent such covenants, conditions or restrictions violation 42 U.S.C. § 3604(c) or California Government Code § 12955. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status. 11. The terms and provisions contained in the document entitled Agreement, executed by and between Nicklas Granoski and Fred Schneider and The City of Campbell, recorded July 29, 1985, as Instrument No. 8478790 of Official Records. Affects Lot 18. 12. A Deed of Trust to secure an original indebtedness of$750,000.00 recorded September 18, 2014 as Instrument No. 22710804 of Official Records. Dated: September 16, 2014 Trustor: Gabilan Street, LLC, a California limited liability company Trustee: North American Title Company, a California corporation Beneficiary: SREA, Inc., a California corporation 13. With respect to Gabilan Street, LLC, a California limited liability company: a. A copy of its operating agreement and any amendments thereto; b. If it is a California limited liability.company,that a certified copy of its articles of organization (LLC-1) and any certificate of correction (1-1-C-11), certificate of amendment(LLC-2), or restatement of articles of organization (LLC-10) be recorded in the public records; c. If it is a foreign limited liability company,that a certified copy of its application for registration (LLC-5) be recorded in the public records; d. With respect to any deed, deed of trust, lease, subordination agreement or other document or instrument executed by such limited liability company and presented for recordation by the Company or upon which the Company is asked to rely, that such document or instrument be executed in accordance with one of the following, as appropriate: (i) If the limited liability company properly operates through officers appointed or elected pursuant to the terms of a written operating agreement, such document must be executed by at least two duly elected or appointed officers, as follows: the chairman of the board, the president or any vice president, and any secretary, assistant secretary, the chief financial officer or any assistant treasurer; Page 5 Rev.NAT 8/20/13 Order No. 54606-1361198-15 (ii) If the limited liability company properly operates through a manager or managers identified in the articles of organization and/or duly elected pursuant to the terms of a written operating agreement, such document must be executed by at least two such managers or by one manager if the limited liability company properly operates with the existence of only one manager. e. Other requirements which the Company may impose following its review of the material required herein and other information which the Company may require. ********** END OF REPORT********** Page 6 Rev.NAT 8/20/13 Order No. 54606-1361198-15 * * * * * NOTES * * * * * 1. Notice of change in ownership recording procedure Effective July 1, 1985 pursuant to state law as amended January 1, 2011 (Section 480.3 of the Revenue and Taxation Code), all Deeds and other Documents that reflect a change in ownership must be accompanied by a Preliminary Change of Ownership Report to be completed by the transferee. If this special report is not presented at the time of recording, an additional,recording fee of $20.00, as required by law, will be charged. Preliminary Change in Ownership forms, instructions on how to complete them, and a non- exclusive list of documents that are affected by this change, are available from the County Recorder's Office or the Office of the County Assessor. 2. GOOD FUNDS LAW Under Section 12413.1 of the California Insurance Code, North American Title Company, Inc. may only make funds available for disbursement in accordance with the following rules: Same day availability. Disbursement on the date of deposit is allowed only when funds are deposited to North American Title Company, Inc. by Cash or Electronic Transfer(Wire). Cash will be accepted only under special circumstances and upon approval by management. Next business day availability. If funds are deposited to North American Title Company, Inc. by cashier's checks, certified checks or teller's checks, disbursement may be on the next business day following deposit. A"teller's check"is one drawn by an insured financial institution against another insured financial institution (e.g., a savings and loan funding with a check drawn against a FDIC insured bank). Second business day availability. If the deposit is made by checks other than those described in paragraphs 1 and 2 above, disbursement may occur on the day when funds must be made available to depositors under Federal Reserve Regulation CC. In most cases, these checks will be available on the second business day following deposit. (For further details, consult California Insurance Code Section 12413, et seq. and Regulation CC). These are the minimum periods before funds will be made available. North American Title Company, Inc. is not obligated to disburse funds at the expiration of the time periods above, and expressly reserves the right to require additional time before disbursing on deposited funds. Close of escrow and final disbursement will not be made based on deposits in the form of personal checks, corporate checks, credit union checks, money market checks, travelers checks and official checks until confirmation of final clearance of the funds. North American Title Company will not be responsible for accruals of interest or other charges resulting from compliance with the disbursement restrictions imposed by state law. Page 7 Rev.NAT 8/20/13 Order No. 54606-1361198-15 For Your Information, Our Wire Instructions Are: Wire To: Credit the Account of: Comerica Bank North American Title Company, Inc. 2321 Rosecrans Ave, Ste 5000 Bank Account No.: 1893546067 ABA No.: 121137522 El Segundo, CA 90245 Escrow No. 54606-1361198-15 North American Title Company, Inc.,will not accept funds in the form of ACH transfer ACH = Automatic Clearing House Be sure to reference our order number 54606-1361198-15. Should this office be required to wire funds out at close of escrow, please be informed that wiring instructions should be received as soon as possible, but no later than the following times. Wires outside the State of California: 11:00 A.M. ON DATE OF WIRE Wires within the State of California: 12:00 P.M. ON DATE OF WIRE Effective January 1, 1991 A service charge of$25.00 will be assessed for all funds disbursed by this Company by wire. 3. North American Title Company, Ins.'s charges for recording the transaction documents include charges for services performed by North American Title Company, Inc., in addition to an estimate of payments to be made to governmental agencies. 4. Note: The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than the certain dollar amount set forth in any applicable arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. If you desire to review the terms of the policy, including any arbitration clause that may be included, contact the office that issued this Commitment or Report to obtain a sample of the policy jacket for the policy that is to be issued in connection with your transaction. 5. The map attached, if any, may or may not be a survey of the land depicted hereon. North American Title Company expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any,to which this map is attached. Page 8 Rev.NAT 8/20/13 Order No. 54606-1361198-15 NORTH AMERICAN TITLE COMPANY 6612 Owens Drive, Suite 100, Pleasanton, CA 94588 (925)847-9570 Fax: (925)847-0663 Email: nocal.pleasantonstoneridge@nat.com Closing Protection Letters can be ordered directly by emailing cacpl@nat.com with your title order number and property address. Attention: Your Ref: Our Order No.: 54606-1361198-15 LENDERS SUPPLEMENTAL REPORT Dated as of May 6, 2015 AT 7:30 A.M. Title Officer: Janet Merritt The above numbered report(including any supplements or amendments thereto) is hereby modified and/or supplemented in order to reflect the following additional items relating to the issuance of an American Land Title Association loan form policy of Title Insurance: Our ALTA Loan Policy, when issued, will contain Endorsement Nos. 100 and 116. There is located on said land a Vacant Land Known as: 2295 and 2305 South Winchester Blvd City of Campbell County of Santa Clara State of California. According to the public records,there has been no conveyance of the land within a period of twenty-four months prior to the date of this report, except as follows: A document recorded September 18, 2014 as Instrument No. 22710802 of Official Records. From: Lexmar Development, LLC, a California limited liability company To: SREA, Inc., a California corporation A document recorded September 18, 2014 as Instrument No. 22710803 of Official Records. From: SREA, Inc., a California corporation To: Gabilan Street, LLC, a California limited liability company Page 9 Rev.NAT 8/20/13 Order No. 54606-1361198-15 Rev.03/2014 WHAT DOES NORTH AMERICAN TITLE GROUP, INC. FAMILY OF COMPANIES DO WITH YOUR PERSONAL INFORMATION? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some, but not all, sharing. Federal law also requires us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand what we do. The types of personal information we collect and share depend on the product or service you have with us. This information can include: • Social Security number and income • transaction history and payment history • purchase history and account balances When you are no longerour customer,we continue to share your information as described in this notice. All financial companies need to share customers'personal information to run their everyday business. In the section below,we list the reasons financial companies can share their customers'personal information;the reasons North American Title Group, Inc. Family of Companies("NATG')choose to share; and whether you can limit this sharing. i Neasons we can share your personal information Does NATG share? Can you limit this sharing? For our everyday business purposes— Yes No such as to process your transactions, maintain your account(s), respond to court orders and legal investigations, or report to credit bureaus For our marketing purposes— Yes No to offer our products and services to you For joint marketing with other financial No We don't share companies For our affiliates'everyday business purposes— Yes No information about your transactions and experiences For our affiliates'everyday business purposes— No We don't share information about your creditworthiness For our affiliates to market to you No We don't share For nonaffiliates to market to you No We don't share • - . Call 1 (888)444-7766,extension 6585 Page 10 Rev.NAT 8/20/13 Order No. 54606-1361198-15 Who we are Who is providing this noticeAThe rth American Title Group, Inc. Family of Companies(identified below), such e owners insurance and home mortgage companies. What we . • How does NATG protect my To protect your personal information from unauthorized access and use,we use security personal information? measures that comply with federal law. These measures include computer safeguards and secured files and buildings. How does NATG collect my We collect your personal information,for example,when you personal information? . apply for financing or provide employment information • provide account information or show your government issued ID • give us your contact information We also collect your personal information from others, such as credit bureaus, affiliates or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only • sharing for affiliates'everyday business purposes—information about your creditworthiness • affiliates from using your information to market to you • sharing for nonaffiliates to market to you tefinitions Affiliates Companies related by common ownership or control. They can be financial and nonfinancial companies. • Our affiliates include the companies listed below. Nonaffiliates Companies not related by common ownership or control. They can be financial and nonfinancial companies. NonaffIl/ates we share with can include collection agencies,ITservice providers, companies that perform marketing services on our or their own behalf, consumer reporting agencies, and others. NA TG does not share with nonaf'Yates so they can market to you. Joint marketing A formal agreement between nonaffiliated financial companies that together market financial products or services to you. • NATG doesn't jointly market. Our Affiliates.The North American Title Group, Inc. Family of Companies is: North American Title Company North American Abstract Agency North American Title Insurance Company NASSA, LLC North American Title Alliance, LLC North American Title, LLC North American Title Florida Alliance, LLC North American Advantage Insurance Services, LLC North American Services, LLC North American National Title Solutions, LLC North American Title Agency North American Exchange Company Page 11 Rev.NAT 8/20/13 Order No. 54606-1361198-15 CLTA Preliminary Report Form-Exhibit A(06-05-14) CLTA STANDARD COVERAGE POLICY-1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: 1. (a) Any law,ordinance or governmental regulation(including but not limited to building or zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating(i)the occupancy,use,or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien,or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a) whether or not recorded in the public records at Date of Policy,but created,suffered,assumed or agreed to by the insured claimant; (b) not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy;or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy,or the inability or failure of any subsequent owner of the indebtedness,to comply with the applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage,or claim thereof,which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim,which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender,by reason of the operation of federal bankruptcy,state insolvency or similar creditors'rights laws. EXCEPTIONS FROM COVERAGE-SCHEDULE B,PART I This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)which arise by reason of I. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Any facts,rights,interests,or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements,liens or encumbrances,or claims thereof,not shown by the public records. 4. Discrepancies,conflicts in boundary lines,shortage in area,encroachments,or any other facts which a correct survey would disclose,and which are not shown by the public records. 5. (a) Unpatented mining claims; (b)reservations or exceptions in patents or in Acts authorizing the issuance thereof, (c)water rights,claims or title to water,whether or not the matters excepted under(a),(b)or(c)are shown by the public records. 6. Any lien or right to a lien for services,labor or material not shown by the public records. CLTA/ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE(12-02-13) EXCLUSIONS In addition to the Exceptions in Schedule B,You are not insured against loss,costs,attorneys'fees,and expenses resulting from: 1. Governmental police power,and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; C. land use; d. improvements on the Land; e. land division;and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a.,14,15,16,18,19,20,23 or 27. 2. The failure of Your existing structures,or any part of them,to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are created,allowed,or agreed to by You,whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date,but not to Us,unless they are recorded in the Public Records at the Policy Date; C. that result in no loss to You;or d. that first occur after the Policy Date-this does not limit the coverage described in Covered Risk 7,8.e.,25,26,27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A;and b. in streets,alleys,or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk I I or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy,state insolvency,or similar creditors' rights laws. 8. Contamination,explosion,fire,flooding,vibration,fracturing,earthquake,or subsidence. 9. Negligence by a person or an Entity exercising a right to extract or develop minerals,water,or any other substances. LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: 1 For Covered Risk 16,18,19,and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. The deductible amounts and maximum dollar limits shown on Schedule A are as follows: Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 16: l%of Policy Amount Shown in Schedule A or$2,500 $10,000 (whichever is less) Covered Risk 18: 1%of Policy Amount Shown in Schedule A or$5,000 $10,000 (whichever is less) Covered Risk 19: 1%of Policy Amount Shown in Schedule A or$5,000 25,000 (whichever is less) Covered Risk 21: 1%of Policy Amount Shown in Schedule A or$2,500 5,000 (whichever is less) Page 12 Rev.NAT 8/20/13 Order No. 54606-1361198-15 2006 ALTA LOAN POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of 1. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment ofthe Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion I(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power.This Exclusion I(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11,13,or 14);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability ofthe lien ofthe Insured Mortgage because ofthe inability or failure of an Insured to comply with applicable doing-business laws ofthe state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim,by reason ofthe operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction creating the lien ofthe Insured Mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 13(b)of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording ofthe Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Cbverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE [Except as provided in Schedule B-Part II,[t[or T]this policy does not insure against loss or damage,and the Company will not pay costs,attorneys'fees or expenses,that arise by reason of: [PART 1 [The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b)proceedings by a public agency that may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts,rights,interests,or claims that are not shown by the Public Records but that could be ascertained by an inspection ofthe Land or that may be asserted by persons in possession ofthe Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey ofthe Land and not shown by the Public Records. 5. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof,(c)water rights,claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the Public Records.] PART 11 In addition to the matters set forth in Part I of this Schedule,the Title is subject to the following matters,and the Company insures against loss or damage sustained in the event that they are not subordinate to the lien of the Insured Mortgage:] 2006 ALTA OWNER'S POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of 1. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment ofthe Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 9 and 10);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction vesting the Title as shown in Schedule A,is (a) a fraudulent conveyance or fraudulent transfer;or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording ofthe deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: Page 13 Rev.NAT 8/20/13 Order No. 54606-1361198-15 EXCEPTIONS FROM COVERAGE [This policy does not insure against loss or damage,and the Company will not pay costs,attorneys'fees or expenses, that arise by reason of: The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b)proceedings by a public agency that may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts,rights,interests,or claims that are not shown in the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession ofthe Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and that are not shown by the Public Records. 5. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof,(c)water rights,claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the Public Records. 7. [Variable exceptions such as taxes,easements,CC&R's,etc.shown here.] ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY(12-02-13) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: I. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5,6,13(c),13(d),14 or 16. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 5,6,13(c),13(d),14 or 16. 2. Rights of eminent domain.This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11,16,17,18,19,20,21,22,23, 24,27 or 28);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforeeability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury,or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26. 6. Any claim of invalidity,unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy.This Exclusion does not modify or limit the coverage provided in Covered Risk 11. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy.This Exclusion does not modify or limit the coverage provided in Covered Risk l l(b)or 25. 8. The failure of the residential structure,or any portion of it,to have been constructed before,on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6. 9. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction creating the lien of the Insured Mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 27(b)of this policy. 10. Contamination,explosion,fire,flooding,vibration,fracturing,earthquake,or subsidence. 11. Negligence by a person or an Entity exercising a right to extract or develop minerals,water,or any other substances. Page 14 Rev.NAT 8/20/13 Order No. 54606-1361198-15 �1 DOCUMENT: 22710803 Pages: 2 . Fees. ... 1e.00 Taxes. Q P RECORDING RE UESTED BY IIIIIII IIII IIII IIIII IIIII II II III I IIIIII II IIII Co es.. ** Co.nf 00** North American Title Company,Inc. 22710803 AMT PAID 1e.00 AND WHEN RECORDED MAIL DOCUMENT TO: REGINA ALCOMENDRAS RDE# 102 Gabilarl Street, LLC SANTA CLARA COUNTY RECORDER 911812014 389 First Street Los Altos,CA 940Z2 Recorded at the request of 12:23 PM #632 NORTH AMERICAN ER-SPL Space Above This Line for Recorder's Use Only A.P.N.: 305-34-004 and 305-34-005 File No.: 54606-1311120-14(NAT) GRANT DEED The undersigned Grantor(s)declare(s)that Documentary Transfer Tax shall be shown on a separate Declaration or Statement of T Due and not of public record pursuant to revenue&taxation code 11932-11933. SURVEY MONUME EE$ [ , 4g..iw.,f MAT {e� r PAZ FOR A VALUABLE CONSIDERATION,receipt of which is hereby acknowledged, SREA,Inc.,a California corporation i hereby GRANTS to Gabilan Street,LLC,a California limited liability company the following described property in the City of Campbell,County of Santa Clara,State of California: I PARCEL ONE: ALL OF LOT 19,AS SHOWN UPON THAT CERTAIN MAP ENTITLED TRACT NO.179 E. R. KENNEDY SUBDIVISION NO. 2,WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA ON APRIL 14, 1941 IN BOOK 5 OF MAPS AT PAGES 52 AND 53. PARCEL TWO: LOT 18,"TRACT NO. 179 E.R. KENNEDY,SUBDIVISION NO.2,PART OF THE N.E. 1/4 OF SECTION 34,TOWNSHIP 7 SOUTH, RANGE 1 WEST,M.D.B.&M.,", FILED APRIL 14, 1941, BOOK 5 OF MAPS,PAGES 52 AND 53,SANTA CLARA COUNTY RECORDS. Mail Tax Statements To: SAME AS ABOVE ' Grant Deed-continued Date: 09117/2014 A.P.N.: 305-34-004 and 305-34-005 File No.: 54606-1311120-14 (NAT) Dated: September 17, 2014 SREA, Inc., a California corporation By: Affxaf A. Warmoth, President STATE OF California )SS COUNTY OF Alameda ) On September 17, 2014 before me, Kim Garner Notary Public, personally appeared Jeffrey A. Warmoth who proved to me on the basis of satisfactory evidence to hMhe person(s)whose name( is a subscribed to the within instrument and ack ledged to me that he/they executed the same i r/their authorized capacity(ies), and that his er/their signature(s)on. the instrument the person(s), or the entity upon behalf of which the person(s) acted,executed the instrument. I certify under PENALTY OF PERIURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m hand and official seal. KIM GARNER CWM*WW a 2059096 L Nomy ftft•c, wma AWraft ity Mw112.201ar �. � 2 . g My Commission Expires: This area for ohicia/notaria/seal Page 2 of 2 r; MKIM,MIMininlr,l„INIKIKIM.K,MIM11+,„Ind„IKIniKIMIKIMIN „•.Nnn1K111,K,K1M,K1MIn1„, I 31 j J NOTZCs 0? COYFLETION C.C.P.SEC. 1187 rOTlCE is hereby given that the undersigned Grace Baptist Church of San Jose California, the owner of the certain lot, piece, or parcel of land situated in the City of San Joss, County of Santa Clare, State of California, and described as follows, towit: ® Parcel ro.l: Lot Numbered two (2) in Block One (1) range Number Eleven (11) south of the base line of the City of San Jose, as designated upon the official leap of, said City or San Jose. i That we the undersigned, as owners of said land, did, on the 13th day of November 1940, enter into a oontrect with "im. H.Schwartz for the erection and completion of a church building for, Grace Baptist Church of San Jose,Calif. upon the land above described, which contract was not filed in the office of the county recorder of the City of San Jose,County of Santa C1ara,State of California, on the lath day of ?:ovcmber 1940. That on the 31st day of July 1941, the said contract or work of improvement, as a whole, was actually completed the said said _ That the title to said property is that of Grace Baptist Church and the address is as follows: 110 South Tenth Street. Dated Aug. 1, 1941. GRACE BAPTIST CHURCH OF 93AN JOSE, CALIF. By C. W. Haman Omer STATE OF CAT IFORI'IA( COUN11v OF SANTA CLAEA(SS C. '7, Haman being duly waorn, say: That I am President of the Board of Trustee 4he-ewser of the property described in the foregoing notice; that I have read the foregoing notice, and know the contents thereof, and that the facts therein stated are true of r.y own knowledge. C,N. Haman Subscribed and sworn to before me this 1st day of August 1941. (NOTARIAL SEAL) David Thayer Bunker, Notary Public in and for the County of Santa C1ara,State of California. L'y commission expires Liar. 13, 1944. FILI1 G 1:0. 224618 Filed for record at the request of '.7m, H.Schwartz Aug 1 1941 at 46 min past 4 o'clock P.M. C11AS. A. P_4'ft:E RECORDER M.71.'cmlen Deputy Recorder fee 1.00 3f compared doe. , --compared book r �.� JBJBJBdBJBJBJBJBJ JBzBJBJBJBJBJBJBJBJBJBJBJB JBJBJBJBJBJBJBJBJBJBJBJBJHJBJBJB JB Is nKln,KIn IK IK to In lnlK,nrn,K,„rn,n,nrN,nlnlnvnl�IVln,nrn,N rn,n,n,n,K,N In lr+ln,n n+ln,nrn DECLARATION 0? RESTRICTION, CONDITIONS, COY3NA1?TS CHARGES AID AGREEi'ENTS AFFECTING THE REAL -R0:BRIT K11.911? AS TRACT N0. 179 ® E. R. KENHEDY SUBDIVISIOT' 1:0. 2 HIGH IS SIT'ATED IN THE COUNTY OF SATTA CLARA,STATS OF CALIFORVIA DECLARATION made and dated the 22nd day of April 1941 by Erle R.Kennedy also known as E.R.Kennody and Bessie (.Kennedy. THAT WHEREAS, £rle R.Kennedy, also known as E.R.Kennedy, Bessie P. Kennedy, Walker E.VauRbn, Ethel Vaughn, Harry 3.Rich and Dorothy Lee Rich, as owners, American Securities Company, a corporation, as trustee and American Trust Company a corporation, as beneficiary, of a certain tract of land in the County of Santa Clara, State of California, shown on a bap entitled, "Tract No. 179 E.R. Kennedy Subdivision No.2, part of the N.S. 1/4 of Section 34, Township 7 South Range 1 West h'.D.B.k M. in the County of Santa Clara," filed in the office of the County Recorder of the County of Santa Clara, State of California, on April 14, 1941 in Book 5 of Laps, pages 52 and 53• Whereas, the undersigned owners are about to sell the property shown on said L'ap which they desire to subject to certain restrictions, conditions, covenants, and agreements, between th,:nselvas and the purchasers of said property,as hereinafter set forth. Now therefore the undersigned owners of the hereinbefore described property, hereby declare that said property is held and shall be conveyed subject to restrictions, conditions, covenants, charges and agreements set forth in this declaration towit: 1st: There shall not be erected, permitted, maintained or carried on upon said pro?arty, any store, saloon, or other place of business or manufactory of any kind, any hospitnl,sanitarium,asylum or institution of like kind or nature, nor shall eny commercial poultry yard, or cattle, hogs or other similar livestock, be permitted to be mainkAined upon said property, nor shall said property be used for any purpose other than residence purpbees. 1.14 2nd: That if a dwelling house be erected, placed or permitted upon lots 1 to 31 inclusive, It shall not cost less than $3500.00 and lots 32 to 65 inclusive shall not cost less than 13000.00, 1541 costs and'standards and that such dwellin3 house shall not be erected, placed or percitted,except as indicated on the recorded Map of said tract, nor nearer than six feet to any side line. Only one detached single family dwelling, a private garage and usual and appropriate outbuildings incidental to the residential use of the preelsns,shall be erected on any single buildings, plot, as such plot is defined in Clause 4. 3rd: No building shall be erected on anv lot until the subdivider or committee appointed by the sub,:lvider shall have approved in writing the design and location thereof, or in the event of failure of the subdivider to appoint such a committee or its failure to function, then by a committee elected by a majority of �'ene:s of lots In said subdivision. Forever, in the event that such committee is not in existence or fails to approve or disapprove such design or location within 30 days, then such approval will not be rewired prodding the design and location on the lot, conform to and are in harmony with the existing structures in the tract, in any ca3e, either with or without the approval of the committee no dwelling costing less than °350C.00 on lots 1 to 31 inclusive and b3000.00 on lots 32 to 65 inclusive shall be permitted in the tract, and the ground floor area thereof, exclusive of garage, porches, terraces, etc., not under the main roof, shall not be lees than 1000 square feet on lots 1 to 31 inclusive and not less than 800 square feet on lots 32 to 65 inclusive. 4th: No structure shall be erected on any building plot, which plot has an area of less than 8100 square feet nor a width of less than 60 feet at the front building_ line. 5th: No old house or structure shall be moved upon said property or any part thereof from any other location, and no trailer, tent, shack or garage, barn or other outbuildings shall at any tire be used as a residence, temporarily or permanently, nor shall any residence of a temporary character to permitted, 6th: Se::age disposal shall be by means of public sewer when the same becomes available and until such time as public sewers are available sewage disposal shall be by septic tank, which tank and the disposal field in connection therewith shall be approved by the health authority having jurisdiction. No outside toilets shall be permitted. 7th: Vembers of the Caucasian race only shall be allowed to occupy, except as servants of the resident, said real property or any part thereof. 8th: All the restrictions, conditions, covenants, charces and agreements, except as set forth in this declaration shall affect all of said property, except as herein other-wise expressly provided and are made for the direct beneft thereof, and shall run the land and continue until January 1966, when they will be automatically renewed unless rescinded or changed by appropriate action of two-thirds of theowners of the area. The result of every act or omission whereby any restriction, condition, covenant or agreement herein is violated in -whole or in part is hereby declared to be and constitute a nuisance,either pdblic or private shall be applicable against every such result and may be exercised by any owner of land in said property hereinbefore described:Such remedy shall be deemed cuWulative and not exclusive. 9th: The provisions contained In this declaration shall bind and inure to the benefit of and be enforceable by the owner or owners of said property, their and each of their legal representatives, heirs,successors or assigns, and failure by any property owner or his or her legal representatives. heirs, successors or assigns, to enforce any such restrictions, conditions, covenants and agreements herein contained shall in no event be deemed a waiver of the right to do so hereafter. If for any reason one covenant is unenforceable, it shall not affect the other covenants. In witness whereof the undersigned have hereunto set their hands the day and year first above fvritten. Erle R. Kennedy (Erle R.Kennedy) Bessie P. Kennedy (Bessie P. Kennedy) ;talker E.Vaughn (Walker B.Vaughn) Ethel Vaughn (Ethel Vaughn) Harry W.Rich (Harry W.Rich) Dorothy Lee Rich (Dorothy Lee Rich) (CORPORATE SEAL) American Securities Company, a corporation by Fred J.Cehler, Vice President By R.G.Arohibald, Asst. Secretary (CORPORA72-SEAL) AirERICAN TRUST COMPANY, a corporation by Fred J. Oehl-3r, Vice President By J. D.Keller, Asst. Secretary 6ubscribs$-e-r3d--ev t 44A-e- of-Atw'A}e-t-144rl. O'OTMR-Ai.ev_AL) 0 J s Merr,-120t-rye-P u4Aio-itr aTr&-f--r t'3 Z*UfK,y pit Sestbe-L3e;e�-SLa to3;-frrn4e. -ky-L�or.�.�ssi�xr--ev:�i-reo-bexcta-3{3Lb,--1�. STATE OF CALIFORNIA( COUYrY OF SAD;TA CLAFA(SS On this lst day of August in the year one thousand nine hundred and Shirty- forty one before me, F.W.Hilton, a Notary Public in and for the County of Santa Clara,State of California, personally appeared Erle R. Kennedy, Bessie P.Kennedy, Walker E. Vaughn, Ethel Vaughn, Harry 4Y.Rich, Dorothy Lee Rich, known to me to be the persons whose names are subscribed to the within Instrument and acknowledged to me that they executed the same,. 1l r. In witness whereof I have hereunto set my hand and affixed my official seal at ry office in the County of Santa Clara the day and year in this certificate first above written. (ROTARIAL SEAL) F.'I.Hilton, Rotary Public in and for the County of Santa C1ara,State of California. STATE OF CALIFOTd7IA( ® COMM OF SANTA CLARA(SS On this 1st day of august in the year one thousand nine hundred and forty one before me, F.:S.Hilton, a Notary Public 1n and for the County of Santa Clara, State of California, residing therein, duly commissioned and sworn,personally appeared Fred J.Oebler and R.C.Archibald known to me to be the Vice President and Asst. Secretary respectively of the corporation described In and that executed the within Instrument and also known to me to be the persons who executed the within Instrument on behalf of the corporation therein nar.ed, and acknowledged to me that such corporation executed the same. i In witness whereof I have hereunto set my hand and affixed my official seal in the County of Santa Clara, the day and year in this certificate first above written. (YOTARJAL SEAL) F.'N.Filton, Notary Public in and for the County of Santa Clara,State :.f California L'.y commission expires April 12, 1944. STATE OF CALIFORNIA( COUNT}[ OF SAF.TA CLARA(SS On this Is t day of August in the year one thousand nine hundred and forty one before me,F.W,iiilton, a ifotary Public in and for the County of Santa Clara, State of California, residing therein, duly commissioned and sworn,personally appeared Fred :.Oehler and J.D.Aeller, known to me to be the Vice President and Asst. Secretary respectively of the corporation described in and ® that executed the within instrument and also known to rr..e to be the persons who executed the within instrument on behalf of the corporation therein named, and acknowledged to me that such corporation executed the same. In witness whereof I have hereunto set my hand and affixed Try official seal in the County of Santa Clara, the day and year in this certificate first above written (t:OTARIAL SEAL) F.N.Hilton,Notary Public in and for the County of Santa Clar&,State of California. 1'y commission expires April 12, 1944. FILING NO. 224660 Filed for record at the request of San Jose Abstract & Title Insurance Co. Aug 2 1941 at 3 min past 11 o'clock A.M. CHAS. A. PAYNE Rv-CORDER N.W.Emlen Deputy Recorder fee 2.80 18f compared doe. ; ._ ..,`_ compared book /�ti / " __ <___J' JBJHJBJBJBJBJBJBJB JHJBJBJB,'JBJBJBJHJ�JHzB BJBJB:BJHJHIS BJBJBJBJBJBJBJBJBJHJBJBJBJBJBJB n lri Mir11M IIf IrllMlninrninln.........nlwrnlnrnlnln lnlnlnlMtnfninlnrnl wlnlntMtnlnlnlnrntn.nt r/l r. DEED OF TRUST THIS DZED OF TRUST made the 9th day of July A.D. 1941 between t:ieves R. ® Espar7a, unmarried, as truster and San Jose Abstract & Title Insurance Uo. a corporation, having its principal place of business In the City of San Jose,County of Santa Clara, State of California, as trustee and T.R.Villasenor as beneficiary, [�P i%gESSETH: That said truster hereby grants, conveys and confirms unto said trustee the following described real property situated in the City of San Jose, County of Santa Clara,State of California, towit: Beginning at the intersection of the northerly line of St. James Street with the westerly line of Fifteenth Street, formerly Thirteenth Street; thence westerly r along said line of St. James Street fifty (50) feet; thence at right angles northerly r * and parallel with said line of Fifteenth Street, one hundred thirty-seven and 50/100 (137.50) feet; thence at right angles easterly and parallel with said line of St. 1 C James Street fifty (50) feet to the westerly line of Fifteenth Street; thence southerly Calong said line of Fifteenth Street one hundred thirty-seven and 501100 (137.50) feet to the place of beginning, and being a portion of lot 109 in Block 10 of Cook & Branham Addition in the City of San Jose. ° T,u ether with the o g appurtenances thereto and the rents, issues, and profits thereof, and warranting the title to said premises. c 4. To have and to hold the same unto said trustee and Its successors, upon j the trusts hereinafter expressed, namely: x First: As security for the payment of Seven hundred twenty-four and 251100 ® ($724.25) dollars in Lawful money of the Unite•i States with interest thereon, according to the terms of a promissory note of even date herewith, the principal payable as in snid note provided after date, executed by said truster to said b3neficiary. Second: As security for the payment of such additional sun or sums as, may b e hereafter loaned by said beneficiary to, and evidenced by the note, or notes of said truster, not however at any time in an amount or amounts which, when added to the unpaid portion of the original principal note then secured hereby,shali exceed in the aggregate the sum of $750.00 and interest thereon as by said notes provided. r Recording Requested 3yz FE � a3 • - Fred sZ• _ Schneider When Recorded .Na.i.-L To: NP a Fred R. Schuejde-r 330 TZ. -Sani-A Cruz Ave- �B; iJs'E';'�'r." RAG✓�r.i�. os Gates, .CIS f F,;;0 FI'i l's.;EEt`4Et.fT rlc TO LINI'tlNf"_ CONDITION (SO t.4I1h4 :I�'�1$`R'=Fi` �t3[llbt E:+OULE VAr-m. cAt•!t'BELL , CALTt-MRI'LITA, REFy T%'1'TNL) f;Uf+lis''1710MAL ;<EFOL UT I ON NUN DER BS-I: 'l.JF' Stl--15 .V. W�aL T-I l E, NBREEME_P4'r is Fnt er ed a nT O cn this -��C tl v - ; 19Et2i b , and betwei-n WlcL-] ,�~ and' #"t-Rd F:.•/Sr-hnei ter., owner''r Pp 1 i cant and the Ci t•r cA Camnbc?? 1 . �+f z o7n1a rcnoard-fno the above referenrerl matter : IT l-S HEF;EF'Y At9REED -that the appr-ov-al 04 a 0[trsrfutlX3na-1 USSle p+=rmxt f a- 2705 l5at+t.h Va nc`mst-ar tBoLLI evar'a Shall be SLjbj ac_t tc r e-v l r w., r ai t a file to -tame, -try -the �'1 antna-ng Ctamrrsz s'sa mn, l� z� a s dnptP:"many d, ---t -a -future date, that i-mi s .tf-f is,.ent fi�r"'�"7.ng v:-:-3«'ts-; thSr. tine awner�, :eua�3, :be so .ncst� f ed !b%,' cFJ 7- ied mca; A to c: e ur�r,.m .ssx nn'e -concerns an-d Y-csr compl--a nt-s_ T 7F t mLas • n-oniz-erm-s as`sd/car CC mpl ai t1t G are not sat - Sfa e-d Lwa-rh 'n th i r-t�� -f r} d=l i-1 jc�n '.�h� a gaor s 4heraby agree to moda.f Y the c ms3te par'L 3 tsg an sLr=t;. a th=;t wall be Seti sfnctn~v and accept able LO she F-1 anna ng E w Lj+I LIA on t`iI s --� - day cf Ml:-I 1 as A. Gramcaski ,Frc+d z. ' Srr�S.der aa �. rCt:iErJ twsrs t,t~[L cl"y •cs�' _{• � _._ __.-• _ _ -- _ � �`',�- r 3 Catr.LpLkje Ij I i • ILL e r+V rc+•.I dT• TV r PA7N:IPI :•i '• Ih � l.pK"a -LAQA CDl1l�1' S MvC6Tm=Ut'cxp[r^LF_c2 Lg;j i -f 3 ` Y it 4-� x ti ir: w T-0 '1:!Zl py'OP 3 sl:u.:I-u :n the C'v) ui -�:� �! 1.ovlut� Of Ss4S TA CLA D LOT .18 -L.tJD DOWN,, DESIGNATIM 90 D_Llt%EATED UPON THAT CERTA11y M61, Ei.s IT Yip "TRA01" NO. 179 E.R. KEi4CEDY, SUBDIVISION NO. }, PART OF -'r:r N.E. " 11"4 rr SECTION 3`r, 'rW45H1P 7 SGJTH, RANGE I WEST,, M;.D.�6..���M. ,F 134'pI�,THE •✓ �� SAW r-. ice[ '1.i7 h 14ri W Y CH 5 1;3 MAP WAS f i 1 M FOR T4...LORD IN V l t 1:,. y, �o c:ry yy,ry v=! YCE Cr i"�- COWTY RECORDER OF THE C=44 Y OF SANTA CLARA, STATE OF = ON APR IL �t, 1941 IN SDUtL Gi= "zlaJ'S, AT PAGE S S 2 AAD 5 3. .y i ARE: 4b;--7�--62 CDI �LY K rdoNN AS: 23SI5 511OUTH W INCHEST R B!VD., CMP BELL., CA 9 500B - Al the ;icl:cE':C::r1lans to co,,c.-arc in 1)t1IINd Ckitp:ftfi• .if.�i k-'JU%lltf! NIML-111i'li ;{; F: llobt- t- i ltx [ii}l::?i:i.i wouid t)c as sho"n an Viizzt; 2 ;j--,t l The undersigned Title Company hereby certifies that the within instrument is a true and complete copy of the original thereof, which was recorded in the official records of the Countyof Santa Clara on 09-18-2014 under RECORDING REQUESTED BY Record s sc�erie N 22710804 North American Title Company,Inc. rican Trt pang AND WHEN RECORDED MAIL DOCUMENT TO: SREA,Inc. B l?:0. Box 1001 f Kim G er Los Altos,CA 94023 Space Above This Line for Recorder's Use Only A.P.N.: 305-34-004 and 305-34-005 File No.: 54606-1311120-14 DEED OF TRUST WITH ASSIGNMENT OF RENTS (LONG FORM) THIS DEED OF TRUST, made this September 16,2014,between TRUSTOR: Gabilan Street,LLC,a California limited liability company .whose address is 389 First Street, Los Altos,CA 94022, TRUSTEE: North American Title Company,a California Corporation and BENEFICIARY: SREA,Inc.,a California corporation whose address is P.O. Box 1001, Los Altos,CA 94023 WITNESSETH:That Trustor grants to Trustee in trust,with power of sale,that property in the City of Campbell, County of Santa Clara,State of California,described as: PARCEL ONE: ALL OF LOT 19,AS SHOWN UPON THAT CERTAIN MAP ENTITLED TRACT NO. 179 E. R. KENNEDY SUBDIVISION NO. 2,WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA ON APRIL 14, 1941 IN BOOK 5 OF MAPS AT PAGES 52 AND 53. PARCEL TWO: LOT 18,"TRACT NO. 179 E.R.KENNEDY,SUBDIVISION NO. 2, PART OF THE N. E. 114 OF SECTION 34,TOWNSHIP 7 SOUTH,RANGE 1 WEST, M.D.B.&M.,",FILED APRIL 14,1941, BOOK 5 OF MAPS, PAGES 52 AND 53,SANTA CLARA COUNTY RECORDS. (Continued on Page 2) 1193(5/12NAT) Page 1 of 6 1 together with rents, issues and profits thereof, subject, however, to the right, power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents, issues and profits for the purpose of securing (1) payment of the sum of$750,000.OD, with interest thereon according to the terms of a promissory note or notes of even date herewith made by Trustor,payable to order of Beneficiary,and extensions or renewals thereof, (2)the performance of each agreement of Trustor incorporated by reference or contained herein and (3) payment of additional sums and interest thereon which may hereafter be loaned to Trustor, or his successors or assigns,when evidenced by a promissory note or notes reciting that they are secured by this Deed of Trust. A. To protect the security of this Deed of Trust,Trustor agrees: 1) To keep said property in good condition and repair,not to remove or demolish any building thereon;to complete or restore promptly and in good and workmanlike manner any building which may be constructed, damaged or destroyed thereon and to pay when due all claims for labor performed and materials furnished therefore,to comply with all laws affecting said property or requiring any alterations or improvements to be made thereon, not to commit or permit waste thereof; not to commit,suffer or permit any act upon said property in violation of law; to cultivate,irrigate,fertilize,fumigate,prune and do all other acts which from the character or use of said property may be reasonably necessary,the specific enumerations herein not excluding the general. 2) To provide,maintain and deliver to Beneficiary fire insurance satisfactory to and with loss payable to Beneficiary. The amount collected under any fire or other insurance policy may be applied by Beneficiary upon indebtedness secured hereby and in such order as Beneficiary may determine,or at option of Beneficiary the entire amount so collected or any part thereof may be released to Trustor. Such application or release shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. 3) To appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee;and to pay all costs and expenses,including cost of evidence of title and attorney's fees in a reasonable sum,in any such action or proceeding in which Beneficiary or Trustee may appear,and in any suit brought by Beneficiary to foreclose this Deed. 4) To pay,at least ten days before delinquency all taxes and assessments affecting said property, including assessments on appurtenant water stock;when due,all encumbrances,charges and liens,with interest,on said property or any part thereof,which appear to be prior or superior hereto;all cost,fees and expenses of this Trust Should Trustor fall to make any payment or to do any act as herein provided,then Beneficiary or Trustee, but without obligation so to do and without notice to or demand upon Trustor and without releasing Trustor from any obligation hereof,may; make or do the same in such manner and to such extent as either may deem necessary to protect the security hereof,Beneficiary or Trustee being authorized to enter upon said property for such purposes;appear in and defend any action purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; pay, purchase,contest or compromise any encumbrance, charge or lien which in the judgment of either appears to be prior or superior hereto;and,in exercising any such powers, pay necessary expenses,employ counsel and pay his reasonable fees. 5) To pay immediately and without demand all sums so expended by Beneficiary or Trustee,with interest from date of expenditure at the amount allowed by law in effect at the date hereof,and to pay for any statement provided for by law in effect at the date hereof regarding the obligation secured hereby any amount demanded by the Beneficiary not to exceed the maximum allowed by law at the time when said statement is demanded. (Continued on Page 3) 1193(5/12NA7) Page 2 of 6 B. It is mutually agreed: 1) That any award in connection with any condemnation for public use of or injury to said property or any part thereof is hereby assigned and shall be paid to Beneficiary who may apply or release such moneys received by him in the same manner and with the same effect as above provided for disposition of proceeds of ire or other insurance. 2) That by accepting payment of any sum secured hereby after its due date, Beneficiary does not waive his right either to require payment when due of all other sums so secured or to declare default for failure so to pay. 3) That at any time or from time to time,without liability therefore and without notice, upon written request of Beneficiary and presentation of this Deed and said note for endorsement,and without affecting the personal liability of any person for payment of the indebtedness secured hereby, Trustee may: reconvey any part of said property;consent to the making of any map or plat thereof;join in granting any easements thereon,or join in any extension agreement or any agreement subordinating the lien or charge hereof. 4) That upon written request of Beneficiary stating that all sums secured hereby have been paid, and upon surrender of this Deed and said note to Trustee for cancellation and retention or other disposition as Trustee in its sole discretion may choose and upon payment of its fees,Trustee shall reconvey,without warranty,the property then held hereunder. The recitals in such reconveyance•of any matters or facts shall be conclusive proof of the truthfulness thereof. The Grantee in such reconveyance may be described as"the person or persons legally entitled thereto". 5) That as additional security,Trustor hereby gives to and confers upon Beneficiary the right,power and authority, during the continuance of these Trusts,to collect the rents,Issues and profits of said property,reserving unto Trustor the(ght;prior to any default by Trustor in payment of any indebtedness secured hereby or in performance of any agreement hereunder,to collect and retain such rents,issues and profits as they become due and payable. Upon any such default, Beneficiary may at any time without notice,either in person, by agent,or by a receiver to be appointed by a court,and without regard to the adequacy of any security for the indebtedness hereby secured, enter upon and take possession of said property or any part thereof,in his own name sue for or otherwise collect such rents,issues,and profits,including those past due and unpaid,and apply the same,less costs and expenses of operation and collection, including reasonable attorney's fees,upon any indebtedness secured hereby,and in such order as Beneficiary may determine. The entering upon and taking possession of said property,the collecting of such rents,issues and profits and the application thereof as aforesaid,shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. 6) That upon default by Trustor in payment of any indebtedness secured hereby or in performance of any agreement hereunder, Beneficiary may declare all sums secured hereby immediately due and payable by delivery to Trustee of written declaration of default and demand for sale and of written notice of default and of election to cause to be sold said property,which notice shall cause to be filed for record. Beneficiary also shall deposit with Trustee this Deed,said note and all documents evidencing expenditures secured hereby. After the lapse of such time as may then be required by law following the recordation of said notice of default,and notice of said having been given as then required by law,Trustee,without demand on Trustor,shall sell said property at the time and place fixed by it in said notice of sale, either as a whole or in separate parcels,and in such order as it may determine,at public auction to the highest bidder for case in'lawful money of the United States,payable at time of sale. Trustee may postpone sale of all or any portion of said property by public announcement at such (Continued on Page 4) 1193(5/12NA1) Page 3 of 6 II _ I time and place of sale,and from time to time thereafter may postpone such sale by public announcement at the time fixed by the preceding postponement. Trustee shall deliver to such purchaser its deed conveying the property so sold,but without any covenant or warranty, express or implied. The recitals in such deed of any matters or facts shall be conclusive proof of the truthfulness thereof. Any person,including Trustor,Trustee,or Beneficiary as hereinafter defined,may purchase at such sale. After deducting all costs,fees and expenses of trustee and of this Trust,including costs of evidence of title in connection with sale,Trustee shall apply to proceeds of sale to payment of: all sums expended under the terms hereof,not then repaid,with accrued interest at the amount allowed by law in effect at the date hereof; all other sums then secured hereby; and the remainder,if any,to the person or persons legally entitled thereto. 7) Beneficiary,or any successor in ownership of any indebtedness secured hereby,may from time to time,by instrument in writing,substitute a successor or successors to any Trustee named herein or acting hereunder,which instrument,executed by the Beneficiary and duly acknowledged and recorded in the office of the recorder of the county or counties where said property is situated shall be conclusive proof of proper substitution of such successor Trustee or Trustees,who shall,without conveyance from the Trustee predecessor,succeed to all Its title, estate,rights,powers and duties. Said instrument must contain the name of the original Trustor, Trustee and Beneficiary hereunder,the book and page where this Deed is recorded and the name and address of the new Trustee. 8) That this Deed applies to,inures to the benefit of,and binds all parties hereto,their heirs, legatees,devisees,administrators,executors,successors and assigns. The term Beneficiary shall mean the owner and holder,including pledgees,of the note secured hereby,whether or not i named as Beneficiary herein. In this Deed,whenever the context so requires the masculine gender includes the feminine and/or neuter,and the singular number includes the plural. 9) That Trustee accepts this Trust when this Deed,duly executed and acknowledged,is made-a public record as provided by law. Trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Trustor, Beneficiary or Trustee shall be a party unless brought by Trustee. 10) Trustor requests that copies of the notice of default and notice of sale be sent to Trustor's address as shown above. Beneficiary requests that copies of notices of foreclosure from the holder of any lien which has priority over this Deed of Trust be sent to Beneficiary's address,as set forth on page one of this Deed of Trust,as provided by Section 2924(b)of the California Civil Code. (Continued on Page 5) 1193(5/12NAr) Page 4 of 6 Gabilan Street, LLC,a California limited liability company n Thompson, anager By: SJR Ventures, Inc.,a rnia c tl n, Mana e e Jo on, President STATE OF �� If r0iw )SS COUNTY OF ` �7,� r ! On �` `2d l W before me, C�1/WQ✓l Notary Public, personally appeared k • e✓e� J7A Sj- who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certif} under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. SUSAN TRUJ � COMM#noMi th S NOTARY PUB1IC-CAL1FORtiIA Signatar '° Nly C069f7.E PAJANu9 201d b Commission Expires: 7 This area for official notaria/Seal (Continued on Page 6) 1193(5/12NAT) Page 5 of 6 --------- -_--DO NOT RECORD-------------------------------- REQUEST FOR FULL RECONVEYANCE e^ To be used only when note has been paid. To:North American Tide Company,Inc.,Trustee Dated: The undersigned is the legal owner and holder of all indebtedness secured by the within Deed of Trust All sums secured by said Deed of Trust have been fully paid and satisfied;and you are hereby requested and directed,on payment to you of any sums owing to you under the terms of said Deed of Trust,to cancel ail evidences of indebtedness,secured by said Deed of Trust,delivered to you herewith together with said Deed of Trust,to reconvey,without warranty,to the patties designated by the terms of said Deed of Trust,the estate now held by you under the same- Mail Reconveyance to: By . By Do not lose or destroy this Deed of Trust ORTHE NOTE which It secures. I Both must�be delivered to the Trustee for cancellation before reconveyance will be made. 1193(5112NA0 Page 6 of 6 f Project: A07036-FMAP 5/7/2015 -------------------------------------------------------------------- Boundary: LOT 18 POB: N: 5000.0000 E: 5000.0000 1. Line NW 00010100" 60.00' N: 5059.9997 E: 4999.8255 2. Curve Delta: -89°55'45" Radius: 20.02' Length: 31.42' PC to RP: SW 89050100" RP North: 5059. 9415 RP East: 4979.8056 RP to PT: NW 00°05145" Chord: NW 45007'52" 28.30' N: 5079.9615 E: 4979.7721 3. Line SW 89054115" 132.00' N: 5079.7407 E: 4847.7723 4. Line SE 00010100" 80.00' N: 4999.7410 E: 4848.0050 5. Line NE 89054115" 152.00' N: 4999.9953 E: 5000.0047 Perimeter: 455.42' Area: 12073.85 sq.ft. 0.277 acres Error Closure: 0.0067' Bearing: NW 45007153" Error North: -0.00473' Error East: 0.00475' Precision: 1: 67, 969.59 CAICWLATiON SHEET CERTIFICATE I certify that these electron s machine compu= MIMS were produced entirely fPom infW"a. lion shown on the attached map. ®ate:S' �- Si®netur Project: A07036-FMAP 5/7/2015 -------------------------------------------------------------------- Boundary: LOT 19 POB: N: 5000.0000 E: 5000.0000 1. Line NW 00010'00" 85.00' N: 5084.9996 - E: 4999.7527 2. Line SW 89054115" 152.00' N: 5084 .7454 E: 4847.7530 3. Line SE 00010'00" 85.00' N: 4999.7458 E: 4848.0002 4. Line NE 89°54115" 152.00' N: 5000.0000 E: 5000.0000 Perimeter: 474.00' Area: 12919.99 sq.ft. 0.297 acres Error Closure: 0.0000' Bearing: NE 90000100" Error North: 0.00000' Error East: 0.00000' Precision: 1: 521,168,511,565,824.00 Project: A07036-FMAP 5/7/2015 -------------------------------------------------------------------- Boundary: OVERALL POB: N: 5000.0000 E: 5000.0000 1. Line NW 00010100" 145.00' N: 5144.9994 E: 4999.5782 2. Curve Delta: -89°55'45" Radius: 20.02' Length: 31.42' PC to RP: SW 89°50100" RP North: 5144.9412 RP East: 4979.5583 RP to PT: NW 00005'45" Chord: NW 45°07152" 28.30' N: 5164.9611 E: 4979.5248 3. Line SW 89°54'15" 132.00' N: 5164.7403 E: 4847.5250 4. Line SE 00010'00" 165.00' N: 4999.7410 E: 4848.0050 5. Line NE 89054'15" 152.00' N: 4999.9953 E: 5000.0047 Perimeter: 625.42' Area: 24993.43 sq.ft. 0.574 acres Error Closure: 0.0067' Bearing: NW 45°07152" Error North: -0.00473' Error East: 0.00475' Precision: 1: 93,341.40 Project: A07036-FMAP 5/7/2015 -------------------------------------------------------------------- Boundary: STREET DED POB: N: 5000.0000 E: 5000.0000 1. Line SW 89054'15" 2.00' N: 4999. 9967 E: 4998.0000 2. Line NW 00°10'00" 145.02' N: 5145.0160 E: 4997.5782 3. Curve Delta: -89055'45" Radius: 20.00' Length: 31.39' PC to RP: SW 89050'00" RP North: 5144. 9579 RP East: 4977.5782 RP to PT: NW 00°05145" Chord: NW 45°07152" 28.27' N: 5164.9578 E: 4977.5448 4. Line NE 89054115" 1.98' N: 5164.9611 E: 4979.5248 5. Curve Delta: 89055'45" Radius: 20.02' Length: 31.42' PC to RP: SE 00005145" RP North: 5144.9412 RP East: 4979.5583 RP to PT: NE 89°50100" Chord: SE 45007'52" 28.30' N: 5144 . 9994 E: 4999.5782 6. Line SE 00010100" 145.00' N: 5000.0000 E: 5000.0000 Perimeter: 356.81' Area: 329.81 sq.ft. 0.008 acres Error Closure: 0.0000' Bearing: SE 45°07153" Error North: 0.00002' Error East: -0.00002' Precision: 1: 10,204,153.51 Project: A07036-FMAP 5/7/2015 -------------------------------------------------------------------- Boundary: LOT 1 POB: N: 5000.0000 E: 5000.0000 1. Line NW 00010100" 145.02' N: 5145.0194 E: 4999.5782 2. Curve Delta: -89055'45" Radius: 20.00' Length: 31.39' PC to RP: SW 89°50'00" RP North: 5144.9612 RP East: 4979.5782 RP to PT: NW 00005145" Chord: NW 45°07'52" 28.27' N: 5164. 9612 E: 4979.5448 3. Line SW 89054115" 130.02' N: 5164.7437 E: 4849.5250 4. Line SE 00010100" 165.00' N: 4999.7444 E: 4850.0049 5. Line NE 89054'15" 150.00' N: 4999.9953 E: 5000.0047 Perimeter: 621.43' Area: 24663.61 sq.ft. 0.566 acres Error Closure: 0.0067' Bearing: NW 45°07'53" Error North: -0.00470' Error East: 0.00472' Precision: 1: 93,232.46 CITY OF CAMPBELL Print"Form DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 70 North First Street,Campbell,CA 95008 Ph. (408)866-2150;Fx.(408)376-0958 CHECKLIST FOR ON-SITE GRADING AND DRAINAGE APPLICATION NON: ADDRESS: 2295&2305 Winchester Boulevard Instructions: This checklist provides advance notification to applicants of the City of Campbell's final on-site grading and drainage plans and submittal requirements. Using this checklist will expedite your application through the City's review process. Prior to submitting a final on-site grading and drainage plan list to the City Engineer,please place an"X"in the space to the right of each item below to indicate you have complied with,or place"N/A"to indicate that the particular item doesn not apply. Review applicable sections, which are referenced in parentheses,before checking off each item. SEAL AND SIGNATURE OF ENGINEER OF WORK I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ECT,AND COMPLETION OF THIS CHECKLIST,AS DEFINED IN SECTION 6703 OF THE BUSINESS AND P ION CODE,AND THAT fHESIG IS N ISTENT WITH CURRENT STANDARDS. QgQFESti�%Jx re Date m Name: J_Nlarl��nudsen o: 75828 --- RCE#: 75828 d'J9 F OF CP,t. Expiration Date: 7Jd r (SEAL ITEMS COMPLY NOT APPLY CITY COMMENTS I. GENERAL 0K F- 1. City standard on-site title sheet with applicable notes. N/A 2. 24"X36"sheet size used,including City Standard rXF OK 7 N/A borders and Blueprint for a Clean Bay Plan Sheet. OK N/A 3. Title Block/Scale/North Arrow Shown. 4. Plans must be clearly readable before and after F OK rj N/A microfilm reproductions. 5. Engineer's name,number,expiration date and OK N/A signature included on all sheets. 6. Vicinity Map shown(must be microfilmable). I OK N/A 7. Sheet Index and key map included for 3 or more r OK rX7 N/A sheets. 8. Cross sections as needed for clarity. r OK r; N/A 9. All adjacent streets labeled correctly. OK N/A 10. Reference to City benchmark. OK N/A Page 1 of 3 COMPLY NOT APPLY CITY COMMENTS 11. Existing and proposed property easement lines. OK N/A 12. Streets dimensioned(existing right-of-way, C OK r N/A pavement,curb,gutter,sidewalk and parkways. 13. Adjacent Properties labeled as to use. OK r N/A II. GRADING 14. 1'contour lines(existing and proposed). OK N/A 15. Existing and proposed building locations and , OK N/A pad elevations. 16. Proposed elevations at high points,grade breaks, r• OK �, N/A and other significant locations. 17. Finished grade elevations at building corners. 7' OK r N/A 18. Lot corner elevations and the elevation at the rX— OK r N/A high point in the yard. 19. Side and rear yard topography extending a sufficient distance beyond property line(20' [' OK r' N/A minimum to determine that proposed grading will not impede existing drainage patterns. 20. Existing and proposed fences or retaining walls. OK N/A 21. Quantities of cut and fill in cubic yards. OK �', N/A 5S Cifr' 'SO 1:1 L.L C� 22. Lots numbered and dimensioned per final map. f> OK �, N/A ` 23. Grading conforms to approved preliminary plans. r OK N/A r` 24. Sufficient elevations on adjacent parcels must be indicated to demonstrate that proposed grading rX• OK N/A will not impede existing drainage patterns. III. DRAINAGE 25. Location and elevation of overland release to public OK N/A storm system shown. 26. Roof drainage outlets shown. OK N/A 27. Interior drainage facilities identified(catch basin, r OK N/A pipes,swales,etc.). 28. Size,grate elevation and invert elevation of all inlets r, OK r N/A shown and cross section of drainage swales shown. 29. Pipe materials,slopes and sizes shown. �X. OK r' N/A 30 Channelization of flows to adjacent properties (>• OK r' N/A will not be allowed. 31. Construction of french drains will not be allowed. �' OK F,, N/A Page 2 of 3 COMPLY NOT APPLY CITY COMMENTS 32. Sheet flow across public property will not be allowed. OK r N/A 33. Runoff from impervious areas should be channeled to OK N/A pervious areas. Direction of flow from impervious to pervious areas shown. 34. Amount of proposed pervious area and proposed OK N/A impervious area(in square feet). r 35. Drainage calculations using the numeric sizing criteria,if applicable. OK �, N/A 36. Calculations sizing the selected BMP based on results ri OK F7. N/A from the numeric sizing criteria,if applicable. 37. Dimensions,cross sections and slopes,if OK N/A applicable,of the selected BMP to treat the site shown. 38. Vegetated drainage swales,filter strips and/or other treatment devices shall be designed to store runoff OK r`; OK and drain when at capacity. Elevations of swale features(i.e.top of Swale,basin of swale,top of overflow grate,etc.)shown. IV. NOTES 39. Cityof Campbell GENERAL GRADING AND DRAINAGE [>7�, OK N/A NOTES are included on the plans. V. SEAL OF ENGINEER OF WORK 40. Seal of Engineer of Work shown on plans as follows: OK r N/A SEAL OF ENGINEER OF WORK: I hereby declare that I am the Engineer of Work for this project,that I have exercised responsible charge over the design of the project as defined in Section 6703 of the Business and Professions Code,and that the design is consistent with current standards. The design shown hereon is necessary and reasonable and does not restrict any historic drainage flows from adjacent properties nor increase drainage to adjacent properties. I understand that the check of project drawings and specifications by the City of Campbell is confined to a review only and does not relieve me,as Engineer of Work,of my responsibilities for project design. Engineer of Work Name,P.E. Date (Firm Name) (Firm Address) (Firm Telephone) RCE# Expiration Date: J:Reina\Website\Land Dev Forms\Checklist for On-Site Grading and Drainage STATIC form2.pdf Page 3 of 3 Rev.5/04 r ° j .Y REPORT TO WINCHESTER BVLD PARTNERS LLC Los ALTOS HILLS, CALIFORNIA FOR PROPOSED MIXED-USED BUILDING 2295 & 2305 S. WINCHESTER BOULEVARD CAMPBELL, CALIFORNIA GEOTECHNICAL INVESTIGATION MARCH 2O15 PREPARED BY SILICON VALLEY SOIL ENGINEERING 2391 ZANKER ROAD, SUITE 350 SAN JOSE, CALIFORNIA M 6 SILICON VALLEY SOIL ENGINEERING GEOTECHNICAL CONSULTANTS File No. SV1352 March 17, 2015 Winchester Bvld Partners LLC 25981 Vinedo Lane Los Altos Hills, CA 94022 Attention: Mr. Steve .Johnson Subject: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California GEOTECHNICAL INVESTIGATION Dear Mr. .Johnson: Pursuant to your request, we are pleased to present herein our geotechnical investigation for the proposed mixed-use building. The subject site is located at 2295 and 2305 S. Winchester Boulevard in Campbell, California. Our findings indicate that the site is suitable for the proposed development provided the recommendations contained in this report are carefully followed. Field reconnaissance, drilling, sampling, and laboratory testing of the surface and subsurface material evaluated the suitability of the site. The following report details our investigation, outlines our findings, and presents our conclusions based on those findings. If you have any questions or require additional information, please feel free to contact our office at your convenience. Very truly yours, SILICON VALLEY SOIL ENGINEERING �Op�OFESS/C,v�l C"� w RCE 32296 rn EXP. Sean Deivert Vien Vo, P.E. Project Manager Civl� '�TF CF p,L1F OQ- SV1352.G1/Copies: 4 to Winchester Bvld Partners LLC C 2391 ZANKER ROAD, SUITE 350 ® SAN JOSE, CALIFORNIA 95131 ® (408) 324-1400 o F (408) 324-1404 File No. SV1352 ii TABLE OF CONTENTS GEOTECHNICAL INVESTIGATION PAGE INTRODUCTION l SITE LOCATION AND DESCRIPTION 1 FIELD INVESTIGATION 1 ------------------------------------------------------------------------------------------------------------------------------------------------------------------- LABORATORY INVESTIGATION 2 SOIL-CONDITIONS--------------- ------------------------------------------------------------------------------------------------------------3. GENERAL GEOLOGY 4 LIQUEFACTION_ANALYSIS---------------------------------------------------------------------- --------------------------------------5. INUNDATION_POTENTIAL------ ---------- --------------------------------------------------------------------------------------------... CONCLUSIONS------------------------ ------------------- 6. RECOMMENDATIONS---------------------------- - ----------------------------$. -- --------------------------------------------------------- GRADING--------------------------------------------------------- 8 --------------------------------------------------------------------------- WATER_WELLS------------------------------- -- ----10 -- --------------------------------------------------------------------------------- FOUNDATION__DESIGN_CRITERIA--------------------------------------------------------- ----1 0 201.3--CBC_SEISMIC-VALUES----------------------------------------------- ---------- -----•...�. ------------------------------- CONCRETE_SLAB-ON_-GRADE CONSTRUCTION____________________ ------------______________• -_ -_ 1.2 RETAINING_WALLS................................... ------------------------------------------------------------------------------1-3 EXCAVATION----------------------------------------------------------------------------------------------------------------------------J 4 DRAINAGE------------------------------------------------------------------- 14 ------------------------------------------------------------- ON-SITE_UTILITY_TRENCH_.NG---------------------------------------------------------------------------------------------5 PAVEMENT.DESIGN............ LIMITATIONS_AND_UNIFORMITY_OF_CONDITIONS___ _ 17 , REFERENCES 19�.... ------------------------------------------------- March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 LIST OF TABLES, FIGURES, AND APPENDICES GEOTECHNICAL INVESTIGATION TABLES TABLE I - SUMMARY OF MOISTURE/DENSITY & DIRECT SHEAR TESTS TABLE II - PROPOSED ALTERNATE PAVEMENT SECTIONS TABLE III - PROPOSED RIGID PAVEMENT SECTIONS TABLE IV - PROPOSED PAVER PAVEMENT SECTIONS FIGURES FIGURE i - VICINITY MAP FIGURE 2 - SITE PLAN FIGURE 3 - FAULT LOCATION MAP FIGURE 4 - PLASTICITY INDEX CHART FIGURE 5 - COMPACTION TEST A FIGURE 6 - R-VALUE TEST APPENDICES MODIFIED MERCALLI SCALE METHOD OF SOIL CLASSIFICATION CHART KEY TO LOG OF BORING EXPLORATORY BORING LOGS (B-1 THROUGH B-3) March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SVl 352 1 INTRODUCTION Per your authorization, Silicon Valley Soil Engineering (SVSE) conducted a geotechnical investigation. The purpose of this geotechnical investigation was to determine the nature of the surface and subsurface soil conditions at the project site through field investigations and laboratory testing. This report presents an explanation of our investigative procedures, results of the testing program, our conclusions, and our recommendations for earthwork and foundation design to adapt the proposed development to the existing soil conditions. SITE LOCATION AND DESCRIPTION The subject site is located at 2295 and 2305 South Winchester Boulevard in Campbell, California (Figure 1). South Winchester Boulevard bound the subject site to the east, existing retail/commercial building to the south, residential developments to the west, and El Caminito Avenue to the north At the time of this investigation, the subject site is an rectangular shaped, relatively flat vacant parcels (APN 305-34-004 & 005). In late 2007, two residential structures were demolished. Based on the available information for the subject site, the proposed development will include the construction of a three-story mixed-use building with ground floor parking and associated improvements. The approximate location of the proposed structure and our borings are shown on the Site Plan (Figure 2). FIELD INVESTIGATION After considering the nature of the proposed development and reviewing available data on the area, our geotechnical engineer conducted a field investigation at the project site. It included a site reconnaissance to detect any unusual surface features, and the drilling of three exploratory test borings to March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 2 determine the subsurface soil characteristics. The borings were drilled on March 10, 2015. The approximate location of the borings is shown on the Site Plan (Figure 2). The borings were drilled to the depths of 11 .5 feet to 31 .5 feet below the existing ground surface. The borings were drilled with a truck mounted drill rig using 6-inch diameter solid stem augers. The soils encountered were logged continuously in the field during the drilling operation. Relatively undisturbed soil samples were obtained by hammering a 2,5-inch outside diameter (O.D.) split-tube sampler (Modified California) into the ground at various depths. A 140- pound hammer with a free fall of 30 inches was used to drive the sampler 18 inches into the ground. Blow counts were recorded on each 6-inch increment of the sampled interval. The blows required to advance the sampler the last 12 inches of the 18 inch sampled interval were recorded on the boring logs as penetration resistance. After the completion of the drilling operation, the exploratory borings were backfilled from the bottom of the borehole to the surface with neat cement. In addition, one disturbed bulk sample of the near-surface soil was collected for laboratory analyses. The Exploratory Boring Log, a graphic representation of the encountered soil profile which also shows the depths at which the relatively undisturbed soil samples were obtained, can be found in the Appendix at the end of this report. LABORATORY INVESTIGATION A laboratory-testing program was performed to determine the physical and engineering properties of the soils underlying the site. 1 . Moisture content and dry density tests were performed on the relatively undisturbed soil samples in order to determine soil consistency and the moisture variation throughout the explored soil profile (Table 1). March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 3 2. Atterberg Limits tests were performed on the sub-surface soil to assist in the classification of these soils and to obtain an evaluation of their expansion and shrinkage potential and liquefaction analysis (Figure 4). 3. The strength parameters of the foundation soils were determined from direct shear tests that were performed on selected relatively undisturbed soil samples (Table 1). 4. Laboratory compaction tests were performed on the near-surface material per the ASTM D1 557-12 test procedure (Figure 5). 5. One R-Value test was performed on a near surface soil sample for pavement section design recommendations (Figure 6). The results of the laboratory-testing program are presented in the Tables and Figures at the end of this report. SOIL CONDITIONS In Boring B-1 (31 .5 feet boring), the surface soil consists of 3.0 inches of organic material. Below the organic soil layer to a depth of 3 feet, a medium brown, moist, stiff sandy clayey silt layer was encountered. From the depths of 3 feet to the end of the boring at 31 .5 feet, the soil became gray brown, damp, dense sandy gravel. The gravel was 1 .5 inch maximum diameter, sub-rounded, and poorly graded. Similar soil profiles were encountered in other borings. Groundwater not encountered in all borings to the depths explored during the drilling operation. It should be noted that the groundwater level would fluctuate as a result of seasonal changes and hydrogeological variations such as groundwater pumping and/or recharging. A graphic description of the explored soil profiles is presented in the Exploratory Boring Log contained in the Appendix. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 4 GENERAL GEOLOGIC The site lies in the San Francisco Bay Region, which is part of the Coast Range province. The regional structure is dominated by the northwest trending Santa Cruz Mountains to the southwest and the Diablo Range across the bay to the northeast. The site lies on the east flank of the Santa Cruz Mountains on a thin layer of Holocene alluvial deposits overlying the Merced formation, Lower Pleistocene and Upper Pliocene marine deposits. The Santa Cruz Mountains consists of two entirely different, incompatible core complexes, lying side by side and separated from each other by large faults. These two core complexes are Early Cretaceous Granitic intrusions, and an Upper Jurassic to Lower Cretaceous eugosynclinal assemblage - the Franciscan formation. These core complexes are blanketed by thick layers of Eocene to Pleistocene marine deposits. Some Miocene volcanic intrusions are also present in the Santa Cruz Mountains southwest of the subject site. The core complex of the Diablo Range to the northeast of the subject site is comprised of Franciscan formation, predominantly covered with Upper Cretaceous and Lower to Middle Pliocene marine deposits. The Quaternary history of the region is recorded by sedimentary marine strata alternating with non-marine strata. The changes of the depositional environment are related to the fluctuation of sea level corresponding to the glacial and interglacial periods. Late Quaternary deposits fill the center of the San Francisco Bay Region and most of the strata are of continental origin characterized as alluvial and fluvial materials. Folds, thrust faults, steep reverse faults, and strike-slip faults developed as a consequence of Cenozoic deformations that occur very often within the province and are continuing today. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 5 LIQUEFACTION ANALYSIS The site is not located within the State of California Seismic Hazard Zone for liquefaction (CGS, 2001). INUNDATION POTENTIAL The subject site is located at 2295 and 2305 South Winchester Boulevard in Campbell, California. According to the Limerinos and others, 1973 report, the site is not located in an area that has potential for inundation as the result of a 100-year flood (Limerinos; 1973). March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1 352 6 - CONCLUSIONS 1 . The site covered by this investigation is suitable for the proposed development provided the recommendations set forth in this report are carefully followed. 2. Based on the laboratory testing results, the native surface soil at the project site has been found to have a low expansion potential when subjected to fluctuations in moisture. 3. The proposed three-story mixed-use building should be supported on continuous perimeter foundation and isolated interior spread footings 4. The top foot of the surface soil at the site is loose. Therefore the subgrade soil should be scarified and re-compacted to at least 90% relative maximum density. 5. The imported non-expansive fill soils should be free of organic material and hazardous substances. All imported fill material to be used for engineered fill should be environmentally tested by our office prior to be used at the site. 6. We recommend the building pad be elevated above the adjacent ground surface to promote proper drainage and diversion of water away from the building foundations. 7. If the site is located in a low-lying area or adjacent to any creek or drainage channel, minor cracks and separations of the concrete slab-on- grade, asphalt concrete pavement and/or curb and gutter should be expected. 8. A reference to our report should be stated in the grading and foundation plans (this includes the Geotechnical Investigation File No. and date). March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SW 352 7 9. On the basis of the engineering reconnaissance and exploratory borings, it is our opinion that trenches that will be excavated to depths less than 5 feet below the existing ground surface will not need shoring. However, for trenches that will be excavated greater than 5 feet in depth, shoring will be required. 10. Specific recommendations are presented in the remainder of this report. 11 . All earthwork and grading shall be observed and inspected by a representative from Silicon Valley Soil Engineering (SVSE). These operations are not limited to testing and inspection during grading. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 g RECOMMENDATIONS GRADING 1 . The placement of fill and control of any grading operations at the site should be performed in accordance with the recommendations of this report. These recommendations set forth the minimum standards to satisfy other requirements of this report. 2. All existing surface and subsurface structures that will not be incorporated in the final development shall be removed from the project site prior to any grading operations. These objects should be accurately located on the grading plans to assist the field engineer in establishing proper control over their removal. All utility lines in the new building pad area must be removed prior to any grading at the site. 3. The depressions left by the removal of subsurface structures should be cleaned of all debris, backfilled and compacted with clean, native soil. This backfill must be engineered fill and should be conducted under the supervision of a SVSE representative. 4. All organic surface material and debris, including grass and weeds shall be stripped prior to any other grading operations, and transported away from all areas that are to receive structures or structural fills. Soil containing organic material may be stockpiled for later use in landscaping areas only. 5. After removing all the subsurface structures or existing pavement section and after stripping the organic material from the soil, the building pad area should be scarified by machine to a depth of 12 inches and thoroughly cleaned of vegetation and other deleterious matter. 6. After stripping, scarifying and cleaning operations, native soil should be re-compacted to not less than 95% relative maximum density in March 17, 201 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 9 accordance to ASTM D1 557-12 procedure over the entire building pad and 5 feet beyond the perimeter of the pad. 7. All engineered fill or imported soil should be placed in uniform horizontal lifts of not more than 6 to 8 inches in un-compacted thickness, and compacted to not less than 95% relative maximum density in accordance to ASTM D1557-12 procedure. The baserock should be compacted to not less than 95% relative maximum density. Before compaction begins, the fill shall be brought to a water content that will permit proper compaction by either; 1) aerating the material if it is too wet, or 2) spraying the material with water if it is too dry. Each lift shall be thoroughly mixed before compaction to assure a uniform distribution of water content. 8. When fill material includes rocks, nesting of rocks will not be allowed and all voids must be carefully filled by proper compaction. Rocks larger than 4 inches in diameter should not be used for the final 2 feet of building pad. 9. Unstable (yielding) subgrade should be aerated or moisture conditioned as necessary. Yielding isolated area in the subgrade can be stabilized with an excavation of the subgrade to the depth of 12 to 18 inches, lined with stabilization fabric membrane (Mirafi 500X or equivalent) and backfilled with aggregate base. 10. Silicon Valley Soil Engineering (SVSE), should be notified at least two days prior to commencement of any grading operations so that our office may coordinate the work in the field with the contractor. All imported borrow must be approved by SVSE before being brought to the site. Import soil must have a plasticity index no greater than 15 and an R-Value greater than 25. March 17, 2 01 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 10 11 . All grading work shall be observed and approved by a representative from SVSE. The geotechnical engineer shall prepare a final report upon completion of the grading operations. WATER WELLS 12. Any water wells and/or monitoring wells on the site which are to be abandoned, shall be capped according to the requirements of the Santa Clara Valley Water District. The final elevation of the top of the well casing must be a minimum of 3 feet below the adjacent grade prior to any grading operation. FOUNDATION DESIGN CRITERIA 13. We recommend the proposed three-story mixed-use building be supported on continuous perimeter foundation and isolated interior spread footings. Recommendations are presented in the following paragraphs. 14. Continuous perimeter and isolated interior spread footings should be founded at a minimum depth of 36 inches below finished subgrade pad. Under these conditions, the allowable bearing capacity is 3,300 psf for both continuous perimeter and isolated and interior spread footings. The excavated footing bottoms should be compacted with jumping jack or vibratory plate prior to rebar placement. 15. The above bearing values are for dead plus live loads, and may be increased by one-third for short term seismic and wind loads. The design of the structures and the foundations shall meet local building code requirements. 16. The project structural engineer responsible for the foundation design shall determine the final design of the foundations and reinforcing required. We March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 1 1 recommend that the foundation plans be reviewed by our office prior to submitting to the appropriate local agency and/or to construction. 2013 CBC SEISMIC VALUES 17. The site categorization and site coefficients are shown in the following table: Classification/Coefficient Design Value Site Class (Table 20.3-1 CBC 2013) D Risk Category 1,11,111 Site Latitude 37.2813971, N. Site Longitude 121 .9501390 W. 0.2-second Mapped Spectra Acceleration1,Ss 1 .730g* 1 -second Mapped Spectra Acceleration', S, 0.618g* Short-Period Site Coefficient, Fa 1 .0 (Table 1 1 .4-1 CBC 2013) Long-Period Site Coefficient, Fv 1 .5 (Table 1 1 .4-2 CBC 2013) 0.2-second Period, Maximum considered Earthquake Spectral Response Acceleration Sms 1 .730g* (SMs = Fa55- Equation 1 1 .4-1 CBC 2013) 1 -second Period, Maximum Considered Earthquake Spectral Response Acceleration 5m � 0.927g* (5m = Fv5, - Equation 1 1 .4-2 CBC 2013) 0.2-second Period, Designed Spectra Acceleration, SDs 1 .1 54g* (SDs = 2/35ms- Equation 11 .4-3 CBC 2013) 1 -second Period, Designed Spectra Acceleration, 5D, 0.618g* (SD, = 2/35M, - Equation 1 1 .4-4 CBC 2013) For Site Class B, 5 percent damped. * USGS Seismic Design Maps for 2013 CBC analysis. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 12 CONCRETE SLAB-ON-GRADE CONSTRUCTION 18. Based on the laboratory testing results of the near-surface soil, the native soil on the site was found to have a low expansion potential when subjected to fluctuation in moisture. 19. The concrete slab should have a minimum thickness of 5 inches and reinforced with No. 4 rebar with maximum 18 inches on center both ways. If the concrete garage slab were to receive floor covering, a 15-mil vapor barrier should be placed on the rock section. 20. A minimum of 6 inches of N inch crushed rock or Class II Baserock (recycled crushed asphalt concrete is not acceptable) should be placed on the subgrade soil. The baserock material should be compacted to not less than 95% relative maximum density. The finished crushed rock grade should be compacted with vibratory plate. J 21 . The subgrade should be compacted to not less than 95% relative maximum density. The pad subgrade should be compacted prior to placement of the crushed rock and after installation of any under utility pipes and footing excavation with smooth drum roller and/or heavy vibratory plate equipment. A representative from our office should inspect the grade prior to rock placement. 22. Use of a vapor barrier-membrane under the concrete slab is required if a floor covering would be applied. If the slab would not receive a floor covering, the vapor barrier membrane can be eliminated. 23. Prior to placing the vapor barrier membrane and/or pouring concrete, the slab subgrade shall be moistened with water to reduce the swell potential, if deemed necessary, by the field engineer at the time of construction. March 17, 2 01 5 SILICON VALLEY SOIL ENGINEERING File No. SV1352 13 RETAINING WALLS 24. Any facilities that will retain a soil mass shall be designed for a lateral earth pressure (active) equivalent to 50 pounds equivalent fluid pressure, plus surcharge loads. If the retaining walls are restrained from free movement at both ends, they shall be designed for the earth pressure resulting from 60 pounds equivalent fluid pressure, to which shall be added surcharge loads. 25. In designing for allowable resistive lateral earth pressure (passive), a value of 250 pounds equivalent fluid pressure may be used with the resultant acting at the third point. The top foot of subgrade soil shall be neglected for computation of passive resistance. 26. A friction coefficient of 0.3 shall be used for retaining wall design. This value may be increased by 1 /3 for short-term seismic loads. 27. The above values assume a drained condition, and a moisture content compatible with those encountered during our investigation. 28. Drainage should be provided behind the retaining wall. The drainage system should consist of perforated pipe, Schedule 40 or equivalent, placed at the base of the retaining wall and surrounded by 1/4 inch drain rock wrapped in a filter fabric, Mirafi 140N or equivalent. The drain rock wrapped in fabric should be at least 12 inches wide and extend from the base of the wall to within 1 .5 feet of the ground surface. The upper 1 .5 feet of backfill should consist of compacted native soil. The retaining wall drainage system should be sloped to outfall to a discharge facility. 29. As an alternative to the drain rock and fabric, Miradrain 2000 or approved drain mat may be used behind the retaining wall. The drain mat should extend from the base of the wall to the ground surface. A perforated pipe March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 14 (subdrain system) should be placed at the base of the wall in direct contact with the drain mat. The pipe should be sloped to outfall to an appropriate discharge facility. 30. We recommend a thorough review by our office of all designs pertaining to facilities retaining a soil mass. EXCAVATION 31 . No difficulties d.ue to soil conditions are anticipated in excavating the on-site material. Conventional earth moving equipment will be adequate for this project. 32. Any vertical cuts deeper than 5 feet must be properly shored. The minimum cut slope for excavation to the desired elevation is one horizontal to one vertical (1 :1). The cut slope should be increased to 2:1 if the excavation is conducted during the rainy season or when the soil is highly saturated with water. DRAINAGE 33. It is considered essential that positive drainage be provided during construction and be maintained throughout the life of the proposed structures. 34. The final exterior grade adjacent to the proposed structure should be such that the surface drainage will flow away from the structure. Rainwater discharge at downspouts should be directed onto pavement sections, splash blocks, or other acceptable facilities, which will prevent water from collecting in the soil adjacent to the foundations. 35. Utility lines that cross under the slab or through perimeter slab should be completely sealed to prevent moisture intrusion into the areas under the slab and/or perimeter. The utility trench backfill should be of impervious March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 15 material and this material should be placed at least 4 feet on either side of the exterior perimeter. 36. Consideration should be given to collection and diversion of roof runoff and the elimination of planted areas or other surfaces, which could retain water in areas adjoining the building. In unpaved areas, it is recommended that slopes adjacent to the perimeter building walls should be protected. These slopes should be extended to a minimum of 5 feet horizontally from building walls with a minimum outfall of 2 percent. 37. If the subgrade in the landscaping area is moderately to highly expansive, proper drainage should be provided in the landscaping area adjacent to the building foundation. A drip irrigation system is preferable. If the sprinkler system is located adjacent to the building foundation or concrete walkway, a moisture cut-off barrier should be provided. 38. Based on laboratory test results of the near surface soil at the subject site, we estimated that the infiltration rate is approximately 2 inches per hour. This rate can be used in the design of the bio-retention system for on-site storm drainage. ON-SITE UTILITY TRENCHING 39. All on-site utility trenches must be backfilled with native, on-site material, or import fill and compacted to at least 90% relative maximum density and 95% for the final 12 inches. Backfill should be placed in 6 to 8 inch lifts and compacted. jetting of trench backfill is not recommended. A representative from our firm should be notified at least 48 hours before the start of any utility trench backfilling operations. 40. The utility trenches running parallel to the building foundation should not be located in an influence zone that will undermine the stability of the foundation. The influence zone is defined as the imaginary line extending March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SVl 352 16 at the outer edge of the footing at a downward slope of 1 :1 (one unit horizontal distance to one unit vertical distance). If the utility trenches were encroaching the influence zone, the encroached area should be stabilized with cement sand slurry. 41 . If utility trench excavation is to encounter groundwater, our office should be notified for dewatering recommendations. PAVEMENT DESIGN 42. Due to the uniformity of the near-surface soil at the site, one R-Value Test was performed on a representative bulk sample. The result of the R-Value test is enclosed in this report. The following alternate sections are based on our laboratory resistance R-Value test of near-surface soil samples and traffic indices (T.I.) of 4.5 for parking stalls and 5.5 for parking area and driveway (travel way). Alternate pavement section designs, which satisfy the State of California Standard Design Criteria, and above traffic indices, are presented in Table II. Rigid pavement section designs are presented in Table III. The paver pavement sections designs are presented in Table IV. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 17 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1 . The recommendations presented herein are based on the soil conditions revealed by our test borings and evaluated for the proposed construction planned at the present time. If any unusual soil conditions are encountered during the construction, or if the proposed construction will differ from that planned at the present time, Silicon Valley Soil Engineering (SVSE) should be notified for supplemental recommendations. 2. This report is issued with the understanding that it is the responsibility of the owner, or his representative, to ensure that the necessary steps are taken to see that the contractor carries out the recommendations of this report in the field. 3. The findings of this report are valid, as of the present time. However, the passing of time will change the conditions of the existing property due to natural processes, works of man, from legislation or the broadening of knowledge. Therefore, this report is subjected to review and should not be relied upon after a period of three years. 4. The conclusions and recommendations presented in this report are professional opinions derived from current standards of geotechnical practice and no warranty is intended, expressed, or implied, is made or should be inferred. 5. The area of the borings is very small compared to the site area. As a result, buried structures such as septic tanks, storage tanks, abandoned utilities, or etc. may not be revealed in the borings during our field investigation. Therefore, if buried structures are encountered during grading or construction, our office should be notified immediately for proper disposal recommendations. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SVl 352 18 6. Standard maintenance should be expected after the initial construction has been completed. Should ownership of this property change hands, the prospective owner should be informed of this report and recommendations so as not to change the grading or block drainage facilities of this subject site. 7. This report has been prepared solely for the purpose of geotechnical investigation and does not include investigations for toxic contamination studies of soil or groundwater of any type. If there are any environmental concerns, our firm can provide additional studies. 8. Any work related to grading and/or foundation operations during construction performed without direct observation from SVSE personnel will invalidate the recommendations of this report and, furthermore, if we are not retained for observation services during construction, SVSE will cease to be the Geotechnical Engineer of Record for this subject site. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 19 REFERENCES Borcherdt R.D., Gibbs J. F., Lajoie K.R., 1977 - Maps showing maximum earthquake intensity predicted in the southern San Francisco Bay Region, California, for large earthquakes on the San Andreas and Hayward faults. U.S.G.S. MF-709. Helley E.J., Brabb, E.E., 1971 - Geologic map of Late Cenozoic deposits, Santa Clara County, California, U.S.G.S. MFS No. 335, Basic Data Contribution No. 27. Limerinos J.T., Lee K.W., Lugo P.E., 1973 - Flood Prone Areas in the San Francisco Bay Region, California U.S.G.S. Open file report. Rogers T.H., and Williams J.W., 1974 - Potential seismic hazards in Santa Clara County, California Special Report, No. 107, California Division of Mines and Geology. USGS (1997). Guidelines for Evaluating and Mitigating Seismic Hazards in California. Special Publication 117. Department Of Conservation. Division of Mines and Geology. USGS (2002). CGS Seismic Hazard Zone Report 058 [Seismic Hazard Evaluation of the San Jose West 7.5-Minute Quadrangle, Santa Clara County, California. 2002 (Revised 1017012005). Department Of Conservation. Division of Mines and Geology]. 2013 (CBC) California Building Code, Title 24, Part 2. March 17, 2015 SILICON VALLEY SOIL ENGINEERING TABLES TABLE I - SUMMARY OF MOISTURE/DENSITY & DIRECT SHEAR TESTS TABLE II - PROPOSED ALTERNATE PAVEMENT SECTIONS TABLE III - PROPOSED RIGID PAVEMENT SECTIONS TABLE IV - PROPOSED PAVER PAVEMENT SECTIONS File No. SV1352 TABLE I SUMMARY OF MOISTURE/DENSITY & DIRECT SHEAR TESTS In-Place Conditions Direct Shear Testing Atterberg Limits Sample Depth Moisture Dry Angle of Unit Liquid Plasticity No. Ft. Content Density Internal Cohesion Limit Index P.O. Friction k.s.f. Dry Wt. Degrees L.L. P. I. 1 -1 3 14.8 108.0 0 35 1 -2 5 5.4 116.0 1 -3 10 3.5 125.7 1 -4 15 3.1 127.6 1-5 20 2.9 127.1 1 -6 30 3.5 126.4 2-1 3 15.5 106.2 2-2 5 3.9 113.4 2-3 10 2.8 125.9 2-4 15 3.2 126.6 2-5 20 3.8 127.0 3-1 3 16.3 108.2 3-2 5 5.0 114.1 3-3 10 3.8 124.4 March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 TABLE II PROPOSED ALTERNATE PAVEMENT SECTIONS Location: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California PARKING STALLS DRIVEWAY Design R-Value 24.0 24.0 Traffic Index 4.5 5.5 Gravel Equivalent 14.0 16.0 Recommended Alternate ]A 1 B 1 C 2A 2B 2C Pavement Sections: Asphalt Concrete 3.0" 3.5" 4.0" 3.0" 3.5" 4.0" Class II Baserock (R=78 min.) compacted 6.0" 5.0" 4.0" 9.0" 8.0" 7.0" to at least 95% relative maximum density Subgrade soil scarified and 0 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" compacted to at least 95/ relative maximum density March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 TABLE III PROPOSED RIGID PAVEMENT SECTIONS Location: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California DRIVEWAY * SIDEWALK Recommended Rigid Pavement Sections: P.C. Concrete 6.0" 4.0" Class II Baserock (R=78 min.) compacted 6.0" 4.0" to at least 95% relative maximum density Subgrade soil scarified and compacted to at least 95% 12.0 12.0 relative maximum density * Including trash enclosures, stress slabs, valley gutters, and curb & gutters. Reinforcement provided by Structural Engineer. Maximum control joints at 10' x 101. March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 TABLE IV PROPOSED PAVER PAVEMENT SECTIONS Location: Proposed Mixed-Use Building 2295 & 2305 S. Winchester Boulevard Campbell, California DRIVEWAY/PARKING AREA Recommended Paver 1 A* 1 B* 2A 2B Pavement Sections: Min. 3.25" ± Min. 3.25" ± Min. 3.25" ± Min. 3.25" ± Permeable Permeable Non- Non- Vehicular Rated Pavers Paver Paver Permeable Permeable Parking Stalls Driveway Paver , Paver Parking Stalls Driveway ASTM No. 8 Bedding 2.0" 2.0" 2.0" 2.0" Course & Paver Filler 3/4" Clean Crushed Rock or Class II Permeable 8.01, 11 .011 --- --- compacted to at least 90% relative maximum density Class II Baserock (R=78 min.) compacted --- --- 8.0" 11 .011 to at least 95% relative maximum density Subgrade soil scarified and 12.0" 12.0" 12.0" 12.0" compacted to at least 90% relative maximum density (see next page) March 17, 2015 SILICON VALLEY SOIL ENGINEERING File No. SV1352 ` The subgrade should be lined with a geotextile membrane Mirafi 50OX or equivalent. The liner should be place and overlapped properly for drainage. The subgrade should be sloped at a minimum of 2% towards the subdrain system. The subdrain system should consist of a 4-inch diameter perforated pipe surrounded by 3/ inch drain rock wrapped in a filter fabric. The drain rock wrapped in fabric should be at least 12 inches wide and 12 inches below the finished subgrade elevation. The drainage system should be sloped to outfall to a discharge facility. The pavers should be bordered with a concrete curb/band. Typically, minor maintenance would be required during the life of the pavers. March 17, 2015 SILICON VALLEY SOIL ENGINEERING FIGURES FIGURE 1 - VICINITY MAP FIGURE 2 - SITE PLAN FIGURE 3 - FAULT LOCATION MAP FIGURE 4 - PLASTICITY INDEX CHART FIGURE 5 - COMPACTION TEST A FIGURE 6 - R-VALUE TEST SITE F J ci 1 + z T� SApID`R IN"•CT �,`.— Y 4 zi Iua.LCF,Re c,-pP7Ii)}D• r GEL.OPq c , "— h—' z �ry•I y _ HERT&E VIL E J _ I 77 If J IIEGEG AJ '} ALBAT. 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AV y� f qt'•`�� P ��a S� ivy l _BRICGE PL�. � gpTD Sia .� C,/ < Qp F• � - �� �f v ,lY �ml 'FRtQ JQ T }� r2 car` i z 4 FFR,E_ r ,Co ECHO' -A A,z c ` 1 HOLLIS. Ay,,.,, rrr.— ,;.c,P t ..�,tiC�,,- is + R SURREY`'Z wv 1 KfS RVO 7--- } ✓l16� s( ! D Q WALDO RD 11 l a I_ ✓�c �- m �i _—; C r t _ - - gvAR !� C� SHAG L� t vtH y`l, u l m w :�J�` U .0 I} CT I �13 a IRONALD:�> 01 �.�4y I.: m. +,C F.r yam;, C� 7�.�'�'-�'f P BRiAN E DR_ 11,P LADRA a_!!LAURA_� Al+ tNt�N H i '�Cpt a R /1 I �t� �a O J ¢' DR. :� o0rl T �� Nn�RRIS, ,11](HLCmo aF. - CT � „ �- I',' `ejf �i.} DELL AV I� h,,".2e,nur, ,'� BETA.G7: f - t _1f - — �_.LtJ, PFh; C7J �v'F�ft 7000 20- Illr.: �(tY1068 R tl M N I118 C P J ,. ` �_- �P Silicon Valley Soil VICINITY MAP File No.: SV1352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 1 San Jose, CA 95131 (408) 324-1400 2295 & 2305 S. Winchester Boulevard Campbell, California Scale: NOT TO SCALE March 2015 EL CAMINITO AVENUE + Li Lj 3 COVEI�ED SPACE(0 L-L \L ]RUCK URN-AROUM) ZINTS TO ROOF BAG A (TYPICAL)_ -2 PROPOSED 10 GIU?IXGFS BUILDING RETAIL 2,200 Sf FF 209.50 B D-3:2 0 1111SLO 1 WN�WAU�) ACCF�S.SIBLHSPACH "O"Ily IAWNI G (Typ)� II COVERED 16 OPEN OPFJAISI.r-'- SPACE COVERED AISLE SPACES" (K- RETAIL Z% Swi A 1,000 Sf FF 209.83 Yd NOTE: -®- DENOTES APPROXIMATE EXPLORATORY BORING LOCATION 4 DENOTES APPROXIMATE EXPLORATORY BAG SAMPLE LOCATION Silicon Valley Soil SITE PLAN File No.: SVI 352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 2 San Jose, CA 95131 (408) 324-1400 2295 & 2305 S. Winchester Boulevard San Jose, California Scale: NOT TO SCALE March 2015 yAd ` /as<•.�9. 'SR � � N S 1969 ` • 1902 5.5 • 1889 �0. cow N 6.0 I r o s 10 Is 70 101DMn 1 6. °0 • Q 1636', 1980 1 q p 7.0 D 5.5 * �� �o SF G� ti 1861 �p 1986 1906 K ;S,5.3 m.� 4� 5.7 8.3 dy O p •1957 di 5.tl3 d^ d� 1 187.0 33` �pG�c�17 0 0w 1986 �a7 PA 58 5.7 1988 SJ 186\� 5.1 ro `� 6.3 1911 1986 n y ph a • 6.6 5.7 2 co 4r J!8\r1988 5.5 S 0 X 5.1 Say �'r 198441 0 5.8 • '9 MH. -1- 6.2 SITE 2aYapte 15 38 ,rB •1864 { 1884 • �0r 5.9 5.9 1989 ooa11 �G 1979 5.9 1897 EXPLANATION 8.2 Fault;dotted where concealed 1890\\H •1910 6.3 1939 •1906 Significant earthquake epicenter 1926 5.5 5.5 8.3 with year of event and Richter magnitude 6.1 • • Silicon Valley Soil FAULT LOCATION MAP File No.: SV1352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 3 San Jose, CA 951 31 (408) 324-1400 2295 & 2305 S. Winchester Boulevard Campbell, California Scale: NOT TO SCALE March 2015 PLASTICITY CHART 60 CV CE 50 - 0-01 CH ME 40 MV 30 CI V) � 20 MH CL 10 N --*','1_r 7 MI 4 .............__...... M L 0 0 10 20 30 40 50 60 70 80 90 100 Liquid Limit % PLASTICITY DATA Key Hole Depth Liquid Plasticity Unified Soil Symbol No. ft. Limit % Index % Classification Symbol ® BAG A 0-1 25 4 ML *Soil type classification Based on British suggested revisions to Unified Soil Classification System Silicon Valley Soil PLASTICITY INDEX File No.: SV1352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 4 San .Jose, CA 95131 (408) 324-1400 2295 & 2305 S. Winchester Boulevard Campbell, California Scale: NOT TO SCALE March 2015 150 145 140 135 130 J 125 Q. >, 120 a 115 0 >. 110 105 100 95 90 85 0 5 10 15 20 25 30 35 Moisture Content (% of Dry Weight) SAMPLE: A DESCRIPTION: Medium Brown Sandy Clayey SILT LABORATORY TEST PROCEDURE: ASTM D1 557-12 MAXIMUM DRY DENSITY: 120.0 p.c.f. OPTIMUM MOISTURE CONTENT: 13.0 Silicon Valley Soil COMPACTION TEST A File No. SV1352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 5 San Jose, CA 95131 2295 & 2305 S. Winchester (408) 324-1400 Boulevard Campbell, California Scale: NOT TO SCALE March 2015 EXUDATION PRESSURE(P.S.I.) 800 700 600 500 400 300 200 100 24 100 Ul RESISTANCE, R-VALUE TEST = 22 STATE OF CALIFORNIA 90 U TEST METHOD NO.CALIFORNIA 301- z 20 80 Ce w i 18 70 JO 16 60 J a 14 50 m � � 12 40 w z u 10 30 ~ 8 20 w 0 6 1p 4 0 2 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 COVER THICKNESS BY EXPANSION PRESSURE- INCHES SAMPLE: A DESCRIPTION: Medium Brown Sandy Clayey SILT SPECIMEN A B C EXUDATION PRESSURE(P.S.I.) 216.0 329.0 431.0 EXPANSION DIAL(.0001") 33.0 60.0 85.0 EXPANSION PRESSURE(P.S.F.) 143.0 260.0 368.0 RESISTANCE VALUE, "R" 16.0 27.0 41.0 MOISTURE ATTEST 16.3 15.3 14.4 DRY DENSITY ATTEST(P.C.F.) 110.1 112.3 115.3 R-VALUE AT 300 P.S.I. EXUDATION PRESSURE _ (2 4) Silicon Valley Soil R—VALUE TEST File No. SV1 352 FIGURE Engineering Proposed Mixed-Use 2391 Zanker Road, #350 Building Drawn by: V.V. 6 San Jose, CA 95131 2295 & 2305 S. Winchester (408) 324-1400 Boulevard Campbell, California Scale: NOT TO SCALE March 2015 APPENDICES MODIFIED MERCALLI SCALE METHOD OF SOIL CLASSIFICATION KEY TO LOG OF BORING EXPLORATORY BORING LOGS (B-1 THROUGH B-3) File No. SV1352 GENERAL COMPARISON BETWEEN EARTHQUAKE MAGNITUDE AND THE EARTHQUAKE EFFECTS DUE TO GROUND SHAKING Earthquake Richter Modified Mercalli Intensity Scale* Damage to Category Magnitude (After Housner, 1970) Structure I - Detected only by sensitive instruments. 2.0 II - Felt by few persons at rest, especially on upper floors; delicate suspended objects may swing. 3.0 Ill - Felt noticeably indoors, but not always No recognized as an earthquake; standing Damage cars rock slightly, vibration like passing truck. Minor IV - Felt indoors by many, outdoors by a few; at night some awaken; dishes, windows, doors disturbed; cars rock noticeably. 4.0 V - Felt by most people; some breakage of Architec- dishes, windows, and plaster; tural disturbance of tall objects. Damage VI - Felt by all; many are frightened and run outdoors; falling plaster and chimneys; damage small. 5.0 VII - Everybody runs outdoors. Damage to 5.3 building varies, depending on quality of construction; noticed by drivers of cars. Moderate 6.0 VIII - Panel walls thrown out of frames; fall of walls, monuments, chimneys; sand and mud ejected; drivers of cars disturbed. IX - Buildings shifted off foundations, Structural cracked, thrown out of plumb; ground Damage cracked, underground pipes broken; 6.9 serious damage to reservoirs and embankments. Major 7.0 X - Most masonry and frame structures destroyed; ground cracked; rail bent slightly; landslides. XI - Few structures remain standing; bridges 7.7 destroyed; fissures in ground; pipes broken; landslides; rails bent. Great 8.0 XII - Damage total; waves seen on ground Near surface; lines of sight and level Total distorted; objects thrown into the air; Destruction large rock masses displaced. *Intensity is a subject measure of the effect of the ground shaking, and is not engineering measure of the ground acceleration. SILICON VALLEY SOIL ENGINEERING f File No. SV1 352 METHOD OF SOIL CLASSIFICATION CHART MAJOR DIVISIONS SYMBOL TYPICAL NAMES 0o GRAVELS GW o�a-o°: Well graded gravel or gravel-sand mixtures,little or no fines N •off:;•o o (More than 1/2 of GP ,o b•o Poorly graded gravel or gravel-sand moistures, little or no fines .. o coarse fraction> GM b o;{:a Silty gravels,gravel-sand-silt mixtures LU iw:b•. w �V) no.4 sieve size) GC 'o.'�. Clayey Gravels,gravel-sand-clay mixtures 0 N ; r: ►.: u a, SANDS SW %y�;r�:�: Well graded sands or gravelly sands, no fines � Q (More than 1/2 of SP Poorly graded sands or gravelly sands,no fines cu coarse fraction < SM ;0 =;. ; SilSiltysands,sand-silt mixtures no.4 sieve size SC 'tri^�t '� Clayey sands,sand-clay mixtures o SILTS&CLAYS ML Inorganic silts and very fine sand,rock,flour,silty or clayey fine sand or oN clayey silt/slight plasticity d c LL< 50 CL Inorganic clay of low to medium plasticity,gravelly clayes,sandy clay, O v silty clay,lean clays oa Zo•� OL Organic siltys and organic silty clay of low plasticity a, L3 �v SILTS&CLAYS MH Inorganic silts,micaceous or diatocaceous fine sandy,or silty soils, ui w rt : elastic silt Z v LL> 50 CH Inorganic clays of high plasticity,fat.clays OH Organic clays of medium to high plasticity,organic silty clays,organic silts HIGHLY ORGANIC SOIL PT Peat and other highly organic soils CLASSIFICATION CHART- UNIFIED SOIL CLASSIFICATION SYSTEM PLASTICITY INDEX CHART 60 CLASSIFICATION RANGE OF GRAIN SIZES �E CV U.S.Standard Grain Size 50 Sieve Size In Millimeters o CH ME BOULDERS Above12" Above305 v 40 COBBLES 1 2"to 3" 305[0 76.2 Y MV _ 30 GRAVELS 3"to No.4 76.2 to 4.76 Coarse 3"to 3/4" 76.2 to 19.1 N Cl Fine 3/4"to No.4 19.1 to 4.76 - 20 DO- CL MH SAND No.4 to No.200 4.76 to 0.074 10 Coarse No.4 to No. 10 4.76 to 2.00 7 ._.___ N __.. Medium No.10 to No.40 2.00 to 0.420 4 ......._......_....._... M MI Fine No.40 to No.200 0.420 to 0.074 0 0 10 20 30 40 50 60 70 80 90 100 SILT AND CLAY Below No.200 Below 0.074 Liquid Limit Method of Soil Classification Chart SILICON VALLEY SOIL ENGINEERING v Project:Proposed Mixed Use Building Silicon Valley Soil Engineering Key to Log of Boring Project Location:2295&2305 South 2391 Zanker Road,Suite 350 Winchester Blvd.-Campbell,California San Jose,CA 95131 Sheet 1 of 1 Project Number:SV1352 (408)324-1400 _ o U C d v � o Q. o N N = ® J y C rA J N >. 7 0' T O w F-- z f- J - N J t^ L a O_N L D ° in Q a U n E E E 3 '� o (n cz n rn a L7 MATERIAL DESCRIPTION >� `s 7 LIJ L2j3] L4j L5j6 7i 181 1911 1 COLUMN DESCRIPTIONS eDepth(feet):Depth in feet below the ground surface. Q9 Dry Unit Weight,pcf:Dry weight per unit volume of soil sample 2 Sample Type:Type of soil sample collected at the depth interval measured in laboratory,in pounds per cubic foot. shown. ® Direct Shear Test- Cohesion in ksf:Cohesion is the y-axis 3 Sample Number:Sample identification number. intercept of the failure envelope tangent to the Mohr circles. 4 Sampling Resistance,blows/ft:Number of blows to advance driven 1�1 Direct Shear Test-Internal Friction Angle in degrees:The internal sampler one foot(or distance shown)beyond seating interval friction angle(Phi)is the angle inclination of the failure envelope. using the hammer identified on the boring log. Liquid Limit-LL,%:Liquid Limit,expressed as a water content. e5 Material Type:Type of material encountered. Plasticity Index-PI,%:Plasticity Index,expressed as a water 6 Graphic Log:Graphic depiction of the subsurface material content. encountered. �7 MATERIAL DESCRIPTION:Description of material encountered. May include consistency,moisture,color,and other descriptive text. ® Water Content,%:Water content of the soil sample,expressed as percentage of dry weight of sample. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM:Chemical tests to assess corrosivity PI:Plasticity Index,percent COMP:Compaction test SA:Sieve analysis(percent passing No.200 Sieve) CONS:One-dimensional consolidation test UC:Unconfined compressive strength test,Qu,in ksf LL:Liquid Limit,percent WA:Wash sieve(percent passing No.200 Sieve) MATERIAL GRAPHIC SYMBOLS oo Poorly graded GRAVEL(GP) Grass and/or topsoil ®SILT,SILT w/SAND,SANDY SILT(ML) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS _y- Water level(at time of drilling,ATD) Auger sampler �CME Sampler Pitcher Sample 2-inch-OD unlined split Water level(after waiting) Bulk Sample Grab Sample spoon(SPT) Minor change in material properties within a I stratum 3-inch-OD California w/ '2.5-inch-OD Modified Shelby Tube(Thin-walled, _ — Inferred/gradational contact between strata brass rings California w/brass liners fixed head) —?-Queried contact between strata GENERAL NOTES 1:Soil classifications are based on the Unified Soil Classification System.Descriptions and stratum lines are interpretive,and actual lithologic changes may be gradual.Field descriptions may have been modified to reflect results of lab tests. 2:Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced.They are not warranted to be representative of subsurface conditions at other locations or times. Project:Proposed Mixed Use Building Silicon Valley Soil Engineering Log of Boring B-1 Project Location:2295&2305 South 2391 Zanker Road,Suite 350 Winchester Blvd.-Campbell,California San Jose,CA 95131 Sheet 1 of 2 Project Number:SV1352 (408)324-1400 Date(,) 03/10/15 Logged By V.V. Checked By Drilled Drilling Solid Stem Auger Drill Bit 6-inch Total Depth 31.5 feet Method Size/Type of Borehole Approximate 213 feet Surface Elevation Groundwater Level Sampling Modified California Hammer 140 Ibs and Date Measured Method(s) Data Borehole Backfill Grout Location ai o O U @ o a cy m o b E O. j T p F J iD .�. d (0 N 0 O f0 � (0 u O- (NO ❑ co (n (n z � C7 MATERIAL DESCRIPTION ❑ o , o .2 a 0.29 crass 3.0 inches of organic material NIL Medium Brown Sandy Clayey SILT Moist,stiff 3 GP 1 1 20 P Gray Brown Sandy GRAVEL 14.8 106.0 0 35 op a Damp,dense GRAVEL:1.5 inches maximum diameter 5 °v u Sub-rounded,poorly graded 1-2 48 5.4 116.0 °P Q Op a °o a OPa 10 °v 0 1-3 55+ 3.5 125.7 °PQ O D P 00 v OP Q 15 0 0 1-4 55+ eP 3.1 127.6 °06 °o U 00 P °v U 20 0 0 1-5 55+ P O 2.9 127.1 00 v 00 P po P O D P 25 0 0 va °(74 °vo OPQ 30 Project:Proposed Mixed Use Building Silicon Valley Soil Engineering Log of Boring B-1 Project Location:2295&2305 South 2391 Zanker Road,Suite 350 Winchester Blvd.-Campbell,California San Jose,CA 95131 Sheet 2 of 2 Project Number:SV1352 (408)324-1400 0 �C C - c O. Em N 8_ Q. c m N C J d 7 2' T p C w F Z m �_ J O A c `m rn E L a a a Y @ a°i m m m o m r u " (a p Lo U) a g O MATERIAL DESCRIPTION 3: p o 'o :� d 30 GP 1-6 55+ o Gray Brown Sandy GRAVEL 3.5 126.4 0 o Damp,dense 31.5 GRAVEL:1.5 inches maximum diameter Sub-rounded,poorly graded Boring terminated at 31.5 feet 35 40 45 SO 55 60 65 Project:Proposed Mixed Use Building Silicon Valley Soil Engineering Log of Boring B-2 Project Location:2295&2305 South 2391 Zanker Road,Suite 350 Winchester Blvd.-Campbell,California San Jose,CA 95131 Sheet 1 of 1 Project Number:SV1352 (408)324-1400 Dates) 03/10/15 Logged By V.V. Checked By Drilled Drilling Drill Bit 6-inch Total Depth Method Solid Stem Auger Size/Type of Borehole 21.5 feet Approximate 213 feet Surface Elevation Groundwater Level Sampling Modified California Hammer 140 Ibs and Date Measured Method(s) Data Borehole Backfill Grout Location ai m o a E; o a d N C N a J o c J w L d C. a- a E E E 3 ° 6 = mt d p� ) (0 U)a g C5 MATERIAL DESCRIPTION '_-�i a 0.29 crass 3.0 inches of organic material ML Medium Brown Sandy Clayey SILT Moist,stiff 3 GP P o Gray Brown Sandy GRAVEL 2-1 21 oP Damp,dense 15.5 106.2 GRAVEL:1.5 inches maximum diameter 5 °o o Sub-rounded,poorly graded 2-2 43 3.9 113.4 °P 0 00 P D o O o O v 10 °on 2-3 55+ C 2.6 125.9 °v 6 °v 6 00 P 00 P 1s o 0 2-4 55+ P 3.2 126.6 00 P oo O °o6 °00 20 °o C 2-5 55r C 3.6 127.0 00 21.5 Boring terminated at 21.5 feet 25 30 Project:Proposed Mixed Use Building Silicon Valley Soil Engineering Log of Boring B-3 Project Location:2295&2305 South 2391 Zanker Road,Suite 350 Winchester Blvd.-Campbell,California San Jose,CA 95131 Sheet 1 of 1 Project Number:SV1352 (408)324-1400 Date(s)Drilled 03110/15 Logged By V.V. Checked By Drilling Solid Stem Auger Drill Bit 6-inch Total Depth 11.5 feet Method Size/Type of Borehole Approximate 213 feet Surface Elevation Groundwater Level Sampling Modified California Hammer 1401bs and Date Measured Method(s) Data Borehole Backfill Grout Location ai o U 3 c o E � o d O T L J N 'E N rl w F z m H _J o ~x ~m E Q) 0 E x m U L) C c o 0 U a E E E 3 t7 cc rn in rn a g C7 MATERIAL DESCRIPTION `z 2 m D U 0 W J d 0.29 crass 3.0 inches of organic material ML Medium Brown Sandy Clayey SILT Moist,stiff 3 GP v a Gray Brown Sandy GRAVEL 3-1 25 Damp,dense 15.3 108,2 �C 0 GRAVEL:1.5 inches maximum diameter 5 ovvc Sub-rounded,poorly graded 3-2 41 5.0 114.1 Op 0 �v 0 00 v 00 v 10 0 0 3-3 55+ P 0 3.8 124.4 00 11.5 Boring terminated at 11.5 feet 1s 20 25 30 O V C A'4 �Al A � r v r ti t4l G� 01?H agO PUBLIC WORKS SUBMITTAL REQUIREMENTS City of Campbell Department of Public Works www.cityofcampbell.com 4 Public Works 4 Land Development A. ITEMS REQUIRED FOR PARCEL OR TRACT MAP SUBMITTAL: 1. Utility clearance letters from public utilities or copies of letter requests(see page 5 of item 7 below for sample) 2. Two(2)copies of the Preliminary Title Report(current within the last 6 months) 3. X Two(2)copies of the Grant Deed(s)for the subject property(ies) 4. X Two(2)copies of all referenced maps and documents used to prepare the Parcel or Tract Map(deeds,maps,etc.) 5. Map Plan Check Fee paid 6. X Four(4)Sets of Parcel or Tract Map 7. Check List for Parcel Maps and Tract Maps 8. Two(2)copies of Closure/Area Calculations 9. Soils Report 10. Submittal appointment time scheduled with Public Works Project Engineer B. ITEMS REQUIRED FOR STREET IMPROVEMENT PLAN SUBMITTAL: L. Preliminary Title Report(current within the last 6 months;proof of ownership may be substituted with City's approval.) 2. Encroachment Permit Application complete 3. Applicant signature and date on Encroachment Permit(front and back) 4. Permit Application Fee paid 5. City Engineer's Estimate Completed and Submitted 6. Plan Check Deposit Paid(2%of Engineer's Estimate,$500 min)Receipt Number 7. Four(4)Sets of Street Improvement Plans with City Standard Title sheet and standard border on all sheets. 8. / Check List for Street Improvement Plans 9. Submittal appointment time scheduled with Public Works Project Engineer C. ITEMS REQUIRED FOR GRADING&DRAINAGE PLAN SUBMITTAL: 1. )k Four (4) Sets of Grading &Drainage plans (24" x 36" size sheets) submitted to the Public Works Department with City Standard Title sheet and standard border on all sheets. 2. Grading Plan Review Fee paid 3. Check List for On-Site Grading&Drainage 4. Soils Report 5. Submittal appointment time scheduled with Public Works Project Engineer J:\FORMS\Templates\Land Development\Public Works Submittal Requirements rev.05/09 ENCROACHMENT PERMIT ISSUANCE CHECK LIST City of Campbell Encroachment Permit No.ENC Department of Public Works Tract No. Address: ITEMS REQUIRED FOR PERMIT APPLICATION: 1. Encroachment Permit Application complete,with applicant signature and date(front and back) 2. Permit Application Fee paid$ -Receipt Number&Date 3. Plan Check Deposit Paid(2%of Engineer's Estimate,$500 min)$ Receipt Number 4. Grading Plan Review Fee paid$ -Receipt Number&Date 5. X City Engineer's Estimate Completed and Submitted 6. Four(4)Sets of Street Improvement Plans 7. Four(4)Sets of Grading and Drainage Plans 8. Check Lists(Grading and Drainage,Street Improvement) ITEMS REQUIRED PRIOR TO PUBLIC WORK CLEARANCE FOR BUILDING PERMITS 9. Plan Check&Inspection Fee:Engineer's Estimate(EE)=$ ;if EE is<$250,000,then fee is 14%of EE. If EE>$250,000,fee is Actual Cost+20%. $35,000 minimum deposit. Amount$ Receipt No.&Date 10. Security for Faithful Performance and Labor and Materials, 100%each of Engineer's Estimate,supplied or paid. Amount$ Form Receipt No. &Date 11. Security for Monumentation Amount$ Receipt No.&Date 12. Construction Emergency Cash Deposit: 4%of Engineer's Estimate.($500 minimum,$10,000 maximum) Amount$ Receipt No.&Date 13. Storm Drainage Area Fee Amount$ Receipt No.&Date 14. Street Improvement Agreement signed and notarized(proof of ownership submitted) 15. Right of Way Documents Completed and Fees Paid. 16. All other Public Works requirements listed in the Conditions of Approval of the development. 17. Other Fees,Payments,Deposits Amount$ Receipt No.&Date 18. SWPPP+NOI 19. C3 Certification 20. Covenant Agreement 21. Geotech Letter 22. Storm Water Management Plan ITEMS REQUIRED PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT: 23. Contractor's signature added to the permit application(front and back) 24. Contractor's City of Campbell Business License# 25. Worker's Compensation Insurance Information Sheet received from Contractor. 26. Certificate of Insurance with Additional Insured's Endorsement received from Applicant or Contractor. 27. One mylar set and six(6) or less sets of off-site plans signed by engineer,stamped APPROVED FOR CONSTRUCTION. _Contractor, _Inspector _PW Superintendent(Service Center) EP File LD File _Signals&Lighting Supervisor(Service Center) 28. Permit signed by City Engineer. 29. INITIATE CHECK REQUEST FOR PLAN CHECK DEPOSIT REFUND — WHEN ALL OF THE ABOVE ITEMS ARE COMPLETE,PERMIT MAY BE ISSUED. Issuer:Initial and date and file with permit U TH 6612 Owens Drive, Suite 100 MERICAN Pleasanton, California 94588 IFTITLE Office Phone: (925)847-9570 UCOMPANY Office Fax: (925)847-0663 Like Clockwork North American Title Company 6612 Owens Drive, Suite 100 Pleasanton, CA 94588 Our Order No.: 1361198 Property Address: 2295 and 2305 South Winchester Blvd, Campbell, CA 95008 Attention: Kim Garner Preliminary Report Dated as of May 6, 2015 at 7:30 A.M. In response to the above referenced application for a Policy of Title Insurance, North American Title Insurance Company Hereby reports that it is prepared to issue,or cause to be issued, as of the date hereof,a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules,Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage and limitations on covered risks of said Policy or Policies are set forth in Exhibit A attached.The Policy to be issued may contain an Arbitration Clause. When the amount of insurance is less than that set forth in the Arbitration Clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the Parties. Limitations on covered risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which establish a deductible amount and a maximum dollar limit of liability for certain coverages are also set forth in Exhibit A. Copies of the Policy forms should be read. They are available from the office which issued this report. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully.The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens,defects,and encumbrances affecting title to the land. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance,a Binder or Commitment should be requested. The form of Policy of title insurance contemplated by this report is: CLTA Standard Coverage Owners Policy Please note that the America's First Homeowner's Policy (CLTA/ ALTA Homeowner's Policy) can only be issued on transactions involving individuals as purchasers and residential 1-4 properties. Any indication that the America's First Homeowner's Policy(CLTA/ALTA Homeowner's Policy)will be issued in a transaction that does not meet these criteria is hereby revised to state that the policy contemplated is a Standard Coverage Policy. Janet Merritt,Title Officer Page 1 Rev.NAT 8/20/13 Order No. 54606-1361198-15 • SCHEDULE A 1. The estate or interest in the land hereinafter described or referred to covered by this report is: Fee simple. 2. Title to said estate or interest at the date hereof is vested in: GABILAN STREET, LLC,A CALIFORNIA LIMITED LIABILITY COMPANY 3. The Land referred to in this report is situated in the City of Campbell, State of California, County of Santa Clara, and is described as follows: See attached Legal Description Page 2 Rev.NAT 8/20/13 Order No. 54606-1361198-15 LEGAL DESCRIPTION Real property in the City of Campbell, County of Santa Clara, State of California, described as follows: PARCEL ONE: ALL OF LOT 19,AS SHOWN UPON THAT CERTAIN MAP ENTITLED TRACT NO. 179 E. R. KENNEDY SUBDIVISION NO. 2,WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA ON APRIL 14, 1941 IN BOOK 5 OF MAPS AT PAGES 52 AND 53. PARCEL TWO: LOT 18, "TRACT NO. 179 E.R. KENNEDY, SUBDIVISION NO. 2, PART OF THE N. E. 1/4 OF SECTION 34,TOWNSHIP 7 SOUTH, RANGE 1 WEST, M.D.B.&M.,", FILED APRIL 14, 1941, BOOK 5 OF MAPS, PAGES 52 AND 53, SANTA CLARA COUNTY RECORDS. APN: 305-34-004 and 305-34-005 Page 3 Rev.NAT 8/20/13 Order No. 54606-1361198-15 SCHEDULE S At the date hereof exceptions to coverage in addition to the printed exceptions and exclusions in the policy form designated on the face page of this report would be as follows: 1. General and special taxes and assessments for the fiscal year 2015-2016, a lien not yet due or payable. 2. General and special taxes and assessments for the fiscal year 2014-2015. First Installment: $4,232.85, PAID Penalty: $443.28 Second Installment: $4,232.85, DELINQUENT Penalty: $443.28 Tax Rate Area: 010-005 A. P. No.: 305-34-004 3. Supplemental taxes for the year 2014-2015 assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. First Installment: $1,296.45, OPEN Delinquent Date: 06/01/2015 Penalty: $149.64 Second Installment: $1,296.45, OPEN Delinquent Date: 09/30/2015 Penalty: $149.64 Tax Rate Area: 010-005 A. P. No.: 305-34-004 4. General and special taxes and assessments for the fiscal year 2014-2015. First Installment: $4,595.78, PAID Penalty: $479.57 Second Installment: $4,595.78, DELINQUENT Penalty: $479.57 Tax Rate Area: 010-005 A. P. No.: 305-34-005 5. Supplemental taxes for the year 2014-2015 assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. First Installment: $1,382.88, OPEN Delinquent Date: 06/01/2015 Penalty: $158.28 Second Installment: $1,382.88, OPEN Delinquent Date: 09/30/2015 Penalty: $158.28 Tax Rate Area: 010-005 A. P. No.: 305-34-005 6. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. Page 4 Rev.NAT 8/20/13 Order No. 54606-1361198-15 7. The lien of special tax assessed pursuant to Chapter 2.5 commencing with Section 53311 of the California Government Code for Santa Clara County Library District Joint Powers Authority Community Facilities District No. 2005-1, under the Mello Roos Community Facilities Act of 1982, as disclosed by Notice of Special Tax Lien.recorded June 24, 2005 as Instrument No. 18438576 of Official Records. 8. Any and all offers of dedications, conditions, restrictions, easements, notes and/or provisions shown or disclosed by the filed or recorded map referred to in the legal description, including but not limited to: Easement for public utility and incidental purposes affecting the Southerly portion of Lot 18 shown on said map . 9. Building setback line 25 feet from Winchester Boulevard and 12 1/2 feet from El Caminito Avenue as shown on the filed map. 10. Covenants, conditions, restrictions and easements in the document recorded August 2, 1941 as Book 1056, Page 113 of Official Records,which provide that a violation thereof shall not defeat or render invalid the lien of any first mortgage or deed of trust made in good faith and for value, but deleting any covenant, condition, or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, sexual orientation, familial status, disability, handicap, national origin, genetic information, gender, gender identity, gender expression, source of income(as defined in California Government Code § 12955(p)) or ancestry,to the extent such covenants, conditions or restrictions violation 42 U.S.C. § 3604(c) or California Government Code § 12955. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status. 11. The terms and provisions contained in the document entitled Agreement, executed by and between Nicklas Granoski and Fred Schneider and The City of Campbell, recorded July 29, 1985, as Instrument No. 8478790 of Official Records. Affects Lot 18. 12. A Deed of Trust to secure an original indebtedness of$750,000.00 recorded September 18, 2014 as Instrument No. 22710804 of Official Records. Dated: September 16, 2014 Trustor: Gabilan Street, LLC, a California limited liability company Trustee: North American Title Company,a California corporation Beneficiary: SREA, Inc., a California corporation 13. With respect to Gabilan Street, LLC, a California limited liability company: a. A copy of its operating agreement and any amendments thereto; b. If it is a California limited liability company,that a certified copy of its articles of organization (LLC-1) and any certificate of correction (LLC-11), certificate of amendment(LLC-2), or restatement of articles of organization (LLC-10) be recorded in the public records; c. If it is a foreign limited liability company,that a certified copy of its application for registration (LLC-5) be recorded in the public records; d. With respect to any deed, deed of trust, lease, subordination agreement or other document or instrument executed by such limited liability company and presented for recordation by the Company or upon which the Company is asked to rely, that such document or instrument be executed in accordance with one of the following, as appropriate: (i) If the limited liability company properly operates through officers appointed or elected pursuant to the terms of a written operating agreement, such document must be executed by at least two duly elected or appointed officers, as follows: the chairman of the board, the president or any vice president, and any secretary, assistant secretary, the chief financial officer or any assistant treasurer; Page 5 Rev.NAT8/20/13 Order No. 54606-1361198-15 (ii) If the limited liability company properly operates through a manager or managers identified in the articles of organization and/or duly elected pursuant to the terms of a written operating agreement, such document must be executed by at least two such managers or by one manager if the limited liability company properly operates with the existence of only one manager. e. Other requirements which the Company may impose following its review of the material required herein and other information which the Company may require. ********** END OF REPORT********** Page 6 Rev.NAT 8/20/13 Order No. 54606-1361198-15 * * * * * NOTES * * * * * 1. Notice of change in ownership recording procedure Effective July 1, 1985 pursuant to state law as amended January 1, 2011 (Section 480.3 of the Revenue and Taxation Code), all Deeds and other Documents that reflect a change in ownership must be accompanied by a Preliminary Change of Ownership Report to be completed by the transferee. If this special report is not presented at the time of recording, an additional recording fee of $20.00, as required by law,will be charged. Preliminary Change in Ownership forms, instructions on how to complete them, and a non- exclusive list of documents that are affected by this change, are available from the County Recorder's Office or the Office of the County Assessor. 2. GOOD FUNDS LAW Under Section 12413.1 of the California Insurance Code, North American Title Company, Inc. may only make funds available for disbursement in accordance with the following rules: Same day availability. Disbursement on the date of deposit is allowed only when funds are deposited to North American Title Company, Inc. by Cash or Electronic Transfer(Wire). Cash will be accepted only under special circumstances and upon approval by management. Next business day availability. If funds are deposited to North American Title Company, Inc. by cashier's checks, certified checks or teller's checks, disbursement may be on the next business day following deposit. A"teller's check"is one drawn by an insured financial institution against another insured financial institution (e.g., a savings and loan funding with a check drawn against a FDIC insured bank). Second business day availability. If the deposit is made by checks other than those described in paragraphs 1 and 2 above, disbursement may occur on the day when funds must be made available to depositors under Federal Reserve Regulation CC. In most cases,these checks will be available on the second business day following deposit. (For further details, consult California Insurance Code Section 12413, et seq. and Regulation CC). These are the minimum periods before funds will be made available. North American Title Company, Inc. is not obligated to disburse funds at the expiration of the time periods above, and expressly reserves the right to require additional time before disbursing on deposited funds. Close of escrow and final disbursement will not be made based on deposits in the form of personal checks, corporate checks, credit union checks, money market checks, travelers checks and official checks until confirmation of final clearance of the funds. North American Title Company will not be responsible for accruals of interest or other charges resulting from compliance with the disbursement restrictions imposed by state law. Page 7 Rev.NAT 8/20/13 Order No. 54606-1361198-15 For Your Information, Our Wire Instructions Are: Wire To: Credit the Account of: Comerica Bank North American Title Company, Inc. 2321 Rosecrans Ave, Ste 5000 Bank Account No.: 1893546067 ABA No.: 121137522 El Segundo, CA 90245 Escrow No. 54606-1361198-15 North American Title Company,Inc.,will not accept funds in the form of ACH transfer ACH = Automatic Clearing House Be sure to reference our order number 54606-1361198-15. Should this office be required to wire funds out at close of escrow, please be informed that wiring instructions should be received as soon as possible, but no later than the following times. Wires outside the State of California: 11:00 A.M. ON DATE OF WIRE Wires within the State of California: 12:00 P.M. ON DATE OF WIRE Effective January 1, 1991 A service charge of$25.00 will be assessed for all funds disbursed by this Company by wire. 3. North American Title Company, Inc.'s charges for recording the transaction documents include charges for services performed by North American Title Company, Inc., in addition to an estimate of payments to be made to governmental agencies. 4. Note: The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than the certain dollar amount set forth in any applicable arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. If you desire to review the terms of the policy, including any arbitration clause that may be included, contact the office that issued this Commitment or Report to obtain a sample of the policy jacket for the policy that is to be issued in connection with your transaction. 5. The map attached, if any, may or may not be a survey of the land depicted hereon. North American Title Company expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any,to which this map is attached. Page 8 Rev.NAT 8/20/13 Order No. 54606-1361198-15 NORTH AMERICAN TITLE COMPANY 6612 Owens Drive, Suite 100, Pleasanton, CA 94588 (925)847-9570 Fax: (925)847-0663 Email: nocal.pleasantonstoneridge@nat.com Closing Protection Letters can be ordered directly by ema_iling cacpl@nat.com with your title order number and property address. Attention: Your Ref: Our Order No.: 54606-1361198-15 LENDERS SUPPLEMENTAL REPORT Dated as of May 6, 2015 AT 7:30 A.M. Title Officer: Janet Merritt The above numbered report(including any supplements or amendments thereto) is hereby modified and/or supplemented in order to reflect the following additional items relating to the issuance of an American Land Title Association loan form policy of Title Insurance: Our ALTA Loan Policy, when issued,will contain Endorsement Nos. 100 and 116. There is located on said land a Vacant Land Known as: 2295 and 2305 South Winchester Blvd City of Campbell County of Santa Clara State of California. According to the public records,there has been no conveyance of the land within a period of twenty-four months prior to the date of this report, except as follows: A document recorded September 18, 2014 as Instrument No. 22710802 of Official Records. From: Lexmar Development, LLC, a California limited liability company To: SREA, Inc., a California corporation A document recorded September 18, 2014 as Instrument No. 22710803 of Official Records. From: SREA, Inc., a California corporation To: Gabilan Street, LLC, a California limited liability company Page 9 Rev.NAT 8/20/13 Order No. 54606-1361198-15 Rev.03/2014 WHAT DOES NORTH AMERICAN TITLE GROUP, INC. FAMILY OF COMPANIES DO WITH YOUR PERSONAL INFORMATION? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some, but not all, sharing. Federal law also requires us to tell you how we collect,share, and protect your personal information. Please read this notice carefully to understand what we do. The types of personal information we collect and share depend on the product or service you have with us. This information can include: • Social Security number and income • transaction history and payment history • purchase history and account balances When you are no longerour customer,we continue to share your information as described in this notice. All financial companies need to share customers'personal information to run their everyday business. In the section below,we list the reasons financial companies can share their customers'personal information; the reasons North American Title Group,Inc. Family of Companies("NATG')choose to share; and whether you can limit this sharing. asons we can share your personal information Does NATG share! Can you'limit this sharing?— ke For our everyday business purposes— Yes No such as to process your transactions, maintain your account(s), respond to court orders and legal investigations, or report to credit bureaus For our marketing purposes— Yes No to offer our products and services to you For joint marketing with other financial No We don't share companies For our affiliates'everyday business purposes— Yes No information about your transactions and experiences For our affiliates'everyday business purposes— No We don't share information about your creditworthiness For our affiliates to market to you No We don't share For nonaffiliates to market to you No We don't share • - . Call 1 (888)444-7766, extension 6585 Page 10 Rev.NAT 8/20/13 Order No. 54606-1361198-15 Who we are Who is providing this notice? The North American Title Group, Inc. Family of Companies(identified below), such as home owners insurance and home mortgage companies. 'What we . . How does NATG protect my To protect your personal information from unauthorized access and use,we use security personal information? measures that comply with federal law. These measures include computer safeguards and secured files and buildings. How does NATG collect my We collect your personal information,for example, when you personal information? • apply for financing or provide employment information • provide account information or show your government issued ID • give us your contact information We also collect your personal information from others, such as credit bureaus, affiliates or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only • sharing for affiliates'everyday business purposes—information about your creditworthiness • affiliates from using your information to market to you • sharing for nonaffiliates to market to you tefinitions Companies related by common ownership or control. They can be financial and nonfinancial companies. • Our affiliates include the companies listed below. Nonaffiliates Companies not related by common ownership or control. They can be financial and nonfinancial companies. • Nonalfiliates we share with can include collection agencies,ITservice providers, companies that perform marketing services on our or their own behalf, consumer reporting agencies, and others: • NATG does not share with nonafffliates so they can market to you. ]oint marketing A formal agreement between nonaffiliated financial companies that together market financial products or services to you. • NATG doesn't jointly market. Our Affiliates.The North American Title Group, Inc. Family of Companies is: North American Title Company North American Abstract Agency North American Title Insurance Company NASSA, LLC North American Title Alliance, LLC North American Title, LLC North American Title Florida Alliance, LLC North American Advantage Insurance Services, LLC North American Services, LLC North American National Title Solutions, LLC North American Title Agency North American Exchange Company Page 11 Rev.NAT 8/20/13 Order No. 54606-1361198-15 CLTA Preliminary Report Form-Exhibit A(06-05-14) CLTA STANDARD COVERAGE POLICY-1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attomeys'fees or expenses which arise by reason of: I. (a) Any law,ordinance or governmental regulation(including but not limited to building or zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating(i)the occupancy,use,or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien,or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a) whether or not recorded in the public records at Date of Policy,but created,suffered,assumed or agreed to by the insured claimant; (b) not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy;or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy,or the inability or failure of any subsequent owner of the indebtedness,to comply with the applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage,or claim thereof,which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim,which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender,by reason of the operation of federal bankruptcy,state insolvency or similar creditors'rights laws. EXCEPTIONS FROM COVERAGE-SCHEDULE B,PART I This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)which arise by reason of: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Any facts,rights,interests,or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements,liens or encumbrances,or claims thereof,not shown by the public records. 4. Discrepancies,conflicts in boundary lines,shortage in area,encroachments,or any other facts which a correct survey would disclose,and which are not shown by the public records. 5. (a) Unpatented mining claims; (b)reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c)water rights,claims or title to water,whether or not the matters excepted under(a),(b)or(c)are shown by the public records. 6. Any lien or right to a lien for services,labor or material not shown by the public records. CLTAIALTA HOMEOWNER'S POLICY OF TITLE INSURANCE(12-02-13) EXCLUSIONS In addition to the Exceptions in Schedule B,You are not insured against loss,costs,attorneys'fees,and expenses resulting from: I. Governmental police power,and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; C. land use; d. improvements on the Land; C. land division;and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a.,14,15,16,18,19,20,23 or 27. 2. The failure of Your existing structures,or any part of them,to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are created,allowed,or agreed to by You,whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date,but not to Us,unless they are recorded in the Public Records at the Policy Date; C. that result in no loss to You;or d. that first occur after the Policy Date-this does not limit the coverage described in Covered Risk 7,8.e.,25,26,27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A;and b. in streets,alleys,or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 1 I or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy,state insolvency,or similar creditors' rights laws. 8. Contamination,explosion,fire,flooding,vibration,fracturing,earthquake,or subsidence. 9. Negligence by a person or an Entity exercising a right to extract or develop minerals,water,or any other substances. LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owners Coverage Statement as follows: I For Covered Risk 16,18,19,and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. The deductible amounts and maximum dollar limits shown on Schedule A are as follows: Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 16: 1%of Policy Amount Shown in Schedule A or$2,500 $10,000 (whichever is less) Covered Risk 18: 1%of Policy Amount Shown in Schedule A or$5,000 S 10,000 (whichever is less) Covered Risk 19: 1%of Policy Amount Shown in Schedule A or$5,000 25,000 (whichever is less) Covered Risk 21: I%of Policy Amount Shown in Schedule A or$2,500 5,000 (whichever is less) Page 12 Rev.NAT 8/20/13 Order No. 54606-1361198-15 2006 ALTA LOAN POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion I(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power.This Exclusion I(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11,13,or 14);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenfotceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction creating the lien of the Insured Mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 13(b)of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk I I(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE [Except as provided in Schedule B-Part 11,[t[or T]this policy does not insure against loss or damage,and the Company will not pay costs,attorneys'fees or expenses,that arise by reason of: [PART I [The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b)proceedings by a public agency that may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts,rights,interests,or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession ofthe Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof;(c)water rights,claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the Public Records.] PART 11 In addition to the matters set forth in Part I of this Schedule,the Title is subject to the following matters,and the Company insures against loss or damage sustained in the event that they are not subordinate to the lien of the Insured Mortgage:] 2006 ALTA OWNER'S POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: I. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion l(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 9 and 10);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction vesting the Title as shown in Schedule A,is (a) a fraudulent conveyance or fraudulent transfer;or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: Page 13 Rev.NAT 8/20/13 Order No. 54606-1361198-15 EXCEPTIONS FROM COVERAGE [This policy does not insure against loss or damage,and the Company will not pay costs,attorneys'fees or expenses, that arise by reason of The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b)proceedings by a public agency that may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts,rights,interests,or claims that are not shown in the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession ofthe Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and that are not shown by the Public Records. 5. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof;(c)water rights,claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the Public Records. 7. [Variable exceptions such as taxes,easements,CC&R's,etc.shown here.] ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY(12-02-13) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attomeys'fees or expenses which arise by reason of 1. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion I(a)does not modify or limit the coverage provided under Covered Risk 5,6,13(c),13(d),14 or 16. (b) Any governmental police power. This Exclusion l(b)does not modify or limit the coverage provided under Covered Risk 5,6,13(c),13(d),14 or 16. 2. Rights of eminent domain.This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11,16,17,18,19,20,21,22,23, 24,27 or 28);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury,or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26. 6. Any claim of invalidity,unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy.This Exclusion does not modify or limit the coverage provided in Covered Risk 11. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy.This Exclusion does not modify or limit the coverage provided in Covered Risk I I(b)or 25. 8. The failure of the residential structure,or any portion of it,to have been constructed before,on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6. 9. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction creating the lien of the Insured Mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 27(b)of this policy. 10. Contamination,explosion,fire,flooding,vibration,fracturing,earthquake,or subsidence. 11. Negligence by a person or an Entity exercising a right to extract or develop minerals,water,or any other substances. Page 14 Rev.NAT 8/20/13 Order No. 54606-1361198-15 z N CD uFF[tt OF CU[INTY ASS;E SS OR SANtA CLARA coulitY, CALIFORNIA TT6001! 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Al I E 13Ei1 I Z'iiJ 76fT 7vlY �S.S2 :^P.SS ! iG':.:a` .5 i .___b_ra_ Cp P.M 362-aa-41 TRACT W 979 - E.R atcNUM Musa-UNIT I472 AVE,- 3 d p 3S IAAn¢a E s oxe-aso} (D Z o 114,IEa T.Cads�UUTT Cx or»R 9 Y miu"miI z O Ln "A 01 O� W 01 90 Ll r CITY OF CAMPBELL Print Form DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 70 North First Street,Campbell,CA 95008 Ph. (408)866-2150;Fx.(408)376-0958 CHECKLIST FOR STREET IMPROVEMENT PLANS APPLICATION NO(S): ADDRESS: 2295&2305 S.WINCHESTER BOULEVARD Instructions: This checklist provides advance notification to applicants of the City of Campbell's final street improvement plans and submittal requirements. Using this checklist will expedite your applicaiton through the City's review process. Prior to submitting a final street improvement plan list to the City Engineer,please place an"X"in the space to the right of each item below to indicate you have complied with,or place"N/A"to indicate that the particular item doesn not apply. Review applicable sections,which are referenced in parentheses,before checking off each item. SEAL AND SIGNATURE OF ENGINEER OF WORK I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH ,AND COMPLETION OF THIS CHECKLIST,AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSION CODE,AND THAT TH ESIGN I C SI ENT WITH CURRENT STANDARDS. Qp,OFESS/pNq Signature Date Printed Name: MARK KNUDSEN ,�? Z m -- - - -- ---- --- -- c ?5828 RCE#: 75828 Expiration Date: (0�7J0/�� 9lF CA1-�F��` ITEMS COMPLY NOT APPLY CITY COMMENTS I. GENERAL 1. City standard off-site title sheet with applicable notes. �X OK 2. 24"X36"sheet size used,including City Standard OK borders and Blueprint for a Clean Bay Plan Sheet. OK 3. Title Block/Scale/North Arrow Shown. 4. Plans capable of microfilm reproductions-minimum r' OK 1/8 inch lettering. 5. Engineer's name,number,expiration date and OK signature included on all sheets. 6. Vicinity Map shown(must be microfilmable). r OK 7. Sheet Index and kep map included for 3 or more r! OK F— N/A sheets. 8. Limits of Public Works inspection clearly shown OK on plan,typical section,and bond estimate. �X 9. Street Light locations/legend/Electric Service r, OK F N/A Connection Location shown. 10. Elevation tied to City benchmark. OK Reference City benchmark. ' Page 1 of 6 COMPLY NOT APPLY CITY COMMENTS 11. Curb grade plans prepared by Public Works have been incorporated into improvment plans and OK [>7� N/A verified as adequate. 12. Curb grade plans prepared by Engineer for review by Public Works and cross-sections @ 50'max.intervals FX— OK r N/A along road frontage and extending 150'min. beyond limits of work. Profile line,centerline,&EP 13. Signing and striping plan plus existing striping F OK r N/A included in improvement plans. —_ - 14. Development No.(SUB,MS,LUP,DP)shown on each F-, OK N/A sheet. 15. Verification and land rights for off-tract work(title r OK r N/A report,recorded easement,etc.) 16. Permits required from other agencies(Fish&Game F; OK r N/A CalTrans,Army Corps of Engrs,Flood Control,etc.) 17. Right of entry submitted for review for all off-tract [-; OK r N/A work. 18. Landscaping within the public right-of-way r� OK r N/A included in improvement plans. 19. Fence required along water district canals. r OK r N/A II. ROADS A. TYPICAL SECTIONS 1. Street cross-section shown at 50'intervals maximum(closer intervals may be necessary per r' OK r, N/A the City Engineer). Cross sections slopes shown. 2. Structural pavement design calculations submitted (per Caltrans Highway Design Manual)and r OK r N/A correspond to plans. 3. Sidewalk,curb and gutter indicated with details OK N/A included on plans. r 4. Right-of-Way and street width dimensions shown. OK 5. 2:1 max.cut/fill slopes shown beginning at R/W r—; OK r N/A lines-Soils Report verifying exceptions. 6. Crown Slope indicated. f7, OK r N/A 7. Pedestrian or bike paths shown. r OK F7 N/A 8. Pavement Design Chart shown with T.I. and R-values r' OK r' N/A for review. Page 2of6 B. PLAN VIEWS COMPLY NOT APPLY CITY COMMENTS 1. Radius of curvature shown on all curves. OK r N/A 2. 20'curb return radii shown for major thoroughfares r` OK r N/A and industrial streets. 3. 24'min.curb opening for private road intersection. OK r"; N/A 4. Horizontal curves and sight distance designed per Highway Design Manual. F— OK r N/A 5. Cul-de-sac radii(35'min.)shown. F7 OK r N/A 6. Private road turnarounds shown. OK N/A 7. R/W and street width dimension shown. OK r; N/A r 8. Centerline stationing shown at 50'intervals. OK OK 9. Curve info provided in table format(i.e.BC/EC station,offset,radius,and delta). r OK r N/A OK F— N/A 10. Lot/parcel lines and numbers/letters indicated. 11. Valley gutters indicated. Flag flow line elevations at quarter points on curb returns and valley gutter OK N/A centerline. � 12. Stationing and offsets of all drainage structures OK N/A shown. 13. TC/RIM elevations at all drain structures w/invert and OK N/A FL elevations shown. (Invert and FL elevations may be shown on profile if preferred. If profile is not on same sheet as plan view,TC/RIM,invert,and FL elevations must be shown on plan and profile.) 14. Drainage easements shown and dimensioned. OK F7 N/A 15. Location of underground pipes and utilities shown for laterals and main lines(i.e.sanitary sewer,gas, OK �; N/A water,etc.). 16. Street monuments shown. r OK N/A 17. Off-tract slope easement shown,with x-sections, r-; OK r N/A topo and offer of dedication for slope easement submitted for review. 18. Pedestrian Paths shown. Basic grade shown. OK (— N/A 19. Wheelchair ramps shown at returns with details. r OK r' N/A C. PROFILES 1. Vertical curves designed for proper speeds per OK N/A Highway Design Manual. r r 2. Minimum vertical curve lengths observed. f7 OK r N/A 3. Curb returns and cul-de-sac profiles shown(high r OK r N/A and or low points indicated when vertical curve is used. Page 3 of 6 COMPLY NOT APPLY CITY COMMENTS 4. Vertical curve used for grade breaks greater than 2%. (3%on sag curves). OK �; N/A 5. 6%maximum gradient observed @ intersecting streets.� OK r N/A 6. 6%maximum grade observed across intersections. OK N/A r 7. 1%minimum grade observed on all streets. [ OK r N/A 8. Maximum street grades per ordinance. C! OK N/A 9. Underground pipes and utilities shown. OK (� N/A 10. Existing ground at centerline shown. Where F- OK rj N/A topography is steep,existing ground left and right of centerline has been shown. 11. Finish grade profile for centerline and for top of curb OK N/A shown(left&right)if special grades required. 12. Cul-de-sacs all have 1%to 4%cross slope between OK N/A gutter lip and high point. 13. Super elevation grades shown where required by r; OK N/A Highway Design Manual. 14. Back of curb flow diverters indicated on proposed county streets with grades over 5%when no sidewalk ❑ OK FF N/A installed. 15. Centerline profiles of intersecting streets shown to their point of intersection. (Showing curb return or r! OK _X N/A other profiles in lieu of the centerline profile is not an adequate or correct representation.) 16. Off-tract profile to catch point shown where road is OK N/A constructed to subdivision boundary. 17. Centerline stations and elevations shown @ 50' C OK rj N/A minimum intervals and @ all BVC,EVC,PIVC,and grade breaks. 18. Profile slopes indicated. OK N/A III. DRAINAGE A. HYDROLOGY-HYDRAULICS 1. Contours shown for 100 feet+beyond property. ri OK r N/A 2. 100 year water surface calculations completed when natural watercourse or drainage facility flows through [-.,' OK r N/A or adjacent to subdivision or the property lies within flood hazards or flood prone area and water surface shown on plans. 3. EGL,HGL,F1,E1,Q,A,S,V,freeboard at structures, �— OK r N/A structure losses,tailwater assumptions,super or subcritical flow all indicated. 4. Adequacy of in-tract drainage system verified. � OK r N/A 5. All starting water surface calculations adequately verified. (When computing beginning water surface in r OK r, N/A natural watercourse and no obvious point of control is available,begin 500'downstream and work up to point in question.) Page 4 of 6 COMPLY NOT APPLY CITY COMMENTS 6. Adequacy of off-tract drainage system verified. r OK N/A B. EASEMENTS 1. Easements shown on map are shown on plans. OK N/A 2. Off-tract drainage improvements(plan and profile) OK ; N/A and accompanying easements shown. Off-tract offers of dedication for drainage easement submitted for review. 3. Off-tract work to be done but no easement OK N/A requirements. Right of entry submitted for review. 4. Easement widths indicated for(a)closed conduits, (b)open channels. rj OK r N/A 5. Sufficient X-sections submitted to verify easement width and Development rights for open channels. rl OK N/A 6. Access and ingress easements shown,graded to be E OK N/A useable. 7. Minimum 12'ingress easement to public way provided to all access easements. r OK r N/A 8. Minimum 40'centerline radius for access easements shown. r OK N/A r 9. Structure setback line indicated and location verified with X-sections for unimproved channel. ❑ OK N/A 10. Fences shown as required where street crosses ❑ OK r N/A watercourse or drainage structure. 11. Fences shown as required at outside boundaries of OK N/A open lined channel easements and water district canals. r C. STRUCTURES 1. Inlet detail shown for new inlet installation. rl OK N/A 2. Inlet depths without manhole bases and max.dia. OK r N/A Pipes through inlets observed. Type A 6' CC 3011 36"front 30"side Type B 12' CC3012 36"front 30"side Type C 4' CC3013 36"front 24"side Type D 6' CC3016 36"front 24"side Type E 4' CC3017 36"front 24"side C 3. Max.diameter pipes through manholes observed. OK r. N/A Type] 24" CC 3020 Type II 42" CC 3021 Type III 60" CC 3022 4. 1.25"minimum freeboard in inlets and manholes. rl OK f N/A 5. HGL shown in all structure profiles. r!, OK N/A 6. Structure type indicated on plan or on structure list r OK N/A on same plan sheet. Page 5 of 6 COMPLY NOT APPLY CITY COMMENTS D. PIPES 1. Closed conduit minimum slope of 0.005 observed. r, OK r N/A 2. Natural watercourses are placed in closed conduits for flows less than 80 cfs. OK r N/A 3. Storm drain calculations submitted and correspond ri OK r N/A with plans. 4. Water directed into inlet does not reverse the OK N/A direction of flow. 5. Minimum centerline radii of pipe checked. Beveled RCP lengths specified(bevel one or both r OK r. N/A ends)and stationing of EC and BC indicated. 6. Outlet protection for closed conduits or lined r OK r N/A channels provided. 7. 2'minimum cover over pipe observed(provided r OK r N/A manufacturer specs does not require more)unless special design and calcs. 8. Design Q shown on pipe profile. r', OK N/A 9. Minimum cleansing velocity of 2 FPS with half r' OK r— N/A design flow observed. r OK N/A 10. 18"minimum pipe size. E. CHANNELS 1. Maximum velocity in earth channel verified by soils report-minimum velocity 3 FPS. OK r. N/A 2. Improved earth channel side slopes shown to be 2:1 or less steep as specified by soils report. OK r N/A 3. Lined channel side slopes as specified by soils r OK r N/A report. 4. Areas noted to be cleared of structures,trees, �— OK r N/A brush,and debris within natural channel and watercourses. J:Reina\Website\Land Dev Forms\Checklist for Street Improvement Plans STATIC form2.pdf Page 6 of 6 L CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: cj US For File No(s): Site Address: S6 Win(kSkr BLVA ENC. No. ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRUMON QTY UNIT <$250 K >S250 K $AMOUNT I.DEMOLITION/CLEARING I. CLEARING&GRUBBING 3. LS $2,000.00 $1,500.00 ��o0o 2. SAWCUT P.C.C./A.C.(UP TO 6") 330 LF $6.10 $4.10 0 I3 3. P.C.C.REMOVAL SF $4.00 $3.00 w,UO 4. CURB AND GUTTER REMOVAL 310 LF $7.05 $3.45 5. MEDIAN REMOVAL SF $5.25 $2.65 6. DEMOLISH EXISTING INLET/PLUG RCP'S EA $1,800.00 $1,200.00 II.STORM DRAINAGE I. 12"R.C.P.(CLASS V) 2190 LF $210.00 $180.00 51j/W 2. 15"R.C.P.(CLASS III) LF $225.00 $195.00 3. 18"R.C.P.(CLASS III) LF $240.00 $210.00 4. 24"R.C.P.(CLASS III) LF $260.00 $240.00 5. 30"R.C.P.(CLASS III) LF $280.00 $260.00 6. T.V.INSPECTION(12") LF $1.25 $0.80 7. STD.DRAINAGE INLET(C.C.DETAIL 5) EA $2,800.00 $2,300.00 8. FLAT GRATE INLET(C.C.DETAIL 6) EA $1,620.00 $1,275600 9. STD MANHOLE(C.S.J.DETAIL D-11) Lt EA $5,000.00 $4,000.00 20)DUo 10. STD MANHOLE(C.S.J.DETAIL D-12) EA $6,500.00 $6,000.00 11. BREAK AND ENTER M.H./D.I. EA $1,000.00 $835.00 III.CONCRETE IMPROVEMENTS 1. SIDEWALK 2_77-7 SF $12.00 $8.00 /57L4 2. DRIVEWAY APPROACH SF $14.00 $10.00 3. CURB AND GUTTER 330 LF $45.00 $35.00 4. VALLEY GUTTER SF $20.00 $15.00 5. CURB RAMP EA $1,800.00 $1,500.00 1,(boo 6. TYPE B-1 CURB LF $34.00 $29.00 7. TYPE AI-B3CURB LF $20.00 $17.00 8. COBBLESTONE MEDIAN SURFACE SF $20.00 $15.00 9. P.C.C.DRIVEWAY CONFORM SF $8.20 $6.30 10. A.C.DRIVEWAY CONFORM SF $5.25 $4.40 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 1 of 4 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3108 ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: For File No(s): Site Address: ENC. No. ITEM UNIT PRICES FOR PROTECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >S250 K $AMOUNT IV.PAVEMENT 1. ASPHALT DIGOUT AND REPLACE CF $5.80 $4.10 2. PAVEMENT WEDGE CUT(6) LF $5.00 $2.65 3. PAVEMENT GRINDING 30Ab4 SF $0.95 $0.63 3;7L34ebb 4. PAVEMENT FABRIC(PETROTECH) SY $2.30 $2.10 5. ASPHALT CONCRETE(TYPE A) jL' T $210.00 $150.00 11,340 6. AGGREGATE BASE(CLASS 2) T $80.00 $40.00 7. SLURRY SEAL(TYPE II) 330 SF $0.25 $0.20 �Z.SIi 8 AC REMOVAUOFFHAUUDISPOSAL CF $14.00 $12.00 V.TRAFFIC SIGNALS/LIGHTS 1. DETECTOR LOOP(6'ROUND) EA $520.00 $347.00 2. DETECTOR LOOP(6'x 30') EA $752.50 $626.25 3. DETECTOR LOOP(6'x 50) EA $1,042.00 $868.30 4. ELECTROLIER EA $4,000.00 $3,500.00 5. 1 1/2"RIGID CONDUIT LF $10.40 $8.20 6. 2"RIGID TRAFFIC SIGNAL CONDUIT LF $19.70 $15.05 7. CONDUCTOR LF $0.85 $0.65 8. PULL BOX(NO.3 I/2) EA $347.00 $278.00 9. TRAFFIC SIGNAL PULL BOX(NO.5) EA $463.00 $405.25 10. PULL ROPE LF $0.57 $0.57 VI.STRIPING AND SIGNS I. REMOVE PVMT.MARKINGS(PAINT) SF $2.65 $1.60 2. REMOVE PVMT.MARKINGS(THERMO) SF $3.70 $3.40 3. REMOVE PVMT STRIPING LF $1.50 $1.00 4. STRIPING DETAIL 9 LF $3.00 $2.00 5. STRIPING DETAIL 22 rAA i.A LF $3.00 $2.00 150.00 6. STRIPING DETAIL 29 LF $4.00 $3.00 7. STRIPING DETAIL 32 LF $4.00 $3.00 8. STRIPING DETAIL 37(THERMO) SF $5.00 $3.50 9. STRIPING DETAIL 38(THERMO) SF $5.00 $3.50 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 2 of 4 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 ENGINEER'S ESTIMATE FOR r LAND DEVELOPMENT PROJECTS Date: For File No(s): Site Address: ENC. No. ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT 10. STRIPING DETAIL 39 10 LF $5.00 $3.00 SQe 10 11. LIMIT LINE w LF $6.00 $4.50 lzo-oO 12. CROSSWALK,12"WHITE 78 LF $6.00 $4.50 if(®cb.w 13. PAVEMENT MARKINGS(PAINT) SF $3.25 $2.50 14. PAVEMENT MARKINGS(THERMO) SF $6.60 $5.05 15. PAVEMENT MARKER(NON-REFL.) EA $5.20 $3.50 16. PAVEMENT MARKER(REFLECTIVE) (U EA $6.95 $4.75 1+130 17. TYPE K MARKER EA $109.50 $92.50 18. TYPE N MARKER EA $109.50 $92.50 19. SALVAGE ROAD SIGN L+ EA $99.00 $87.35 3q10100 20. RELOCATE ROAD SIGN(W81 ON NEW POST) EA $115.75 $99.00 21. INST.RD.SIGN ON EXIST.POLE EA $231.55 $168.50 22. ROAD SIGN WITH POST EA $347.30 $277.85 23. INSTALL 1226S SIGN ATM POST EA $350.00 $252.60 24. STANDARD BARRICADE LF $19.50 $15.75 VII.LANDSCAPING I. IRRIGATION,PLANTING WORK SF $8.00 $7.35 2. PRUNE TREE ROOTS EA $147.35 $115.75 3. TREE REMOVAL EA $684.10 $526.25 UK@ 4. ROOT BARRIER(12") LF $21.05 $10.50 5. ROOT BARRIER(18") LF $26.30 $15.80 6. STREET TREE 7 EA $447.30 $342.05 '6 1 7. STREET TREE(36"BOX) EA $710.40 $589.40 8. TOP SOIL BACKFILL CY $26.30 $22.60 9. IRRIGATION LS $1,368.25 $710.40 VIII.MISCELLANEOUS 1. PEDESTRIAN BARRIER LF $86.85 $69.45 2. CHAIN LINK FENCE(6') LF $17.35 $13.70 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 3 of 4 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: For File No(s): Site Address: ENC. No. ITEM UNIT PRICES FOR PROJECT AMOUNT No. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT 3. RAISE MISC.BOX TO GRADE EA $315.75 $210.50 4. RAISE MANHOLE TO GRADE EA $421.00 $364.45 5. INSTALL MONUMENT BOX EA $1,500.00 $900.00 6. MEDIAN BACKFILL CY $22.10 $19.70 SUBTOTAL PREPARED BY: 10%n MOBILIZATION,CONSTRUCTION TRAFFIC CONTROL/PHASING, REVIEWED BY: CONSTRUCTION STAKING, CONSTRUCTION TESTING llipjb APPROVED BY: 10%CONTINGENCY 10%SECURITY ENFORCEMENT TOTAL FAITHFUL PERFORMANCE SECURITY USE THIS AMOUNT FOR SECURITY J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 4 of 4 Cq jv� r?CHAXn CITY OF CAMPBELL Community Development Department July 23, 2014 SREA Inc. Attn: Jeff Warmoth P.O. Box 1001 r Los Altos, CA 94023 Re: File No: PLN2014-140:143 Address: 2295 - 2305 S. Winchester Boulevard Application: Planned Development Permit, Zoning Map Amendment, Tentative Map, and Tree Removal Permit Status: Incomplete Dear Mr. Warmoth, Thank you for your July 2, 2014 resubmittal of project materials for the above referenced application. Based on a review of the revised materials, your application remains incomplete. The following additional information and revisions to the project plans are needed in order to continue processing this application. ADDITIONAL MATERIALS 1. Affordable Housing Plan: An application for a density bonus, incentive, concession, waiver, modification, or revised parking standard pursuant to Campbell Municipal Code (CMC) Chapter 21.20 (enclosed) must include an "Affordable Housing Plan" that includes the information specified in CMC Sec. 21.20.130. PLAN REVISIONS 1. Building Height: The building height of 47-feet, 6-inches, as indicated on 'Section A' on Sheet A-6 exceeds the maximum height specified by the Winchester Boulevard Master Plan (45-feet). Reduce the height accordingly. 2. Redundant Sheets: Remove Tentative Map Sheets 2 through 5, as they provide the redundant information that is provided in other architectural and civil sheets. 70 North First Street Campbell, California 95008-1436 TEL 408.866.2140 FAx 408.871.5140 TM 408.866.2790 C;i00%RECYCLED PAPER , PLN2014-140:143 —2295 - 23C Winchester Blvd. Page 2 of 3 3. Parking Configuration: On all applicable sheets (e.g., Site Plan, Grading and Drainage, etc.)the following revisions are required: a. Relocate the "clear air vehicle" parking space to the uncovered (retail) parking field (this is a non-residential California Green Building Code standard). b. Relocate the bicycle parking area to provide all 26 residential parking spaces within the enclosed area. DEPARTMENTAL REVIEW For your reference, the Public Works Department has provided the enclosed recommended conditions of approval pertaining to off-site public improvements, on-site grading, and storm water management. Note that a bulb-out at the El Caminito Avenue corner will not be required. Please revise the project plans as necessary to remove depiction of the bulb-out. ENVIRONMENTAL (CEQA) REVIEW The following materials required for environmental review under the California Environmental Quality Act(CEQA) remain outstanding: ■Traffic: A Traffic Impact Analysis will be conducted by a traffic engineering firm contracted by the City for an amount not to exceed $11,000. Please provide a remittance in this amount (referenced enclosed invoice). ■Photometric Plan: Provide a photometric plan, including lighting details ("cut-sheets"), indicating compliance with the Lighting Design Standards (CMC 21.18.090) ■Acoustic Analysis: Provide an acoustic analysis documenting compliance with the Residential Noise Standard (CMC 21.16.070.E). ■Air Quality/GHG Anal: Provide an air quality analysis reviewing potential air quality impacts and identifying necessary mitigation measures pursuant to the 1999 BAAQMD CEQA Guidelines (http://www.baagmd.gov/—/media/Files/Planning%20and%2OReseareh /Plans/CEQA% 20Guide/cega guide.ashx). The report shall also address greenhouse gas emissions based on the technical advisory of the Governor's Office of Planning and Research (OPR), CEQA and Climate Change: Addressing Climate Change through California Environmental Quality Act (CEQA) Review. ■Tree Survey/Arborist Report: Provide a tree survey/arborist report, indicating the number, location(s), species, size, observable health—and including photographs—of all trees to be removed. ■ "Will-Serve" Letters: Provide utility "will-serve" letters from West Valley Sanitation District, San Jose Water Company, and PG&E. If you should have any questions regarding these comments, I may be contacted at (408) 866- 2193 or by email at danielf@cityofcampbell.com. When resubmitting the project materials, please provide two 24" x 36" and two 11" x 17" (color) copies of the revised project plans. Please additionally provide the revised materials electronically on a CD (as a single PDF file). Also provide a response letter itemizing the specific revisions made and/or additional materials provided. Please note that if the revised plans are found complete, additional copies of materials will be required priorto Planning Commission public hearing. 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•E-MAIL planning@cityofcanipbell.com PLN2014-140:143 —2295 - 23( Winchester Blvd. - Page 3 of 3 S.incerel , l; ,- --- Daniel Fama Associate Planner Encl: TIA Invoice Public Works Conditions of Approval CIVIC Ch.21.20 cc: AY] Snelling, Planning Manager Doris Quai Hoi, Associate Engineer 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•E-MAIL planning@cityofcampbell.com S of•CA,y,, Fee Payment Report 0 o Application Applicant a y 1 02CH ADO. PLN2014-00144 Pentamation Account Code Date Amount Due RDE Refundable Deposit 101.550.2203 7/8/2014 DV $ 11,000.00 Total Fees: $ 11,000.00 1 Site Address 2295 - 2305 S WINCHESTER BLVD Recvd By: Page 1 of 1 7/8/2014 11:53:31AM i '- MEMORANDUM CITY OF CAMPBELL TO: Daniel Fama,Project Planner DATE: 7/23/2014 FROM: Doris C. Quai Hoi, Project Engineer SUBJECT: DRC APPLICATION Site Address: 2295&2305 S Winchester Boulevard For File No(s): PLN2014-140-144 Project Description: Planned development permit for a'zoning map amendment and tentative map for a 16 unit (condo) mixed use (retail/housing) building and 32,000 square feet of retail. COMMENTS Visit the City's website and follow the submittal requirements for Public Works once this application has received entitlement. The checklist for the various plans required for submittal can be found on the City's Website at City Services/Public Works/Engineering / Land Development / Documents, (or use this link: http://www.cityofcgmpbell'.com/206/Documents). See instructions on: 1. Checklist for Tract Maps, 2. Checklist for Grading and Drainage and 3. Checklist for Street Improvement Plans. The building permit and grading permit will not be issued until all Public Works Conditions of Approval have been satisfied. These Conditions of Approval are a supplement to the Conceptual Civil Plans C-1 to C-3 and the tentative map dated May 22, 2014 by,Kier and Wright. The plans are not approved for construction. Further plan checking by Public Works will be required post entitlement. All Completeness Comments dated June 10th, 2014 shall be reviewed and addressed in the plan ` checking process if not already done so. In addition, this project is subject to the Winchester Boulevard Master Plan City Council Approval of Master Plan _ February 17, 2009, Neighborhood Commercial Boulevard Area 2. All Public Street Improvements shall cotiform to this Plan. Bulb-outs.on El' Caminito Avenue will-.not be required because the crossing distance for tlLis side street is already minimal. Street trees have been installed along Winchester Boulevard but irrigation will need to feed off from the private property' where currently no irrigation exists for these street trees. The existing established and mature Chinese Pistasche street tree on El Caminito Avenue shall not be irrigated. Utilities shall not be installed within the root system of all the existing and new street trees. J:\L.andDev\Conditions\Ping\Winchester Blvd 2295&2305 7-23-14.doc Pagel of 8 2295 &2305 co vUinchester Boulevard PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL 1. Response Letter: Upon submittal of the Parcel Map,the Street Improvement Plans and the Grading and Drainage Plans, the applicant shall provide an itemized response letter verifying that all the Public Works Conditions of Approval have been met or addressed. 2. Parcel Map: Prior to issuance of any grading or building permits for the project, the applicant shall submit a parcel map for recordation upon approval by the City, pay various fees/deposits, and submit the map in a digital format acceptable to the City. 3. Tentative Map. The tentative map dated May 22, 2014 by Kier and Wright did not address the completeness comments#1 dated 6/10/2014. The tentative map did not show the amount of area to be dedicated to the City of Campbell along Winchester Blvd. It did not show the 5-ft public service easement contiguous on Winchester Blvd and El Caminito Avenue including the radius area was not depicted as stated in the completeness comments. There is also a 5-ft PUE south of the property line that calls out to be vacated. Provide the document that created this easement. Proof will be required from PG&E that this existing 5-ft PUE can be vacated. Show all completeness comments in the submittal plans for the Parcel Map, Street Improvement Plans and Grading and Drainage Plans. 4. Condominium Plan: Prior .to building occupancy, the applicant shall submit a Condominium Plan and submit the map in a digital format acceptable to the City. 5. Covenants Conditions and Restrictions: Provide copies of CC&Rs for review by the City prior to recordation of the parcel map and CC&Rs. Maintenance of the stormwater treatment facilities shall be part of the CC&Rs. The CC&Rs should also reference the "Covenants for the Operation and Maintenance of Stormwater Facilities" and the"Stomawater Management Plan". 6. Preliminary Title Report: Upon submittal of the parcel map, the applicant shall provide a current (within the past 3 months) Preliminary Title Report and as per the Checklist for Parcel Maps. 7. Proof of Ownership: Prior to issuance of any grading, drainage, or building permits for the site, the applicant shall provide a current Preliminary Title Report, grant deed, or other satisfactory proof of ownership. 8. Right-of-Way for Public Street Purposes: Upon recordation of the parcel map,."the applicant shall fully complete the process to cause additional right-of-way to be granted in fee for public street purposes along. the Winchester Boulevard and El Caminito Avenue frontage to accommodate 45' half street width and 30' half street.width respectively, unless otherwise approved by the City Engineer. The applicant shall J:\LandDev\Conditions\Ping\Winchester Blvd 2295&2305 7-23-14.doe Page 2 of 8 2295 &2301Winchester Boulevard submit the necessary documents for approval by the City Engineer, process the submittal with City staff s comments and fully complete the right-of-way process. The applicant_ shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 9. Public Service Easement: Upon recordation of the parcel map, the applicant shall grant a 5 ft public service easement on private property contiguous with the public right-of- way along the Winchester Boulevard and El Caminito frontages, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. The tentative map dated May 22, 2014 by Kier and Wright did not address completeness comments #1 dated 6/10/2014. 10. Demolition: Prior to recording of the parcel map the applicant shall obtain a demolition permit and remove any nonconforming structures, 11. Monumentation for Parcel Map: Prior to recordation of the parcel map, the applicant shall provide a cash deposit (100% of the monument estimate) for setting all monuments shown on the map. Monuments shall be set per section 20.76.010 of the Campbell Municipal Code including but not limited to setting permanent pipe monuments (three-fourths inch galvanized steel pipe two feet long approximately six inches below finished grade) at each boundary of all lot corners within a subdivision, along the exterior boundary lines at intervals of approximately five hundred feet and at all beginning of curves and ending of curves on property lines, and monument boxes at intersections of all street monument line tangents. 12. Soils Report: Upon submittal of the parcel map, applicant shall provide a soils report prepared by a registered geotechnical or civil engineer. 13. Grading and Drainage Plan: Prior to recordation of the parcel map,the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered grading and drainage plan, and'pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans. In addition, a plan review letter will be required of the Geotechnical engineer for the entire grading and drainage system which should include but is not limited to a review of the subsurface of the non-compacted biotreatment material that, may have potential for subsurface failure and surface failure due to vehicle loads. 14. Storm Drain Area Fee: Prior to recordation of the parcel map, the applicant shall pay. the required Storm Drain Area fee, currently set at $2,650.00 per net acre, which is $1,484.00. 15. Tree Removal(s): a. Winchester Boulevard: No street trees will be removed as part of this project. 7:\LandDev\Conditions\Pln!z\Winchester Blvd 2295&2305 7-23-14.doe Page 3 of 8 2295 & 2305 'z Winchester Boulevard Existing trees that have been installed on Winchester"Boulevard shall require irrigation connection from the private development. b. El Camintio Avenue: No street trees will be removed as part of this project. 16. Utilities: All on-site utilities shall be installed underground per Section 21-18.140 of the Campbell Municipal .Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. 17. Water Meter(s) and Sewer Cleanout(s): Existing and proposed water meter(s) and sewer cleanout(s) shall be relocated or installed on private property behind the public right-of-way line and within the designated public service easement. 18. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities.The plan shall clearly show the location and size of"all existing utilities and the associated main lines; indicate which utilities. and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. Utility locations shall not cause damage to,any existing street.trees. Where there are utility conflicts due to established tree roots or where a new tree will. be installed, alternate locations for utilities shall be explored. Include utility trench details where necessary. 19. Pavement Restoration: Based on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the`previous five years will require boring and jacking for all new utility installations. Hamilton Avenue has not been reconstructed or overlaid in the last 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities, necessary for the project. Conceptual Civil Plans C-1 to C-3 dated May 22, 2014 by Kier and.Wright will require full pavement restoration from the lip of gutter to the extents of the new storm drain system. Additionally, all.pavement work shall extend to the most distant utility trench and pavement restoration shall encompass all utility trenches creating one rectangle. 20. Street Improvement Agreements/Plans/Encroachment Permit/Fees/Deposits: Prior to recordation of the parcel map, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be prepared by a registered civil engineer, pay various fees and deposits, post security and provide insurance necessary to obtain an encroachment permit for construction of the standard public J:\LaiidDev\Conditions\Ping\Winchester Blvd 2295&2305 7-23-14.doc Page 4 of 8 2295 &23 05 S Winchester Boulevard street improvements, as required by the City Engineer. The encroachment pen-nit will be issued to a General "A" licensed contractor. The plans shall include but is not limited to the following, unless otherwise approved by the City Engineer: Winchester Boulevard: a. Show location of all existing utilities within the new and existing public right of way. b. Relocation of all existing utilities including utility boxes, covers, poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. Removal of existing driveway approaches. d. Removal of existing street section to centerline, as required by the City Engineer. e. Installation of engineered structural pavement section to centerline, as required by the City Engineer. f. Installation of irrigation to existing City Street trees. g. Installation of City standard curb, gutter, and 10-ft sidewalk contiguous along Winchester Boulevard and in accordance to the Winchester Master Plan. (Refer also to Detail 1.) (Warping of the sidewalk shall not be allowed). h. hnstallation .of new storm drain inlet and any necessary storm drain systems resulting from the hydraulic and hydrology studies. i. No bulb-outs are required. j. Installation of(N) ADA curb ramp shall be constructed. lc. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. Utility locations shall not cause damage to any existing street trees. All pavement work shall extend to the most distant utility trench and pavement restoration shall encompass all utility trenches creating one rectangle. Where there are utility conflicts due to established tree roots or where a new tree will be installed, alternate locations for utilities shall be explored. Include utility trench details where necessary. 1. Installation of existing traffic control, stripes and sighs. Salvage and reinstall .any existing signs. in. Construction of conforms to existing public and private improvements, as necessary. n. Submit final plans in a digital format acceptable to the City. o. El Caminito Avenue: a. Show location of all existing utilities within the new and existing public right of way. b. Relocation of all existing utilities including utility boxes, covers; poles, etc. outside of sidewalk area. No utility boxes, covers, etc, will be allowed in the sidewalk area. c. Removal of existing driveway approach. J:\LandDev\Conditions\Plug\Winchester Blvd 2295&2305 7-23-14.doc Page 5 of 8 2295 &2305 �s 'vdinchester Boulevard d. Removal of existing street section to centerline, as required by the City Engineer. e. Installation of one new ADA Commercial driveway approach. f. Installation of two new 24" box Keith Davey (male) Chinese Pistache street trees, irrigation and tree wells, one located west of the driveway and the other located east.of the existing street tree. The existing tree well shall be widened for the existing established/mature Chinese Pistache street tree. The existing tree well where there is currently no tree shall be shifted east. g. Trimming of the (E) established/mature Chinese Pistache street tree shall be made prior to the issuance of the grading and drainage permit. Arrangements shall be made with the City's Arborist for trimming direction and standard requirements. Root system may require trimming. The City's Arborist shall be present during the entirety of the trimming process. h. Installation of City standard curb, gutter, and 10 ft sidewalk per Detail 1. (Warping of the sidewalk shall not be allowed). . i. Installation of engineered structural pavement section to centerline, as required by the City Engineer. j.. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. Utility locations shall not cause damage to any existing street trees. All pavement work shall extend to the most distant utility trench and pavement restoration . shall encompass all utility trenches creating one rectangle. Where there are utility conflicts due to established tree roots or where a new tree will be installed, alternate locations for utilities shall be explored. Include utility trench details where necessary: k. Installation of existing traffic control, stripes and signs. L. Construction of conforms to existing public and private improvements, as necessary. in. Submit final plans in a digital format acceptable to the City. 21. Street Improvements Cohr pleted for Occupancy and Building Permit Final: The applicant shall- have the required street improvements and pavement restoration installed and accepted by the City, and the design engineer shall submit as-built drawings to the City prior to allowing occupancy and final building permit signoff for any buildings. 22. Maintenance of Landscaping: Owner(s), current and future, are required.to maintain the landscaped park strip and tree wells in the public right of way. This includes, but is not limited to: trees, lawn, plantings, irrigation, etc.. Trees shall not be pruned in a mariner that would not allow the tree to grow to a mature height:. 23. Utility Encroachrrient Permit: A utility encroachment permits for the installation of each of the utilities serving the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work. J:\LandDev\ConditionsOngMinchester Blvd 2295&2305 7-23-14.doe Page 6 of 8 2295 &2305 dVinchester Boulevard 24. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should those facilities or other work affect any public improvements, the City may add conditions to the development/project/permit, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City. 25. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements; Santa Clara Valley Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. Specifically the project must include source control, site design and treatment measures to achieve compliance with Provision C.3. of the NPDES Permit. Measures may include, but are not limited to, minimization of impervious surface area, . vegetated swales, infiltration areas, and treatment devices. The primary objectives are 'to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stonnwater Quality: A.Companion Document to Start at the Source ("Using Site Design Techniques") by BASMAA,.2003. Upon submission of the parcel map, the applicant shall calculate and submit to the City the amount of impervious surface created by the development including the types of stormwater controls to be used. The applicant shall submit preliminary sizing and design showing stormwater controls meet the City's requirements. Prior to recordation of the parcel map: a. The applicant's designer or engineer shall submit the required certification indicating that sizing, selection, and design of treatment BMP's for the project site has been completed to meet the requirements of the City of Campbell's NPDES permit,No. 01-119, Provision C.3. b. The applicant shall sign the "Covenants for the Operation and Maintenance of Stormwater Facilities" and submit a Stormwater Management Plan. Prior to occupancy: a. A qualified BMP certifier is required to inspect the stormwater management facilities, submit a complete set of as-built drawings to Public Works Engineering, and certify on these drawings that: 1. The stormwater management facilities were constructed in compliance with the approved plans. 2. The as-built drawings show all pertinent constructed dimensions, J:\LandDev\Conditions\Ping\Winchester Blvd 2295&2305 7-23-14.doc Page 7 of 8 2295 &2305 S Winchester Boulevard elevations, shapes, and materials. 3. All variations in construction fiom the approved design plan have been identified,including omissions to and additions from the approved plan. 4. Any changes are in conformance with local, state, or federal regulations. b. The applicant shall provide security for the operation and maintenance of stormwater pollution prevention measures installed or provided as a part of this project. 26. Traffic Mitigation: Prior to discretionary approval, the applicant shall provide a Transportation Irnpact Analysis report (TIA) that will include but is not limited'to the project trip generation (AM and PM peak hours and Daily), AM and PM peak hour intersection level of service analysis for Existing, Background, and Project Conditions for Winchester/Kennedy and Winchester/El Caminito, evaluation of traffic impacts on El Caminito Avenue, evaluation of on-site circulation and access, parking (demand, supply, and.City's parking code requirements), and neighborhood traffic impacts. The applicant shall satisfy any traffic mitigation measures identified in the TIA and any other requirements as noted in communications from the City's Traffic Engineer. The consultant would attend associated Planning Commission and City Council meetings. 27. Vacation of Building Setbacks and Easements: Prior to recordation of the parcel map, the applicant shall fully complete the vacation process. The applicant shall submit a vacation application for approval by the City Engineer, pay the current application processing fee, process the application with City staff s comments and fully complete the vacation and any easements. 28. Storm Water Information: On the grading plans show the amount, in square footage, of: a. Existing impervious area. b. Proposed impervious 'area. c. Proposed pervious area. J:\LandDev\Conditions\Ping\Wincliester Blvd 2295&2305 7-23-14.doc Page 8 of 8 Aunicode https://library.municocie.com/nrint.aspxzn=aatennv=i i... Campbell, California, Code of Ordinances»Title 21 ZONING»ARTICLE 3. -DEVELOPMENT AND OPERATIONAL STANDARDS»Chapter 21.20 DENSITY BONUS AND OTHER INCENTIVES FOR AFFORDABLE RESIDENTIAL UNITS, SENIOR HOUSING AND CHILDCARE FACILITIES*>> ....................................................................................................................................................................................................................................................................................................................................._.........................................__....._......................................... .......... Chapter 21.20 DENSITY BONUS AND OTHER INCENTIVES FOR AFFORDABLE RESIDENTIAL UNITS,SENIOR HOUSING AND CHILDCARE'FACILITIES* Sections: * Prior ordinance history: Ord. 2043. 21_20.010 Purpose. 21.20.020 Definitions. 21.20:030 Eligibitity_fo_r densitv._.bonuses: 21.20.040Density bon uses_for affordable and senior housing. 21.20,050 Incentives and concessions for affordable housing. 21._20.060_Dens.ity._bonus_for..la_nd_dedication. 21.20:070_Density__b.onu_s_or incentive for_childcare_.facilities.. 21 20 080 Density bonus for condominium conversions. 21.:20.090._Summary tables. 21.20.:1 OQ„Calculatio_n_of_densify,.bo.nus, 21,20.110 Standards for incentives and concessions wai_v_er or modification of development standards. 21.20._1.20 Standards for densitv.bonus residential developments_ 21.20..1.30._A_ff_ordable..housing_plan submittal;._requirements._for application_for density_bonus_and other incentives:. 21 20140 Cft rY eview of application for densis t bonuses and other incentives. 21.20.150 Developer affordable housing agreement. 21_:20,_160._Continued affordability_and_initial.occupancy, 21_20.180 Implementation and enforcement. 21.20.010 Purpose. The purposes of this chapter of the Campbell Municipal Code, Revised are: (1)to provide incentives for the production of housing for very low-income, low-income, moderate-income, and senior households; (2)to provide incentives for the creation of rental housing serving lower and moderate-income households; (3)to provide incentives for the construction of childcare facilities serving very low-, low-, and moderate-income households; and (4)to implement Sections 65915, 65915.5 and 65917 of the California Government Code as required by Government Code Section 65915(a). In enacting this chapter it is also the intent of the city of Campbell to implement the goals, objectives, and policies of the city's General Plan Housing Element,which includes a goal to encourage the provision of housing affordable to a variety of household income levels and identifies a density bonus policy as one method to encourage the development of affordable housing (Goal H-5.1 Regulatory Incentives, Program 5.1(a) Density Bonus). (Ord. 2102§ 1(part), 2008). 21.20.020 Definitions. For purposes of this chapter, the following definitions shall apply. Unless specifically defined below, words or phrases shall be interpreted as to give this chapter its most reasonable interpretation. "Affordable ownership cost" means average monthly housing costs, during the first calendar year of a household's occupancy, as determined by the city, including mortgage payments,loan issuance fees, if any, property taxes, reasonable allowances for utilities and property maintenance and repairs, homeowners insurance, and homeowners association dues, if any, which do not exceed the following: 1. For moderate-income households: one-twelfth of thirty-five percent of one hundred ten percent of of 13 7/23/2014 2:21 PM Municode nttps:uuorary.mumcoue.cuini pnu�.asNx: area median income, adjusted for assumed household size based on presumed occupancy levels of one person in a studio apartment, two persons in a one-bedroom unit, three persons in a two-bedroom unit and one additional person for each additional bedroom thereafter; 2. For lower-income households: one-twelfth of thirty percent of seventy percent of area median income, adjusted for assumed household size based on presumed occupancy levels of one person in a studio apartment,two persons in a one-bedroom unit,three persons in a two-bedroom unit and one additional person for each additional bedroom thereafter; 3. For very low-income households: one-twelfth of thirty percent of fifty percent of area median income adjusted for assumed household size based on presumed occupancy levels of one person in a studio apartment, two persons in a one-bedroom unit, three persons in a two-bedroom unit and one additional person for each additional bedroom thereafter. "Affordable rent" means monthly rent, including utilities and all fees for housing services, which does not exceed the following: 1. For lower-income households: one-twelfth of thirty percent of sixty percent of area median income, adjusted for assumed household size based on presumed occupancy levels of one person in a studio apartment, two persons in a one-bedroom unit,three persons in a two-bedroom unit, and one additional person for each additional bedroom thereafter; 2. For very low-income households: one-twelfth of thirty percent of fifty percent of area median, adjusted for assumed household size based on presumed occupancy levels of one person in a studio apartment, two persons in a one-bedroom unit,three persons in a two-bedroom unit, and one additional person for each additional bedroom thereafter. "Applicant" means a person or entity who applies for a residential project and, if the applicant does not own the property on which the residential project is proposed, also means the owner or owners of the property. "Area median income" means area median income for Santa Clara County as published pursuant to California Code of Regulations, Title 25, Section 6932, (or its successor provision). "Childcare facility" means a commercial child day care facility defined in Campbell Municipal Code, Revised Section 21.72.020 as a commercial or non-profit child day care facility not operated as a small or large child day care home and includes infant facilities, preschools, sick child facilities and school-age day care facilities. "Density bonus" means a density increase, granted pursuant to this chapter, over the otherwise allowable maximum residential density on a site. "Density bonus units" means living units granted pursuant to this chapter which exceed the otherwise allowable maximum residential density for a residential project. "Development standard" means a condition that applies to the actual construction or physical site of a residential project(as opposed to standards for entitlement processing or fees) pursuant to any ordinance, general plan element, specific plan, or other local condition, law, policy, resolution or regulation. "First approval" means the first of the following approvals to occur with respect to a residential project: building permit, planned development permit,tentative parcel map, tentative subdivision map, conditional'use permit, site and architectural review permit, or other discretionary city land use approval. "Household income" means the combined adjusted gross income for all adult persons living in a living unit as calculated for the purpose of the Section 8 Program under the United States Housing Act of 1937, as amended, or its successor. "Incentives and concessions" means regulatory concessions as listed in Sections 21.20.050 and 21.20.110. "Inclusionsry unit" means an ownership or rental living unit which is required under Chapter 21.24 to be rented at affordable rents or sold at an affordable ownership cost to specified households. "Living unit" means one or more rooms designed, occupied, or intended for occupancy as separate living of 13 7/23/2014 2:21 PM Aunicode nz<ps:nnorary.mumcouc.comipt,u�.asNx:��—«���� .��.. ... quarters with cooking, sleeping and bathroom facilities. "Lower-income household" means a household whose household income does not exceed the lower income limits applicable to Santa Clara County, as published and periodically updated by the California Department of Housing and Community Development pursuant to Section 50079.5 of the California Health and Safety Code. "Market rate unit' means a living unit, which is not a target unit or an inclusionary unit. "Maximum residential density" means the maximum number of living units permitted by the zoning ordinance on the date an application for a residential project is deemed complete.This definition is used to calculate a density bonus pursuant to this chapter. "Minor modification" means a modification that is technical in nature, as opposed to substantive or material. "Moderate-income household" means a household whose household income does not exceed the moderate income limits applicable to Santa Clara County, as published and periodically updated by the California Department of Housing and Community Development pursuant to Section 50093 of the California Health and Safety Code. "Qualifying resident" means a senior citizen or other person eligible to reside in a senior housing project. "Residential project" means any parcel map, subdivision map, conditional use permit, site and architectural review permit, building permit, or other city approval, which authorizes the construction of five or more living units. "Senior housing project" means a senior citizen residential development of thirty-five living units or more as defined in California Civil Code Section 51.3, or a mobilehome park that limits residency based on age requirements for older persons pursuant to California Civil Code Section 798.76 or 799.5. "Target units" means living units that will be restricted for sale or rent to qualifying residents or will be restricted for sale or rent to, and affordable to, very low-, lower-or moderate-income households thereby qualifying a residential project for a density bonus under this chapter. lnclusionary units may not be target units unless they are offered at a lower income category as explained in Section 21.20.100(6). "Very low-income household" means a household whose household income does not exceed the very low income limits applicable to Santa Clara County, as published and periodically updated by the State Department of Housing and Community Development pursuant to Section 50105 of the California Health and Safety Code. (Ord.2102§ 1(part), 2008). 21.20.030 Eligibility for density bonuses. A residential project is eligible for a density bonus if it: 1. Creates at least five additional living units, not including any density bonus units; 2. Includes a request for a density bonus as part of an application for the first approval of a residential project; and 3• Meets the criteria for a density bonus established in Sections 21.20.030,'21.20.040, 21.20.060, 21.20.070 or 21.20.080. (Ord. 2102§ 1(part), 2008). 21.20.040 Density bonuses for affordable and senior housing. 1. Very Low- and Lower-Income Housing and Senior Housing.A residential project is eligible for a twenty percent density bonus if the applicant seeks a density bonus and agrees to provide one of the following: a. Ten percent of the total living units as target units affordable to lower-income households; of 13 7/23/2014 2:21 PM Municod0 nr<ps://iiorary.rriuriiGUUC.GVIrl/pi II I L.abpAX 11—cx.l.ucuu L—[va-ra I 1... a b. Five percent of the total living units as target units affordable to very low-income households;.or C. A senior housing project. 2. Moderate-Income Housing. A residential project is eligible for a five percent density bonus if it meets all of the following criteria: a. The applicant seeks a density bonus and agrees to provide at least ten percent of the total living units as target units affordable to moderate-income households; b. The residential project is a common interest development as defined by Section 1351 of the California Civil Code; and C. All of the living units in the residential project are offered to the public for purchase. 3• Additional Density Bonus.The density bonus for which the residential project is eligible shall increase if the percentage of target units affordable to very low-, lower-, and moderate-income households exceeds the base percentage established in subsections(1) and (2) above, as follows: a. Very Low-Income Units. For each one percent increase above five percent in the percentage of target units affordable to very low-income households,the density bonus shall be increased by two and one-half percent up to a maximum of thirty-five percent. b. Lower-Income Units. For each one percent increase above ten percent in the percentage of target units affordable to lower-income households, the density bonus shall be increased by one and one-half percent up to a maximum of thirty-five percent. C. Moderate-Income Ownership Units. For each one percent increase above ten percent of the percentage of target units reserved for sale at an ownership cost affordable to moderate-income households,the density bonus shall be increased by one percent up to a maximum of thirty-five percent. (Ord. 2102§ 1(part), 2008). 21.20.050 Incentives and concessions for affordable housing. An applicant for a density bonus may seek incentives and concessions as follows: 1. One incentive or concession for residential projects where, based on affordable rents or ownership costs, at least ten percent of the total units are target units affordable to lower-income households, at least five percent of the total units are target units affordable to very low-income households, or at least ten percent of the total units are target units affordable to moderate-income households at affordable ownership costs; 2. Two incentives or concessions for residential projects where at least twenty percent of the total units are target units affordable to lower-income households based on affordable rents or ownership costs, at least ten percent of the total units are target units affordable to very low income, or at least twenty percent of the total units are target units affordable to moderate-income households at affordable ownership costs; 3. Three incentives or concessions for residential projects where at least thirty percent of the total units are target units affordable to lower-income households based on affordable rents or ownership costs, at least fifteen percent of the total units are target units affordable to very low-income households, or at least thirty percent of the total units are target units affordable to moderate-income households at affordable ownership costs. (Ord. 2102§1(part), 2008). 21.20.060 Density bonus for land dedication. A residential project may be eligible for a density bonus when an applicant for a residential project chooses to dedicate land to the city for the construction of very low-income housing as specified in California Government Code Section 65915(h). (Ord. 2102§ 1(part), 2008). 21.20.070 Density bonus or incentive for childcare facilities. A residential project that is eligible for a density bonus and includes a childcare facility that will be located 1 of 13 7/23/2014 2:21 PM Municode ❑llp5://IIUI[Lty.IuuulWuc..�uuNuu�.a�Nn:,,—uc..,,.,.... ..� ,..�.T�..,........ I on the premises of, as part of,or adjacent to the residential,project,may eligible for an additional density bonus or an additional concession or incentive that contributes significantly to the economic feasibility of the construction of the childcare facility as specified in Government Code Section 65915(i). (Ord. 2102§ 1(part), 2008)... 21.20.080 Density bonus for condominium conversions. A residential project for a conversion of existing rental apartments to condominiums may,be eligible.for a density bonus or other incentives of equivalent financial value as specified in Government Code Section 65915.5. (Ord. 2162§ 1(part), 2008). 21.20.090 Summary tables. The following tables summarize the available density bonuses, incentives,and concessions. Density Bonus Summary Types of Minimum% Bonus Additional Bonus for Each 1% Increase over %Target Units Required for Maximum 35% Affordable Granted the Minimum.% Bonus Units Providing Eligibility for a Density Bonus density bonus may be selected from only one category; except that bonuses for land donation may be combined with others, up to a maximum-of 35%, and an additional sq. ft. bonus may be granted for a childcare facility. As provided in Section 21.20.100(5), target units provided must be in addition to, or provided to a lower income category than, those required by the city's inclusionary housing requirements. Very low 5% 20% 2.5% 11% income Lower 10% 20% 1.5% 20% income . Moderate 10% 5% 1% 40% income (ownership units only) Senior 100%senior 20% — — housing project Land 10%of 15% 1% . 30%of market-rate units donation for market-rate very units Low-income housing Condominium33% 25%(A) conversion— moderate income Condominium15% 25%(A) — — conversion— lower income Childcare — Sq. ft. in — — facility childcare faci lity(A) Notes: of 13 7/23/2014 2:21 PM. Municode nttps:/niorary.mumcoae.comiprinL.USPX t n—occiIciiuli—1 UG.`tI-Mi7 1... (A) Or an incentive of equal value, at the city's option. Incentives and Concessions Summary Target Units %of Target Units or Category Pursuant to State Density Bonus Very low 5% 10% 15% income Lower 10% 20% 30% income Moderate 10% 20% 30% income (ownership units only) Maximum 1 2 3 Incentive(s)/ Concession(s) (A)(B)(C)(D) Notes: (A) A concession or incentive may be requested only if an application is also made for a density bonus. (B) Concessions or incentives may be selected from only one category(very low, lower, or moderate). (C) No concessions or incentives are available for.land donation. (D) Condominium conversions and childcare facilities may have one concession or a density bonus at the city's option, but not both. (Ord.2102§1(part), 2008). 21.20.100 Calculation of density bonus. 1. When calculating the number of permitted density bonus units, any calculations resulting in fractional units shall be rounded up to the next larger whole number. 2. The density bonus units shall not be included in the"total units"when determining the number of target units required to qualify a residential project for a density bonus pursuant to Section 21.20.040(1) or(2). When calculating the required number of target units, any calculations resulting in fractional units shall be rounded up to the next larger whole number. 3. The applicant may request a lesser density bonus than the project is entitled to, but no reduction may be permitted in the number of target units or land dedication required to qualify a residential project for a density bonus. Regardless of the number of target units or size of land dedication, no residential project may be entitled to a total density bonus of more than thirty-five percent. 4. Each residential project is entitled to only one density bonus,which may be selected by the applicant based on the percentage of either very low-income units, lower-income units,or moderate-income ownership units, or the project's status as a senior housing project. Density bonuses from more than one category may not be combined, except that bonuses for land dedication pursuant to Section 21.20.060 may be combined with bonuses granted pursuant to Section 21.20.040, up to a maximum of thirty-five percent, and an additional square footage bonus for childcare facilities may be granted as described in Section 21.20.070. 5. Land dedications that qualify a project for a density bonus do not fulfill the inclusionary housing requirements set forth in Chapter 21.24. 6. Inclusionary units will only be counted as target units qualifying a project for a density bonus, or incentives and concessions, if the inclusionary units are made available at a lower affordable rent income category or lower affordable ownership cost income category than mandated by the inclusionary requirements set forth in Chapter 21.24. Inclusionary units that are counted as target units shall remain S of 13 7/23/2014 2:21 PM Municode niips://IIUrdry.IllUIII000G.GVI11/Enlul.aafA.111—(X.V11VI111L affordable for the length of time required in Chapter 21.24, which is fifty-five years for rental units and forty-five years for owner-occupied units. Example:An applicant proposes to develop a one hundred-unit residential rental project and seeks a twenty percent density bonus by reserving five percent of the living units, or five living units, for very low-income households. The inclusionary requirements in Chapter 21.24 require that six percent of the living units in a residential rental project be reserved for very low-income households (the"required very low-income inclusionary units") and nine percent of the living units must be reserved for lower-income households(the"required lower-income inclusionary units").Thus, in this one hundred-unit residential project,the applicant is required to reserve six of the living units for very low-income households and nine of the units for lower-income households. Because the required inclusionary units do not count as target units qualifying a project for a density bonus unless the inclusionary units are reserved for a lower income category than required under Chapter 21.24, the income unit break down for this one hundred-unit.project would be as follows: Inclusionary Target Units DB RemainingTotal Units Units Units Very 6 (55 years)5 (30 years) 11 low income: Lower 9 (55 years) 9 income: Market 20 80 100 rate: Total 120 units However, if the applicant reserves any of the required lower-income inclusionary units for very low-income households, then these units will qualify as target units qualifying the project for a density bonus. If five of the required lower-income inclusionary units are reserved for very low-income units, then those five units would be considered target units qualifying the project for a density bonus. In this scenario, the income unit break down would be as follows: Inclusionary UnitsTarget/ Inclusionary Units DB Remaining Units Total Units Very 6 (55 years) 5 (55 years) 11 Low income: Lower 4 (55 years) income: . Market 20 85 105 rate: Total units 120 (Ord. 2102§ 1(part), 2008). 21.20.110 Standards for incentives and concessions; waiver or modification of development standards. 1. Concessions and incentives may be approved by the planning commission, unless the residential project or concessions otherwise require approval by the City Council. The applicant shall provide a pro forma demonstrating to the city that the requested concession or incentive results in identifiable,financially sufficient, and actual cost reductions to the project pursuant to California Government Code Section 65915(I)(1). For purposes of this chapter, as defined in Government Code Section 65915(I), concessions 7 of 13 7/23/2014 2:21 PM Municode https://Library.municocie.com/nrint.aspx-fn=azcuentiL)=io/-4/-a "i... and incentives means any of the following: a. A reduction in site development standards or a modification of zoning code requirements that exceed the minimum building standards approved by the California Building Standards Commission as provided in Part 2.5 (commencing with Section 18901)of Division 13 of the Health and Safety Code, including, but not limited to, a reduction in setback and square footage requirements and in the ratio of vehicular parking spaces that would otherwise be required that results in identifiable,financially sufficient and actual cost reductions. b• Approval of mixed use zoning in conjunction with the residential project if commercial, office, industrial, or other land uses will reduce the cost of the residential project and if the commercial, office, industrial; or other land uses are compatible with the residential project and the existing or planned development in the area where the proposed residential project will be located. C. Other regulatory incentives or concessions proposed by the developer or the city that result in identifiable,financially sufficient and actual cost reductions. 2. Waiver or Modification.Applicants may also seek a waiver or modification of development standards that will have the effect of precluding the construction of a residential project meeting the criteria of Sections 21.20.030 and 21.20.040(1)or(2) at the densities or with the incentives or concessions permitted by this section. The applicant shall show: (1)that the development standards will preclude construction, and (2) the waiver or modification is necessary to make the residential project economically feasible based upon appropriate financial analysis and documentation as specified in Section 21.20.130. 3. Nothing in this section requires the city to provide direct financial incentives for the residential project, including, but not limited to, the provision of publicly owned land or waiver of fees or dedication requirements. 4. For purposes of this chapter, concessions and incentives include reductions.in site development standards or modifications of zoning code, and other incentives or concessions defined in Government Code Section 65915(I)that result in identifiable, financially sufficient and actual cost reductions.The approved set of concessions includes the following: a. Reduction in required on-site parking as described in CIVIC Section 21.20.120(4); b. Expedited processing pursuant to a mutually agreed upon schedule(with appropriated indemnification language); C. Deferral of the collection of impact fees on market rate units until issuance of a certificate of occupancy. (Ord. 2102§ 1(part), 2008). 21.20.120 Standards for density bonus residential developments. 1. Target units qualifying a residential project for a density bonus shall remain affordable as follows: a. Rental target units shall remain affordable to the designated income group for a minimum of thirty years or for a longer period of time if required by any construction or mortgage financing assistance program; mortgage insurance program, rental subsidy program applicable to the living units, or if they are inclusionary units being counted as target units pursuant to Section 2.1.20.100(6). b. Owner-occupied target units shall remain affordable for forty-five years. 2. All target units shall be reasonably dispersed throughout the residential project and shall be comparable to the design of the market rate units in terms of distribution of model types, number of bedrooms, appearance, materials and finished quality of the market rate units in the.development.,There shall not be significant identifiable differences between target and market rate units visible from the exterior, and the size and design of the target units shall be reasonably consistent with the market-rate units in the . development. Target units shall have the same access to project amenities and recreational facilities as market rate units. 3. All building permits for target units qualifying a residential project for a density bonus shall be issued concurrently with, or prior to, issuance of building permits for the market rate units, and the target units shall be constructed concurrently with, or prior to, construction of the market rate units. Occupancy permits and final inspections for target units qualifying a residential project for a density bonus shall be approved concurrently with, or prior to, approval of occupancy permits and final inspections for the market of 13 7/23/2014 2:21 PM Ounicode nttps:iiunrary.mumcocie.comipn❑L.UbPX.Ili—a.wcuuL—i v� l.,••• rate units. The time requirements set forth in this subsection for issuance of building permits for market rate units and for final inspections for occupancy for market rate units may be modified to accommodate phasing schedules, model variations, or other factors in a residential project, if the city determines this will provide greater public benefit and a detailed schedule for construction or occupancy of the target units is included in the affordable housing plan, as described in Section 21.20.130. 4. Upon the request of the developer, the city shall not require off-street parking for a residential project meeting the criteria of Sections 21.20.030 and 21.20.040(1) or(2)that exceeds the following: a. Studio to one-bedroom units: one on-site parking space; b. Two to three-bedroom units: two on-site parking spaces; C. Four and more bedroom units: two and one-half parking spaces. Guest parking and handicapped parking shall be included within the maximum number of spaces that may be required. If the total number of parking spaces required for a residential project is other than a whole number, the number shall be rounded up to the next whole number. For purposes of this section, a residential project may provide on-site parking through tandem parking or uncovered parking, but not through on-street parking. (Ord. 2102§ 1(part), 2008). 21.20.130 Affordable housing plan submittal; requirements for application for density bonus and other incentives. 1. An application for a density bonus, incentive, concession, waiver, modification, or revised parking standard pursuant to this chapter shall be submitted as part of the first approval of the residential project. It shall be included in an affordable housing plan and processed-concurrently with all other applications required for the residential'.project. 2. Upon submittal,the community development director shall determine if the affordable housing plan is complete and conforms to the provisions of this chapter. No application for a first approval for a residential project requesting a density bonus, incentives, concessions, or waivers may be deemed complete unless an affordable housing plan is submitted conforming to the provisions of this section. 3. The affordable housing plan shall include the following information: a. A description of any requested density bonuses, incentives, concessions, waivers or modifications of development standards or modified parking standards; b. Identification of the base project without the density bonus, number and location of all target units qualifying the project for a density bonus, level of affordability of the target units, and identification of the bonus units; c.. The preferences given in selecting occupants shall be set forth; d. For all incentives and concessions except those listed in Section 21.20.110(2),a pro forma demonstrating that the requested incentives and concessions result in identifiable, financially sufficient and actual cost reductions; e. For waivers or modifications of development standards: (a) a pro forma demonstrating that the waiver or modification is necessary to make the residential project economically feasible based upon appropriate financial analysis and documentation; and (b) evidence that the development standards for which a waiver is requested will have the effect of precluding the construction of the residential project at the densities or with the incentives or concessions permitted by this chapter; f. The cost of reviewing any required pro forma data submitted in support of a request for a concession, incentive,waiver or modification, including, but not limited-to, the cost to the city of hiring a consultant to review the pro forma, shall be borne by the applicant. The pro forma shall also include: (a)the actual cost reduction achieved through the incentive, concession, waiver, or modification; and (b) evidence that the cost reduction allows the developer to provide affordable rents or affordable sales prices; 9• If the applicant is proposing a modification of the requirement that the target units be constructed concurrently with the market rate units, the affordable housing plan shall describe the proposed phasing at the same level of detail as required in the application for the residential project, specify the security to be provided to the city to ensure that the target units will be constructed, and - ►of 13 7/23/2014 2:21 PM Municode nTCps://iiDraly.mumcOUC.GUIII/Dr III L.asPX:II—OLGI IOI I L I V—I ULYLOLn I... explain how the proposed phasing would provide greater public benefit than providing the target units concurrently with the market rate units; h. If a density bonus or concession is requested for a senior housing project, the application shall provide that units in the residential project shall be occupied by qualified residents; i. If a density bonus or concession is requested for a land donation,the application shall show the location of the land to be dedicated and provide evidence that each of the findings in Government Code Section 65915(h)can be made; j. If a density bonus or concession is requested for a childcare facility,the application shall show the location and square footage of the childcare facility and provide evidence that the findings included in Government Code Section 65915(i)can be made; k. If a mixed use building or development is proposed, the application shall provide evidence that the findings included in Section 21.20.110(4)(g) can be made; For residential projects subject to the inclusionary housing requirements set forth in Chapter 21.24, the affordable housing plan shall also incorporate the requirements of Section 21.24.060(A), and only one affordable housing plan need be submitted. 4. Upon submittal, the community development director shall determine if the affordable housing plan submitted in support of a request for a density bonus, incentive, concession,waiver, modification, or revised parking standard is complete and conforms to the provisions of this chapter and Chapter 21.24. No application for a first approval for a residential project requesting a density bonus, incentives, concessions, or waivers may be deemed complete unless an affordable housing plan is submitted conforming to the provisions of this chapter. (Ord. 2102§1(part), 2008). 21.20.140 City review of application for density bonuses and other incentives. 1. An application for a density bonus, incentive, concession, waiver, modification, or revised parking standard pursuant to this chapter shall be reviewed as part of the first approval of the residential project by the approval body with authority to approve the residential project, unless additional review by the planning commission or City Council is required by Chapter 21.62.Any decision regarding a density bonus, incentive, concession, waiver, modification, or revised parking standard may be appealed as part of an appeal of the residential project as provided in Chapter 21.62. In accordance with state law, neither the granting of a concession or incentive, nor the granting of a density bonus, shall be interpreted, in and of itself, to require a general plan amendment,zoning change or other discretionary approval. 2• Before approving an application for a density bonus, incentive, concession, waiver, or modification, the approval body shall make the following findings: a• The residential project is eligible for a density bonus and any concessions, incentives,waivers, modifications, or reduced parking standards requested; conforms to all standards for affordability included in this chapter; and includes a financing mechanism for all implementation and monitoring costs; b• Any requested incentive or concession will result in identifiable,financially sufficient, and actual cost reductions based upon appropriate financial analysis and documentation if required by Section 21.20.110-1 C. If the density bonus is based all or in part on dedication of land, the approval body has made the findings included in Government Code Section 65915(h); d. If the density bonus, incentive, or concession is based all or in part on the inclusion of a childcare facility, the approval body has made the finding included in Government Code Section 65915(i); e. If the incentive or concession includes mixed use buildings or developments, the approval body has made the finding included in Section 21.20.110(4)(g); f. If a waiver or modification is requested, the applicant has shown that the waiver or modification is necessary to make the housing units economically feasible by providing appropriate financial analysis and documentation as described in Section 21.20.110(5), and that the development standards will have the effect of precluding the construction of the residential project at the densities or with the incentives or concessions permitted by this section. 3. The approval body may deny a request for an incentive or concession for which the findings set forth in 0 of 13 7/23/2014 2:21 PM Municode https:Hlibrary.municode.com/nrmt.aspx'Ih=nccuentiu=I oz4z&H 1... Section 21.20.140(2) can be made only if it makes a written finding, based upon substantial evidence, of either of the following: a. The incentive or concession is not required to provide for affordable rents or affordable ownership costs; or b. The incentive or concession would have a specific adverse impact upon public health or safety, or the physical environment, or on any real property that is listed in the California Register of Historic Resources, and there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact without rendering the development unaffordable to lower-, very low-and moderate-income households. For the purpose of this subsection, "specific adverse impact" means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified, written public health or safety standards, policies;or conditions, as they existed on the date that the application was deemed complete. 4. The approval body may deny a requested waiver or modification for which the findings set forth in Section 21.20.140(2)can be made only if it makes a written finding, based upon substantial evidence, of either of the following: a• The modification would have a specific adverse impact upon health,safety, or the physical environment, and there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact without rendering the development unaffordable to lower-, very low- and moderate-income households. For the purpose of this subsection, "specific adverse impact" means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified, written public health or safety standards, policies, or conditions as they existed on the date that the application was deemed complete;or b. The modification would have an adverse impact on any real property that is listed in the California Register of Historic Resources. 5. The approval body may deny a density bonus or concession that is based on the provision of childcare facilities and for which the findings set forth in Section 21.20.140(2) can be made only if it makes a written finding, based on substantial evidence, that the city already has adequate childcare facilities. 6. A request for a minor modification of an approved affordable housing plan may be granted the community development director or designee if the modification is substantially in compliance with the original affordable housing plan and conditions of approval.A minor modification is technical in nature, as opposed to substantive or material. Substantive or material changes to the affordable housing plan shall be processed in the same manner as the original plan. (Ord. 2102§ 1(part), 2008). 21.20.150 Developer affordable housing agreement. A. Developers requesting a density bonus, incentive, concession,waiver, modification, or revised parking standard granted pursuant to this chapter, shall agree to enter into a developer affordable housing agreement with the city.A developer affordable housing agreement shall be made a condition of the discretionary planning permits for all residential projects pursuant to this chapter and shall be recorded as a restriction on any parcels on which the target units will be constructed. When the inclusionary requirements of Chapter 21.24 apply, one affordable housing agreement will be recorded incorporating the requirements of both chapters. B. The developer affordable housing agreement shall be recorded prior to final or parcel map approval, or, where the residential project does not include a map, prior to issuance of a building permit for any structure in the residential projects. The developer affordable housing agreement shall run with the land and bind all future owners and successors in interest. C. The developer affordable housing agreement shall be in a form provided by the city and shall include, without limitation, the following: 1 The total number of units approved for the residential project,the number, location, and level of affordability of the target units and the inclusionary units; 2. Standards for determining affordable rent or affordable ownership cost for the target units and any inclusionary units; 3. The location, unit size in square feet, and number of bedrooms of target units and any inclusionary l of 13 7/23/2014 2:21 PM Municode nnps://iiDrary.mUIIlWue.GUII1/Dlwl.ahpx:II-0CAAIVI ILL I_,_I r uciii... ` I units; 4. Provisions to ensure initial and continuing affordability in accordance with the requirements of.this chapter and Chapter 21.24, including the execution and recordation of subsequent agreements ensuring continued affordability pursuant to Sections 21.20.120 and 21.24.060; 5. A schedule for completion and occupancy of target units and inclusionary units in relation to construction of market rate units; 6. A description of any incentives, concessions, waivers, or reductions being provided by the city; 7. A description of remedies for breach of the agreement by either party. The city may identify tenants or qualified purchasers as third party beneficiaries under the agreement; 8. Procedures for qualifying tenants and prospective purchasers of target units, including preferences; 9. Provisions requiring maintenance of records to demonstrate compliance with this chapter; 10. Other provisions to ensure implementation and compliance with this chapter and Chapter 21.24, if applicable. D. In the case of senior citizen housing developments, the developer affordable housing agreement shall provide that units in the residential development shall be occupied by qualified residents. E. Developer affordable housing agreements for land dedication, childcare facilities, and condominium conversion shall ensure continued compliance with all conditions included in Sections 21.20.060, 21.20.070 and 21.20.080 respectively. (Ord. 2102§ 1(part),2008). 21.20.160 Continued affordability and initial occupancy. A. Owner-Occupied Target Units.A resale restriction, covenant, deed of trust and/or other documents acceptable to the community development director or the director's designee, shall be recorded against each affordable for-sale unit. These documents shall, in the case of target units, which are initially sold, be for a term of forty-five years and shall be renewed at each change of title for a period of forty-five years.The resale restriction, or other documents authorized by this subsection, and any change in the form of any such documents which materially alters any policy in the documents, shall be approved by the community development director or his or her designee prior to being executed with respect to any residential project. B. Rental Target Units. A regulatory agreement, covenant, deed of trust, and/or other documents acceptable to the community development director or the director's designee, shall be recorded against each residential project containing affordable rental units for a minimum term of thirty years or more.A longer period of time may be specified if required by any construction or mortgage financing assistance program; mortgage insurance program, or rental subsidy program applicable to the residential project. C. Eligibility Requirements. No household shall be permitted to begin occupancy of a target unit unless the city or its designee has approved the household's eligibility. If the city or its designee maintains a list of, or otherwise identifies, eligible households, initial and subsequent occupants of target units shall be selected first from the list of identified households, to the maximum extent possible, in accordance with rules approved by the community development director or his or her designee. D. Priority for Rental or Purchase of Units. Preference in the rental or-purchase of target units shall be given, first(for up to ten percent of all target units subject to this chapter)to income eligible employees of the city of Campbell, second to income eligible existing Campbell residents, and third to income eligible. persons employed within the city limits of the city of Campbell. (Ord. 2102§ 1(part), 2008). V 21.20.180 Implementation and enforcement. A. The City Council may adopt guidelines, by resolution, to assist in the implementation of all aspects of this chapter. B. No permit, license, subdivision approval or map, or other approval or entitlement for a residential project shall be issued, including without limitation a final inspection for occupancy or certificate of occupancy,. until all requirements applicable to the residential project at such time pursuant to this chapter have been 2 of-13 7/23/2014 2:21 PM V1unicode _ http5://1]blSIy.171L1]]1000P.C�lmini[[[L.a�Nx:[[—cxt icty— v�r� ..,... satisfied. C. The city attorney shall be authorized to enforce the provisions of this chapter and all affordable housing agreements, regulatory agreements, resale controls, deeds of trust, or similar documents placed on target units, by civil action and any other proceeding or method permitted by law. D. Failure of any official or agency to fulfill the requirements of this chapter shall not excuse any applicant or owner from the requirements of this chapter. E. The remedies provided for herein shall be cumulative and not exclusive and shall not preclude the city from any other remedy or relief to which it otherwise would be entitled under law or equity. (Ord.2102§1(part), 2008). 3 of 13 7/23/2014 2:21 PM TRACT Nol 79 OWNEJE'S CE2TlF/GATE �e o � � � � SUBDIVISION CETH IS /5 TO CE,�T/F'y 7-/4A T WEA,2B THE OWNE25 OF TH/-s /STU CB,CT/FY THAT!NAVE EXAMINFO THE 02 HAVE SOME ,@/GHT T/TLE 02/NT-El2EST/N AND TO PYNfIL MAP OF 7,eACTNP 179/E./G.�ENNEDYSUBDi VJS/ON THE ZEAL P20PE,eTY/NCLL/L7E0 WIT,-Il/V THE SUBO- - NO2 - IV/SION SHOWN UPON TN/S MAP WITy 1N THE QLL/E N�Z AND THAT THE SUBOtYJS/ON AS SHOWN-7"J-IEREON /S 9020ER ANDTI-IAT WE q2E THE ONLY PE2SONS WHOSE SufJSTANTIA.L-LY THE SAME AS JrAPPEA,2Ep ON THE T-5'7-A CO N5ENT/S NECESSA,eY TO PA55 A Cl-EA10 T/TLE TO /VE MAP THE,2EOF WITH ANy APP.20VED ALTEQAT/ON.Sj THAT SA/P 2EAL P20PE�TYANO -.WE CONSBNTTO THE PART OF Tt-dE N �4 O F' S E CT ! ON 3 4 77E)wN sH I P ALL PRaV/S/DNS OF T1,/E /937 MAPACT ANOANY LocAL MAKING OvSA/D SUL30/V/5/aN ANp HE,E'EL3Y 0,20/NANCL?S APPLICABLE AT THE T/ME OF gPP20YAL OF MAP AND SOUTHRANGE�. WEST M.D. B. *Ml IN-FHE THETENTAT/VEMAPNAVEBEENGOMOG/EO WJTFlAND OEO/CgTE TO 1�UgG/C USE ALL THE ST2EETS,AVENUES ��'^^�� THAT-T AM SAT/SF/EO THAT,SAID MAP!S TE'CNN/CALL/2oAD5�AN0.WAYS SHOWN ON SAID MAP bVITHIN SAIPSL1e- COU"Ty OF SANTA CLARA C0,2,E-2-, -D/V/S/ON• WE ALSO HE2EBY OEO/GATE F02 PUBLIC USE, A��jj/� q /� /FO& 7-B.CHANOLE,e COUNTY SLJ,eVEYO,2 EASEMENTS F02 LIGHT ANO AI,e UNDER OVE2 ANO ON MAIz CH 1✓41 R �/• FISH EI-)CIVILENE,fe, OFSANTA CLA.2A COUNTY,CAL/FORNIA, THOSE CE,e-FA!N ST,e/PS OF LAND LY1NG Ge7"WEENTHE LINES OF 57",EEE7S,AVENUES,.eO.QDS O e WA VS A/VO THE SCALE �,�=i00 LINES DESIGNATED AS BL//Lp/NGL/NEAS SHOW/VUPON SAID MAP W/TH//J SA/0 SUBDIV/S/ONE SUCH S'T2J/�S OF L DUTY LAND TO BE KEPT OPEN AND F2EE F,eOM BU/LD/NGS CEA--T/FICATE OF ENG/NFE.2. ANO ST24IC7'4I,eE5 OF ANY KIND EXCEPT/22/G,�7�'JON I H_-RHo y CE,e'J-IFYTH,9T IAM A ICEGISTE,eED AND SP2lNKL/1VG SYSTEMS AND APPU,2TENANCESTHE,eE- C/V/L ENG/NE'E�,THAT THIS MAP CONS,CSTING OF77N0 5'HEETS -TO, WE ALSO HE2ESYOEO/GATE FOlcTHE USE OF•Tf-/E COQ2EGTLY REP2ESENTS ASL/C�VEYMAOE By/VIE /N PUBLIC EASEMENTS FO,E 5Te1 /CL/T1LlT/ES UNDF2,OVEN STATE OF CAAI.1.7 A MA RC"194/, THAT TH--,5Z 'Y/S T2/JEANO COrYIP.4-7-e AND ON Tf/QSE CEi2TA/N.S/',QIPS OFLANO LY/NGBE�WEEN COUNTYOFSANTACLA.2,q�`S'S' ASSHOWN THAT AGL STAKES ANO MONUMENTS ARE OG THE,eEA,e LINES AND SIDE LINES OF LOTS AND LINES DES1G- QN 77H1,3-ZL OQV OF .9,ori/ /9q/,BEFQ,2E ME-f•W Ni/ton THE CNR,GAGTEI2 ANO OCGUPY THE POSITIONS/NOJGATEO HATED AS"J�ESE2'VEO FOR PUBL/G UT/L/TIES SAS SHOWNON A NCiTA2Y PUBLIC /N AND F0.2 THE COUNTY OFSANTACL,9,2q,STATE ANO A,2E SL/FF/C/LENT TO ENg6LE THE SU2t/EYTO .BE SAID MAPW/TH/NSA/OSUC3DIV/S/ON, SUCHS"T,�',/PS OFLANIJ OFCALIFOJZNl.9JDES/DINGTH�,eEJN, DULYCOMM/SS/ONE17ANO 2ETRQCED. 70 BE.KEPT OPEN.ANO EPEE F20M 8U/LD/NGS ANO ST2UCTUeES Swa2N PEi250 NALGY APPEA 2Ep YI/:F-1 OEE,KNO WN TO ME 1 �/ OF�AENY KIND: .. TO BE THE P!?�SJOENT AND.AMY G:BLANCHAr20,KNOWNTO ME TO SECRETARY, OFT/lE SA.NTACL,q,eA VALLEY WATE,G CON- 'GlSTE2EOC/V1L LONG/NEE2.NOAB.j `� --"PANY,A CG2Pp,,2A"i%ON 7'HE C0.2PO,2,97-10N THAT L=XECG?'EO THE' t w WITHIN /Ny$T,QUMENT HNL7 J(NOWN TO ME TO BETHE PE250NS Wy0 CEf2T/F/GATE OF THE CL E/e A:-0,-THEB0AW l ^� EXEGG?EL7'TFIESAME UPON L3EHALF OF THECO/2PO,E'AT/ON NAMED OF SL./PE�CY/SOBS THE2E/N,ANDACeNOLYLEDGEO7oME THAT SUCH cocPa2gT/oNEXEC- IT.ISOeDE2Eo THATT�/E MAr�O,- T, ,gCTNG/7.9 5 -LlT4 NE SA/{/E. F�/�ENNEOYSLJBD/Y/S/ON IV92 @E ANO TNE.SAME 52 / L � / /� / �lV'I/✓JTNE5 1NHE2EOF,I vAVE NEeEUNTO SFJ MY ,C5 HE2EBYAPP20VE0,TNATTNE Poe- . SEgL THE'OAYANO VEA,2 INTH/S TIONS OF 6,9NTACLA,EA-ZCL5 C 7-05 IP040 AND BUDp r �✓ rl��c� 7 ( / ^a CE 2T/ JG9TL� F/�S7 AGOYE W217TB1V AVENUE SHO WN UPON SA/O MRP ANO TNE2E/N OFF- I/02 OED/C,4T10N OE AND THE SAME/S HE2EBY ACCEPTED FO e THE PL1FcPOSE FO/e WHIC//THE SAME /C/N ANPFOeTHECp[IJrTY A2E OFFERED FOES DEDJC9T/ON ANDTHATALL OTNEe SANTA CLA,eA VALLEY LYgTE.Q COMPAN Y,A C O P O/2g77 0N. OPSANTACLA.2A,STATE OF CaL/FO,gN/A AVENUES AND WAYS SHOWN L✓PON S.9/O/�AP AND STATE OFCALIFO,GNiA [ THEREIN OFFE�EO FO r OEO/C/IT/ON E3E,NO THE [a, ^MGM^��� B COUJiI7'y OFSANTACLA,ei9 `�'� SAME ,9,PE HE'�EBY �;�" ACCEPTED FO,27HP PU,QPGl51=.5' L y ON THIS/1�'r7aV 0,-,o9 •i/ /941 BEFO�EME F LV h/J/ton FOR WHJCN T/-!E SRME ,9RE OFFE,2ED FO--OEOJCATION.IT5 P,2ESI DENT. ITS t C2ETA2Y A NOTARY PUBLIC IN AND FOP- THE COUNTY OFSHNTRCLA 2A,STATE OF THE CGE/ZK OP TH/SSOA 20/S D/2ECTE0 TQ AME2/CANSECUe/7ZESCOM-9/`iy,RCOl2POI2AT/OJ TUSTEE CAL/F0 2N/A,QES/O1NG'THE2E/N,OULY COM1,7I55-/oNPD ANO SWORN PERS- ENOOPSE UPON THE FHCE OF SAfO MAP A COPY OJ uND.E,QTiyOSE CE2Tq/N DEEDS OF Ti2U.5T OFlTEO MA.eCH 7 OHALLY APPEA2ED IF,eEO J OENLE2 fCMOW V Ta ME To QE THE "VICE- 7-I111S 0,eOE•,2 AUTH.ENT/CATEO BY THE S.E.9G OJc THE 1941 Amo QECO20E0//V Sk 1028`D.E?-PCy 228,9N0. DATED PlZES/DENT AN/D M.E, /C�ENNEDY KNOYV/✓7v Aie 77J BE TNE,4- ,, .. 7- BD 9 eD oF.Strp E L V/SO,Fts A'B f/ dvW114 C .20L=,O/A/BK/o34 Pam.//o/ SEC.I2ETA,2Y O F AME,CICAN SEcu12/T/ESCOMPANY,A CO2P0,2.9T10N, -T 11.E12 -0Y CE.�TIFY 7-f .4-7-THE AF0,2E- --� BY (�iGj TyE C06PORAT/ON THAT Ea ECUTED7 yE yV/Ty/N /NST2UMENT AS GOING Q20E.G WAS F/DOPTEO By THEBOARO OF 1TS v/ GES/DENT TS SS ANT Ece�A TRUSTEE AND,-MOWN TO M E TO BE THE PE pSONS WNO EXEcuTEO SuP �V/50 25 AT A 1VlEtT/NG OF.SAID BOAPD HELP STATE O ALlF0,2N/A ON- 1 /991 COUNTY oFSANTACLAeH S.S. TtlE SAME UPON BEHALF OF THE C01-PO2ATlON JIIAMED THEPEIN c I�! J r/� ON T/-//.5.LLDA i!"y a,-4Z /9.?1 x/EFO,eE ME AND E EJJ TO ACeNowLOG !✓IE THAT SUCH C0,2P0/CA7/ON EXtcCUTEL7 ` SANK YY OGAN/COUNTYCLE,2/C A vz;, - �W -1 /tor, A IVOTA.0 Y PLJ.CQLIG/NAND P'O/e T•HE" THE SAME 1915 TRUSTEE. . aFFICIO CLE,2/C OF THE,BOA,E''O OF'�jL/PERV1SaJQS COUNTY OF SANTA CGA2A.STgTG� OF CAL/FO/2N/q IV y1/7-NES9 WHE eEOF I//AYE FlFREUNTO SET MY OF THE COUNTY OF-S,9NTA C1�9J2A,STATE OFC/3L DULY COMMISSIONED ANOr�SWO.eN, PEJ2.SONALLYAPPL=A.E'� HAND AND AFF/XEO My OFFICIAL SEAL ON THE DAYAND YEAh? ./N 1F0,8N/A/ b_Y EpE2LE/�./�ENNEG7Y C�E'S5/E P/CE'NNEDy;I/VAG'KEi2 THIS CE,eT/F/G4TE F/2,3T AOOVE W�I77-EN �t x]'r ,�'J 1EVAL/C"A- ETyEL VAL/GNN,//A2�YW,,k2/C'H,QO,pOTlly �^ �Ty LEE/e/CN,FEL/,y'DFS/NONE, r' "' '�r'--•'-- EUG6✓/O ���.J2115226 '+ 5 2<'�t� MAMM/N/, FEL/GE DEPALMA,ONOFe/p DE PALMA I✓OTA,QYPL/4L/C /N A D FOe THFCOUNT/OF p ANO/eOS�?L/EL,OEPALMA kNOWNTO ME TO (3E THE SANTA`GAeA STATE OF CAL/F02N/A, FL ED FOA-2 leECO/2O qT THE /P�qu��-,?,�sT.�bsr SrT.Ins,lo SAME PE/ZSONS WHOSE NAMES AeE SUQSC2l3E(7 ATy!M/A/a7-,,eS PAST 2 o CLOCK�M. ONf1 rif 14 194/ TO .A N O REco,20E0%N QOO K`S OF MA P,$ PRG LKS -�Z Q4d'F3 THE dN/TH/N /NS7)2UMENT ANO THEY OUL Y AC/eNOiN NTA CLA eA COUNT Y /EOECO2QS LEDGElJ TOME THAT S,9 TyEyEXECLITEOTHE SA/SJE CHASA,I�AYNE,COUI�JJ�/,�EGO2DE2 /l IN1y/TNESS LVNEeEOF ZsaAVE f1EeE41n1T0,5 MY HAND AAO AFFIXED MY OFF/C144 SEAL ON THL- OAy AND S 1 EP Y/�EC0.20Et2 YEA2/NTH/S CLc'h:T1F/GATE F/ ACiO [-v,2 JrTe',�! SHEET N OF Z SHEETS NOTHRY�UBC/G/N ANOFOR.TN OF ANTACLA // TfITEOFCAL/FaeN/ ' l' - - � RINCON Avl= zv.R,unu. TRACT Nc'l 79- Cc�O �� V. �LLISONEA!-E.RoKENNE®Y SUB® IVISIO0�3W °f �2 � �o e N'D2 .iao./PPa F u.vo - Ne9'S6:90"W /079.65' h '� ^;�� 25 2., '39.65 62 62 62 62 _62�•_ 62 62� 62 62 62 i Gz-T G2 62 62 •P J ^TtE RVEQ OQR/ /CUT/ ?/ESi it �O C o r 4� AL-I cE AvE. PAR-r aF THE N E%4 QF S>�CT I ON 34-TOWNSHIP s S J i 3 S�uTH FZ,o,N G'sE WEST M.D. F3. > M I T H E �0 64M 63. 62 61:a6® 59.'58° :57; 56 R55D"54.h:53 :52',51 49 � Cov N-ry o f - T' O SAtuT.A CLARA S9. 62 62N -2 iYY 6 62 G2 62 62 62 62 62 62� G2 G2 62 /32 Ri vsz p MA2CH Z94Q �w�lSHE2� CIVIL.ENC'2. ozvsPr --_{7 LES - - _ve�s6'saw _ rr22. - �ri'wv %/ to - o m Q S9./O 62 62 62 62 62 62 62 u2 m2 62 62' 62 62 62 /32 9 � SCALE 1"400 3 3 33h 4h 5h° 6h 7h8hh39° h4,41h�;42� 1.3h�A4° 4,46'" 48 4 sj y} FiESE VED R PuBG C LfT/L/ /Es^� ° i{347 22 62 62 62 62 62 62 62 62 62 62 62 G2 �62 F2 /52 _ - N84•S(.'.?0^'W ��/Zg,�VEO Foe PURL/G!JT/G JTiES� /079.22 SUNNYS�OEAVi= E a In 31 I b 13 ipp I 2 v/ Oy _� NB9�J4'/S'F �'/�L E'JG.@VEO FO.F RJEL/G UY/LlT/sJ /a7s 8z' � &IP Fi �0796 70TB6/eESEe Eo /'Ole Pu uc L/'T/L/T/ = b 1 h h° ° h° h h 2 1s2'0 s h 29 �, 2 8 27 h 26 25 h h 24 23 �h 2 /s2 z , 1 -LBL/LO/N6 � � L/31.41' - . ' /00./2 99.19 W 99.GJ ID7. /07.BS /07-B6 /07.86 N J07.B6 / 2 O9�pp'�FF5 9' n�war^V Ns9_s9'/s'F Nzisa' AlBCAII iC NOTE: THE COU[7�SE OF THE S/J NTA CLA,CA LOS GATOS 1e0A0 AS SHOWN//V TN6 -IE!�1 e L7 I - 7�Cy r t�1 T6, m K u DEED Fl20M IZOB��T L.SCHO.L'z ETAL TO THE COUNTY OFSA/-rA CLq 2i4 99. _ asxis Q lO0i=0 N 9:6/ - / 7 O 7.S O 6 O7 T• B R: qi -� TAKEN AS THE BF15/S F02 THE BEA2INGS.SKOWN ON T41.S MAP. j s� ^ ALL D/sTANCESAND 0l1✓7EM510NS A/2E SHOWN/N BEET 9 0 1® M 1 1 "�i 12 mq 13 q° I4 �M IS I6 4mj I� AND DEClmALS THE BLUE 25?oeoE,e /N0ICA7-ES THE BO411vO.q,e1ES OF THE ' �a4°s9'i5 L o ' 99.GJ /07.B5 4 ///0785� o.o�Pu cra736 JrJ si Ja7.eB � 2co .51JB01V/S/0/V Fly SHOWN HE)2EON. 99_8Q_ 99.6r __ 99.6/� /0765 /0T.8686 7ldlats 1. ______..-.--= 23 fP /NO/GATES /2oN P/PE. 2/X 3/.STAKES SET FTT ALL LOT CO eNE �ESE.2 V o Fo,e Pu L/G Lfr/L/ E.s' �" rs'�xse I.F NB9's4'/5'e 1 AND Cc12VE E7�T2EM:J T/ES_ j 7 6 �i 1 5 hh 4 h o 3 Hh 2 1 dCLARAB.HOWE °6 -� /3tJILO/N L/NE^-a 99.64 99.6/ ry 99.c/ 107..85 /07.BS la786 /07.B6 h /0756 t /O STR/G ra BE Ooo/corE'v Nra/sw/v.v-- `.�=,_v.,�._._o-.A .... �:--•,�.'.�-'�`���.'� ... ._. .T ._.�_ __ 25B.oa' ll:f C r• n r,•tp iron /Pc' _ IPSer Na9�S4'/5"E N ZPSEC .P 2 ... ._ 25'25 c • J SHEETN�ZOF Z SHEE7S l•1 +" ACKNOWLEDGMENT OWNER'S STATEMENT �AR��� �� WE HEREBY STATE THAT WE ARE THE OWNERS OF, OR HAVE SOME RIGHT, STATE OF CALIFORNIA TITLE, OR INTEREST !N AND TO THE REAL PROPERTY INCLUDED WITHIN THE COUNTY OF SANTA CLARA SUBDIVISION SHOWN UPON THE HEREIN MAP; THAT WE ARE THE ONLY A'A� LANDS OF FARAHANI PERSONS WHOSE CONSENTS ARE NECESSARY TO PASS A CLEAR TITLE TO ON,&—M 3 2003 BEFORE ME, THE!�NDERS(GNED, g,NOTARY UBLIC IN AND SAID REAL PROPERTY; THAT WE HEREBY CONSENT TO THE PREPARATION FOR SAID STATE, PERSONALLY APPEARED 1yoM �OttN a` =Wl BEING A PORTION OF SECTION 34, AND FILING OF SAID MAP AND SUBDIVISION AS SHOWN WITHIN THE PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) ' TOWNSHIP 1 SOUTH, RANGE 1 WEST, DISTINCTIVE BORDER LINE. WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SNE/.FMES' EXECUTED THE SAME 1N HISI.H* IA4E1R•AUTHORIZED MOUNT DIABLO MERIDIAN WE ALSO HEREBY DEDICATE AND OFFER FOR DEDICATION TO PUBLIC USE CAPACITY(J85) AND THAT BY HISIUERS/#f ffl SIGNATURE($) ON THE INSTRUMENT ALL STREETS AND PORTIONS OF STREETS NOT PREVIOUSLY EXISTING AS THE PERSON(), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, LYING WITHIN THE CITY OF CAMPBELL SHOWN ON THE MAP WITHIN SAID SUBDIVISION, AND ALSO DEDICATE TO EXECUTED THE INSTRUMENT. PUBLIC USE EASEMENTS FOR ANY AND ALL PUBLIC USES UNDER, UPON WITNESSED BY MY HAtU SANTA CLARA COUNTY, CAUFORNIA AND OVER SAID STREETS AND SAID PORTIONS THEREOF.NOTARY'S SIGNATUR • SCALE: 1„ = 30' AUGUST, 2001 WE HEREBY RESERVE AN EASEMENT FOR DRAINAGE, INGRESS, EGRESS AND PRINTED NOTARY'S NAME: D UTILITY, DESIGNATED AS "PRIVATE INGRESS/EGRESS, DRAINAGE, AND UTILITY NOTARY'S PRINCIPAL PLACE OF BUSINESS: Ii CONSISTING OF TWO SHEETS EASEMENT' ACROSS PARCEL I FOR THE CONVEYANCE OF STORM WATER, INSTALLATION AND MAINTENANCE OF PRIVATE UTILITIES AND FOR THE USE EXPIRATION OF NOTARY'S COMISSION. >11�aloo3 SHEET 1 OF 2 OF PARCEL 2 OWNER, VISITORS, TENANTS AND SERVICE VEHICLES AND PERSONS, FIRMS AND CORPORATIONS PERFORMING SERVICE FUNCTIONS WITHIN PARCEL 2. SURVEYOR'S STATEMENT WE HEREBY RESERVE EASEMENTS FOR INGRESS/EGRESS, PRIVATE DRAINAGE AND UTILITY EASEMENT DESIGNATED AS "PRIVATE INGRESS/EGRESS, DRAINAGE ACKNOWLEDGMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON AND UTILITY EASEMENT" ACROSS PARCEL 2 FOR THE CONVEYANCE OF STORM A FIELD SURVEY, IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION WATER, INSTALLATION AND MAINTENANCE OF PRIVATE UTILITIES AND FOR THE MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF HOMAYOUN FARAHANI USE OF PARCEL 1 OWNERS, VISITORS, TENANTS AND SERVICE VEHICLES AND STATE OF CALIFORNIA ON JANUARY 10, 2000. 1 HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY PERSONS, FIRMS AND CORPORATIONS PERFORMING SERVICE FUNCTIONS WITHIN COUNTY OF SANTA CLARA CONFORMS TO THE APPROVED OR CONDITIONAL APPROVED TENTATIVE MAP, IF ANY. PARCEL 1. ON + — -ttoo BEFORE ME, THE UIyDERSIGNED, A NOTARY PUBLIC IN AND I HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE OWNERS: J/ FOR SAID STA�RSONALLY APPEARED fl�FB/QB�/i� POSITIONS INDICATED, AND THAT SUCH MONUMENTS ARE SUFFICIENT TO ENABLE THE (I PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON() SURVEY TO BE RETRACED. WHOSE NAME( ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED HOMAYOUN FAR ANI, AN'UNMARRIED MAN, NADI FARAHANI, AN UNMARRIED MAN, TO ME THAT /SHEINIE�fi EXECUTED THE SAME 1N HISINE-RS/FHEIR'AUTHORIZED AS JOINT TENANT AS JOINT TENANT CAPAC)TY(", AND THAT BY HIS/HfRS/FN@H@ SIGNATURE(5) ON THE INSTRUMENTTHE �, EXECUTED THE INSTRUMENT.TITY UPON BEHALF OF WHICH THE PERSON(f) ACTED, U. Q RISTI A L AS TRUSTEE: CALIFORNIA RECONVEYANCE COMPANY KRlSTINA D. COMERER, P.L.S. NO. 6766 LICENSE EXPIRES: SEPTEMBER 30, 2004 p BY; WITNESSED BY MY mq HA H NOTARY'S SIGNATUR : LS 676a NAME: iL1 s P .tom A" PRINTED NOTARY'S NAME - _D E 913p o� TITLE: NOTARYS PRINCIPAL PLACE OF BUSINESS: aj a AS BENEFI IA"�WASHINGTO�UTUAL BANK, FA EXPIRATION OF NOTARY'S COMISSION:__T�40'S , OFCAU� BY: � / ME. ACKNOWLEDGMENT CITY ENGINEER'S STATEMENT TITLE: 8�sve«/�.,eet► rI CITY CLERK'S STATEMENT `1D STATE OF CALIFORNIA / 1 HEREBY STATE THAT I HAVE EXAMINED THIS PARCEL MAP; THAT THE MAP / COUNTY OF Ss fi FRst`S4�t/�J�013� / IS ANY AL T ANTIALL THE SAME A;EA S IT THATPEARED ON THE TENTATIVE ALL PROVISIONS OF THE CALIFORNIAAPD I HEREBY STATE THAT THIS MAP, DESIGNATED AS PARCEL MAP, CONSISTING OF TWO r� r y SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME SHEETS, WAS APPROVED BY THE CITY E )IL�QF THE CITY OF CAMPBELL 0 . 7 <J' ON_ BEFORE ME, THE UN ERS NED, A NOTARY PUBLIC IN AND MEETING OF SAID COUNCIL HELD ON THE J 1*'3 DAY OF ✓UOUt,.%bier' 2003. FOR SAID STATE, PERSONALLY APPEARED -_ __ _ OF APPROVAL OF THE TENATIVE MAP HAVE BEEN COMPLIED WITH. AND THAT SAID COUNCIL DID ACCEPT ON BEHALF OF THE PUBLIC THE DEDICATION OF PROVED TO ME ON THE BASIS OF SATISFACTORY DENCE'TO BE THE PERSON(S) ALL STREETS AND PORTIONS OF STREETS OFFERED FOR DEDICATION TO THE PUBLIC, WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED AS SHOWN ON SAID MAP WITHIN SAID SUBDIVIS !N CONFORMITY WITH THE TERMS 7j�( TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HERS/THEIR AUTHORIZED DATE: IZ-/1 2003 OF THE.OFFER OF DEDICATION.. �lg0 CAPACITY(IES), AND THAT BY HIS/HERS/THEIR SIGNATURE(S) ON THE INSTRUMENT MlCHELLE OUINNEY 1 THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, DATE: IV 2003 CITY ENGINEER, CITY OF CAMPBELL EXECUTED THE INSTRUMENT. � RCE 44144, EXPIRES: JUNE 30, 2005 ANNE BYBEE,-CITY CLERK OF THE CITY OF WITNESSED BY MY HAND �r�, M CAMPBELL, CALIFORNIA NOTARY'S SIGNATURE. a- PRINTED NOTARY'S NAME: � � NOTARY'S PRINCIPAL PLACE OF BUS/NESS: EXPIRATION OF NOTARY'S COMISSION:_1q., - n aX CNR 1 OF cw ACKNOWLEDGMENT spa o�y RECORDER'S STATEMENT STATE OF CALIFORNIA 2 Off' FILED T I �� SAY OF ✓E ����, 20 3 COUNTY OF 4NT 4 Gb4R 4 /v(Jf1(� I AM SATISFIED THAT THE PARCEL MAP IS TEC NtCALLY CORRECT °' �•tg� AT a P M IN BOOK /G 7 OF MAPS, AT PAGES AND `3 �' qqpp ° ' SANTA CLARA COUNTY RECORDS AT THE REQUEST OF CROSS LAND ON - BEFORE ME, THE UND RSIGN D, �A t4O RY PUBLIC IN AND tY SURVEYING, INC. FOR SAID STATE, PESONALLY APPEAREDFl!!t7/G DATE: 2003 ,r PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON l9T CIv1� ��? (S) 1RV1N HAROLD HOUSLEY FOF6p1\40Q �3 WHOSE NAME(S) ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHSHE/THEY EXECUTED THE SAME 1N HIS/HERS/THEIR AUTHORIZED R.C.E. 16807, EXPIRES LINE 30, 2005 FILE NO 17' �-a� BRENDA DAVIS, COUNTY RECORDER CAPND BY ON T14E 0�0 THEAPE PERSON(S),),,OR THE HTITYSUPON BEHAILF OF WHICHTHE PERSON(S) ACTED, FEE l�' 8Y /EPUTY _ EXECUTED THE INSTRUMENT. DEPUTY C/ WITNESSED BY MY HAND CROSS LAND SURVEYING, INC. NOTARY'S SIGNATURE: �� 2210 M 1. PLEASANT ROAD PRINTED NOTARY'S NAME: /� g Ap EXPIRATION O PRINCIPAL PLACE ACCOM bUSIINESS: wr SAN JOSE, CA 95148 4 (408) 274-7994 , A.P.N. 305-35-014 GRID NO. 113-31-59 PROJECT NO.; 01-11 3 q LINE TABLE DETAIL 'D' LINE NO. DIRECTION LENGTH N.T.S. M CHERRY LANE L1 N 0(r27'41" W 165.86 L2 N 89'32'19" E 15.00 BASIS OF BEARINGS L3 N 00'27'41" W 10.00 (75.00)QE N 89'54'03" E FD. OPEN 3 4 lP L4 N 00°27'41" W 10.00 C 74.07 109.08(109.11) E UP 0.2' " EL CAM1N1T0 AVENUE L5 N 89'32'19" E 20.00 L6 N 00'27'41 W 20.00 _ L7 I N 89*32'19' E 1 25.00 -- - - LOT 2a REFERENCE DATA 305-29-002 AQ DOCUMENT NO. 15080907 CAMPBELL UJYION SCHOOL ObMC-T I BQ 593 O.R. 294 4674 O.R c$] mm 4674 O.R. 467 ���U�� MAP © DQ TRACT NO. 295, BK. 8 MAPS PG. 52 (R.W. FISHER, APRIL 1946) QE R/S BK. 177 MAPS PG. f I (RUTH & GOING, APRIL 1964) LANDS OF FARAHANI QF R/S BK. 208 MAPS PG. 52 (UNDERWOOD & LALOR, APRIL 1966) F YAN 1 D CSCJOL BEING A PORTION OF SECTION 34, 0,28' N 89'54'03" E - 537.83 LANDS OF OF AN 30 TOWNSHIP 1 SOUTH, RANGE 1 WEST, (N 89'55' W)© (537.72)© � LOT MOUNT DIABLO MERIDIAN 29 w- -E SEE DETAIL 'D' 89'S4'03" E - 110.00 (1O9.1 I)QE FD. OPEN�i/� Ip I LYING WITHIN THE CITY OF CAMPBELL 74.07 (75.00)QE N 89'S4'03" E - 109.08 DN. 0.3' c E SANTA CLARA COUNTY CALIFORNIA FD. OPEN 3/4" IP , LEANING, ON. 0.9' FO. OPEN 3/4" IP BASIS OF BEARINGS c S+ SCALE: 1" = 30' AUGUST, 2001 ©O ON. 1.0't'� FD. 3/4' WITH o W CONSISTING OF TWO SHEETS NAIL & TAG RCE 7147' M LaJ o DN. 1.2, N.R. L7 TRACT No 295 SHEET 2 OF 2 "> 3/4" 1P RCE 10077 E F` R,S I77 M I! ° ( PARCEL 2 Q --- EL RANCHO OAL!I OFMA TRACT v) 9,268 S.F. f �I 52 LS J PRIVATE INGRESS/EGRESS, Q J I DRAINAGE, AND UTILITY EASEMENT I BASIS OF BEARINGS 65.00 FOR THE BENEFIT OF PARCEL 1 305-35-015 THE BEARING OF NORTH 89' 54' Or EAST ALONG THE NORTHERLY LINE OO N 89'S4'03" E - 95.00 O 0 OF THAT CERTATIN PARCEL OF LAND DESIGNATED "MARDEL R. SANDERS LAND OF !'YILSON -� --� 305-35-011 4 BOOK 5094 PAGE 740 0.619 AC." ON THE RECORD OF SURVEY FILED PARCEL B PARCEL A "'Q L2 J �-� I o LANDS OF BOUZNIA ON APRIL 17, 1964 IN BOOK 177 OF MAPS AT PAGE 11, SANTA 177 1V1 11 177 M 1J a°'�' I v LOT 3o V CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP AND WAS ESTABLISHED BETWEEN FOUND MONUMENTS. O I 3 Go W N N 3 DETAIL 'A' N I :* c @ o_ o LEGEND N.T.S. `O I �` ^� O� I ® INDICATES FD. MONUMENT AS N07ED _ \ ( n co 1 3 O- 305-35-12 0 INDICATES SET 1" IP WITH PLUG & TACK �]G PARCEL t I N N o v 3= LANDS OF BALL STAMPED "LS 6766", UNLESS OTHERWISE r 16,706 S.F. t i ^ .�Q 0 3 J I NOTED cr OT 31 (0.67')QE I(N 89'54'f 5" E) \ o'n N I uoi `� o INDICATES THE BOUNDARY OF LAND 0.53' I (1477 68' w I I ^ N ^oN o 0o W INCLUDED WITHIN THIS SURVEY 9 N I 3 o Z o �- AQ INDICATES REFERENCE DATA AS NOTED Q z _ v `� h INDICATES RECORD DATA Q z Ct 1478.20 / I '� �I = N Z o w ( ) FD. NAIL, DN. 0.4.�, 3 3 i v S.FN.F. SEARCH FOR NOT FOUND a to IN A.C. QE - PRIVATE INGRESS/EGRESS, I J N I N.R. NO RECORD OF MONUMENT O -+ DRAINAGE, AND I� o Z y z i�.o: UTILITY EASEMENT I o ziO 40 DETAIL 'B' oQQ, FOR THE BENEFIT OF PARCEL 2 I 2 305-35-013 do N.r.s. I LANEG OF AND03SON CROSS L4ND SURVEYPNG, iNC. �0 25' Z ,'' FD. 3/4" IRON BAR ' 10� I LOT 32 �� 2210 MT. PLEASANT ROAD 3 I �� DN. 1.5, N.R. / 0.07 \ I i5' 15' 115.00 1.10'1 I SAN JOSE, CA 95148 W� LL I o" I FD. 3/4" IRON BAR or as SE CORNER I DN. 1.5, N.R. (408) 274-7994 40 LJ \ 593 O.R. 294 Q \•' -�/ 10' STRIP DEDICATED I 95.00 I 1 .00 \SEE DETAIL 'B' 2 = H TO THE CITY OF CAMPBELL N 89'43'50" E - 110.00 I y Z N 89-43.50" E E 1452.74 (N 89.55 E - 1452.7)© (1452.86)Q 3 FD. BENT 3/4' IP WITH, / N 89'43'50' E - f 10.00®QE FD. OPEN 3/4" IP g DETAIL C NAIL & TAG "RCE 7147" I DN. 1.6' IN A.C.O R/R SPIKE DQ N N.T.S. ON. 1.2' QE SEE DETAIL 'C' SEE DETAIL 'A'i�� S.F.N.F. N 89'43'50" E - 1478.20 FD. 3/4" IP WITH (g)(0, E F FD. 3/4" IP WITH PLUG 1295.00 / o \ BUDD AVENUE FD. NAIL, DN. 0.4' NTA0.7'"INS MONNWELL, N.R. "� 00 I 0.2I'� IN A.C. Q c CONCRETE & NAIL, DN. 0.8' IN MON WELL __�1 FD. BENT 3/4" IP WITH NAIL & TA RCE 7147" ON. 1.2' �E APN 305-35-014 GRID NO. 113-31-59 PROJECT NO. 01-11 A U TRACT ®I 79 OWNERS CENT/F/GATE �o � � ®� SUBDIVISION CE�2T/F/CRTE OF COU/vTYSU,�VEYO� TH 1S IS TO CE,�-T-/Fy TY-/A7-VVE A,2E THE OINNE'2S OF TN/�$ A57-0 CE,eT/FY THAT I NAVE EXAMJN.ED THE 0/a HAVE SOME 2/GH7-7'/T4-EO,e/NTE2 EST/NANO TO THE 2E,4L pV✓/THlIV THE SU,gD /-ly4L MAP OF T,L-ACTI✓P/79,E,2 k'6N /V/S10NSHOWNU'001VTy/S MAP W/TH 1N THE OLL/E - � AMC) NEDYSUBDN /SSN® / /ON .902 dE,2 ANDT/-/AT WE q2E Tf-IE ONLY PE2SON5 WHDSE THESAME AS J7"APPEA.e ED ONTHE 77ENTAT- CON5ENT/S/VECESSA,2YT0 PASS A CLEA2T/TLE TO P IV-4-MAPTHE,LEOF W/THANyAPP.20VED ALTEQATIONSj THAT SA/D 2EAL P/20PE,2TYAN0 WE GONSENTTO THE ART F THE N E�4 O F SECTION 3 4�TOW/N SH I P ALL PRoV/S/ON.S OF TiIE /937/Y/,9Pf/C7' AN0.9NY LOCAL MAlC/NG OFSAIO MAP AND SUQD/V/S/ON AND /-iE,2EL3y 0.201NANCES APPL/CABLE AT THE TIME OF APP20YAL OF 5ou-rH RAN(3Ei WEST M.D. B. *M IN THE THETENTATIVE MAP NAVE BEENCOMPL/ED W!T!-1AND DE'O/CATS TO IC USE ALL THE ST2EETS,AVENUES �'` THAT I AM SAT/SF/EO 7WgT SA/O MAP!S TECHNIC l AL1/ ROAD5-AND_ WAYS SHOWN ON SAID MAP W!T/-,'JN SA/OSL1B- L.OUI-JTI/ C7F SANTA CI�.RA -D1V/5101v. WE ALSO HE2EBY DEp/GATE FO.H PUBL/C USE, COr2,2EGT, p EASEMENTS F02 L/GHT ANO A/,2 UNOE2 OVE2 AND ON /C OQE2T B.CHANOLE,2 COUNTY SU,eI/EY0,2 MArz CH 1.941 RC�/. FISH EP-,CIVILEN�i 2. OFSANTA CLA2A COUNTY,CAL/FOeN 7-14OSE CE,2T4/N ST,21'-S OF'LAND LY/NG BE'TWEE/V THE L/NES OF 57-,2E6'TS,AVENUES,,20AD5 Ore' WAYS AND THE SCALE J''100' e� (�O AAlt4- LINES DESIGNATED AS'BL.1/LD/NG L//JE"AS SHOWN UPON SAID MAP W/TH/N SA/O SUBO/V/S/ONE SUCH ST2/PS OF FPL/TY LAND TO L3E KEPT OPEN AND F2EE -,eOM BUILD/NGS CE.eT/F/GATE OF EVO/NFEZ. AND .77-/2L/C74J,2ES OF ANY KIND EXCEPT /,Q,ElG,4�'PON I HERE.OY CE,�r/FYTHAT IAM A teE6/STE,26'O AND SC21NKL11,10 SVSTEN7S AND APPU,2TENANGESTHE,2E- C/V/L ENG INEE,E',THAT TH/S MAP CONS,CSrING aF71N0.5'HEETS -TO, WE ALSO IY-FRE&YDE01G47-E F'0,27-HE USE OFTf/E COR2ECTLY REP2ESENTS ASUt�VEYMAOE 8Y I1//E IN PL/BL✓c EA5EMF1V7; I-0/ PUB[ICLITILIT/ES UNDE,e,0VIEA-1 STATE OFCALlF02NlA MA,PCN 1941, THAT 7HESU2VEY/S T2L/EANa czw1-,LE7-,E ANOON Tf/GLSE CE,ETA/NST,e/PS OFL.4/✓O LY/NG 8E7WEE1V CoUNTYOFSAN7ACLA,2,q�5'5' AS,51-IOWN THAT ALL STAKES ANO MONUMENTS A,2E OF T/-/E,eEA,e LINES AND SIDE L/NES OF LOT,"$ AND LINES D6S/G- ON TH1,5-Z1''DAY OF_Eori/ /9q/BEF02E ME FW. Ni/fon TsYE CNA 2F1 GTEi2 ANO DGGUPY THE POS/T/OHS/ND/GATED NATEO AS .C'OESE'RVED FOR PL/BL/C UT/L/T/ES��AS SHOVVNON A NOTARY PLI6LIC /N ANo FO,G TF1E COUNTY oFSANTACLA.C:.9,STATE AND AR-- Sl1FF/C/EI�/T TO ENABLE THE S4.eVEYTO BE SAID MAP W/THINSA/OSU[30/YiSION. SUCH ST,�IPS OF LAND OF CAL/PORN/R/l2ESIDlNG TH,E.BEiN, OL//Y COMM/SSIONEO F/NO 2E-rR4 ceD. 709E KEPT OPEN.AND F,PEE F,E'OM$V/GO/NGS ANO ST2UCTU,e,E.S SWO,eIV PEi2501V4L4Y RPPEA,2E0 W.,/%NNEM0�2E,KNOWN TO ME 0)-ANY KING. -. "' TO BE THE/�2ES/GENT AND.AMY G:BLFINCHA/20,KNOWNTOMETO p o ,SE THE SEC,E-ETA,e�V- OF7-;HeSANTACLAZAVALLEy WATE,E.COM- IG Cr/STE2EDC/V/L LONG/NEE2 NO./I83 PANY, A C0,2P'p•,2AT%ON THE W V 7- A-7-- THAT,EXECLJTL=D WIT THE CEf2T/F/CATE OF THE CL E,2K OF THEBOAR.0' H/N INy$T•i,2.LIMEN7'qA/O KNOWN TO MET08ETHE PE250NS WHO _ '� � EXECL%7-Ey7'TL%,E-SAME UPON-tdEHALF OF THEC0,2P02AT/ON NANJEO OF�L/PE2V150.25 y� r T!-/E,eE/A/,AND ACK/VOLVLEDCyEO TaME THAT SucH co 2Pv2fJT/oNEXEc- IT-l5 0206,EEo -r14AT T/I E!✓/A P OF T,2Ac7-NP/79 5 UTQ NE SA%V/E E./�I�CENNEOYSL/BO/V/S/ON/V92,BE ANo TI4E SAME 52 n yy �f -TVV/TNESrSWF CSNAPPCOO,Ti/ATTNENTO 5ET My Pot- { (9 7 "�� �„ / y¢ �1 �1AN0 AND"9FFlX.EO l7TV OFF/C/AL SEAL THE OQYgNO YEAR /NTX/S TIONS 0, SANTACLA,r--1A-LASGATOS 1e0A0 ANO BUDp AY EN W/217 CE2T/F/cATF FIlcS/ Ar�avE T6I✓. uP SHOWN uG ON SA ID MAPAND7-h1E,eEYN OFF- - " /�Gf iI✓q//V/�/ -� /� �/ G U/� aloo -E 2ED Fo/z OEO/C9T/ON CiE AND THE SAME IS HE2EBY 'ACCEPTED 1=0A-- THE PL/RPOSE F-O,e WHICH THE SAME NOTA,2Y PLL3L/C/iV,ANO FO.E'THEGJU/Yry ARE 0FFE/2ED FO/P DEDICATION ANO TNATAL- 0TNE,2 / OFSANTACLR 2A,STATE OF CAL/FO QNIq AVENUES AND VVAYS SHOWN UPON SA/D MAP AND SANTA CLA,E-A VALLEY)NgTE.e COMPANY,A CO P02AT/ON. STATE OF G9L/FO.eN/A c THE,E?E/N OFFE,�EO FO &E AND THE COUNTY 0FSANTACLAP/9 J'� SAME APE F}E�E8Y � ACCEPTL�O F0le-rHe £PGLSFS D �. ON TH/5/I fhY OF__Bori/ /99/,BEF0,2EME F•W.Hi/ton FO,P WHICH THE SAME A.eE OFFB,eFD FO,2 ED/CATION. ITS P.£'ES/DENT. ITS EC2ETA,EY A/UOTA,eY PUBLIC/N ANO F-0R THE COUNTY oFSANTACLA,eA,STATE OF THE CLE,ee OF 7N/SB0,9.E0/S O/2ECTED TO AME2fCANSECUQ/77E$COMPgN1/,/9COI2PO,2ATlONTUSTEE CAL/F02N/A QESID/NG'THE2ElNOLLYcoMM/SSIONEDAND5W0PNPERS- EN002SEUPON7-AlEPHCEOFSA/OMAPACOPYOE U1vO/=',eTHOSECE2T4lN OEBpS OF 7kLJST OF/TFO AlA-chl 7 ONALLY APPEARED F,eEO�OENL62 A"V`{WIV 7b ME TOEiE THE VI CB' Tc�HIS O/21?E� AUTHENT/CAT,EIO BY THE 194 S,E.9LOF THE I AND R.E'COROEO W B/C/D2B-D.G?-P�228,9N0 OATEO PRESIDENT ANO M.E, KENNEDY/CNOWNTUME 72V BE T/-lEAX51STA/VT BOA 20 OFSLJl���V/SO�{5 h'Pr// dI�IA C eDED/N BK/Os4ftj /O/ SEchETAQY OF AMER/CRN SECU2/T/ESCOMpANY,A CO2PORAT/ON, rHE2E81/ CE2TlF�/71,fAT THE AFa1ZE- .B BY THE CpgP0,2ATlON THAT EXECUTED TP1E YVI7'1-1lN INSTRUMENT AS GO/NG m2OE,e WAS ApOPTED BY THE BOA/2L7 OF' T.5 ! /ZESlOENT TS SS ANT ECRETA SLIP ,2V D,es ATA�941 lNG OFSA/D BOA,2D HELP STATE O AL/FO,Gnj/A TieUSTEE AND,C�NOWN TO ME TO BE'THE PE.F'SONS WHO EXECL/rED •S� COUfy7'Y oFSgNTaCLA,2,q)S.S. TtIE SAME UPON BEHAL F OF THE C0.2P0,¢A'T/ON AIAMED THE,PEIN F/ZANK I�T706AN CDUNTyCLE,e/C A/J01=X- ONTff/lS1L,DAYOF,9nii/- /9Q/PEFORE ME ANDAC,�NOWLEDGEDTO/Y/E7-HAT-.SUCH C0.2PDlPA'T/ONt�XL�CUTEIJ l THE SAME AS TRUSTEE. . OFF1C/d CLERfC OF THE BOAQD OF�SUPE�I//Sd/QS ZA NOTA 2Y PL/BL/G/NAND F0 2 THE OF THE COUNTY OF S,9NTA C44,2- STATE OFCAL- 0011,V7 OFcSANTACGA2ASTATE OFC/?L/F02/V/A, Z/V LV/TNESS WHE2EOF I NAYF 1/E2EUNTo SET MY ! by ! DULY CO/V/M1SS/ONED AIVO SWO,eN, PEIpSONALLyAPPEA,C�- HAND AND AFF/XEO MY OFFICIAL SEAL ON THE DAYANDYEA,C ✓N - EO E2LE 2.k�FNNEOV 3ES5/LE fF/CE,VNEDY, INA1-'WE,2 Th//S CE,2T/F/SATE F/2 3T A[30VE 1N2I77-EN. � � � L<VAUCrNN,ETyEL VAUGNN,NA,C�,�YYj/,�/C•y,QO,pD-/-yy LEE/e/CF/,FEL/,}'DES/MONE, r' '-^---••---• EUG6V lO /I ��N( 21 5212� MAMMIN// FELJCE DEPALM.4,ONO,C,2/p Or PALMA /VO7-;qKYPU4L/G /N A D F08 THECOL//VTYOF F/LED FQ,e 1eECO20 AT THE IPEgL/ES*OF'�J�bsy SfT1oS.Co AND/eOSAL/EL.OEPALMA /CNOWN70 ME TO OE THE SANTACLAgA STATE OF CALIFO,ENIA, qry/M/NUT,�S pfI ST 2 O CLOG�'LM. ON r/t / /9Q4 SAME PE/�SONS WHOSE NAMESA2E -y/-2L&y %CEp ANO ,2ECO,QOE'O/N Soo/CSOFMAPS PAGES -�Z 74�"3 TO THE YV/THIN /NSTE'UME/VT A/VO THEY/DULY AC/CHOW L jFl NTA CLA eq COUNTY /eECO2LZS EDGE/� TO ME THA TTNEYEXEcuTEOT�/E SgME. IN l CHASA,/�AY/VE/COUN7Y,eECO2DE�2 yiTNs,Es Wi-1F,eEDF I s-�A VE yE,eEu/✓To sEr MY HA NO AND AFF/XED N/Y OFF/C/AL SEAL ONTHE DAY AND S 1 EP Y�ECO QOEQ YEA,C=/N'THIS CE,2T/F/GATE F/ A[3pt�, /y g l7TE'!V SHEET N!?10F Z SHEETS G NOT9RYFUBLG/NAN., IRTH .OF ANTACGgR,J Tf/TE OFCAL/FO,2N/ �rI l` Y , - - 4, RlNCON Avg 2P,foeln0. TRACT N®e 79- ktper, `�{/e SUBDIVISION qvI{ E®�•KE N N E® 1 C2EORC-z1� M. �LL^ISON ET AL �lz 02 /Iao.+PPa Fou,vo N890 S6'90"W /0T9.65" h h 0� 25 23 39.65 62 62 62 62 Gz'-, 62 62 62 62 C. Gp-S 62 62 62 is2 3'ly •P j 3 2c evEQ o2 Ri c/c Uri lr1Es� 1y O C PAR-r ®F THANE%4 OF S>=C�1- I ON 34�OWN51-IIP h Soh ° ° hh �n J zs f So�T�+ FAN CzE 1 WEST M.D. B. > M IN T H E ^"64'M�63 2 o6 I:.60� 510 49 CO V N rY O I SANTA CLARA bS9. 62 62M 62 62 G2 62 62 62 62 G2 62� GE G2 62 /32 Ri A92 _ xa� MAlZCH 1941 ZWF15HER CI VILENCC(2. --- � -NB9S6'3o`vV _ //22.4Q' _ � �LPSer \y0/'A Y SCALE�C A��__�/'\f'fl f.79.40 62 6.2 62 62 62 62 62 62 62 62 62� 62 62 62(A G i {,�tj 3 ._� emu/ !N6 /NE 1y h y� �•�Af' 62t 33h 4h 5• ° 6h 7hh38h�39° hh411,42o�,43h A4° :4�' ®= "�S M `� 47 125 'ty� .1 .GESE �j 59.22 62 n62 T62 62 62 62 62 62 62 62 62 62 �i u� lvB9's6'30'`W ��/�EyE,gVEO/=O.G/�UBLIG C./T/L/TIES /079,22' �'1y . $� I C SUNNYSIOEAVE J coo 31 II r 13 Q 5 '� 53 0� N (� V G a �• IDN89'J4'/.5'E �-,E EJC,6YEO/V.Q P/-/�L/C Cft 78.82' � } 3/,0&32 99.6/ 99.6% O`l�S- �.,�T/�B -707.@6 707.86 . 6 8B •�-1.$�� IP If_.ESE,e EO Fog Pu L/G L./TYLJT/ S' b -+25 h 30 s�, 29 h h 28 27 „ 26 �, 25 h h 24 23 h 22"m 2I kkjj l�Cervnr>=oY ACE, €I hi 20 {1 h R�Ilaoe Q .ShnvP/P65FT LlC�'��nn R°l C �j g �L7v Ne9^s9'/s'E a2isa' _ AN/ K11 1 _ AVOTE THE COL/,GSE OF T/-/E SANTA CI-4,eA�LOS G/-JTOS /e0A0 AS SHOWN/N THE orp 9- ��7..rf DEED Flc�OM �O BE/4T L.SCHO.L'zY' ETAL TO THE COUNTY OF'.SA Iv-TA CL,a,ea Q 9. N 9:61 / ]• a S o7. 07. OT• DATED DEC'EMBE.2 28!1.927AN0 /eEC0,20E0/n/BK.366"O.1L.`J�, W/AS QG/LO/NG L/N jA TAKEN A.5 THE Bl951S lc0,2 THE BEA�lNGSSHOWN ON TN/5 MAP. ub �� 19 i I U LL D15TANCESAND D/HENS/DNS A 2E SHo w/v/N BEET 9 . o Ip I I 12 13 ° 14• �� 15 16 `"� 17 /52' AND DEC/MgLS TNL�2EOF. �^ ° h °h �h �O �� h hp �h 1 8 �2h Z THE QLUE 30)2DE,e INDICATES THE BOUNDA,2/E.S OF Tf/E � I l/eE.SE,e o/=o,e Pu c Uri m, s� !as @6 Z 1p SUBo/V/S/ON 45 SH01�'N HEi2EON. 99.84_ 39.6/ J07@5 /07B3 107.86 107.8� - 99.8499.6/' /0T63' @S' %OT.@6' /OT,B6B6 71are+ J9�. �5 6258� jP YP /NDICATES IRON PIPE. 2'X.3!STAKES 5E7-AT ALL LOT eESE,av o AND Cu2VE E)<'7-2EM:l Tl Ems- lve9's4 is'e ,q o 7 h\ 6 oh Jc- hh �+ ho 3 hh 2 1 �CLARA�.HOWE c C '2 /O STRJP J'b BE�RD/CgTED HPCI3W,TM-� 99.G4 99.6/ � 99.6/ 107.85 /a7.Bs /aT•66 /o 7.B6 h /07.86 � H m _.� _s:-...,_,z.:29B:B?' ���-IJVV L�.y..z� 5 -- m.. yo-_� 29300' r•�.,� � - n 7.,N Sron /P� _ SPSEr N,69 S.4'11"gym K ZPSE!•• P ., .. 25"25 � SHEETIVgzOF 2 SHEE73' r-1 QA OWNER'S CERT/F/CAT E ElV li/NEER°S TRACT �3 .324 CERTIFICATE WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF OR HAVE SOME I, FRANK E. PISANO, HEREBY CERTIFY THAT I AM A RE- RIGHT, TITLE OR INTEREST IN AND TO THE REAL PROPERTY INCLUDED GISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, WITHIN THE SUBDIVISION SHOWN UPON THIS MAP; THAT 'WE ARE CONSISTING OF ONE SHEET BEING A PORTION OF SECTION 34, TOWNSHIP 7 THAT THIS MAP, CONSISTING OF ONE SHEET CORRECTLY THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR SOUTH, RANGE I WEST, MOUNT DIABLO BASE AND MERIDIAN AND LYING WITHIN REPRESENTS A SURVEY MADE UNDER MY SUPERVISION TITLE TO SAID REAL PROPERTY AND WE HEREBY CONSENT TO THE DURING AUGUST, 1962, THAT THIS SURVEY IS TRUE AND THE CITY OF COMPLETE AS SHOWN; THAT ALL MONUMENTS EXIST AS MAKING OF SAID MAP AND SUBDIVISION AS SHOWN WITHIN THE BLUE CAMPBELL CALIFORNIA. SHOWN OR WILL BE PLACED UPON COMPLETION OF STREET BORDER LINES AND HEREBY DEDICATE TO PUBLIC USE ALL STREETS > IMPROVEMENT WORK AND THAT THEIR POSITIONS ARE SUFFI- AND PORTIONS OF STREETS NOT HERETOFORE EXISTING AS SHOWN ON CIENT TO ENABLE THE SURVEY TO BE RETRACED. THIS MAP WITHIN SAID SUBDIVISION, AND ALSO HEREBY DEDICATE TO A FRANK E. PISANO,REGISTERED CIVIL ENGINEER, NO. 6296. PUBLIC USE EASEMENTS FOR ANY AND ALL PUBLIC USES UNDER, UPON FRANK PISANQ a ASSOCIATES FND.3/4"A%LE AND OVER SAID STREETS AND SAID PORTIONS THEREOF. E BUDD AVENUE CONSULTING CIVIL ENGINEERS y �+ °g- WE ALSO HEREBY DEDICATE TO PUBLIC USE EASEMENTS FOR ALL PUBLIC 333 N.26TH STREET SAN JOSE 24.94 Ci/T/ ENGINEERS CERT/F/L/�A/E FND.GRAMON. - SERVICE FACILITIES INCLUDING POLES, WIRES, CONDUITS, >STORM SEWER CA L I FOR N I A I HEREBY CERTIFY THAT I HAVE EXAMINED THE HEREON 8.35 FNO.BAR FINAL MAP OF TRACT NO.3324 THAT THE SUBDIVISION AS SANITARY SEWERS AND GAS, WATER AND HEAT MAINS AND ALL PUBLIC SCALE I"=100' AUGUST 1962 w SHOWN THEREON IS SUBSTANTIALLY THE SAME AS IT APPEA- UTILITIES AND ALL APPURTENANCES TO THE ABOVE UNDER, ON OR OVER 1�3 RED ON THE TENTATIVE MAP AND ANY APPROVED ALTERA- THOSE CERTAIN STRIPS OF LAND LYING BETWEEN THE REAR AND/OR SIDE I TIONS THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION O� I MAP ACT, AS AMENDED, AND OF ANY LOCAL ORDINANCES LINES OF LOTS AND THE DASHED LINES EACH DESIGNATED AS "P.S. E." ilz �`I I APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE ( UPON AND OVER THOSE - I MAP HAVE BEEN COMPLIED WITH AND I AM SATISFIED THAT PUBLIC SERVICE EASEMENT), EASEMENTS UNDER, ° , SAID MAP IS TECHNICALLY CORRECT. CERTAIN STRIPS OF LAND DESIGNATED AS "A.E."(ANCHOR EASEMENT) FOR °I�25:. TP r, C. •[ 1 ?S' POLE ANCHOR PURPOSES ONLY; AND EASEMENTS FOR WIRE CLEARANCE I CITY ENGINEER OF THE CITY OF CAMPBELL,CALIFORNIA. FOUND 3/4"I.P. o b Fnd 3 4 PURPOSES ONLY OVER THOSE CERTAIN STRIPS OF LAND DESIGNATED AS 5O ����� B U D D NB9?a3'30"E 813.93 Q V E N U E _ y so3.Dl �>tV FND.NA N886350E �a 20.00 615.84 N 20.00 SDI 'a DATED�oy 3 ,1962 W.C.E." (WIRE CLEARANCE EASEMENT). THE ABOVE MENTIONED PUBLIC 52o.o3 10.00� 585.98 SERVICE EASEMENTS TO BE KEPT FREE AND CLEAR FROM BUILDINGS 7zoo Tz.oO T2.DO 72.00 72.00 72.00 1 72.o0 61se p F"BDAIR/z / I 2o20AE 2[20AE ; ; 3 I¢ e...C.E.. I•-5 Ps.E. 30' CERTIFICATE OF THE CLERIC OF AND STRUCTURES OF ANY KIND EXCEPT PUBLIC SERVICE STRUCTURES, t o o 0 0° s d pIo;1 i CITY STRIP M v °o = O ip - O o Q j.- :O pI CITY OF CAMPBELL THE .CITY COUNCIL IRRIGATION SYSTEMS AND APPURTENANCES THERETO AND LAWFUL FENCES. 6 1 60 2 90 3 ag 4 0 5 = 6 7 uj 8 0 b -z - o_ �b Ebl "o IT IS ORDERED THAT THE MAP OF TRACT NO.3324 BE THE WIRES CLEARANCE EASEMENTS TO BE LIMITED TO BUILDINGS AND N3 P.S.E. P.S.F. ry es°a3'So"E 2P I R li ii z>zoAS o o L. "1 r " �' AND THE SAME IS HEREBY APPROVED;THAT THE STREETS, =7z.00- �7zoo- =72.°0_ =72.00= =7.00= =TaOO_ 7z.00J11o1lB2oz ° o ¢;::•m r;r of = PORTIONS OF STREETS AND OTHER PARCELS OF LAND SHOWN APPURTENANCES THERETO WHICH HAVE A MAXIMUM HEIGHT OF 15 - - _ 63.92= 64.00= =84.00= =4.0°= =04.00= =64.0°- =64.°D= 84.00 F�,�4.10= UPON SAID MAP AND THEREUPON OFFERED FOR DEDICATION 11 (FIFTEEN) FEET ABOVE THE GRADE AT THE GROUND LINE OF POLES. "" "' a I ,5'W.C.E. 2'p r 5'W.C.E 1 3'PS.E. 3 3I1J -�. ; BE AND THE SAME HEREBY ACCEPTED FOR THE PURPOSES c FN } 30 c a % a «� - FOR WHICH THE SAME ARE OFFERED FOR DEDICATION." WE ALSO DEDICATE TO THE CITY OF CAMPBELL THOSE STRIPS OF c 17 nm 16 om I5 oc I4 13 co I2 nc II. o'm IO Al 9 i0 Q a I HEREBY CERTIFY THAT THE FOREGOING ORDER WAS ADOP- no LAND ONE FOOT IN WIDTH ACROSS THE ENDS AND/OR SIDES OF q > TED BY THE CITY COUNCIL OF THE CITY OF CAMPBELL AT 3'P.S.E. I� I J A MEETING HELD ON THE& DAY OF/1/nv....�.:✓' ,1962. �.JS I Z 2 IIN 89°41' 40"E II I 30'- STREETS WHERE INDICATED IFT. STRIP TO CITY OF CAMPBELL; AS 164.00 64.00 64.00 64.00 II 6a.00 64.OD 64.00 84.DOj1 Ipa.10 B N m CITY CLERK & EX-OFFICIO CLERK OF THE CITY COUNCIL SHOWN ON SAID MAP OF SAID SUBDIVISION. "E IFT.STRIP TO WILTONyyiLTOiV DRIVE THE ClrYap _ xe9°41'a0"E 61s.u3 OF THE CITY OF CAMPBELL, CALIFORNIA. CAMPBELL 30.00 'o ' cr /,- CITY TITLE INSURANCE COMPANY A CALIFORNIA 7RATI.ON; zo.l3 I 62.0o ez.00 szno ez.o0 ez.00 6z.00 ez.00 11 6z.00 I I .00 B, I � �- .:irl::':�I� .. `Z♦RS.E N89°41' 40"E 2'P.BE. 5W'C.'E' tf-5'PS•E 30' co :.V%; Al 3 1 3 3 0 3 3 3 IL; 11 li I W OWNER BY: 0 IbD 3 RECORDER'S CERTIF/ E a� ° c0 M O°v S� Pa AND: a 18 o m 19 �_20 0= 21 o m 22 o m 23 o m 24 n 25 a -6 0 CITY'TITLE INSURANCE COMPANY, BY: o _ c o o $ °oi i� ?c T °0 8 �_ FILE NO. 6 FEFSOO PAID. ACALIFORNIA CORPORATION}AS TRUSTEE AND: t1 !I o .o ?� ACCEPTED FOR RECORD AND FILED IN BOOK�OF MAPS z z 25'P.S.E NB9°41'Ib0`E II IL I - % SI. AT PAGE astD - SANTA CLARA COUNTY RECORDS-2.00= =62.00= =62A0= =62.00= 62.00= 182.00= _62.DO= _62.00-_To.o= / > , STATE OF CALIFORNIA x 89°41'40"E zae.00 2.00= =82.°0= =82A0= =82.00= r70.OD- NO THIS�NAY OFD P Mher,1962, AT 2 !�• PM COUNTY OF SANTA CLARA- as. 5'W.O.E eRjE. 1 it WIDAE 3 m0 L_ 4D 3 Iw : iNPAUL R. TEILH,RECORDER,SANTA CLARA COUNTY CALIF.ON THIS_�DAY OFOr-fab2Y 1962, BEFORE cupvE D4TA ,AT o� b c 'o m ,ME:IVOWAIA A. .GE"!a//.S cDRVER oL T 30 o 0 29 cl 28 b m 27 . �z A 20.CO 89°57'56" 31.40 19.08 �? o- //B 20.00 WDO000" 31.42 20.00 p II o 2 "-.: i':!.. (1 - YiI pBY: IYYt, W, �u/ytuNB9°4E1 3O'.: irr.:,,Y:•r�y~.. FND.MON. DEPUTY 6z.00 82.00 62.0o I .00A NOTARY PUBLIC IN AND FOR SAID COUNTY AND (.:+G:_` :7t .i_.t_ URBAN DEl1ELOl®iZlENT STATE,PERSONALLY APPEARED-R SIMQNIa A- . CAREVER AVE. �;_.`:i''! I i:1 P°N9°41'40'E 348.00..`.... 44 ' '348.°D 6 .�• KNOWN TO ME TO BE VICE PRESIDENT 8 ASSISTANT SECRETARY OF IFT.STRIP To OITY OF CAMPBELL - DIRECTORS CERTIFICATE THE CORPORATION - THAT EXECUTED THE WITHIN INSTRUMENT AND NORTHERLY LINE I HEREBY CERTIFY THAT I HAVE EXAMINED THE WITHIN ALSO KNOWN TO ME TO BE THE PERSON WHO EXECUTED IT ON N89°47:00^E FINAL MAP OF TRACT NO. 3324, AND THAT IT APPEARS SUBSTANTIALLY THE SAME AS APPROVED B TH CITY , BEHALF OF SUCH CORPORATION AND M ACKNOWLEDGED TO ME THAT OF CAMPBELL PLANNING COMMISSION ON 1962 BASI4S � JE,4RI G Ny/n TEs-LE�EN® 40 WITH APPROVED ALTERATIONS THEREOF, SUCH CORPORATION EXECUTED THE SAME AS OWNER,AND TRUSTEE. THE BEARING N 89447'00"E ALONG THE NORTHERLYLINE OF THAT CERTAIN TRACT NO. 1919 AS SAID MAP IS RECORDED IN BOOK 81 OF URBAN DEVELOPMENT DIRECTOR OF THE CITY OF CAMPBELL, CALIFORNIA. MY COMMISSION EXPIRES-C��/8-�2 , 196� MAPS AT PAGES 55 AND 56, IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, WAS TAKEN AS THE DATED:Yam.-2,1962 - �D f BASIS OF BEARINGS SHOWN ON THIS MAP. NOTARY PUBLIC ALL DISTANCES AND DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. THE BLUE BORDER INDICATES THE BOUNDARY OF LAND MORMA A. LEWIS SUBDIVIDED BY THIS MAP. P.S.E. PUBLIC SERVICE EASEMENT MONUMENT SET W.C.E. WIRE CLEARANCE EASEMENT 0•--....IRON PIPE SET 3/4" A.E. ANCHOR EASEMENT ®...--.IRON PIPE FOUND 3/4 T.K. o • i o • 3 REC.OR® of 54IRVEY ACP 5 a P• a A--NNEDY AVENL/E e 'e ry Px"Na�/ ''t'�- �� toe "s.easo'e, 2p�,lp• - .a OF LAND OF THE p i,evso•< a3�.3o- "�¢"—"— f�^' s.es-soE -9/3-0e• ROMAN CATHOL/C ARCHB/SHOP OF Iq vy a g a being a/001-711;=n of Lof 3 Of '%Y/F/- of Q I a -I Sug O/V/SION of L q vo.5 FO.IHERLY OWNEo BY M,ea, M,A,KENNEOY"as recorded 1i7 C1717C7ZZO/ I V Volume r of Mope•, pogc 1/7, .Santo Coro � 3 I � Reaard-S. Q ° I �, � G/TY oFCAMPBELL SECT/oN35-T7S.&./W,-Al D.B,&M. P,9RK- 1,�f ^ cen�6loc.E•sit -�<��P'Pe � "� San fa C/rarra Caun�y, G'o/iF V 5.B9'SO'E 237.34 so' SCALE /"-6D' I ARM Acres v .Z7O = Bond 4 v Q N lu 3.�78G Net h� o Q The bearing of the Centel /ine offhc Son7o Caro h a 4' Loa lie a5 food, as shZW17dj%V,0/7 hr 0�noefled'7, d IN � �l1 /Yo• !79 -E•R•Kenned�y � ea• ,JI � jl � C/�a Co of{�Co�foPnoib� vro.s2>of�en o,� fhG bat/S of bear- y �`` � � ings .Jhowrf on dh/n mo 1 to ie� � � there o�//d�incn.�ions �c Shawn in ref enddecimo/J �•"� ° 1 4 I I COUIV7-r fNG/NEER S CERTIFICATE I Thi's mop has bee17 examined 1n cam /ionce with 2s+2s' I the ��porov.Jion3 of faction 8766 o{,fh< B�sincss and tp� Prot'eosions Codc� pnd {ound Sot%S�oc�ory dL89.50'W. S50.02' k° u� �ppe•J</ �J�a v� Leonard Bushnc)/ -5 Cozen ty En i ter BUDD AI/E�UE I� Borbcr 3z by ePu y SURVEYORS CERT/F/C TE l/jerrfiy ter / -that th/s /s o rut one correct'/nap �, p{O ,carve y. rnadc �mc durii�y Oc faflel' /952,Off- the i "7 eff?, of >`fie Ramor/ Catho%c giahbishop ofSarlF�oncisca, — L%tensed 5-urve�or oFfhe i h 9fote of Co/ifornib L.1.9.823 8 Lf3 714 COUNTY RECORDER'S CERT/F/C TE CLiec�ed and proved a3 jo Reto/u{ion o/fhe Board oFJuperyi7or3, Fi'/ed of the reyuP o{PW.M4Hi//ogl a s Tcchnica/ IJafq, approving mop, recorded /9sz m/nufes poJf_L O'e%ck _l/ an 1Jece..,be 8 and rccarded /n Book-3 of/`cps, pogo•2a �f�ceord,� of f�ecordera F.'/e No. 5onfa Cora Counfif. � CO/.'Farnia City En9ii/ccr of f e d Ci/ of Com 6e// Cfia3.�{,Payne y P /1 �un/y Recorder y 284-6B Sf N h Y UKAULIU UALUULA I 1UNZ:i PROJECT: 2295 & 2305 WINCHESTER BOULEVARD NORTH KIER &WRIGHT DESCRIPTION: CATCHMENT AREAS CIVIL ENGINEERS&SURVEYORS,INC. JOB: A07036-3 0 30 60 90 DATE: 05.12.2015 SHEET: 1 OF Scale 1" 30 ft 6mmmmiiiiI >> T. v -101"I" vv v" LJ ,���_ II l —T� r T�11 JoI I I j Fj ..�, i I r., u I I i � � _ i + � � � f � C ir M-2 A=0.34 C=0.84 CM-3 A=0.34 AC C=0.90 CM-1 A=0.23 AC L-i __j C= 0.83 m USER: AVERA 1:\PROJECTS\A07036-3\DOCS\CIVIL\STUDIES&EST1MATES\HYDRAUL1CS\C-HYDR.DWG 05/12/2015 11:17 AM H Y UKAULIL; UALUULA I IUI\Jb PROJECT: 2295 & 2305 WINCHESTER BOULEVARD NORTH` KIER &WRIGHT DESCRIPTION: SYSTEM NETWORK CIVIL ENGINEERS&SURVEYORS,INC. JOB: A07036-3 0 30 60 90 DATE: 05.12.2015 Scale 1" 30 ft SHEET: 2 OF 3 OF- E� z_J 77 —---------- _ss -MH-11 MH-2 P-2 C=I w 'v Li LJ MH X H-3 3 M —X--X---X----- L �-21 N K H-3A C P P_, -5 rl CM-2 f " ' II \ � 1 � � I ' � ; I I '� , \ \ x L CM-3 ILI X E v X x I - o, L i I u5 I I I \ T CM-1 El x -3\D0CS\C1V1L\STUD1ES& MUM USER: AVERA 1:\PR0JECTS\A07035 ESTIMATES\HYDRIuucs\c�� 0-5/12/2015,1 1X0 k hYUKAULIU UALUULA I IUNS PROJECT: 2295 & 2305 WINCHESTER BOULEVARD KIER &WRIGHT DESCRIPTION: SYSTEM DATA CIVIL ENGINEERS&SURVEYORS,INC. JOB: A07036-3 DATE: 05.12.2015 SHEET: 3 OF 3 System Capacity Flow / Velocity Length Diameter Depth CA (Full Flow) Total Flow Capacity (Average) Label (Unified) (ft) (in) (Normal) (ft) Slope (ft/ft) Material Manning's n (acres) (fP/s)- (ft3/s) (Full) (%) (ft/s) P-1 71 ft. 15 in. 0.5 0.0040 RCP 0.013 0.729 4.13 1.22 30% 2.93 P-2 129 ft. 15 in. 0.4 0.0040 RCP 0.013 0.475 4.10 0.83 20% 2.62 P-3 37 ft. 12 in. 0.3 0.0100 RCP 0.013 0.475 3.56 0.83 23% 3.70 P-4 37 ft. 8 in. 0.4 0.0050 PVC 0.010 0.475 1.10 0.84 77% 3.46 P-5 25 ft. 12 in. 0.2 0.0230 PVC 0.010 0.284 6.99 0.52 7% 5.21 P-6 _74 ft. 8 in. 0.3 0.0050 PVC 0.010 0.191 1.11 0.35 31% 2.81 P-7 27 ft. 8 in. 0.2 0.0150 PVC 0.010 0.191 1.91 0.35 18% 4.17 P-8 25 ft. 15 in. 0.3 0.0050 RCP 0.013 0.254 4.66 0.46 10% 2.42 P-9 14 ft. 12 in. 0.2 0.0190 RCP 0.013 0.254 4.95 0.46 9% 3.94 Local Inlet Flow Elevation Elevation Drainage Local CA Time Depth (In) Depth (Out) System CA Label (Rim) (ft) (Invert) (ft) Area (acres) Inlet C (acres) (min) (ft) (ft) (acres) C13-1 207.60 204.60 0.23 0.83 0.191 10 0.27 0.27 0.191 C13-2 207.40 204.40 0.34 0.84 0.284 10 0.30 0.30 0.284 C13-3 208.25 203.16 0.28 0.90 0.254 10 0.28 0.28 0.254 Time of Catchment Catchment Hydraulic Hydraulic Catchment Concentrati Outflow Intensity Rational Elevation Elevation Elevation Grade Line Grade Line Label Area (acres) Rational C CA (acres) on (min) Node (in/h) Flow (ft3/s) Label (Ground) (ft) (Rim)(ft) (Invert)(ft) (In)(ft) (Out) (ft) CM-1 0.23 0.83 0.19 10 C13-1 1.8 0.35 MHA 208.80 208.80 202.76 203.23 203.23 CM-2 0.34 0.84 0.28 10 CB-2 1.8 0.52 MH-2 208.00 208.00 203.28 203.66 203.66 CM-3 0.28 0.90 0.25 10 CB-3 1.8 0.46 MH-3 207.80 207.80 203.65 204.03 204.03 MH-4 208.90 208.90 202.89 203.23 203.23 Hydraulic Flow Elevation Elevation Grade Line (Outfall) System CA Label (Ground) (ft) (Invert) (ft) (ft) (fP/s) (acres) OF-1 208.30 202.47 202.47 1.2 0.73 USER: AVERA I:\PROJECTS\A07036-3\DOCS\CIVIL\STUDIES&ESTIMATES\HYDRAULICS\C-HYDR.DWG 05/12/2015 11:17 AM A]% NY UKAULIU UALUULA I IUM5 ql`"' PROJECT: 2295 & 2305 WINCHESTER BOULEVARD B NORTH KIER &WRIGHT DESCRIPTION: CATCHMENT AREAS ( CIVIL ENGINEERS&SURVEYORS,INC. JOB: A07036-3 0 30 60 90 DATE: 05.12.2015 Scale 1 30 ft SHEET: 1 OF 7-- 1 �v "Ot w Ll LJ/7 \V FF ELL: i (CM-2 A=0.34 C=0.84 - I CIN t CM-3 X A==O.3 4 AC C=0.90 CM-1 Et A=0.23 AC p C= 0.83 U-1 USER: AVERA 1:\PROJECTS\A07036-3\DOCS\ClViL\STUDIES&ESflMATES\HYDRAUL1CS\C-HYDR.DWG 05/12/2015 11:17 AM k H Y UKAULIU UALUULA I TUNS PROJECT: 2295 & 2305 WINCHESTER BOULEVARD 'NORTH KIER &WRIGHT DESCRIPTION: SYSTEM NETWORK CIVIL ENGINEERS B SURVEYORS,INC. JOB: A07036-3 Q 30 60 90 DATE: 05.12.2015 SHEET: 2 OF 3 s�aie,"=30ft 0 OF- ly Lx-�--X—X—X -- — ---- —— �---—'� -- —. —— �.\;�>y'�' -I i — ---- — -- — ---- — _— _ --- -- — — --- — ----- -- -- -- - - �, ,.., — -2 P-2 — — —ss M a. w, —�v �, `J` LJ u ��� �'� '' MH-4 r I MH-3 a , Y y !CB-3 j I rz CM-2 \ x \ l CB-11 m CM-1 ❑ �c� j I I I USER: AVERA I:\PRDJECTS\A07036-3\DQCS\CIVIL\STUDIES&ESTUdATES\HYDRAULICS\C-HYDR.DWG 05/12—%,11 L7xAA�L i I "L k H Y UKAULIL; UALUULA I IUIVS PROJECT: 2295 & 2305 WINCHESTER BOULEVARD KIER &WRIGHT DESCRIPTION: SYSTEM DATA CIVIL ENGINEERS&SURVEYORS,INC. JOB: A07036-3 DATE: 05.12.2015 SHEET: 3 OF 3 System Capacity Flow / Velocity Length Diameter Depth CA (Full Flow) Total Flow Capacity (Average) Label (Unified) (ft) (in) (Normal) (ft) Slope (ft/ft) Material Manning's n (acres) (fP/s) (ft3/s) (Full) (%) MIS) P-1 71 ft. 15 in. 0.5 0.0040 RCP 0.013 0.729 4.13 1.22 30% 2.93 P-2 129 ft. 15 in. 0.4 0.0040 RCP 0.013 0.475 4.10 0.83 20% 2.62 P-3 37 ft. 12 in. 0.3 0.0100 RCP 0.013 0.475 3.56 0.83 23% 3.70 P-4 37 ft. 8 in. 0.4 0.0050 PVC 0.010 0.475 1.10 0.84 77% 3.46 P-5 25 ft. 12 in. 0.2 0.0230 PVC 0.010 0.284 6.99 0.52 7% 5.21 P-6 74 ft. 8 in. 0.3 0.0050 PVC 0.010 0.191 1.11 0.35 31% 2.81 P-7 27 ft. 8 in. 0.2 0.0150 PVC 0.010 0.191 1.91 0.35 18% 4.17 P-8 25 ft. 15 in. 0.3 0.0050 RCP 0.013 0.254 4.66 0.46 10% 2.42 P-9 14 ft. 12 in. 0.2 0.0190 RCP 0.013 0.254 4.95 0.46 9% 3.94 Local Inlet Flow Elevation Elevation Drainage Local CA Time Depth (In) Depth (Out) System CA Label (Rim) (ft) (Invert) (ft) Area (acres) Inlet C (acres) (min) (ft) (ft) (acres) C13-1 207.60 204.60 0.23 0.83 0.191 10 0.27 0.27 0.191 C13-2 207.40 204.40 0.34 0.84 0.284 10 0.30 0.30 0.284 C13-3 208.25 203.16 0.28 0.90 0.254 10 0.28 0.28 0.254 Time of Catchment Catchment Hydraulic Hydraulic Catchment Concentrati Outflow Intensity Rational Elevation Elevation Elevation Grade Line Grade Line Label Area (acres) Rational C CA(acres) on (min) Node (in/h) Flow (fN/s) Label (Ground) (ft) (Rim) (ft) (Invert)(ft) (In) (t) (Out) (ft) CM-1 0.23 0.83 0.19 10 C13-1 1.8 0.35 MHA 208.80 208.80 202.76 203.23 203.23 CM-2 0.34 0.84 0.28 10 C13-2 1.8 0.52 MH-2 208.00 208.00 203.28 203.66 203.66 CM-3 0.28 0.90 0.25 10 C13-3 1.8 0.46 MH-3 207.80 207.80 203.65 204.03 204.03 MH-4 208.90 208.90 202.89 203.23 203.23 Hydraulic Flow Elevation Elevation Grade Line (Outfall) System CA Label (Ground) (ft) (Invert) (ft) (ft) (fP/s) (acres) OF-1 208.30 202.47 202.47 1.2 0.73 USER: AVERA I:\PROJECTS\A07036-3\DOCS\CIVIL\STUDIES&ESTIMATES\HYDRAULICS\C-HYDR.DWG 05/12/2015 11:17 AM i i CN . • C, .* 0 e •' f .i . 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