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i PLEASE KEEP THIS SHEET ON TOP Project Fact Sheet 1. Project Address:1323 PARSONS AVENUE ENC 2016- ( 2. APN: 3. Owner Name(s):OMID SHAKERI 4. Owner Address: 5. Owner Phone: 6. File No. (Planning)PLN2016-034, 035, 036, & 037 7. Project Planner: Stephen Rose, Project Planner/ 8. Cross Reference File(s) C W 13 Y-1 /&�G-d.") 9. Condition of Approval: Circle one: City Counci Planning Commission Comm Dev. Director Resolution No. 10. Architect: 11. Architect Address: 12. Architect Phone: 13. Engineer Name: Saeid Razavi, PE SMP ENGINEERS PHONE:(650)941-8055 FAX: (650) 941-8755 CELL: (408) 472-5062 14. Surveyor Name: 15. Surveyor Address: 16. Surveyor Phone: 17. Monumentation Security Amount: 18. Project Description:Application to Change the Zoning from R1-6 to P-D, Subdivide existing 32,155 sq.ft., property into four single family lots and one common lot(Tract Map) Planned Development Permit to allow for the construction of four 2-story houses. r— r' DOCUMENT: 22960504 Pages: 3 RECORDING REQUESTED BY:Chicago No.: FWPS-986141061 II�,I�`I�IIII�IIII��`Il�����lllll Copies. '. 1320.00 Order II��III��I P AMT PAID 1371.00 When Recorded Mail Document and Tax Statements To: REGINA ALCOMENDRAS RDE # 008 The Ridgecrest Group, Inc. SANTA CLARA COUNTY RECORDER 5/21/2015 3395 S. Bascom Avenue Recorded at the request of 8:00 AM Campbell, California 95008 Chicago Title Property Address: 1323 Parsons Avenue, SPACE ABOVE THIS LINE FOR RECORDER'S USE Campbell,CA 95008 APN/Parcel I D(s): 414-37-008 GRANT DEED The undersigned grantor(s)declare(s) l- Kent Kinchu Leung ❑ This transfer is exempt from the documentary transfer tax. Q The documentary transfer taxis$1,320.00 and is computed on: Q the full value of the interest or property conveyed. ❑ the full value less the liens or encumbrances remaining thereon at the time of sale. . The property is located in 0 the City of Campbell. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Kent Kinchu Leung and Lynn Wong Leung;Trustees of the Leung Trust created on September 13,2000 hereby GRANT(S)to The Ridgecrest Group , Inc., a California Corporation the following described real property in the City of Campbell,County of Santa Clara,State of California: SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF Dated: February 21,2015 IN WITNESS WHEREOF,the undersigned have executed this document on the date(s)set forth below. KennttKinchu Leung,Trustees / FLypri Wong L'eung,�Trustee MAIL TAX STATEMENTS AS DIRECTED ABOVE Grant Deed Printed: 05.18.15 @ 03:10 PM SCA0000129.doc t Updated: 11.21.14 CA-CT-FWPS-02180.054986-FWPS-2986141061 PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2016 TO: Finance PUBLIC WORKS FILE N ENC 2016-216 PROPERTY ADDRESS 1323 PARSONS AVENUE Please collect&receipt for the following monies: ACCT: ITEM AMOUNT LAND DEVELOPMENT 2 Encroachment Permit Appflcation ee Non-Utility Encroachment Permit I �r _I _ Minor Encroachment Permit<$10,G: " r ",: + +-=: ; ,'; - Initial R-1 Permit ;` Subsequent R-1 Permits within Tw rv' Inspection Fee Minimum Charge p, ` F71 r; Street Tree Planting/Removal 2203 ($500 per Tree Planting Dep. as 22031 Plan Check Deposit 2%of Engine(- ;" . _ i Utility and R-1 Permits 4722 Grading&Drainage Plan Review - r - Single Family Lot Site< 10,000 s.f. Site>_10,000 s.f. <0.5 Acre Site>_0.5 Acre {s� =-4722 NPDES Review(C3 Requirements) " ; ' (' For projects not required to submi I CO t For projects required to submit nu r, r Impervious Area 10,000 Sc `" 'LI Impervious Area 1 Acre or i 4722 For projects sent to Consultant fo IGVIGYV VVI IJUIlPl11 vvai �v Ju 4722 Additional treatment facilities $300 ea Plan Check& Inspection Fee(Non-Utility) 4722 Engr.Est.<$250,000 14%of Engineer's Estimate $ 6,580.00 4722 Engr. Est.>_$250,000 and<_$500,000 $35,000+8%of Engineers Estimate 4722 Engr. Est. >$500,000 $55,000+7%of Engineers Estimate 2203 Emergency Cash Deposit 4%of Engr. Est."($500 min/$10,000 Max) $ 1,880.00 2203 Faithful Performance Security(FPS) 100%of ENGR. EST.* 2203 Labor and Materials Security 100%of ENGR.-EST.* 4721 Storm Drainage Area Fee Per Acre R-1 $2,120.00 (Multi-Res$2,385.00) (All Other$2,650.00) 4722 Parcel Map(4 Lots or Less) $4009.00+$87/lot 4722 Final Tract Map(5 or More Lots) $4,871.00+ 118/lot 2203 Monumentation Security 100%of City's Monumentation Estimate 4920 Parkland Dedication Fee(75%/25% Due Upon Cert.of Occupancy) 4722 Lot Line Adjustment(Includes Certificate of Compliance) $1,893.00 4722 Vacation of Public Streets&Easements $2,530.00 4722 Certificate of Compliance $1,877.00 4722 Certificate of Correction $561.00 4722 Document Recording Fees $15.00/first page$3 ea.Additional 4722 Private Improvement in Public ROW $50.00 4722 Approved Plan Revision Fee $100/sheet 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $895.00 Each Additional Lot $281.00 511.7424 Postage MISCELLANEOUS Other(Please Specify) *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $ 8,460.00 NAME OF APPLICANT OMID SHAKER] NAME OF PAYOR PHONE ADDRESS `t ZIPv .= a a ' 71 FOR RECEIVED BY CITY CLERK n Y a .F CAAMP k-LL ONLY Date Receipt# � J:\LnndD,,API-CheckC mentW-S—ft Projects-AlUm Project in Progress\Parson,13231FeeslPersons Pees c 1' IC WORKS DEPARTMENT LAND DEVELOPN:_... Effective July 1,2016 TO: Finance PUBLIC WORKS FILE Ni ENC 2016-216 PROPERTY ADDRESS 1323 PARSONS AVENUE Please collect&receipt for the following monies: ACCT. ITEM AMOUNT LAND DEVELOPMENT 4122 ncroac ment Permit pp ication ee Non-Utility Encroachment Permit Major>_$10,000 $403.00 Minor Encroachment Permit<$10,000 $230.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $230.00 Inspection Fee Minimum Charge per Location. $398.00 Street Tree Planting/Removal N/C 2203 ($500 per Tree Planting Deposit Required) $500.00/tree 22031 Plan Check Deposit 2%of Engineer's Estimate $500.00 min Utility and R-1 Permits no deposit required 4722 Grading& Drainage Plan Review Single Family Lot $281.00 Site< 10,000 s.f. $841.00 Site>_ 10,000 s.f. <0.5 Acre $1,127.00 Site>_0.5 Acre $1,688.00 4722 NPDES Review(C3 Requirements) For projects not required to submit numeric sizing $163.00 For projects required to submit numeric sizing Impervious Area 10,000 Sq. Ft to 1 Acre $704.00 Impervious Area 1 Acre or more $918.00 4722 For projects sent to Consultant for review Consultant Cost+20% 4722 Additional treatment facilities $300 ea Plan Check&Inspection Fee(Non-Utility) 4722 Engr. Est. <$250,000 14%of Engineer's Estimate $ 4722 Engr.-Est.>_$250,000 and 5$500,000 $35,000+8%of Engineers Estimate 4722 Engr. Est. >$500,000 $55,000+7%of Engineers Estimate 2203 Emergency Cash Deposit 4%of Engr. Est.*($500 min/$10,000 Max) $ 2203 Faithful Performance Security(FPS) 100%of ENGR. EST.* $ 47,000.00 2203 Labor and Materials Security 100%of ENGR. EST.* 4721 Storm Drainage Area Fee Per Acre R-1 $2,120.00 (Multi-Res$2,385.00) (All Other$2,650.00) 4722 Parcel Map(4 Lots or Less) $4009.00+$87/lot 4722 Final Tract Map(5 or More Lots) $4,871.00+ 118/lot 2203 Monumentation Security 100%of City's Monumentation Estimate $ 16,000.00 4920 Parkland Dedication Fee(75%/25%Due Upon Cert.of Occupancy) $ 40,839.75 4722 Lot Line Adjustment(Includes Certificate of Compliance) $1,893.00 4722 Vacation of Public Streets&Easements $2,530.00 4722 Certificate of Compliance $1,877.00 4722 Certificate of Correction $561.00 4722 Document Recording Fees $15.00/first page$3 ea.Additional 4722 Private Improvement in Public ROW $50.00 4722 Approved Plan Revision Fee $100/sheet 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $895.00 Each Additional Lot $281.00 511.7424 Postage MISCELLANEOUS Other(Please Specify) *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $ NAME OF APPLICANT OMID SHAKERI NAME OF PAYOR PH'6464 ADDRESS ZIP#. FOR RECEIVED B& - ITY CLERK G� ONLY Date Receipt J c-x c a 4+ S2 OF Gykw f ly= 01 o677y P7m/THE QmEmgT Sm mDACS DATE: 022dQ ;ySR DATE: 9Ggd 2+: Q:/ DESCRIPTION AMOUNT qS S:D9gd6 REFaPOSiT w&GEC+ GmL AW'D +S CAT qFHE w%SSA q3 D= 6 m§ . DEPOSIT - ±! 4«+&m TOTAL �: QS AN J5 ygEym 1103,S39.75 CHANGE: bm CHECK . 26,000.00 RED 5 7021 CHECK DE AW SQ . I ; 9ymGm GF 3NU» POD i Fidelity National ocJ7 2016 Title Company Public Works Administration rnstratlon PRELIMINARY REPORT In response to the application for a policy of title insurance referenced herein, Fidelity National Title 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 herein or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations or Conditions 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 Attachment One. 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 Homeowne►'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 Attachment One. Copies of the policy forms should be read. They are available from the office which issued this report. 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 policy(ies) of title insurance to be issued hereunder will be policy(ies) of Fidelity National Title Insurance Company, a California corporation. Please read the exceptions shown or referred to herein and the exceptions and exclusions set forth in Attachment One 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. Fidelity National Title Insurance Company By: President .1•LE Countersigned By: Attest: SEAL ^ Authorized Officer or Agent q Secretary CLTA Preliminary Report Form-Modified(11.17.06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 1 CA—SPS-1-16-FSBC-0301600107 Visit Us on our Website: www.fntic.com = Fidelity National Title Company ISSUING OFFICE. 675 N. First Street,4th Floor, San Jose, CA 95112 FOR SETTLEMENT INQUIRIES,CONTACT. Fidelity National Title Company 1100 Lincoln Ave., Suite 201 • San Jose, CA 95125 (408)961-6150 • FAX(408)297-1709 Another Prompt Delivery From Fidelity National Title Company Tide Department Where Local Experience And Expertise Make A Difference PRELIMINARY REPORT Update A Title Officer: Deneen Glowniak Escrow Officer: Kristina Rose Email: Deneen.Glowniak@titlegroup.fntg.com Email: Kristina.Rose@fnf.com Title No.: FSBC-0301600107-DG Escrow No.: FSBC-0301600107-KR TO: Omid Shakeri Attn: PROPERTY ADDRESS(ES): 1323 Parsons Avenue, Campbell, CA EFFECTIVE DATE: September 23,2016 at 07:30 AM The form of policy or policies of title insurance contemplated by this report is: 1. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A Fee 2. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: The Ridgecrest Group, Inc.,a California Corporation 3. THE LAND REFERRED TO IN THIS REPORT IS DESCRIBED AS FOLLOWS: SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF CLTA Preliminary Report Form-Modified(11.17.06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 2 CA—SPS-1-16-FSBC-0301600107 L i EXHIBIT "A" Legal Description For APN/Parcel ID(s): 414-37-008 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CAMPBELL, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PORTION OF LOT 2, AS SHOWN UPON THAT CERTAIN MAP ENTITLED "REDDING FARM TRACT", WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1891 IN BOOK E OF MAPS AT PAGE 115, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE NORTHERLY COMMON CORNER FOR LOTS 2 AND 3, AS SAID LOTS ARE SHOWN UPON THE MAP REFERRED TO; THENCE FROM SAID POINT OF BEGINNING SOUTH 89' 25' 50" EAST ALONG THE NORTHERLY LINE OF SAID LOT 2 FOR A DISTANCE OF 108.04 FEET TO AN IRON PIPE SET AT THE NORTHWESTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM JOHN GOMES, ET UX TO W. MARVIN DRAPER, JR., ET UX, DATED OCTOBER 18, 1948, RECORDED APRIL 5, 1949 IN BOOK 1768 OFFICIAL RECORDS, PAGE 228, SANTA CLARA COUNTY RECORDS; THENCE SOUTH 0° 01' 00" EAST ALONG THE WESTERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER, 207.18 FEET TO AN IRON PIPE SET AT THE SOUTHWESTERLY CORNER THEREOF; THENCE SOUTH 89° 41' 10" EAST ALONG THE SOUTHERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER, 99.50 FEET TO AN IRON PIPE WHICH IS DISTANT THEREON NORTH 89°41' 10" WEST 10.00 FEET FROM AN IRON PIPE SET AT THE SOUTHEASTERLY CORNER THEREOF ON THE WESTERLY LINE OF"TRACT NO. 1314 BROOKSIDE MANOR",A MAP OF WHICH WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF SANTA CLARA, STATE OF CALIFORNIA, ON JANUARY 25, 1955, IN BOOK 54 OF MAPS, AT PAGES 22 AND 23; THENCE SOUTH 0° 20' 00" WEST AND PARALLEL WITH THE SAID WESTERLY LINE OF TRACT NO. 1314 FOR A DISTANCE OF 62.02 FEET TO AN IRON PIPE; THENCE NORTH 89°40' 00"WEST 70.50 FEET TO AN IRON PIPE; THENCE NORTH 85'44'45"WEST 69.13 FEET TO AN IRON PIPE AND NORTH 54' 08' 45" WEST 84.99 FEET TO AN IRON PIPE SET ON THE DIVIDING LINE BETWEEN SAID LOTS 2 AND 3 ABOVE REFERRED TO; THENCE NORTH 0° 18' 00" EAST ALONG SAID DIVIDING LINE,215.50 FEET TO THE POINT OF BEGINNING. CLTA Preliminary Report Form-Modified(11.17.06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doo/Updated: 08.12.16 3 CA—SPS-1-16-FSBC-0301600107 e Title No.: FSBC-0301600107-DG Update: A AT THE DATE HEREOF, EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1. Property taxes, including any personal property taxes and any assessments collected with taxes are as follows: Code Area: 010-009 Tax Identification No.: 414-37-008 Fiscal Year: 2016-2017 1st Installment: $7,442.78 Open 2nd Installment: $7,442.78 Open Land: $913,725.00 Improvements: $304,575.00 Prior to close of escrow, please contact the Tax Collector's Office to confirm all amounts owing, including current fiscal year taxes, supplemental taxes, escaped assessments and any delinquencies. 2. The herein described property lies within the boundaries of a Mello-Roos Community Facilities District (CFD), as follows: CFD No. 2013-1 For: Library Services Disclosed By: Notice of Special Tax Lien Recording Date: January 22, 2014 Recording No.: Instrument No. 22502535, of Official Records This property, along with all other parcels in the CFD, is liable for an annual special tax.This special tax is included with and payable with the general property taxes of the City of Campbell, County of Santa Clara. The tax may not be prepaid. Further information my be obtained by contacting: Fiscal Agent of the Santa Clara County Library District Joint Powers 1370 Dell Avenue Campbell CA 95008 408-293-2326 x3004 3. The herein described Land is within the boundaries of the Mello-Roos Community Facilities District(s). The annual assessments, if any, are collected with the county property taxes. Failure to pay said taxes prior to the delinquency date may result in the above assessment being removed from the county tax roll and subjected to Accelerated Judicial Bond Foreclosure. Inquiry should be made with said District for possible stripped assessments and prior delinquencies. 4. The lien of supplemental or escaped assessments of property taxes, if any, made pursuant to the provisions of Chapter 3.5(commencing with Section 75)or Part 2, Chapter 3,Articles 3 and 4, respectively, of the Revenue and Taxation Code of the State of California as a result of the transfer of title to the vestee named in Schedule A or as a result of changes in ownership or new construction occurring prior to Date of Policy. CLTA Preliminary Report Form-Modified(11.17.06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 4 CA—SPS-1-16-FSBC-0301600107 Title No.: FSBC-0301600107-DG Update: A EXCEPTIONS (continued) 5. Any liens or other assessments, bonds, or special district liens including without limitation, Community Facility Districts,that arise by reason of any local, City, Municipal or County Project or Special District. 6. Easement(s)for the purpose(s) shown below and rights incidental thereto as condemned by an instrument, Entitled: Final Judgement of Condemnation Court: Superior Court, County of Santa Clara Case No.: 78301 In favor of: County Sanitation District No.4 of the County of Santa Clara Purpose: Sewerlines Recording Date: May 4, 1955 Recording No.: Book 3159, Page 339, of Official Records. Affects: The Northerly 5 feet of said land 7. A deed of trust to secure an indebtedness in the amount shown below, Amount: $720,000.00 Dated: July 1, 2015 Trustor/Grantor: The Ridgecrest Group, Inc., a California Corporation Trustee: Western Alliance Bank, an Arizona Corporation Beneficiary: Western Alliance Bank, an Arizona corporation Loan No: 21666-3 Recording Date: July 10, 2015 Recording No.: 23012689, of Official Records. 8. The Company will require the following documents for review prior to the issuance of any title insurance predicated upon a conveyance or encumbrance by the corporation named below. Name of Corporation: The Ridgecrest Group, Inc. a) A Copy of the corporation By-laws and Articles,of Incorporation b) An original or certified copy of a resolution authorizing the transaction contemplated herein. c) If the Articles and/or By-laws require approval by a"parent"organization, a copy of the Articles and By-laws of the parent. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 9. Matters which may be disclosed by an inspection and/or by a correct ALTA/ACSM Land Title Survey of said Land that is satisfactory to the Company, and/or by inquiry of the parties in possession thereof. CLTA Preliminary Report Form-Modified(11.17.06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doe/Updated: 08.12.16 5 CA—SPS-1-16-FSBC-0301600107 Title No.: FSBC-0301600107-DG Update: A EXCEPTIONS (continued) 10. Information has been provided to the Company which discloses that a work of improvement is contemplated, in progress or recently completed. To assist the Company in determining if it can give the priority coverage contained within the policy contemplated by this report, please provide the following: a) Current Financial Statement and/or Current Loan Application. b) Project Cost Breakdown. c) Completed Loss of Priority Questionnaire. (This form furnished by the Company.) d) A fully executed Indemnity Agreement. (This form furnished by the Company.) e) If work has commenced prior to the recordation of the Construction Deed of Trust, there will be further requirements and the closing of the transaction could be delayed. f) Copy of current appraisal g) Copy of loan agreement and disbursement schedules h) Name of Fund Control/Disbursement Agent Work may include, among other things, any preparation of the site for the planned construction, delivery of construction materials or equipment andany labor furnished. The Company reserves the right to add additional items and/or make further requirements after review of the requested documentation. END OF EXCEPTIONS CLTA Preliminary Report Form-Modified(11.17.06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 6 CA—SPS-1-16-FSBC-0301600107 Title No.: FSBC-0301600107-DG Update: A NOTES Note 1. Note: The name(s) of the proposed insured(s)furnished with this application for title insurance is/are: No names were furnished with the application. Please provide the name(s)of the buyers as soon as possible. Note 2. Note:The Company is not aware of any matters which would cause it to decline to attach CLTA Endorsement Form 116 indicating that there is located on said Land a Single Family Residence, known as 1323 Parsons Avenue, Campbell, California,to an Extended Coverage Loan Policy. Note 3. Note: The only conveyances(s) affecting said Land,which recorded within 24 months of the date of this report, are as follows: Grantor: Kent Kinchu Leung and Lynn'Wong Leung, Trustees of the Leung Trust created on September 13,2000 Grantee: The Ridgecrest Group, Inc., a California Corporation Recording Date: May 21, 2015 Recording No.: 22960504, of Official Records. Note 4. If a county recorder,title insurance company, escrow company, real estate agent or association provides a copy of the declaration, governing document or deed to any person, California law requires that the document provided shall include a statement regarding any unlawful restrictions. Said statement is to be in at least 14-point bold faced typed and may be stamped on the first page of any document provided or included as a cover page attached to the requested document. Should a party to this transaction request a copy of any document reported herein that fits this category,the statement is to be included in the manner described. Note 5. Any documents being executed in conjunction with this transaction must be signed in the presence of an authorized Company employee, an authorized employee of an agent, an authorized employee of the insured lender, or by using Bancsery or other approved third-party service. If the above requirements cannot be met, please call the company at the number provided in this report. Note 6. Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. Note 7. The County of Santa Clara imposes a Monument Preservation fee of$10.00 for the recording of any Deed with a legal description other than an entire lot as shown on recorded final map. END OF NOTES CLTA Preliminary Report Form-Modified(11.17.06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 7 CA—SPS-1-16-FSBC-0301600107 FIDELITY NATIONAL FINANCIAL, INC. PRIVACY NOTICE Effective: April 1,2016 Order No.: FSBC-0301600107-KR At Fidelity National Financial, Inc. and its majority-owned subsidiary companies (collectively, "FNF", "our" or"we"),we value the privacy of our customers. This Privacy Notice explains how we collect, use, and protect your information and explains the choices you have regarding that information. A summary of our privacy practices is below. We also encourage you to read the complete Privacy Notice following the summary. Types of Information Collected.You may provide us with How Information is Collected. We may collect personal certain personal information, like your contact information, information directly from you from applications, forms, or social security number (SSN), driver's license, other communications we receive from you, or from other government ID numbers, and/or financial information. We sources on your behalf, in connection with our provision of may also receive information from your Internet browser, products or services to you. We may also collect browsing computer and/or mobile device. information from your Internet browser, computer, mobile device or similar equipment. This browsing information is generic and reveals nothing personal about the user. Use of Your Information.We may use your information to Security Of Your Information. We utilize a combination provide products and services to you (or someone on your of security technologies, procedures and safeguards to behalf), to improve our products and services, and to help protect your information from unauthorized access, communicate with you about our products and services. use and/or disclosure.We communicate to our employees We do not give or sell your personal information to parties about the need to protect personal information. outside of FNF for their use to market their products or services to you. Choices With Your Information.Your decision to submit When We Share Information. We may disclose your personal information is entirely up to you. You can opt-out information to third parties providing you products and of certain disclosures or use of your information or choose services on our behalf, law enforcement agencies or to not provide any personal information to us. governmental authorities, as required by law, and to parties with whom you authorize us to share your information. Information From Children. We do not knowingly collect Privacy Outside the Website.We are not responsible for information from children under the age of thirteen(13), the privacy practices of third parties, even if our website and our websites are not intended to attract children. links to those parties'websites. Access and Correction. If you desire to see the Do Not Track Disclosures. We do not recognize "do not information collected about you and/or correct any track"requests from Internet browsers and similar devices. inaccuracies, please contact us in the manner specified in this Privacy Notice. The California Online Privacy Protection Act. Certain International Use. By providing us with your information, FNF websites collect information on behalf of mortgage you consent to the transfer, processing and storage of loan servicers. The mortgage loan servicer is responsible such information outside your country of residence, as well for taking action or making changes to any consumer as the fact that we will handle such information consistent information submitted through those websites. with this Privacy Notice. Your Consent To This Privacy Notice. By submitting Contact FNF. If you have questions or wish to contact us information to us and using our websites, you are regarding this Privacy Notice, please use the contact accepting and agreeing to the terms of this Privacy Notice. information provided at the end of this Privacy Notice. Privacy Statement Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 CA-FT-FSBC-01500.080030-FSBC-0301600107 FIDELITY NATIONAL FINANCIAL, INC. PRIVACY NOTICE FNF respects and is committed to protecting your privacy. We may collect Browsing Information from you as follows: We pledge to take reasonable steps to protect your Personal • Browser Log Files.Our servers automatically log,collect and Information(as defined herein)and to ensure your information is record certain Browsing Information about each visitor to the used in compliance with this Privacy Notice. Website. The Browsing Information includes only generic This Privacy Notice is only in effect for information collected information and reveals nothing personal about the user. and/or owned by or on behalf of FNF,including collection through • Cookies.From time to time,FNF may send a"cookie"to your any FNF website or online services offered by FNF (collectively, computer when you visit the Website. A cookie is a small the "Website"), as well as any information collected offline piece of data that is sent to your Internet browser from a web (e.g.,paper documents). 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The types of personal information FNF Use of Collected Information collects may include,but are not limited to: Information collected by FNF is used for three(3)main purposes: • contact information (e.g., name, address, phone number, • To provide products and services to you, or to one or more email address); third party service providers who are performing services on • social security number (SSN), driver's license, and other your behalf or in connection with a transaction involving you; government ID numbers;and a To improve our products and services;and • financial account or loan information. . To communicate with you and to inform you about FNF's Browsing Information. The types of browsing information FNF products and services. collects may include,but are not limited to: When We Share Information • Internet Protocol(or IP)address or device ID/UDID,protocol We may share your Personal Information (excluding information and sequence information; we receive from consumer or other credit reporting agencies)and • browser language; Browsing Information with certain individuals and companies, as • browser type; permitted by law, without first obtaining your authorization. Such disclosures may include,without limitation,the following: • domain name system requests; • to agents, representatives, or others to provide you with • browsing history; services or products you have requested,and to enable us to • number of clicks; detect or prevent criminal activity, fraud, or material misrepresentation or nondisclosure; • hypertext transfer protocol headers;and • to third-party contractors or service providers who provide • application client and server banners. services or perform other functions on our behalf; How Information is Collected • to law enforcement or other governmental authority in In the course of our business, we may collect Personal connection with an investigation, or civil or criminal Information about you from the following sources: subpoenas or court orders;and/or • applications or other forms we receive from you or your • to other parties authorized to receive the information in authorized representative,whether electronic or paper; connection with services provided to you or a transaction • communications to us from you or others; involving you. • information about your transactions with, or services performed by,us,our affiliates or others;and • information from consumer or other reporting agencies and public records that we either obtain directly from those entities,or from our affiliates or others. Privacy Statement Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 CA-FT-FSBC-01500.080030-FSBC-0301600107 We may disclose Personal Information and/or Browsing Privacy Outside the Website Information when required by law or in the good-faith belief that The Website may contain links to other websites,including links to such disclosure is necessary to: websites of third party service providers.FNF is not and cannot be • comply with a legal process or applicable laws; responsible for the privacy practices or the content of any of those • enforce this Privacy Notice; other websites. • investigate or respond to claims that any information International Users provided by you violates the rights of a third party;or Because FNF's headquarters is located in the United States, we • protect the rights, property or personal safety of FNF, its may transfer your Personal Information and/or Browsing users or the public. Information to the United States. By using our website and providing us with your Personal Information and/or Browsing We make efforts to ensure third party contractors and service Information, you understand and consent to the transfer, providers who provide services or perform functions on our behalf processing and storage of such information outside your country protect your information. We limit use of your information to the of residence, as well as the fact that we will handle such purposes for which the information was provided.We do not give information consistent with this Privacy Notice. or sell your information to third parties for their own direct marketing use. Do Not Track Disclosures Currently, our policy is that we do not recognize "do not track" We reserve the right to transfer your Personal Information, requests from Internet browsers and similar devices. Browsing Information, as well as any other information, in connection with the sale or other disposition of all or part of the The California Online Privacy Protection Act FNF business and/or assets, or in the event of our bankruptcy, For some websites which FNF or one of its companies owns,such reorganization, insolvency, receivership or an assignment for the as the Customer CareNet("CCN"), FNF is acting as a third party benefit of creditors.You expressly agree and consent to the use service provider to a mortgage loan servicer. In those instances, and/or transfer of this information in connection with any of the we may collect certain information on behalf of that mortgage loan above described proceedings. We cannot and will not be servicer,including: responsible for any breach of security by any third party or for any first and last name; actions of any third party that receives any of the information that 0 property address; is disclosed to us. user name and password; Choices With Your Information 0 loan number; Whether you submit your information to FNF is entirely up to you. social security number-masked upon entry; If you decide not to submit your information,FNF may not be able email address; to provide certain products or services to you.You may choose to prevent FNF from using your information under certain security questions and answers;and circumstances ("opt out"). You may opt out of receiving IP address. communications from us about our products and/or services. The information you submit is then transferred to your mortgage Security And Retention Of Information loan servicer by way of CCN. The mortgage loan servicer is FNF is committed to protecting the information you share with us responsible for taking action or making changes to any and utilizes a combination of security technologies, procedures consumer information submitted through this website. For and safeguards to help protect it from unauthorized access, use example, if you believe that your payment or user information and/or disclosure. FNF trains its employees on privacy practices is incorrect,you must contact your mortgage loan servicer. and on FNF's privacy and information security policies. FNF works hard to retain information related to you only as long as CCN does not share consumer information with third parties,other reasonably necessary for business and/or legal purposes. than those with which the mortgage loan servicer has contracted to interface with the CCN application. All sections of this Privacy Information From Children Notice apply to your interaction with CCN, except for the sections The Website is meant for adults.The Website is not intended or titled Choices with Your Information,and Access and Correction.If designed to attract children under the age of thirteen(13).We do you have questions regarding the choices you have with regard to not collect Personal Information from any person that we know to your personal information or how to access or correct your be under the age of thirteen(13) without permission from a personal information,contact your mortgage loan servicer. parent or guardian. Contact FNF Access and Correction Please send questions and/or comments related to this Privacy To access your Personal Information in the possession of FNF Notice by email at privacvno.fnf.com or by mail at: and correct inaccuracies, please contact us by email at privaGY(d)fnf.com or by mail at: Fidelity National Financial,Inc. 601 Riverside Avenue Fidelity National Financial, Inc. Jacksonville,Florida 32204 601 Riverside Avenue Attn: Chief Privacy Officer Jacksonville,Florida 32204 Attn: Chief Privacy Officer Copyright @ 2016.Fidelity National Financial, Inc. Your Consent To This Privacy Notice All Rights Reserved. By submitting Personal Information and/or Browsing Information EFFECTIVE AS OF APRIL 1,2016 to FNF, you consent to the collection and use of information by FNF in compliance with this Privacy Notice.We reserve the right to make changes to this Privacy Notice. If we change this Privacy Notice,we will post the revised version on the Website. Privacy Statement Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 CA-FT-FSBC-01500.080030-FSBC-0301600107 ATTACHMENT ONE CALIFORNIA LAND TITLE ASSOCIATION 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 or 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. Attachment One(05/06/16) ATTACHMENT ONE (CONTINUED) CLTA HOMEOWNER'S POLICY OF TITLE INSURANCE (12-02-13) ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE EXCLUSIONS In addition to the Exceptions in Schedule B,You are not insured against loss,costs,attomeys'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 11 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: • 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: 1.00%of Policy Amount Shown in Schedule A $ 10,000.00 or $2,500.00 (whichever is less) Covered Risk 18: 1.00%of Policy Amount Shown in Schedule A $ 25,000.00 or $5,000.00 (whichever is less) Covered Risk 19: 1.00%of Policy Amount Shown in Schedule A $ 25,000.00 or $5,000.00 (whichever is less) Covered Risk 21: 1.00%of Policy Amount Shown in Schedule A $ 5,000.00 or $2,500.00 (whichever is less) Attachment One(05/06/1 6) ATTACHMENT ONE (CONTINUED) 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 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 [Except as provided in Schedule B- Part II,[t[or T]his 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 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.] PART II 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:] Attachment One(05/06/16) ATTACHMENT ONE (CONTINUED) 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 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 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: [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 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.] 7. [Variable exceptions such as taxes,easements,CC&R's,etc.,shown here.] Attachment One(05106/16) ATTACHMENT ONE (CONTINUED) ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY-ASSESSMENTS PRIORITY(04-02-15) 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 govemmental 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 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 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. 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. Attachment One(05/06116) J Notice of Available Discounts Pursuant to Section 2355.3 in Title 10 of the California Code of Regulations Fidelity National Financial, Inc. and its subsidiaries ("FNF") must deliver a notice of each discount available under our current rate filing along with the delivery of escrow instructions, a preliminary report or commitment. Please be aware that the provision of this notice does not constitute a waiver of the consumer's right to be charged the filed rate. As such, your transaction may not qualify for the below discounts. You are encouraged to discuss the applicability of.one or more of the below discounts with a Company representative. These discounts are generally described below; consult the rate manual for a full description of the terms, conditions and requirements for such discount. These discounts only apply to transactions involving services rendered by the FNF Family of Companies. This notice only applies to transactions involving property improved with a one-to-four family residential dwelling. Not all discounts are offered by every FNF Company. The discount will only be applicable to the FNF Company as indicated by the named discount. FNF Underwritten Title Companies Underwritten by FNF Underwriters CTC—Chicago Title Company CTIC—Chicago Title Insurance Company CLTC—Commonwealth Land Title Company CLTIC—Commonwealth Land Title Insurance Company FNTC—Fidelity National Title Company FNTIC—Fidelity National Title Insurance Company FNTCCA—Fidelity National Title Company of California FNTIC—Fidelity National Title Insurance Company TICOR—Ticor Title Company of California CTIC—Chicago Title Insurance Company LTC—Lawyer's Title Company CLTIC—Commonwealth Land Title Insurance Company Available Discounts DISASTER LOANS (CTIC, CLTIC, FNTIC) The charge for a Lender's Policy (Standard or Extended coverage) covering the financing or refinancing by an owner of record, within twenty-four (24) months of the date of a declaration of a disaster area by the government of the United States or the State of.California on any land located in said area, which was partially or totally destroyed in the disaster,will be fifty percent(50%)of the appropriate title insurance rate. CHURCHES OR CHARITABLE NON-PROFIT ORGANIZATIONS(CTIC, FNTIC) On properties used as a church or for charitable purposes within the scope of the normal activities of such entities, provided said charge is normally the church's obligation the charge for an owner's policy shall be fifty percent (50%) to seventy percent (70%) of the appropriate title insurance rate, depending on the type of coverage selected. The charge for a lender's policy shall be thirty-two percent (32%) to fifty percent (50%) of the appropriate title insurance rate, depending on the type of coverage selected. Notice of Available Discounts Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 CA-FT-FSBC-01500.080030-FSBC-0301600107 _j PRELIMINARY REPORT TOP SHEET Help us stay on top of your transaction! WILL ANY OF THE SITUATIONS AFFECT YOUR TRANSACTION? Are your principals exchanging this property? ❑ Yes ❑ No Will your principals be using a power of attorney? ❑ Yes ❑ No Are any of the parties in title deceased? ❑ Yes ❑ No Has there been a change in marital status? ❑ Yes ❑ No Will there be a new entity formed? ❑ Yes ❑ No ie., partnership or corporation. Are the sellers of this property non-residents of California? ❑ Yes ❑ No If you answered "YES" to any of these questions, Please call your Escrow Officer. Do all parties signing document have valid photo I.D. or drivers license? ❑ Yes ❑ No If"No", now is the time to apply for valid I.D. This is a"Quick List", call your Escrow Officer if you have additional information that you think may be important, or if you have any questions. Thank you for choosing Fidelity National Title Company Preliminary Report Top Sheet Printed: 10.04.16 @ 09:20 PM by SS SCA0002381.doc/Updated: 01.12.12 Page 1 CA-FT-FSBC-01500.080030-FSBC-0301600107 N �M y O OF •y IW- �--SNOSE[Vd- Fz �h6, 1.3 a Z9'Z9 1 � a 0 51202 J 3h w 9b 5 OP � �tio ORp, N i-- Q /�• t0l J 31Vd7 —(liid) NVW2,10f! U Q ¢ d � 502.51Z U \ry\p bO J �12I cc d V1 41 -NJ ---- --�h/ — z � o N ai s rs�Jj m'o W qp� `9B cn Cj6 S O O! w s6`• M Z 0 U W H ! H NbS Y� O N O m This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. 0 e CITY OF CAMPBELL ENGINEERING DIVISION CITY STAFF ME CKLIST .FAR� OR TR�CT 11�A�RECORDING (internal Use':only). y APPLICATION NO(S): ENCROACHMENT PERMIT NO: 2016-216 ADDRESS: 1323 Parsons Avenue APPLICANT NAME AND PHONE: Omid Shakeri CONSULTANT NAME AND PHONE: SMP Engineers AMOUNT DATE RECEIVED I Encroachment Permit Application and Fee $403.00 266505 10/27/16 2 Construction Cost Estimate $47,000.00 3 Engineering Plan Check Deposit $500.00 266505 10/27/16 4 Engineering Plan Check and Inspection Fees $6,580.00 • 5 Faithful Performance Security $47,000.00 6 Labor and Material Security $47,000.00 7 Emergency Cash Deposit $1,880.00 3 8 Storm Drain Area Fee $1,716.98 266505 10/27/16 9 Final Map Fee (Public Works) $5,461.00. 266505 10/27/16 4-0 T+affie b „b 11 Monumentation Security ($1,000/inonument) $16,000.00 & - 12 Park Impact Fees (75%per planning dept) $40,839.75 jlg y - 14 Miscellaneous Fees N/A 15 Standard Agreement (SIA) Pending 16 Special Agreement and Attachments Pending, 17 Statement of Subdivision Security Pending 18 Security Covering Secured Property Taxes and Pending Special Assessments Filed with the Clerk of the Pending Board of Supervisors -19 i e al i,-,•„„-...,effient Dist lets Li ID- - 20 Current Preliminary Title Report Complete 21 Subdivision Guarantee Complete Jan 12, 2017 22 Covenants, Conditions and Restrictions —PQA $- 23 Fictitious Name Certificate and Signature Res. 'tea. 24 Clearance from Lien Holders N/A 25 Right-of-Way by Separate Instrument N/A 26 Soils Report Complete 27 Plans A. Street Improvements 80% complete B. Grading; Drainage, and Utilities 80% complete C. Landscape N/A a D. Traffic Control At time of Construciton; if neeeded E. Final Map 80% complete F. Checklists Signed by Engineer/Surveyor Yes 28 Non-interference Letters (NILS)/Permits A. SCVWD (Water District) 10/28/16 B. WVSD (sewer) 10/31/16 C. SJWC (water) 11/18/1-6 D.PG&E 11/07/16 E. ATT(phone) ldirF. Comcast (tv cable) Pending G. SCCFD (fire) - Pending H. Cal Trans N/A I. City of N/A J. Private N/A K. Other N/A 29 State Construction General Permit (SWPPP) N/A 30 City Council and Planning Comm. Resolution(s) Reso 12041 31 Utility Coordination Plan Street Improvement plan 32 Letter Stating Compliance w/Conds: Of Approval Pending 33 Planning Division Clearance Pending 34 Building Division Clearance (i.e. Demolition Pending 35 Traffic Division Clearance N/A 36 County Planning Tract Number Receipt/Renewal 10392 37 City Will Provide Escrow Letter with ity Responsibilty Recording Instructions 38 One Original of Final Map & One (1) at approval 8.5 x 11 Copy shall be provided by Owner at approval 39 One RecordedCopy of the Final Map at approval 40 CAD Electronic copies of SI/Grading/Map at approval Notes: A. B. Reviewed with, Comments: Prepared by: " (i.e. Burrows Roas, San Tomas Aquino Road, McGlincey Lane Sdiewalk Improvements,Westmont Ave, White Oaks Road Street Improvement,etc.) RESOLUTION NO. 12115 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL APPROVING THE TRACT MAP FOR TRACT NO 10392 AND ACCEPTING THE PUBLIC STREET AND PUBLIC SERVICE EASEMENT OFFERED FOR DEDICATION FOR PROPERTY LOCATED AT 1323 PARSONS AVENUE WHEREAS, On September 6, 2016, the City Council adopted Resolution No. 12041 approving a Tentative Map for the property located at 1323 Parsons Avenue; WHEREAS, public service easement and street dedication are necessary to accommodate the approved use of the property and have been offered for dedication on the Tract Map; and WHEREAS, the Tract Map has been prepared, reviewed by staff, and found to be in compliance with the Tentative Map, the Subdivision Map Act and Title 20 of the Campbell Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Campbell that Tract Map 10392 is hereby approved and the Public Street and Public Service Easements offered for dedication as shown on said map are hereby accepted in conformity with the terms for which they are offered. PASSED AND ADOPTED this 21st day of February, 2017 by the following roll call vote: AYES: Councilmembers: Waterman, Cristina, Landry, Resnikoff, Gibbons NOES: Councilmembers: None ABSENT: Councilmembers: None APPROVED: V- ATTEST: iz h Gibbons, Mayor Wendy Vlod, City Clerk THE FOREGOING INSTRUMENT IS A TRUE AND CORRECT COPY OF THE ORIGINAL ON FILE IN THIS OFFICE. ATTESP WENDY WOOD,CITY CLERK C OF C P13 C BY DATED ' �� Chicago Title Insurance Company GUARANTEE NO.:CACT17743-7743-2980-0097882-SG-CTIC-2017-G14 SUBDIVISION GUARANTEE Chicago Title Insurance Company - a corporation, herein called the Company GUARANTEES Fee: . $300.00 Subdivision: The County of Santa Clara and any City within which said subdivision is located in a sum not exceeding $1,000.00 ..: That,according to those public records which, under the recording laws, impart constructive notice . of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision,the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates 'I consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are: The Ridgecrest Group, Inc., a California Corporation The map hereinbefore referred to is a subdivision of: See Exhibit "A"attached hereto and made a part hereof. Dated: January 12, 2017, 07:30 A.M. Chicago Title InsuranceCompany BY PmWnt R� t apd�.• ATTEST - Countersigned Secrutary is Subdivision Guarantee CLTA Guarantee Form No.14(4/10/75) i, EXHIBIT."A" Legal Description For APN/Parcel ID(s)• 414-37-008 II THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CAMPBELL, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PORTION OF LOT 2, AS SHOWN UPON THAT CERTAIN MAP ENTITLED "REDDING FARM TRACT", WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1891 IN BOOK E OF MAPS AT PAGE 115, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE NORTHERLY COMMON CORNER FOR LOTS 2 AND 3, AS SAID LOTS ARE SHOWN UPON THE MAP REFERRED TO; THENCE FROM SAID POINT OF BEGINNING SOUTH 89' 25' 50" EAST ALONG THE NORTHERLY LINE OF SAID LOT 2 FOR A DISTANCE OF 108.04 FEET TO AN IRON PIPE SET AT THE NORTHWESTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM JOHN GOMES, ET UX TO W. MARVIN DRAPER, JR., ET UX, DATED OCTOBER 18, 1948, RECORDED APRIL 5, 1949 IN BOOK 1768 OFFICIAL RECORDS, PAGE 228, SANTA .CLARA COUNTY RECORDS; THENCE SOUTH 0° 01' 00" EAST ALONG THE WESTERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER, 207.18 FEET TO AN IRON PIPE SET AT THE SOUTHWESTERLY CORNER THEREOF; THENCE SOUTH 89° 41' 10"EAST ALONG THE SOUTHERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER, 99.50 FEET TO AN IRON PIPE WHICH IS DISTANT THEREON NORTH 89°41' 10" WEST 10.00 FEET FROM AN IRON PIPE SET AT THE SOUTHEASTERLY CORNER THEREOF ON THE WESTERLY LINE OF"TRACT NO. 1314 BROOKSIDE MANOR",A MAP OF WHICH WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF SANTA CLARA, STATE OF CALIFORNIA, ON JANUARY 25, 1955, IN BOOK 54 OF MAPS, AT PAGES 22 AND 23; THENCE SOUTH 0° 20' 00" WEST AND PARALLEL WITH THE SAID WESTERLY LINE OF TRACT NO. 1314 FOR A DISTANCE OF 62.02 FEET TO AN IRON PIPE; THENCE NORTH 89°40' 00"WEST 70.50 FEET TO AN IRON PIPE;THENCE NORTH 85°44'45"WEST 69.13 FEET TO AN IRON PIPE AND NORTH 54' 08' 45" WEST 84.99 FEET TO AN IRON PIPE SET ON THE DIVIDING LINE BETWEEN SAID LOTS 2 AND 3 ABOVE REFERRED TO; THENCE NORTH 0° 18' 00" EAST ALONG SAID DIVIDING LINE, 215.50 FEET TO THE POINT OF BEGINNING. i 6 J! CLTA Preliminary Report Forth-Modified(11.17,06) Printed: 10.04.16 @ 09:20 PM by SS SCA0002402.doc/Updated: 08.12.16 3 CA—SPS-1-16-FSBC-0301600107 MINUTES OF THE MEETING The Ridgecrest Group A California Corporation The Board of Directors of The Ridgecrest Group held a meeting at the time,the date and the place set forth herein below for the purpose of authorizing Omid Shakeri to sign the documents, including the final map, related to subdivision and development of the property located at 1323 Parsons Avenue,Campbell. Time: 10:00 A.M. Date: November 16, 2016 Place: 2898 Joseph Avenue, Campbell, CA 95008 It was determined that one of the board member should be authorize to sign the documents related to subdivision and improvement of the above mentioned property. Therefore, it was decided that Omid Shakeri,who is the secretary of the board, be authorized to sign all documents, including the final map, related to development of the above referenced property. - t Mi a Masoumi, President 03/16/00 THU 13:38 FAX 371015,L, 003 ARTICLES OF INCORPORATION ')AN OF ,L IAR11 OF THE RIDGECREST GROUP, INC. , ONE: The name of this Corporation is THE RIDGECREST GROUP, INC. TWO: The purpose of this corporation is to engage in any lawful act or activity for which a'corporation may be organized under the General Corporation Law of California other than the banking business, the trust company business or the,practice of a profession perm teed to be incorporated by the California Corporations Code. THREE: The name and address in this state_ of the corporation's initial agent for service of process is: Mike Masoumi 3131 S-Bascom Avenue,,#110 Campbell, CA,95008 FOUR, This corporation,is authorized to issue only one class of shares of stock which shall be designated common stock. The total number of shares it is authwizedJo issue is TEN MILLION(10,000,000Z shares. FrU: The name and address of the person who is appointed to act as the initial director of this corporation is: Name; Mike Masourru Address: 3131 S.Bascom Avenue, #1 10 Campbell, CA 95009 SIX: The liability of the directors of the corporation for monetary damage shall be eliminated'to the fullest extent permissible under California Law, SEVEN: The corporation is authorized to indemnify the directors and officers of the corporation to the fullest extent permissible under California Law, 03%16/00 THU 13:38 FAX 3710154; R 004 IN WITNESS WHEREOF,the undersigned,being all the persons naked above as the initial directors, have executed,these Articles of Incorporation. Dated: J ARY 10, 2000 i12m MASOUMT The undersigned,being all the persons named above as the initial d reetors, declare that they are the persons who executed the foregoing Articles OfL1corporation, which execution is their act and deed. 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Im b ri et an ul t cols $�d P. ro".. t r -e...Bywtsm: • ft.... e odor t d srtwtcaocaud Aht.."'thOe" h A p*is* t ty h ..Owthercto* 11 ."vedf 1.' t- f.. pUin If in: :iinpi-10'..." ..e-:easftont.b before'-Aescribod to -a 7 .24 JUCIgO -or.Me Superior CUTRF of the.orit1w Joe :33 PAU 3 NNW .806 4 SMP D e"r '_ v=i w ENGINEERS CLOSURE CALCULATIONS FOR 1323 PARSONS AVE., CAMPBELL, CA 95008 BY SMP ENGINEERS 1534 CAROB LANE LOS ALTOS, CA 94024 �OQROFESS101', � � Ir0.6�724 • f. ,j\oF R� p��, �►� 2016 blicWo�s Adm►nistcation 1534 Carob lane Pu Los Altos California,94024 650.941.0955 P 650.941.8755 f www.smpengineers.com Name: Boundary North: 1483.75' East: 1391.63' Segment#1 : Line Course:S00°20'00"W Length: 62.02' North: 1421.73' East: 1391.27' Segment#2 : Line Course: N89°40'10"W Length: 70.50' North: 1422.14' East: 1320.77' Segment#3 : Line Course: N85'44'50"W Length: 69.13' North: 1427.27' East: 1251.83' Segment#4 : Line Course: N54°08'50"W Length: 84.99' North: 1477.05' East: 1182.95' Segment#5 : Line Course: N00'18'00"E Length: 215.50' North: 1692.54' East: 1184.09' Segment#6 : Line Course:S89°26'00"E Length: 109.50' North: 1691.46' East: 1293.58' Segment#7 : Line - Course:S00°24'00"W Length: 207.14' North: 1484.32' East: 1292.13' Segment#8 : Line Course: S89°40'10"E Length: 99.50' North: 1483.74' East: 1391.63' Perimeter: 918.28' Area: 33411.50 Sq. Ft. Error Closure: 0.01 Course:S00°52'50"W Error North: -0.012 East:-0.000 Precision 1:91828.00 Name: DEDICATION North: 1483.78' East: 1386.63' Segment#1 : Line Course: S89'40'10"E Length: 5.00' North: 1483.75' East: 1391.63' Segment#2 : Line Course:S00'20'00"W Length: 62.02' North: 1421.73' East: 1391.27' Segment#3 : Line Course: N89`40'10"W Length: 5.00' North: 1421.76' East: 1386.27' Segment#4 : Line Course: N00°20'00"E Length: 62.02' North: 1483.78' East: 1386.63' Perimeter: 134.04' Area:310.10 Sq. Ft. Error Closure: 0.00 Course:S00°20'00"W Error North: -0.000 East: -0.000 Precision 1: 134040000.00 Name: LOTA North: 1586.02' East: 1237.48' Segment#1 : Line Course: N00°20'00"E Length: 20.67' North: 1606.69' East: 1237.60' Segment#2 : Line Course: S89°40'10"E Length: 55.38' North: 1606.37' East: 1292.98' Segment#3 : Line Course:S00°24'00"W Length: 122.03' North: 1484.34' East: 1292.13' Segment#4 : Line Course:S89°40'10"E Length: 94.50' North: 1483.79' East: 1386.62' Segment#5 : Line Course: 500*20'00"W Length: 62.02' North: 1421.78' East: 1386.26' Segment#6 : Line Course: N89'40'10"W Length: 65.50' North: 1422.16' East: 1320.77' Segment#7 : Line Course: N85'44'50"W Length: 54.79' North: 1426.22' East: 1266.13' Segment#8 : Line Course: N00°20'00"E Length: 143.19' North: 1569.41' East: 1266.97' Segment#9 : Line Course: N27°06'30"W Length: 18.43' North: 1585.81' East: 1258.57' Segment#10 : Line Course: N89'26'00"W Length: 21.09' North: 1586.02' East: 1237.48' Perimeter: 657.61' Area: 11173.24 Sq. Ft. Error Closure: 0.00 Course: N11°21'30"E Error North: 0.005 East:0.001 Precision 1: 657600000.00 Name: LOT1 North: 1477.05' East: 1182.95' Segment#1 : Line Course: N00°18'00"E Length:47.42' North: 1524.47' East: 1183.20' Segment#2 : Line Course:S89°40'10"E Length: 83.50' North: 1523.99' East: 1266.70' Segment#3 : Line Course:500*20'00"W Length: 97.78' North: 1426.21' East: 1266.13' Segment#4 : Line Course: N85'44'50"W Length: 14.34' North: 1427.28' East: 1251.83' Segment#5 : Line Course: N54°08'50"W Length: 84.99' North: 1477.06' East: 1182.94' Perimeter: 328.04' Area: 6380.50 Sq. Ft. Error Closure: 0.01 Course: N75°42'40"W Error North: 0.002 East:-0.007 Precision 1: 32803.00 Name: LOT2 North: 1524.48' East: 1183.20' Segment#1 : Line Course: N00°18'00"E Length: 62.08' North: 1586.56' East: 1183.52' Segment#2 : Line Course: S89°26'00"E Length: 75.05' North: 1585.81' East: 1258.57' Segment#3 : Line Course: S27°06'30"E Length: 18.43' North: 1569.41' East: 1266.97' Segment#4 : Line Course:S00°20'00"W Length:45.41' North: 1524.00' East: 1266.70' Segment#5 : Line Course: N89'40'10"W Length: 83.50' North: 1524.48' East: 1183.20' Perimeter: 284.46' Area:5100.91 Sq. Ft. Error Closure: 0.00 Course: N85*08'30"E Error North: 0.000 East:0.004 Precision 1: 284470000.00 Name: LOT3 North: 1586.55' East: 1183.52' Segment#1 : Line Course: N00°18'00"E Length: 106.00' North: 1692.55' East: 1184.08' Segment#2 : Line Course: S89°26'00"E Length: 54.02' North: 1692.01' East: 1238.10' Segment#3 : Line Course:500*20'00"W Length: 106.00' North: 1586.02' East: 1237.48' Segment#4 : Line Course: N89°26'00"W Length:53.96' North: 1586.55' East: 1183.52' Perimeter:319.98' Area:5722.90 Sq. Ft. Error Closure: 0.00 Course:S81'24'30"W Error North: -0.000 East:-0.002 Precision 1: 319980000.00 Name: LOT4 North: 1692.02' East: 1238.09' Segment#1 : Line Course:S89°26'00"E Length: 55.48' North: 1691.46' East: 1293.57' Segment#2 : Line Course: S00'24'00"W Length: 85.11' North: 1606.36' East: 1292.98' Segment#3 : Line Course: N89'40'10"W Length: 55.38' North: 1606.68' East: 1237.60' Segment#4 : Line Course: N00'20'00"E Length: 85.33' North: 1692.00' East: 1238.10' Perimeter:281.30' Area:4723.85 Sq. Ft. Error Closure: 0.01 Course:S02°12'30"E Error North: -0.011 East: 0.000 Precision 1: 28130.00 l MINUTES OF THE MEETING The Ridgecrest Group A California Corporation The Board of Directors of The Ridgecrest Group held a meeting at the time,the date and the place set forth herein below for the purpose of authorizing Omid Shakeri to sign the documents, including the final map,related to subdivision and development of the property located at 1323 Parsons Avenue, Campbell. Time: 10:00 A.M. Date: November 16, 2016 Place: . 2898 Joseph Avenue, Campbell, CA 95008 it was determined that one of the board member should be authorize to sign the documents related to subdivision and improvement of the above mentioned property. Therefore;it was decided that Omid Shakeri,who is the secretary of the board, be authorized to sign all documents, including the final map, related to development of the above referenced property. t Mime Masoumi, President 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 PARCEL MAPS AND TRACT MAPS APPLICATION NO(S): 2 c '/ ADDRESS: 5'Z3 ✓ J�. �....I�.V A ——-- -- Instructions: This checklist provides advance notification to applicants of the City of Campbell's final map preparation and submittal requirements. Using this checklist will expedite your applicaiton through the City's review process. Prior to submitting a final Parcel and Tract Map 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 Subdivision Map Act Sections, which are referenced in parentheses,before checking of each item. SEAL AND SIGNATURE OF ENGINEER/SURVEYOR OF WORK THE MAP ACCOMPANYING THIS CHECKLIST HAS BEEN CHECKED BY ME OR UNDER MY DIRECTION FOR COMPLETENESS AND CONSISTENCY WITH THIS CHECKLIST. THE MAP CONFORMS WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT,SUBDIVISION MAP ACT, AND APPLICABLE CITY ORDINANCES. THE MAP IS SUBMITTED FOR EXAMINATION BYTHE CITY ENGINEER. amE(GEI1liD Signature Date 2,7 2016 Printed Name: OCT�i Public Works Administration RCE#: Z ........... .................... ........ - Expiration Date: (SEAL) ITEMS COMPLY NOT APPLY CITY COMMENTS 1. GENERAL 1. Non-interference/waiver letters from applicable rV.'OK F'! N/A Always applicable. public utilities and public agencies(66436)submitted to City. If in progress,copies of letter requests submitted to City. See sample letter request attached-on Page 5 of 5. 2. Map agrees with the approved Tentative Map. F�OK r N/A 3. Map complies with Conditions of Approval regarding dedications and easements. WOK N/A r 4. Easements correspond and are coordinated with the OK C N/A off-site and on-site plans. 5. Title Report and map reflect fee ownership. OK �; N/A 6. Submitted map size is 18"x26"with 1"border /OK r N/A Always applicable. (16"x24"inside border). Final map to be on mylar. 1 7. All sheets are numbered. W OK r N/A 8. No stick-on seals,lettering or details exist. V OK N/A 9. Map is suitable for microfilming. � OK (— N/A 10. New road names approved by the Civic Improvement V OK F N/A Commission. Page 1 of 5 COMPLY NOT APPLY CITY COMMENTS B. DEDICATION,RESERVATIONS,CERTIFICATES&STATEMENTS 1. Dedicate public easements as required. F/OK r N/A 2. Dedicate private easements for drainage, r sanitary sewers,utilities,access,emergency vehicles, OK ri N/A l/ etc.as needed. 3. Complies with 66436(a)regarding signature OK N/A requirements. Non-interference letters provided. r' 4. Show,fully dimension and tie to map all easements created and easements of record,including dedication Fi OK r N/A book and page. h/ 5. All easements shown for dedication have appropriate wording in the owner's statement and purpose ; OK r) N/A indicated on the map. 6. Waiver of Signatures on Map: Notification secured from public utilities and public agencies(66436& r; OK N/A 66445(f)). 7. Owner's Statement and Ackowledgment(66436). OK r N/A 8. Name of person authorizing map(66436). OK r N/A 9. Trustee's Statement and Acknowledgment(66436). OK F-1 N/A 10. Soils Engineer's Statement(66443). r�0K r N/A 11. Surveyor's/Engineer's Statement including signature,seal,number and expiration date OK n N/A (66441&66449). 12. City Engineer's Statement including R.C.E.number and expiration date(66442&66450). City Engineer ( OK r N/A AIVv�u� is161k+w4k-QUhTfep. Include separate statement for n ^ "Technically Correct"review by a Civi Engineer or Land Surveyor. A" ©lCXt 13. City Clerk's Certificate(66440). The City Clerk OK r N/A is,4nQe_Bybee- 14. County Recorder's Statement(66436(c)). J OK r N/A 15. All certificates and statements signed,sealed and OK r N/A acknowledged by notary(66436(c)). C. MONUMENTATION 1. Basis of Bearings: Two found monuments of record OK r N/A appear in a statement and are labeled on each map sheet(66434 Q. / 2. Tie to Basis of Bearings(66434C). [✓ OK N/A 3. Tie to adjoining surveys,lands,streets,or senior OK N/A conveyances,including book and page of [, adjoining record maps/documents(66434 Q. 4. Tie to access street intersection. __i OK rj N/A 5. All monumnets found,replaced or removed are described as to kind,size,tag numbers,recorded OK r) N/A reference/origin,and tied by survey to a recorded Page 2 of 5 map(8772&8764). COMPLY NOT APPLY CITY COMMENTS 6. Monument the right-of-way at BC,EC and property OK N/A corners. / 7. A monumented line shown on new subdivision roads ril OK N/A with ties to right-of-way. 8. Minimum 2"nominal diameter I.P.required at F OK ri N/A section,quarter-section and Rancho corners. D. MATHEMATICAL ACCURACY&GEOMETRY 1. All bearings,distances,and cure information shown Iv' OK N/A to nearest 0.01 feet and nearest second. 2. Cure data complete(A,R,Q. I JI OK (— N/A 3. Radial bearings of non-tangent cures shown. 'j OK N/A 4. Areas net and gross calculated to nearest 0.01 acre. (Net is gross area less area dedicated to City for ; OK OK roadway purposes.) 5. Sum of increments equals total distance or delta OK r` N/A angle. 6. Math closures correct to 1 part in 20,000. The sum of T/ OK N/A interior distances and cure data equal total. All III areas compute accurately. E. MAP BODY 1. Key or index map with sheets numbers shown OK N/A (66445b). 2. Title Block: Place in upper center or upper right of OK F-1 N/A title sheet and upper center or upper right or lower right of map sheets;contains assigned subdivision number;subtitle refers to existing maps/general descriptions of land surveyed as denoted in Title Report;and is below subdivision number. "City of Campbell,California"is placed below subtitle. Date of survey,scale and firm name are shown. 3. North arrow shown. OK n N/A 4. Use scale that clearly shows all details. OK F—I N/A (66434&66445) 5. Minimum 1/8"lettering and symbol size used for OK r N/A legibility. 6. Legend: Found monument=solid symbol. Set monument=open symbol. Also include OK N/A monument type,size,depth,and tag number. Include city limit line,distinctive borderline, relinquishment of Abutter's rights,record data,etc., or label on each map sheet. 7. Parcel Designation. Lots designated by numbers, �) OK N/A parcels designated by letters(66434(d)). Each lot/parcel must be shown completely on one sheet. 8. Distinctive border and 1/16"solid black boundary line OK r` N/A shown around subdivision(66445&66434(e)). Monuments on boundary lines can be seen clearly. Page 3 of 5 COMPLY NOT APPLY CITY COMMENTS 9. City boundaries,which cross orjoin the subdivision OK r N/A appear on the map. ,� 10. Non-measured record lines parenthesized. IvOK N/A 11. Discrepancies with record data shown. Record F OK r; N/A information used must be clearly indicated. 12. Adjoining property owners,including book and page, and/or recent subdivisions,(showing lot/parcel) �' OK r N/A including recording information. 13. Show sidelines of all existing and record easements N/A by dashed lines on map,all of which shall be _j OK r_ adequately dimensioned with widths,lengths, bearings,and ties to the easements(944.214(e)). Include recording information,to whom and purpose of easement. 14. Show approved legal access with record book and OK N/A page of instrument giving access. r 15. Road names,correct spelling,right-of-way width,and centerline data. V OK N/A r! 16. Privately maintained road easements and publicly OK N/A maintained roads. 17. Privately maintained road not shown. Place the words MST �� ��/,���7'� "Private Road,Not City Maintained"under road r VOK r N/A `�JU f 1 l /tip name. / 18. Common area notation,condominium notes,and rv; OK air easement notes included. F. SUBMITTALS (j 1. Four(4)copies of the map(all sheets). OK r N/A 2. This completed checklist with Engineer/ r�/ OK N/A Surveyor of Work Stateme amped and signe . OK N/A 3. Final Map Fee:$ —"� (L 4. Two(2)copies of Preliminary Title Report current �J OK N/A within 6 months. 5. Grant deed(s)for the property(ies)surveyed. OK r' N/A 6. Adjoiner deeds and senior conveyances/deeds _ OK N/A V called for in the surveyed property's deed. 7. Two(2)copies of the boundary,street,and lot OK r7j N/A closures calculations and other calculations used to prepare this map. � 8. Copy of Covenants,Conditions and Restrictions. r OK F N/A 9. Copy of all referenced maps,record of surveys,deeds OK n N/A etc.used to prepare the map. 10. Non-interference/waiver letters from applicable public utilities and public agencies(66436)or copies OK N/A r` of letter requests. 11. Soils Report prepared by a registered Geotechnical or OK N/A Civil Engineer. Page 4of5 CITY OF CAMPBELL The Submittal/ Plans are: COPY: 70 North First Street ❑ APPROVED ❑Applicant(s) Campbell, CA 95008 ❑ APPROVED WITH CONDITIONS ❑ Planning Department Phone: (408) 866—2166 ® NOT APPROVED—SEE COMMENTS ® P.W. /Engineering Fax: (408) 376—0958 ❑ OTHER DEPARTMENT OF PUBLIC WORKS MAP CHECK PROPERTY ADDRESS: 1323 Parsons Avenue PROJECT DESCRIPTION: Final Map — PC #1 DATE: November 18, 2016 BY: Son Hoang and Fred Allen, PE (650-522-2500) NOTE. Upon re-submittal of the map,please include: 1. a copy of these comments 2. an itemized response letter to each comment below 3. the original redlined Final Map . 4. two collated sets of resubmittal documents Failure to provide this may delay the map review process. Please also note that submission of these comments does not constitute the approval of any portion of the Final Map. COMMENTS Please note that review of additional requested documents may uncover various issues not previously apparent or existing, and may result in additional comments. Please see redlines for additional comments not specifically identified below. General Comments 1. Submit a completed copy of the City of Campbell's Checklist for Parcel Map and Tract Maps. See attached Checklist completed by reviewer. 2. The submitted Final Map is not consistent with the bearings and distances shown in the closure calculations. Clarify the discrepancy and revise for consistency. 3. The referenced On-Site Improvement Plans does not appear to be in conformance with the Final Map. The Improvement Plans show a distance of 108.04' along the northerly line of the exterior boundary. However, the map shows a distance of 109.50' as the distance along the same boundary. Please clarify the discrepancy and revise' for consistency. Sheet 1 4. We recommend referencing the vesting deed within the Title Block as opposed to the referenced record map (E M 115). (all sheets) Pagel of 2 CITY OF CAMPBELL 5. Final Map consists of Three (3) sheets, not two (2). Revise the Title Block for ` accuracy. (all sheets) 6. Correct the spelling of Trustee in the Trustee's Statement heading. 7. Owner's Statement: In addition to Lot A and Lot 1, the Private Water Easement is also across Lot 2. Please revise the statement for accuracy. 8. Owner's Statement: Clarify if the Private Storm Drain Easement will be for the benefit of Lot 4 as well. 9. Owner's Statement: Please clarify the intent of the Public Utility Easement. It appears that the Public Utility Easement is meant to be a Private Utility Easement. If the intent is to dedicate a Public Utility Easement for public use across Lot A and Lots 1-4, the statement shall be written as a dedication rather than reserving of an easement. Additionally, if the PUE is to be public, clarify if there are additional lots that the easement will be serving. 10.Owner's Statement: The statements for the PIEE, PSDE, PSSE, and PWE all indicate that the "easement is to be kept open and free from buildings and structures of any kind except lawful fences, storm drain facilities, sanitary sewer facilities, lawful...". Clarify if water facilities shall be included as an exception in addition to the storm drain and sanitary sewer facilities. Sheet 2 11.City Engineer's Statement: The current City Engineer for the City of Campbell is Amy Olay, RCE 61922, License Expiration Date 09/30/17. 12.City Clerk's Statement: Insert the Tract No. within the statement. 13.City Clerk's Statement: The statement identifies the map as consisting of.two (2) sheets. Please update to reflect the map consisting of three (3) sheets. 14.Surveyor's Statement: Is the date of December 2016 enough time for the monuments to be set? Typically, the date listed is one year from when map is recorded. Sheet 3 15.Identify the found standard monument type, size and source (typ.). 16.Identify the roadway width of Camden Ave, Parsons Ave and Sharp Ave. If width varies, indicate as such. 17.In numerous locations, the font size appears to be less than the required minimum. All text shall be 0.10 in height, or larger, on the Final Map. END OF COMMENTS Page 2 of 2 est ally. Sanitation District October 28, 2016 - Ecco Builders, Inc. Omid Shakeri 2898 Joseph Avenue, Unit C Campbell, CA 95008 omid@eccobLtilders.com Re: Tract 10392 - 1323 Parsons Avenue, Campbell Dear Mr. Shakeri: The development of the property as shown on Tract Map No. 10392 will not unreasonably interfere with the free and complete exercise of our easement rights. Said easements being described in documents recorded in Book 3159, Page 339 dated May 4, 1955. The proposed easements, shown on Tract Map No. 10392 are acceptable and approved. r Please contact me at (409) 385-3030 if you have any questions regarding this matter. Sincerely, Alan Kam Senior Civil Engineer West Valley Sanitation District of Santa Clara County Serving: City of Campbell,Town of Los Gatos,City of Monte Sereno,City of Saratoga&Unincorporated Areas 100 East Sunnyoaks Avenue,Campbell,CA 95008-6608 tel 408.378.2407 fax 408.364.1821 www.westvalleysan.org aW AT&T California 870 N.McCarthy Blvd Room 100 Milpitas,CA 95035 November 7, 2016 ECCO Builders Inc. 2898 Joseph Ave., Unit C Campbell, CA 95008 Attn: Omid Shakeri RE: Will Serve Letter, Non-Interference Letter. This letter is written to confirm that the proposed project located at 1323 Parsons Ave., Campbell, CA is within the Base Rate Area of the AT&T California serving area in the SNJSCA14 Exchange. AT&T expects to be in a position to provide telephone service to applicants in the above-referenced development upon request in accordance with requirements of, and at the rates and charges specified in, its' Tariffs that are on file with. the California Public Utilities Commission. This offer to provide service will terminate 24 months after the date of this letter unless both of the following first occur: 1) you, in your capacity as the developer, enter into a written service agreement with AT&T; and, 2) you, in your capacity as developer, pay all charges you are required by AT&T's Tariffs to.pay. - If you have any questions I can be contacted on (408) 635-8827. Sincerely, Peter Kearney Building Industry Consultant/OSP Engineer 324073(rev. 10/20/03) i. Pacific Gas and � Land Surveying'&Engineering Electric Gvfnpany support rw 111 Almaden Boulevard, Rrn.814 San Jose,CA 95113 November 18, 2016 Omid Shakeri President Ecco Builders Inc. 2898 Joseph Avenue,Unit C Campbell, CA 95008 RE: Tentative Tract Map (Tract No. 10392) Location: 1323 Parsons Avenue, Campbell, California Map dated October 2016;PG&E file: Y16-MR-18 APN: 414737-008 Dear Mr. 'Shakeri: Thank you for the opportunity to review the above referenced Tract Map. PG&E has no objection to the proposed map. The development of the property as shown on the Tract Map will not unreasonably interfere with the free and complete exercise of our easement rights. The proposed easements shown on the Tract Map are acceptable and approved. The installation of new gas and electric facilities and/or the relocation of existing PG&E facilities will be performed_ in accordance with common law or Rules and Tariffs as authorized by the California Public Utilities Commission. Please contact me at (408) 282-7347 or dan9@pge.co1n if you have any questions regarding our comments. Sincerely, � r 7� to f G {E David Neal Lead Land Technician l i , I \ Direct Line: (408)279-7879 IJJJSan Jose Email: wanda.folk@sjwater.com Water Company 1265 S.Bascom Ave. San Jose,CA 95128-3514 October 31,2016 City of Campbell Department of Public Works 70 North First Street Campbell, CA 95008 Reference: Tract 10932 APN 414-37-008 Parsons Avenue, Campbell Gentlemen: Please be informed that the above-referenced property is within the jurisdiction of the San Jose Water Company, and that we will serve further development of the site in accordance with our rules and regulations in effect and on file with the California Public Utilities Commission. This office has also reviewed the Final Tract Map, dated October 2016, prepared by SMP Engineers. Based on that review, it appears that the proposed Street Dedication and Public Service Easements (PSE) will be adequate for the installation of anticipated public water facilities. We have no objections to the--recordation of the map, but reserve the right to require encroachment permission or additional easements at a later date,'if needed. Furthermore,we do not anticipate any conflicts occurring between any existing water line easements or rights (if there are any)and those resulting from the creating of this Tract Map. If you have any questions or require further information, please contact this office at(408) 279-7879. Sincerely, 00GINAL SIGNED BY Wanda E. Folk Water.Services Representative WEF/wef parsonsclear.doc cc: Frederick Ho,SMP Engineers This letter emailed and mailed to Omid Shakeri 1866 2016 150 Years of Service to the Community R Soil and Foundation Investigation of Proposed 4 Single Family Residences 1323 Parsons Avenue Campbell, California Prepared for Mr. Omid Shakeri 12280 Saratoga Sunnyvale Rd. Suite 109 Saratoga, CA 95070 American Soil Testing, Inc. 2734 S. Bascom Avenue San Jose, CA 95124 (408) 559-6400 American Soil Testing, Inc. Soil, Foundation and Environmental Engineers 2734 S. Bascom Avenue,San Jose, CA 95124 408-559-6400-Fax 408-559-6688 www.antericansoiltestinginc.com File No. 16-4006-5 April 29, 2016 Mr. Omid Shakeri 12280 Saratoga Sunnyvale Rd. Suite 109 Saratoga, CA 95070 Subject: Proposed4 single family residences 1323 Parsons Avenue, APN: 414-37-008 Campbell, California Soil and Foundation Investigation Gentlemen Per your request and authorization, out firm has performed a Soil and Foundation Investigation for the above-mentioned project. The site is located at 1323 Parsons Avenue in Campbell, California. Our findings indicated that the proposed 4 one or two story wood framed single family residences may be constructed on the above mentioned property provided the recommendations contained in this report are carefully followed and implemented during construction. This report presents our findings on the surface and subsurface soil investigation, laboratory test results, field and office studies. 1 File No. 16-4006-S American Soil Testing, Inc. W-e-are-pl-eased to have been of service to you in this matter. Should you have any question or require additional information, please feel free to call our office at your convenience. Very truly yours, American Soil Testing, Inc. f�',w f• Ben Rahimi, MSCE, EP Senior Project Engineer Andrew A. Ghofrani, P.E. R.C.E. # 38159 Expire: 3-31-17 Q ; l ai California Code of Regulations,Title 16,Division 5, .400-476 Article 1.General Provisions 411.Seal and Signature.(Partial)(e) The Seal shall be capable of leaving an electronically-generated representation on the documents. The signature may be applied to the documents electronically. Please contact American Soil Testing if Authenticity is questionable: 408-559-6400 2 File No. 16-4006-S American Soil Testing, Inc. TABLE OF CONTENTS PAGE INTRODUCTION 4 SITE DESCRIPTION AND LOCATION 4 FIELD INVESTIGATION 4 LABORATORY INVESTIGATION 5 SUBSURFACE CONDITIONS 5 SEISMIC DESIGN 6 GRADING SPECIFICATIONS 12 FOUNDATIONS DESIGN CRITERIA 15 CONCRETE SLABS-ON-GRADE 18 RETAINING WALLS 20 GENERAL CONSTRUCTION 21 SUB DRAIN 23 PLAN REVIEW AND CONCLUSIONS 24 LIMITATIONS 25 APPENDIX A 26 VICINITY MAP 27 SITE PLAN 28 APPENDIX B 29 LOGS OF BORINGS 30-33 PLASTICITY INDEX 34 KEY TO EXPLORATORY BORING LOGS 35 ' 3 File No. 16-4006-S American Soil Testing, Inc. 4 SOIL INVESTIGATION Introduction The purpose of the soil investigation was to gather sufficient data to provide recommendations for foundation engineering. This report presents an explanation of how we conducted that investigation; the results of the testing program, our conclusions based upon'their results, and our recommendations for earthwork and foundation design to best suit the proposed development to the existing natural conditions. Site Description and Location of Project The site is located at1323 Parsons Avenue in Campbell, California. APN: 414-37-008 At the time of our investigation the subject property was an existing one story single-family dwelling with an attached two car garage. The Structure was built in 1.950. The lot was approximately 32,155 SF irregular.shaped parcel of land. The site is flat and slightly higher than the street level. The proposed structures will be constructed at designated pads, which will be located at later date. We observed a few small to .midsize trees limited landscaped areas inside of the property. At the time of our site visit, the property access was through Parsons Avenue. Field Investigation After consideration of the nature of the proposed development, review of available data on the area, and discussion with the client, a field investigation was .conducted at the project site. It included a surface site reconnaissance to detect any unusual surface features and drilling of four borings on 4-13-2016 to determine subsurface soil characteristics. The approximate boring location is shown on Appendix A, Figure 2. The soil encountered was logged in the field: Relatively undisturbed subsurface samples 4 File No. 16-4006-S American Soil Testing, Inc. were obtained by hammering a split tube sampler into the natural ground.--Ih e---- boring log, Figures 1-4 (Appendix B) is graphic representation of the soil profile, showing the depths at which the samples were obtained. Laboratory Testing Parameters Samples were reviewed along with field logs to determine which would be analyzed further. _Those chosen for laboratory analysis were considered representative of soil that would be exposed and used during grading. And those deemed to be within the influence of the proposed structure. Liquid limit and plasticity index (Atterberg limits) indicate the plasticity Characteristics of a soil, ASTM D 4318. .The estimates are based on test data from the survey area or field examination. Maximum density was performed to estimate the moisture-density relationship of typical soil materials. The tests were performed in accordance with ASTM designation D 1557-12. Classification of the soils is determined according to the Unified soil classification System (ASTM, D2487) American Society for Testing and Materials (ASTM). 2011. Standard classification of soils for engineering purposes. ASTM Standard D2487. The Unified system classifies soils according to properties that affect their use as construction material. Soils are classified according to particle-size distribution of the fraction less than 3 inches in diameter and according to plasticity index, Liquid Limit and organic matter content. Silty and clayey soils as CL Two groups can have a dual classification, for example, ML-CL. The results of laboratory tests are summarized on Appendix "B". s File No. 16-4006-S American Soil Testing, Inc. Subsurface Conditions - After reviewing the laboratory test data, boring logs and examination of the soil samples collected in different depths, the subsurface soils underlying the project site appears to be relatively uniform throughout the area. The upper silty clay has a low to moderate expansion potential. The surface and near surface soils consist of very stiff brown Sandy Silty Clay with large gravel and cobbles at the lower depth. Seismic Design Criteria The subject site is located in the seismically active San Francisco Bay region; therefore any structure within this area will most likely be subjected to strong ground shaking sometime during its actual lifetime. Major Faults like San Andreas Faults, Calaveras Faults and Hayward Faults have produced large magnitude earthquake in the past and can be expected to do so within the next 50 years. It is reasonable to assume that the proposed building will be subjected to at least one moderate to severe earthquake during the 50 years period following construction. During such an earthquake, severe ground shaking will occur at the site. The proposed residence is to be designed in accordance with the applicable - provisions set forth in the current edition of the California Building Code (CBC). The following may be used from the California Building Code, CBC, 2013 Edition: Conterminous 48 States 2009 NEHRP Seismic Design Provisions 2010 ASCE 7 Standard 'Address: 1323 Parsons Avenue in Campbell, California from geocoder.ca latitude longitude altitude decimal F37.268111 -121.944583 deg-min-sec [370 1615.i99611 -1210 56, 40.4988" 6 File No. 16-4006-S American Soil Testing, Inc. r 3F F.p " �.. e^ __...,..n .. _ ..-_ems.-..-.,t...m. __.. f .•.�.�..6-i�:,.•...-.. G>.--..4. - ^1 User—Specified Input Report Title: 1323 Parsons Avenue Campbell, CA, 95008 Building Code Reference Document: ASCE 7-10 Standard(which utilizes USGS hazard data available in 2008) Site Coordinates: 37.26811°N9 121.94458°W Site Soil Classification: Site Class D — "Stiff Soil" Risk Category: I/II/III - r , sutl9iyva e -- jo,- htil,lfP +r t _ �_ ti`- WWII Ruck L f +}ti � 1� Sr1r]'�aildr'n° zci IEII 113in1 ; Ci F - ' ii 50ra to Los Gatos •. m l 4-1 tr .• ,r . , USGS—Provided Output SS = 1.904 g SMs = 1.904 g SDS = 1.269 g S1 = 0.652 g SM1 = 0.977 g SDI = 0.652 g File No. 16-4006-5 American Soil Testing, Inc. MCER Response Spectrum Design Response Spectrum 2-20 2.00 - 1.20 -- 1.20-- 1.17 1.60 1.04 - 1.40 0.41 1.20 C 0.78 fa 1.00 [n 0.65 _. 0.20 0.52 0.60 0.25 0.40 _ 0.26 0.20 0.13 0.00 0.00 0.00 0.20 0.40. 0.00 0.20 1.00 1.20 1.40 1.50 1.80 2.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.50 1.20 2.00 Period,T(sec) Period,T(sec) Structure Engineer for this project should make his own independent evaluation as to the applicability of the seismic design criteria presented in the CBC, 2013 Edition. Consideration should also be given to anchoring or otherwise stabilizing freestanding appliances or home furnishings, which may be prone to toppling during seismic vibrations. Potential Geologic and Geotechnical Hazards: Secondary effects of seismic activity, which are normally considered as potential hazard to the site, include several types of ground failure. Various general types of ground failures, which 'might occur as a consequence of several ground shaking . including land sliding, 'ground subsidence, ground lurching, shallow ground rupture, and liquefaction. The probability of occurrence of each type of these ground failures depends on the severity of the earthquake, distance from faults, topography, subsurface conditions, ground water elevation, and other factors. Seismic Shaking: Ground Shaking, this hazard is common to all properties in California. Mitigate by proper structural design and by following the recommendations presented in our Soil and Foundation Investigation Report. s File No. 16-4006-S American Soil Testing, Inc. The site is located in the seismically active-Sir-Fr Bay Area. Several major earthquakes, which have been produced by movement on one of the principal active. faults; affected the region during historic time. These earthquakes include the 1868_ earthquake on the Hayward Fault and the 1906 San Francisco and recent 1989 Loma Prierta earthquakes originating on the San Andreas Fault. Considering the past seismic history of the region, the site will be affected by strong seismic shaking during the expected lifetime of the proposed building. The intensity of shaking is determined by the distance.of the site to the seismic source and the properties of the material along the path of the transmitted energy. To mitigate the shaking effects, all structures should be designed using engineering judgement and the latest Building Code requirements and the latest standards of practice design methods. Seismic design provisions of current building codes generally prescribe minimum forces applied statically to the structure, combined with the gravity forces of dead and live loads. The code- prescribed lateral forces are generally considered to be substantially smaller than the forces that would be associated with' major earthquake. Therefore, structures should be:able: (1) Resist mirior earthquake without damage. (2) Resist moderate earthquakes without structural damage but with- some nonstructural damage and (3) Resist major earthquakes without collapse but with some structural as well as nonstructural damage. Conformance to building code recommendations does not constitute any kind of guarantee that significant structural damage would not occur in the event of a maximum magnitude earthquake. However, it is reasonable to assume that a well-designed and well-constructed structure will not collapse or cause loss of life in a major earthquake. Lurching: Ground lurchirig is a result of the rolling imparted to the ground during 9_ File No. 16-4006-S American Soil Testing, Inc. 6 energy released by an earthquake. Suc4r-rolling- motion causes ground cracks to form. The potential for the formation of these cracks is considered greater at contacts between deep alluvium and bedrock. Such an occurrence is possible at other locations in the Bay Area, but based on the site location; it is our opinion that the offset is expected to be nil. Liquefaction: Soil liquefaction is a phenomenon in which saturated, cohesionless, loose soil experience a temporary, but essentially total loss of shear strength when subjected to reversing cyclic shear stresses caused by earthquake ground shaking. The soil material encountered in the borings drilled consist of stiff to very stiff silty clay. Groundwater was not encountered. The clayey material encountered has no potential,for liquefaction. Lateral Spreading: Such seismically generated movements are induced in areas with weak soils near open cuts or slopes or 'in the areas of moderate to high liquefaction potential. The subject site is level-ground at the building pad and pool area and moderate slope at the easterly side. Exploratory borings on the property encountered well- consolidated soil at shallow depths. The potential for ground failure from liquefaction, lateral spreading or other seismically activated ground failure appears low. io File No. 16-4006-S American Soil Testing, Inc. i " ti* eta 4�'* �za. '•..v a '�a �.: '^i= rat ''�. it ",,.� 11 _ _ 9d'�d1S7iF?IIk-t7]• - _- e [ VC, `ar lfu 'a `+I wr�mneba^dupu I cdda':&1CrP1,4 fox ons nr itQ>Wa s, F3 p� y Yttt7utm8 e, � � �` - rnagnita:ldea7or graater earthgLmkc:ts from 20DC,to 23 r '�` " Thisreatlt in;cor araEos8`ti'r',adda ,1 cf quaike not nn aownfau7ta a tl v(k k e�4a_ r E , Vl•IIM� .....or �� a1. IY GG#37- q. � �-:�r``-_,-�_ •-'� •�1'��aaLa Ste"' W -� t 4 � N-721 I:1 rrti c j L�"C siI4.L_AJ9L95]n � 7 .: " P s tom' w tt"" •�.ti 'k,.:�.. w� � �`s 1..� :! �" 1:1�I S h!xwc._'"t = 5y,�a�;.�"• "' �4,� `-�= x _"�.�:^ o� ...,.� i 4 G--="'�-, ItJ1 f U I ".O PAIl i it .. ;;� �°�"• R- E:x--��=Lnz urban _ t' i �"�'°�� P+1_:6•a c JJ =�ntiagniv Jn -1� ;: "'�-.t� ��'r.�.a t 5- or a_a;ler Il _.a br-- 2133C u L' r..�.- h , �r n r x ..: aa�r-.., ¢ .�N Indtom.n laUl. br adds ic] aEf1JI?'-S'f)l a%'A7_.e- � � SLrntu Cruz �•h zl'iwuetXljL� In V. _- ly sILi dies ,I lr- _rea z ual_ odd 4r _ t along P _ihl:=- Brien' = R j 'Sala I Indimoual!`Et;lCcorobabllit�4E.ans !�.UmvleTe ul lce' e_�,.by-5 to x! ,C _ �* Al. URL http://quake.wr.usgs.gov/seismology/wg02 Earthquake Probability Map Figure 1. The threat of earthquakes extends across the entire San Francisco Bay region, and a major quake is likely before 2030. Knowing this will help people make informed decisions as they continue to prepare for future quakes. File No. 16-4006-S American Soil Testing, Inc. a RECOAIMENDAT--IONS -- Grading Specifications 1. The placement of fill and control of any grading operations at the-site shall be done in accordance with the recommendations of this report prepared by.American Soil Testing Inc. These recommendations- set forth the minimum standards to satisfy all requirements of this report. 2. All existing surface and subsurface structures that will not be incorporated in the final development shall be removed prior to any grading operations. These objects shall be accurately located on the grading plans (prepared by the project Civil Engineer) to assist the Field Engineer in establishing proper control over their removal. This is to include but not be limited to any basements, utility lines, underground tanks, and any other improvements. A representative of American Soil_Testing Inc. shall be'present during the'demolition operation. 3. All organic surface material and debris, including organically rich top soil estimated to be 2-4 inches deep, shall be stripped prior to any other grading operations and transported away from all areas that are to receive improvements or structural fill. These organically contaminated'soils -may be stockpiled for later use in landscaping areas. This material is not suitable for use.as structural fill. In addition, any trees that are not being included in the final development must be removed. This removal is to include a thorough cleaning of all underground roots. 4. The depressions left by the removal of any surface and subsurface structures shall be cleaned of all debris and backfilled with clean, native, on-site soil. This backfill shall be compacted to not less than 90% relative compaction in accordance with ASTM test procedure D1557- 12. ASTM D1557-12 Standard Test Methods for Laboratory Compaction 5. Following the stripping operations, the exposed surface shall be scarified to a depth' of not less than 12 inches, conditioned as necessary (3 to 4 percent above optimum moisture content) and compacted to 90% relative compaction according 12 File No. 16-4006-S American Soil Testing, Inc. a to ASTM test-proc-edure D1557- 12. At this point, the pad area will be in condition to receive compacted fill. Based on exposed field condition if deemed necessary, Soil Engineer may provide additional recommendation in the field. 6. All structural .fill whether imported or native soil shall be placed in uniform horizontal lifts of not more than 6 to 8 inches in uncomplicated thickness and compacted to not less than 90% relative compaction using the ASTM test procedure D1557-12. Five feet around the entire perimeter of the building pad shall also be compacted to not less than 90% relative compaction using the above- procedure. 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. When fill material includes rocks, nesting of rocks will not be permitted, and all voids shall be carefully filled and properly compacted, No rocks larger than 4 inches in diameter shall be used in the construction of the building pad. 7. The Soil Engineer shall be notified at least 48 hours prior to commencement of Any grading operations so that he may coordinate the work in the field with the Grading Contractor. 8. All imported borrow must be sampled, tested and approved by the Soil Engineer prior to being brought to the site. Import soil must have a plasticity index no greater than (12) and an "R" value greater than (25). 9... All grading work shall be observed and approved by a Soil Engineer from American Soil Testing Inc. 10. -In the event that any unusual condition not covered by the special provisions is encountered during, the grading operations, the Soil Engineer shall be immediately notified for further recommendation. 13 File No. 16-4006-S American Soil Testing, Inc. Trench-and-ever-excavation area backfill Utility, pipeline trenches and over excavation areas should be backfilled with compacted structural fill. If on-site soil is used, the material should be placed in lifts not exceeding 8 inches in uncompacted thickness and compacted to at least 90 percent relative compaction by mechanical means only. Imported sand may also be used for backfilling trenches provided the sand is compacted to at list 90 percent relative compaction. In all Building pad areas and pavements, the upper 3 feet of trench backfill should be compacted .to at least 95 percent relative compaction where imported sand backfill is used. In addition the upper 8 inches of all trench backfill in pavement area should be compacted to at least 95 percent relative compaction (ASTM D1557-12. Water Wells All water wells (if any) 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 any adjacent grade prior to any grading operations. In no case shall a building foundation be placed over a capped well. 14 File No. 16-4006-S American Soil Testing, Inc. -- FOUNDATION DESIGN CRITERIA The proposed structure may be supported on continuous perimeter footings with isolated interior spread footings or piers and grade beam type of foundation. 1. All continuous perimeter and isolated interior spread footings shall be founded a minimum 24 inches below the pad or 18 inches below the lowest adjacent grade. For. the above conditions, the footings may be designed for an allowable bearing value of 1800 p.s.f. for both continuous strip footing and isolated interior spread footings. This bearing value is for dead plus live loads and may be increased by one-third to include short-term seismic and wind effects. 2. ' All footing located adjacent to utility trenches should have their bearing surfaces below an imaginary 2:1 (horizontal to vertical) plane projected upward from the bottom of the trench. All continuous footing should be designed with adequate top and bottom reinforcement to provide structural continuity and to permit spanning of local irregularities. 3. The final design of the foundations and reinforcing required shall be determined by-the-project Structural Engineer responsible for the foundation design. It is suggested that the foundation design be reviewed by American Soil Testing Inc. prior to construction. Pier & Grade Beam Friction piers and grade beam construction is another type .of foundation. As alternative type of foundation, the proposed structure may be supported on drilled, cast-in-place, straight-shaft piers and grade-beam type foundation. 1. The piers should be at least 16 inches in diameter and should penetrate a minimum of 6 feet below the bottom of the grade beams. The piers shall be designed based on skin friction acting-between the soil and the piers using the design friction value of 450 p.s.f. for dead plus live loads. 15 File No. 16-4006-S American Soil Testing, Inc. - A-coefficient of friction of 0.30 and a passive pressure equal to an equivalent fluid weighing 250 pounds per cubic foot starting at the top of the lowest adjacent grade can be used. To assure that the passive resistance is developed, the footings either . should be poured directly against undisturbed materials 2. The-upper 24 inches of pier depth should be ignored when computing skin friction,which is'due to seasonal moisture changes in the top layer. 3. The depth and spacing of friction piers will depend upon the structure loads transmitted to the piers and based on the surface friction value. 4. All piers should be reinforced with minimum of four #4 bars for their full length with the reinforcement of the pier tied at least 12 inches to the top reinforcement of the grade beam. The piers should have a minimum .spacing of three pier diameters. 5. The grade beam should be found a minimum of 12-inches below adjacent pad grade and should be reinforced with a minimum of four # 4 bars, two near the top and two near the bottom. The steel from the piers should extend sufficient distance into the grade beams to develop its full strength in bond. If the grade beam is to be cast directly on the compacted pad, grade beams should be constructed on a firm, moist sub grade and all drying cracks in the sub grade must be closed by sprinkling, flooding, or other methods. 6. All pier holes should be inspected by our firm representative to ascertain that proper penetration has been achieved, and the supporting soils should not be allowed to dry before the hole is filled with concrete. 7. Should unusual or unexpected soil conditions be encountered, the AST-Project Engineer may alter the depth of the piers at time of the construction. 8. At the time of placing of concrete for pier foundation, the pier tops should not be allowed to mushroom out or have spillage'at the side of the grade beams, the excess concrete should be trimmed to the design size. 16 File No. 16-4006-S American Soil Testing, Inc. 9. The bottoms of the pier should be dry and reasonably free of loose soils-pr-for-to -- installing reinforcing steel and placing concrete. 10. This recommendation is not a substitute for structural design of the friction piers; therefore the final design of the foundations and reinforcing required shall be determined by the Structural Engineer responsible for foundation design. Settlements Since all foundations will be extended into competent materials total and differential settlements under spread and continuous footing are expected to be within tolerable limits. Vertical movements are not expected to exceed 1 inch, and differential movements should be within the normal range (3/4 inch) for the anticipated column spacing and loads. Slight settlements should be considered in the design of foundations and proposed structures 17 File No. 16-4006-S American Soil Testing, Inc. - CONCRETE SLABS-ON-GRADE CONSTRUCTION We recommend the following for all slab-on-grade construction: All slab-on-grade shall be supported on a minimum of 6 inches thick capillary break material such as, 3/4" clean crushed rock or permeable aggregate and 2 inches of sand should be used between the finished Sub grade and concrete slab for all interior slabs along with a minimum of 10 mil thick polyethylene or its equivalent vapor membrane which shall be placed between the crushed rock and the sand. Minimum reinforcement should consist of at least #4 rebar, 18 inches on center both ways for shrinkage control to minimize the. impact of expansion. However, slab reinforcing could exceed the minimum requirements depending on the anticipated usage and loading conditions. Proper expansion and contraction joints shall be provided in the slab to minimize the cracks in the slab. Concrete slabs around the landscaping area should be protected from water seepage. The water seepage from these areas usually creates over-saturation of the base rock and the sub grade, thereby causing unstable conditions. Henceforth, we recommend the following: Provide vertical cut-off or a deep vertical curb section all along the landscaping areas. The vertical cut-off should extend through the base. rock and a minimum of six inches into the sub grade. This will limit the water seepage into the adjacent concrete slabs. Positive surface drainage (minimum 2%) shall provide at all times adjacent to the building to direct water away from the foundations and slabs to suitable discharge facility, during and after the construction phase of the project. If deemed necessary by the Soil Engineer, prior to placing the vapor membrane or - pouring concrete, the sub grade shall be moistened with water to reduce the swell potential. The sub grade soils under the slabs area should be water conditioned to 18 File No. 16-4006-5 American Soil Testing, Inc. raise the water content; spraying the water at least a day—prior—the-concrete is poured can do this. Minor cracking of the concrete slabs on grade should be anticipated due to long-term differential. movement of any underlying fill or natural soil. 'The project Structural Engineer should be determined the exact thickness and reinforcements based on the design live load and dead load. Garage slab Construction For the slab construction in garages, the slabs should be underlain by a minimum of 12 inches layer of permeable aggregate base or 3/4 clean crushed rock and should be poured structurally independent of the foundations or any fixed members. Expansion joints shall be constructed in the slab at least 10 feet from the interior face of the walls. If deemed necessary by the Soil Engineer, prior to pouring concrete, the sub grade shall be moistened with water to `reduce the swell potential. The sub grade soils under the slabs area should be water conditioned to raise the, water content; spraying the water at least a day prior the concrete is poured can do this. Minor cracking of the concrete slabs on grade should be anticipated due to long-term differential ' movement of any underlying fill or natural soil. The 'project Structural Engineer should be determined the , exact thickness and reinforcements based on the design live load and dead load. 19 File No. 16-4006-S American Soil Testing, Inc. ti RETAINING WALLS - 1. Retaining walls (if any) should be designed for a lateral earth pressure (active) of 50 pounds equivalent fluid pressure, plus surcharge loads for sloping surfaces flatter- than 4:1. If the retaining walls are restrained from free movement at both ends, or have 3:1 back slopes, they shall be designed for the earth pressure resulting from 65 pounds equivalent fluid pressure, to which' shall be added any surcharge loads. 2. The effects of earthquakes my be simulated by applying a horizontal line load surcharge to the stem of the wall at a rate of 18x H2 lb/ horizontal foot of wall, where H.is the height of the surface of the backfill above the base of the wall. This surcharge should be applied at a height of 0.6 H above the base of the wall. 3. A coefficient of "friction" of 0.30 may be used to calculate the ultimate resistance to horizontal sliding of the wall base over the ground beneath the base. 4. An equivalent fluid pressure of 250 p.s.f./ft may be used to calculate the ultimate:passive resistance to lateral movement of the ground in front of the toe of the wall and in front of any "key" beneath the toe or stem of the wall. It is recommended that upslope retaining walls have freeboard to provide catchments for debris flows and minimize the potential for overtopping of the wall surficial slough. Gradient of the Unrestrained Passive Coefficient of back slope equivalent-fluid Resistance friction pressure (p.c.f.) Flat to 4:1 50 250 . 0.30 3:1or Restrained 65 250 0.30 5. The above values assume a drained condition and moisture content compatible with those encountered during our investigation. To promote proper drainage, a 20 File No. 16-4006-S American Soil Testing, Inc. layer of at least 12 inches of 3/4" clean crushed-r-ock-or-drain rock up to 3/4 of the height of the wall should be placed between the facility and the retained material. Minimum 4-inch (schedule 40 or better) perforated pipes (perforation down) shall be included in the design to conduct excess water from behind the retaining structure. 6. All retaining walls shall be swale protected with at least a concrete. lining. Surface waters- shall not be allowed to flow into retaining wall sub drain, to approach the foundation, or to approach the crests. 7. Sub drain placed behind retaining walls should be approved and inspected by American Soil testing representative prior to the placement of fill. 8. The walls should be supported on pier foundations designed in accordance with the recommendations presented previously under Foundation Design criteria. 9. We should have the opportunity for a general review of all designs pertaining to facilities retaining a soil mass prepared for this project. General Construction Requirements 1. Where utility lines cross under or through perimeter footings and sand is used as backfill material, the trench shall be completely sealed by at least 3' concrete plug, to prevent moisture intrusion into the areas under the slabs and/or by compacting soil material for 5 feet on both sides of the exterior footings. 2. Rain water discharge at down spouts must be directed into solid pipe to carry away the excess water and prevent water from collecting in the soil adjacent to the foundation. The connection could be in a closed conduit which discharges at an approved location away from the structure. , 3. If utility trenches are parallel to the sides of the building, they should not extend below a line sloping down and away at a 2 to 1(horizontal to vertical) slope from the bottom outside edge of all footings 21 File No. 16-4006-S American Soil Testing, Inc. 4. All trenches may be backfilled with the-native-material provided they are free of organic material and rocks over 4 inches in diameter or with approved imported granular material with the soil compacted to'a 95% minimum relative compaction in paved areas and a 90% in other area. Site Drainage In order to prevent water seeping beneath footings, positive surface drainage should be provided at all times. To accomplish this it is recommended that the site be graded to provide for the positive 'removal of surface water and to prevent ponding,both during and after construction. Where area drains are required, such as in depressed planter beds adjacent to foundation or the edges of slabs, the area drains can be connected to a solid pipe. Sub drain Extensive landscaping may seriously alter the surface drainage pattern. When landscaping, homeowners should avoid disrupting flow patterns created when the property was originally graded. If the building pad should be sub excavated in order to create the crawl space beneath the structure, we recommend that the sub drain be provided and connected to the catch basin or nearest appropriate receptacle. The sub drain shall consist of a 36-inches deep and 12 inches wide trench. A continuous minimum 4- inch diameter perforated plastic pipe (perforations down) shall be graded such that the water will flow toward,the catch basin. The pipe should be encapsulated in filter fabric over a minimum of 4 inches of bedding. The trench should be backfilled using maximum 1- inch diameter concrete aggregate or drain rock up to c 18 inches, the top portion of the trench should be backfilled by on site soil and compacted to not less than 90% relative compaction. Figure "A" shows schematically the installation of sub drain recommended. A proper outlet should 22 File No. 16-4006-S American Soil Testing, Inc. be provided at the lower end-of each-segment of sub drain. The outlet should consist of an unperforated pipe of the same diameter, connected to the perforated pipe and extended to a protected outlet at a lower elevation, on a continuous gradient of at least one percent. A cleanout pipe should be provided at the high point of the pipe. A representative of our firm should be present during the sub drain installation, at this time additional recommendations based on exposed field condition and other grading adjustments may be given as deemed necessary by Soil.Engineer. Nativp g„ Drain Roc 24" 36" 4" Dia. Perforated pipe with holes down 4�� 1 T, Trench cross section Subdrain Detail FIGURE A 23 File No. 16-4006-S American Soil Testing, Inc. Plan Review and Observation —We should have the opportunity for a general review of the final grading and foundation plans prepared for this project. Our firm should also be retained to provide testing and inspection services during the grading and foundation installation portion of the work. American Soil Testing, Inc. is not responsible for compliance with design.recommendations for grading or foundation plans controlled, inspected and approved by others. Conclusions 1. The Site covered by this investigation is suitable for the proposed four single family residences provided the recommendations set forth in this report are incorporated into the design considerations and the project plans and specifications. 2. The native soil with the exception of the organically contaminated surface soil, are suitable fof engineered fill. The organically contaminated soil may be used for landscaping only. 3. The native surface and near surface soil at the project site have been found to have low to moderate expansion potential when subjected to fluctuations in moisture. 4. On the bases of our experience during this investigation, it is our opinion that trenches to 5 feet below the existing ground surface do not need shoring. Below 5 feet shoring will be required. 24 File No. 16-4006-S American Soil Testing, Inc. LIMITAXIONS AND UNIFORMITY OF CONDITIONS 1. The recommendations presented in this report 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, American Soil Testing, Inc. should be notified immediately for the 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 recommendations and information contained herein are called to the attention of the Architect, Structural Engineer .and Civil Engineer for the project and are incorporated into the Plans and Specifications of project. Also to ensure that the necessary steps are taken to see that the contractors 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 the time will change the conditions of the existing property due to natural processes, or works of man. In addition, legislation or the broadening of knowledge may require other recommendations. Accordingly, the_findings of this report may be invalid, wholly or partly, by changes outside of our control. Therefore, this report is subjected to review and should not be relied upon after a period of three years. 4. This report is not a recommendation to purchase or not to purchase the property and shall be for the exclusive use of the client whose name appears above. 5. The conclusions and recommendations contained herein are professional opinions derived in accordance with the current standards of professional practice and no warranty is intended, expressed or implied. 25 File No. 16-4006-S American Soil Testing, Inc. APPENDIX A PHYSIOGRAPHY FIGURE I VICINITY MAP FIGURE 2 SITE PLAN 26 File No. 16-4006-5 American S®il Testing, Inc. - >♦�J}F(1Prsrllnllce r C" Jam, Mo C' Wj Rflyal Tai hdia Cuisine Javk iR iiteSOX ' �'j 1=oster's rrefLe' IAidas j rd� Shell Camden ri:e Q, 2C;�mpany and Service ) , - �T-, r� U i ut of Campbell Dickey's barhei Jifty Lube ail C� ® Corpus IAedical Change Center San Jose Bridge Center r �dI Slte 1323 Parsons Ave C. pi F'aretla's Elite Evems a J r Sharp Nvc Delg Speed - Silk Honda Acura of Cam Abell c cr Elite Auto Bc�y m. - FIGURE 1 VICINITY MAP 27 File No. 16-4006-5' American Soil Testing, Inc. C t Rx rt, F n � a'rf � `.,.. � �mq 'p, 11 7{3r".•�§ t � w�VA M ,. sr th p3r wo JV yq� p x pi>y a a 4 APPENDIX B SUBSURFACE DATA FIGURE 1-4 Log of test boring FIGURE 5 Plasticity Index FIGURE 6 Key to exploratory.boring logs 29 File No. 16-4006-S American Soil Testing, Inc. EXPLORATORY PORING LOG - Dated Drilled: 4-13-2016 Hole No. B - 1 Figure No. 1 Project Name: 1323 Parsons Avenue Boring Diameter: 4" Logged by: BR Campbell, California SOIL DESCRIPTION z rA 3 ° v •� A o Sandy Silty Clay, light brown, large gravel, dry, firm 1 2 Sandy Silty Clay, light brown, 2-39' 3 1-1 29 CL 7.5 . 104 gravel and cobbles, dry,very stiff 4 1_2 45 CL/ 9 108 Sandy Silty Clay, light brown, larger 5 SC gravel, damp,very stiff 6 Silty Sandy Clay, brown, large gravel 8 1-3 51 CL/ 11.5 114 damp,very stiff 9 GC 10 Boring terminated @ 10' blg 11 12 13 14 15 16 No groundwater encountered 17 1s 19 20 21 22 23 24 25 30 File No. 16-4006-5 American Soil Testing, Inc. EXPLORATORY BORING LOG Dated Drilled: 4-13-2016 Hole No. B -2 Figure No. 2 Project Name: . 1323 Parsons Avenue Boring Diameter:4" Logged by: BR Campbell, California SOIL DESCRIPTION •o � rr Z � a o � c � �, a 0 Sandy Silty Clay. brown, some organic, 1 damp, firm 2 Sandy Silty Clay, brown, 1-3" dia gravel, 3 2-1 33 - CL 9 104 dry,very stiff 4 2-2 41 CL/ 12 109 Sandy Silty Clay, light brown,3"dia. 5 SC gravel, cobbles, damp,very stiff 6 Gravely Sandy Silty Clay , brown, damp, s 2-3 50/2" No Recovery large cobbles, dense-refusal on gravel 9 Boring terminated @ 9' bgl 10 11 12 13 14 15 16 No groundwater encountered 17 is 19 20 21 22 23 24 25 31 File No. 16-4006-S American Soil Testing, Inc. —EXPL ORATORY BORING LOG Dated Drilled: 4-13-2016 Hole No. B -3 Figure No. 3 Project Name: 1323 Parsons Avenue Boring Diameter: 4" Logged by: BR Campbell, California SOIL DESCRIPTIONrA was � •o ,� � a 0 Sandy Silty Clay, light brown, 111dia 1 gravel, dry, roots & organic, firm 2 Sandy Silty Clay, light brown, 1-2" 3 3-1 29 CL 11.5 109 gravel and cobbles, dry,very stiff 4 3-2 41 CL/ 13 111 Sandy Silty Clay, light brown, larger 5 SC gravel, damp,very stiff 6 Silty Sandy Clay, brown, large gravel 8 3-3 54 CL/ 11 114 damp,very stiff 9 GC to Boring terminated @ 10' bg1 11 12 13 14 15 16 No groundwater encountered 17 18 19 20 21 22 23 24 25 32 File No. 16-4006-5 American Soil Testing, Inc. EXPLORATORY BORING-L-OG -- Dated Drilled: 4-13-2016 Hole No. B -4 Figure No. 4 Project Name: -1323 Parsons Avenue „ Boring Diameter: 4 Logged by: BR Campbell, California SOIL DESCRIPTION z z o �° o A v •o A Sandy Silty Clay, light brown, large gravel, dry,firm 1 2 Sandy Silty Clay, light brown,2-3" 3 1-1 38 CL 7.5 104 gravel and cobbles, dry,very stiff - 1-2 48 CL/ 9 108 Sandy Silty Clay, light brown,larger 5 SC gravel, damp,very stiff 6 - Silty Sandy Clay, brown,large gravel 8 1-3 52 CL/ 11.5 112 damp,very stiff_ 9 GC 10 Boring terminated @ 10' bgl 11 12 13 14 15 16 No groundwater encountered 17 18 19 20 21 22 23 24 25 33 File No. 16-4006-S American Soil Testing, Inc. i . I PLASTICITY CHART 0 50 CL CIS W � 40 H "A"Line 30 U 20 a a' io 7 ML or 4 CL or ML 71-ZOL 0 ML 0 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (%) Key Sample Liquid Plasticity Unified Soil Symbol Sample depth Limit Index Classification Number Symbol • B-2-1 1 - 2 34 17 CL Figure 5 34 File No. 16-4006-S American Soil Testing, Inc. GROUP MAJOR DIVISIONS SYMBOLS SOIL DESCRIPTION GW Well Graded Gravels,Gravel-Sand Mixtures, COARSE GRAVELS CLEAN GRAVEL little or Fines Less than 5%fines GP Poorly Graded Gravels or Gravel- GRAINED (More than 50 Sand Mixtures,little or No Fines %material GRAVEL GM Silty Gravels,Gravel-Sand-Silt Mixtures, SOILS larger than#4 With Fines(More Non-Plastic Fines. sieve) than 12%fines) ` More than half GC Clayey Gravels,Gravel-Sand-Clay material is Mixtures,Plastic Fines. larger than# 200 sieve SANDS CLEAN SAND SW Well Graded Sands,Gravelly Sands,Little or (Less than No Fines. 5%fines) SP Poorly Graded Sands or Gravelly Sands, (More than 50 Little or No Fines. %material smaller than#4 SAND SM Salty Sands,Sand-Silt Mixtures,Non-Plastic sieve) With Fines(More than Fines. 12%fines) SC Clayey Sands,Sand-Clay Mixtures,Plastic Fines. ML Inorganic Silts,Sandy or Clayey Silts, FINE SILTS& CLAYS ILow to no Plasticity. GRAINED Liquid Limit is less than 50% CI, Inorganic Clay,Sandy or Silty Clay,Low to SOILS Medium Plasticity. More than half OL Organic Silt or Organic Silty Clay,Low to material is Medium Plasticity. smaller than the 9200 sieve MH_ Inorganic Silts,Diatomaceous or Micaceous, SILTS& CLAYS Fine Sandy or Silty Soils. Liquid limit is greater than 50% CH Inorganic Clays of High Plasticity,Fat Clays. OH Organic Clays of Medium to High Plasticity, Organic Silts. HIGHLY ORGANIC SOILS PT Peat and Other Highly Organic Soils. PARTICLE SIZE LIMITS (Sieve Openings in mm.) .074 .425 2.00 4.17 19.0 75.0 300.0 SAND GRAVEL COBBLES I BOULDERS SILT OR CLAY FINE I MEDIUM F COARSE I FINE I COARSE I - (U.S.Standard sieve Sizes) #200 440 # 10 #4 .75 in 3 in 12 ii RELATIVE DENSITY CONSISTENCY SANDS,GRAVELS AND BLOWS/ NON-PLASTIC SILTS FOOT* VERY DENSE 0 - 4 CLAYS AND BLOWS/ ERY LOOSE 4 - 10 PLASTIC SILTS STRENGTH+ FOOT* LOOSE 10 - 30 MEDIUM DENSE 30 - 50 DENSE OVER 50 VERY SOFT 0 -1/4 0-2 SOFT 1/4-1/2 2-4 FIRM 1/2-1 4-8 STIFF 1 -2 8—16 VERY STIFF 2-4 16— 32 HARD OVER 4 OVER 32 *Numbers of blows of 140 pound hammer falling 30 inches to drive a 2-inch O.D.(1—3/8 inch I.D.)split spoon(ASTM D-1586). +Unconfined compressive strength in tons/sq.ft.as determined by laboratory testing or approximated by the Standard Penetration test(ASTM D—1586),pocket penetrometer,torvane or visual observation. FIGURE NO.6 KEY TO EXPLORATORY BORING LOGS UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM D-2487) END 35 File No. 16-4006-S American Soil Testing, Inc. DOCUMENT: -22960504 Pages: 3 RECORDING REQUESTED BY: Chicago Title Company Fees. . . . 51 .80 • Order No.:i FWPS-2986141061 Taxes. . . 1320.00 AMTIPAID 1371 .00 ; When Recorded Mail Document and Tax Statements To: REGINA ALCOMENDRAS ROE 0 008 The Ridgecrest-Group, Inc. SANTA CLARA COUNTY RECORDER 5/21/2015 3395 S. Bascom Avenue Recorded at. the request of 8:00 AM 'Campbe'll, California 95008 Chicago Title Property Address: 1323 Parsons Avenue, SPACE ABOVE THIS LINE FOR RECORDERS USE Campbell,CA 95008 APN/Parcel ID(s): 414-37-008 GRANT DEED The undersigned grantor(s)declare(s) f C;2".1 Kent Kinchu Leung ❑ This transfer is exempt from the documentary transfer tax. R1 The documentary-transfer tax is$1,320.00 and is computed on: I✓i the full value of the interest or property conveyed. ❑ the full value less the liens or encumbrances remaining thereon at the time of sale. The property is located in IZ the City of Campbell. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Kent Kinchu Leung and Lynn Wong Leung,Trustees of-the Leung Trust created on September 13, 2000 hereby GRANT(S)to The Ridgecrest Group , Inc., a California Corporation the following described real property in the City of Campbell,County of Santa Clara, State of California: SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF Dated: February 21, 2015 IN WITNESS WHEREOF,the undersigned have executed this document on the date(s)set forth below..' /�� O;Kc?l 3== Kent Kinchu Leung,Tru tee Wong eun stee L*PAMAIL TAX STATEMENTS AS DIRECTED ABOVE 'Grant Deed Printed: 05.18.15 @ 03:10 PM SCA0000129.doc/Updated: 11.21.14 CA-CT-FWPS-02180.054986-FWPS-2986141061 GRANT DEED (continued) APN/Parcel I D(s): 41.4-3.7-008 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness,accuracy,or validity of that document. State of California �� County of On f J before me, , Notary Public, o'• (here insert name and title of the officer) personally appeared be' who proved to me on the basis of satisfactory evidence to be a persons) se names) is/ar&subscdbed to jAe within instrument and acknowledged to me that he/she/they exe uted 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 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITN S y nd and official seal. L'.A.NUNES Commission#2064295 z -,� Notary Public-California z Signa re = Santa Clara County (Seal) MI Comm.Expires Apr 12.2018 Grant Deed Printed: 05.18.15 @ 03:10 PM SCA0000129.doc I Updated: 11.21.14 CA-CT-FWPS-02180.054986-FWPS-2986141061 F EXHIBIT "N' Legal Description For APN/Parcel ID(s): 414-37-008 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CAMPBELL, COUNTY OF SANTA CLARA,STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PORTION OF LOT 2, AS SHOWN UPON THAT CERTAIN MAP ENTITLED 'REDDING FARM TRACT", WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1B91 IN BOOK E OF MAPS AT PAGE 115, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE NORTHERLY COMMON CORNER FOR LOTS 2 AND 3,AS SAID LOTS ARE SHOWN UPON THE MAP REFERRED TO; THENCE FROM SAID POINT OF BEGINNING SOUTH 89" 25' 50" EAST ALONG THE NORTHERLY LINE OF SAID LOT 2 FOR A DISTANCE OF 108.04 FEET TO AN IRON PIPE SET AT THE NORTHWESTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM J.O.HN GOMES, ET UX TO W. MARVIN DRAPER, JR., ET UX, DATED OCTOBER 18, 1948, RECORDED APRIL 5, 1949 IN BOOK 17.68 OFFICIAL RECORDS, PAGE 228, SANTA CLARA COUNTY RECORDS;THENCE SOUTH 00 01' 00"EAST ALONG THE WESTERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER,207.18 FEET TO AN IRON PIPE SET AT THE SOUTHWESTERLY CORNER THEREOF; THENCE SOUTH 89" 41' 10" EAST ALONG THE SOUTHERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER, 99.50 FEET TO AN IRON PIPE WHICH IS DISTANT THEREON NORTH 890 41' 10" WEST 10.00 FEET FROM AN IRON PIPE SET AT THE SOUTHEASTERLY CORNER THEREOF ON THE WESTERLY LINE OF 'TRACT NO. 1314 BROOKSIDE MANOR", A MAP OF WHICH WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF SANTA CLARA, STATE OF CALIFORNIA, ON JANUARY 25, 1955, IN BOOK 54 OF MAPS,AT PAGES 22 AND 23;THENCE SOUTH 00 20' 00" WEST AND PARALLEL WITH THE SAID WESTERLY LINE OF TRACT NO. 1314 FOR A DISTANCE OF 62.02 FEET TO AN IRON PIPE; THENCE NORTH 890 40' 00" WEST 70.50 FEET TO AN IRON PIPE; THENCE NORTH 850 44'45"WEST 69.13 FEET TO AN IRON PIPE AND NORTH 540 08'45"WEST 84.99 FEET TO AN IRON PIPE SET ON THE DIVIDING LINE BETWEEN SAID LOTS 2 AND 3 ABOVE REFERRED TO;THENCE NORTH 0" 18' 00"EAST'ALONG SAID DIVIDING LINE,215.50 FEET TO THE POINT OF BEGINNING. Grant Deed Printed: 05.18.15 @ 03:10 PM SCA13600129.doc I Updated: 11.21.14 CA-CT-FWPS-02180.054986-FWPS-2986141061 vvuvl V v......, PORTION OF LOT 2,AS SHOWN UPON THAT CERTAIN MAP ENTITLED'REDDING FARM TRACT',WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA.ON SEPTEMBER 28,1891 IN BOOK E OF MAPS AT PAGE 115 ;1`V AND LYING ENTIRELY WITHIN THE CITY OF CAMPBELL COUNTY OF SANTA CLARA STATE OF CALIFORNIA SCALE: 1"=20' APRIL 2016 w SMP ENGINEERS CIVIL ENGINEERS r.:• = v s 1534 CAROB LANE LOS ALTOS, CA 94024 j v{. r.. 1280 HOFFMAN LN 1270 HOFFMAN IN 1259 HOFFMAN IN APN:414-34-034 AFN:4I4-34-OS5 APN:414-34-OM t _, •C O+'UUY C14ARLES A&TERI 0, PMANI MCHAt2A0 A&NALID N nner,BWR ERA H(TIE)&GARY IT(TIE) Ma7hg Address M ing Address Oo .pddres 1280 IIOFFMAN UN,CAMPBELL,CA 95008 1975 FARNDON AVE,LOS ALTOS CA 94024 1250 HOFFMAN LN,CAMPBELL,CA 95008 ¢, N me(y-E 21S.50�- �__ 47AZ 4 6208T; 106.00' 29.35 "I SHARP 31AYE l = s�D� -0D3 -' ornN DEE 1IARY M /�•">7"rya i —`�1 `- 10.00'` �- Q P GENERAL NOTES VI Addrc s LOT 3 - >-.o 221 SHARP AYE T $ __-- /• - I i' i I rx 3 1, APPLICANT: OWNER; CAMPBELL,CA 95008 10 s,YY- y LOT 1 LOT 2 17-87=e 01 SHAKERI RIDGECREST GROUP,INC., 1323 PARSONS AVE. A CALIFORNIA CORPORATION t CAMPBELL,CA 95008 2CIVIL ENGINEER SMP ENGINEERS WG;ESS Ftarcc 106.00' '` SAEID RAZAN R.C.E.52724 CA591ENT 20.6T 85.33' �. / v^�j 1534 CAROB LN. LOS ALTOS,CA 94024 �t n` TEL: (650)941-8055 ••!� \_;� o o ,+ ¢ E FAX: (650)941-8755 °PlX',PhWE •t 3.EXISTING ZONING: R-1-6 fp ``�T~ _--- ��• -- --- — _-- 6i--T7— — 16 v a,EXISTING APN: 414-37-008 sl l',. 5.EXISTING USE: RESIDENTIAL 235 SHARP 4YF `F, -`: .1 / o�+ p 8.0T LOT 4 i ,� I a. o n APN:414734-002 �RRI IXTURN AAWNO pc_ _ -LOT A.PRIVATE STREET,COMMON LOT "$ i !O- ATT TH S T(TE) '� ?LEE,EVAE,PUF PSOE As'E,PWE r �+ 6.PROPOSED USE RESIOENTIA4 FOUR SINGLE FAMILY HOMES 235 SHARP AVE : j I �_W _I - I 8 7.EXISTING BUILDINGS: EX.BUILDINGS TO BE REMOVED _ �._-,- _ 85.11- CAMP[�LL,CA 95C08 $ _ �. �.._ _-__ ,. -- _ •Y �f� ;:i�;J'x��x�_:�::a�_ - -' a GENERAL PLAN: P.D. I" I +. R/ _ 5 Ovl"03'E 7.13'rzi V - - 9.STREETS: ALL PROPOSED STREET MOOIFICATIONS WILL BE IMPROVED TO •P THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. <<--.I LT l ' W N ! ! _ i ¢2: I $. 10.EXISTING USE OF ADJACENT PROPERTIES: RESIDENTIAL, SINGLE FAMILY, 1387 CAMOEN AVE _APN:414- 1L WATER: SAN JOSE WATER COMPANY I $ Wnc. SHELL LL OIL OiL PRODUCTS US/JFFY LURE Marling Address 12, FIRE PROTECTION: SANTA CLARA COUNTY K PO BOX 2967,HOUSTON 1X 77252-2957 'j' m B041 C/O PROPERTY TAX DEPT - 13,SANITARY SEWER 'NEST VALLEY SANITATION DISTRICT 2 1341 PARSONS AYE - APN:415-34-001 14_POWER AND GAS: PACIFIC GAS AND ELECTRIC O�-AOYP -ALAN T F 1341 Address 15.TELEPHONE: AT&T 16,STREET TREES: ANY NEW STREET TREES IN PUBLIC RIGHT-OF-WAY _1341 PARSlF7$AYE = fAMPBELL.CA 95008 TO BE PLANTED IN ACCORDANCE WITH CITY OF CAMPBELL ORDINANCES g I 7 IS 17,AREA TO BE SUBDIVIDED: 33,263 SQUARE FEET(0.76 ACRES) TO 8E / �A ! ;BL`�\\�`i�y.��'•'_/ ' I '- _- _ _ SUBDIVIDED TO 5 LOTS. DRIVE I GRAPHIC SCALE I&CONTOUR ELEVATION: SEE BENCHMARK NOTE ABOVE. - I m .. - - -- ,-_-- _ 19. ALL DIMENSIONS ARE IN FEET AND DECIMAL THEREOF. : '"FPSE Y 20. LOT A SHALL BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION(H-O-A.). r'NEW S.q'STP ETDEDiCATICN " IN FEET) ei E _ s:m_a'0o=r szgr/ :y ,;; ',.3 1 1—h=z° tL 21,NEW STREET NAME: PRIOR TO RECORDATION .. �..: :�.7 - p � ..: 22 EXIS77NG WELLS: NONE �d ._�._,d •c.�__-._ 1' _ t.__.._,'... ';'a. "� 23. FLOOD ZONE: X. FLOOD PANEL: 06CBi CG30E .u, w "S, File - \ - •/ A APPro _ \ / Apprc \ / ResO \ / Auth( i We hereby certify that we are the owners of,or have some right,fit/e v n v v F%%-,a,) t v r #4 v v t ' Rill /,Zoo/t or interest in and to the real proparty included within the sabdrvisim State c as shown upon fh/s map,and that we are the only persons whose BEING A PORTION OF LOT 2 RE DDI NG FARM TRACT rxpes r consents are necessary to pass a clear title fo saidprooerty and the sm we hereby consent to the making ofsaid map and subdi✓isma as kinds, shown within the blue border,and hereby dedicate mpub&use SANTA CLARA COUNTY CALI FORN IA shown, Parsons Avenue,Parsons Court and SharpAwnw;except assp&6&al/y Survey reserved below. n We also hereby dedicate fo pub/ic use that certain sfriv ofland which Scale. I =60 J U I y, 19 b.5 Oate:f is designated"%!reservation;being one foot h width along the Wes/erly terminus of Sharp Avenue,andreserred exclusively for the owners LEO W. RUTH CIVIL ENGINEER of lots in said subdivision anti/addrlrbrral land for the extension of Sharp Avenue is accepted by the Board of Supervisors of Santa S A N J OS E, CALIFORNIA Clara County. COUP We also hereby dedicate to pub//c use easements for public utilities under,on or over those certain strips of Arad designated PU.E" lhereb (Public Ut/lihes fasemeal)and"A.E'07chorfasement)as shown LEGEND l52¢i and dimensioned on$aid reap in said subdivision. ......Iron pipe set P.U.E..........Public Utilities fasemenf. substG ive also hereby dedicate AoombAc use easements for//ght and air, -a._._Iron pipe found A E.......__....Aochor Easement and ai on or over those certain strips of land ly/ng befweBn the lines of -a0-..._Conc.Mon.set B.66.L... .._Building BefBach Line Subd streets and the/ihes each designated"A 5 6.L. •-0• .......Conc.Mon.%and trine of Line),as shown on said map in such strips of/and, and/a as well as the public at dies easements Avew above dedicated,to be kept open and free from bu//drugs and structures ofany k/nd except lawful fences,irrigatrbn and sprinkler systems and NOTES Oafe. appurtenances thereto. CAL/fORN/A PACIFIC r/TLE /NSL/RANCE' COMPAMr,,a corporal/on,Owner 411 distances and dimensions shown on this map are in fee/and n decimals thereof. The blue border rirdicates the boundaries of the land su6d/vided ..eee"`.................. .. ........... . . Icy........ .._......... bg this maFe Geo. 8.Myrerr, ardent Me/G mes, sistanf Secretary CLEF CONTINENTAL.411X/L/WRY COMPANY, a corporation,Trustee BASIS OF BEARING SUPt /f is of The bearing,Easf of the cenferliire of Redd/ng lloao;(60'wide)Eeing And th a/so the sou lbor/y/ire of lots/,2,3,4 ands of Redd/ny)brm Tract, Court 8y recorded September 28,101,in Book E ofMa,os af,oage AS for dee Santa Clara County Records,waa taken as the basis ofall bearings purp0 shown on this map. easem . � herbyy The C, STATE OF CALIFORNIA ss STATE OF CALIFORNIA ss map a of Su COUNTY OF SANTA CLARA } COUNTY OF SANT CLARA /herd /�-�,�-- y� fJ �,r� Board On this. ,.dayof... .d(llLa..!.ol/.5...._..;__, Onthis2x...dayof...Iffgl' .......19M,beforeme,Tdr/� TA.(l.S...._., a Notary Pub/lc in and far$ald county and state,residiirg therein, a Notary Pub//c in and for said county and state,residii�irt�herein duly sworn and commissioned,peraona//y appeared Geo.A Myron duly shorn and commissioned,personally appeared and M61 Comes,known to me to be the Vice President and Assistant Youaq known M me to be the Ayenh Secretary respectively of the Cal%Mia Pacif/c Trfle Insurance Company,. respeclive/y of the CO17ti17enta1Auxi/iary Company,/he the corporation that executed the wifhin ins/rumenf as.0wner,and corporation that executed the iwlhm rhstrumerrt as Trustee,and Me persons who executed the same on behalf of Said corporaf1017 the persons who executed the same on behalfofsaid corporabon, and they acknowledged to me that said corparmbba executed and they acknowledged tome that said corporation executed COUi Me same. the same. IN W/TNESS WHERE OF/have hereunto set my hand andaffixed /N W1TN665 WHEREOF/have hereunto set my hand and affxed File Ne my official seal fhe day and year fii-St abovewri/fern. my official seal the day and yearfrrsf above wr/fleas. Accep. My Commission expires: My commission expires: santa ..... s .................. 91.9.:195Y........ Notary Pub/ic in and for the County .............. :/.9..:.19,59........ Notary Public m and for the County of Santa Cara,State of CallfOrnia. of Santa Clara,State ofCal/fornia I I� NO. R401&s d L T v V V V V V I I I V I V 7bo / 20.00, 90,00'00" .31. 2' 20.00' 2 20.00' 89. 40 00" 3/..30' /9,6e' hell 20.00 90• 20' oo" si,s3' �o./z• BEING A PORTION OF LOT 2, REDDING FARM TRACT Fa/ at. SANTA CLARA COUNTY CALIFORNIA ba: Scale- lu = 60' July, 1955 E� GEND ---�—......Iron olpe set. LEO W. RUTH CIVIL ENGINEER NC —.--..... Iron pipe found. set. SAN JOSE, CALIFORNIA Off -.p--._..Conc.Mon.found. fee P.U.E..._.........Pub/ic Utilities Easune/�t the A.E.................Ar/chor Ease/nem� sub B.5 B.L..............Bui/dreg Set.Back!•Jne Camden Ave.1 1'f_1 Nail Shiner fd. /roo pipe I rdh*bfG ��..- �I Nad-d Shiver set ��----,_---L- --- — I I I ------- I X . , .t f t DMIL NA I I .r• i ...-......N Vol 20'E .94'........_.. b i 'e. A" ,� PARSONS I AVENUE N above - *- _/ /?06.68'�� - - --- --- - -'/soo - - - - - - - - - - - - -isoo - - - - - - - - - - y— isoot4 202.02' __� 290.00' yam- 27G.47' \ 1i?S.O! sa9•4/'/a`J.. --.:- syoz' —-� .S U.E..- /rY isaoo' EosL�rnrn.. --e--^�(7.1-- io.00• }•- ca.os'rt -- I 11 NOe•20'6 3 S%o•.O.6.B.c� / I / 2 / u. 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".'. •- s z °" , low" r dl C+aJ.-,Ron ,I,II 1�1{7,r I M ll I'ir it r E�, S r•r' i 11aR ;, ,l I •, .� , t 4.t+� this • 1 i I I ' 't I =,ftl r ,'` LP t , tl 1•ilI IIr I{ ' ,fl , Irlii! , rtl r, cv � «b, x«>,.�x'�"• arra+,.n r` TI'*`" In I: a tl ,"' ■I �+L, •€ i i I "^! , h�. Ow 1 ,t '1 , 11{ , -<. R"t,^_ e r,:oa ,psx t;•�•,,-'�`" jf"-'z;"-,"a„�q� a°`^'.IIr..' fi "•'H i ( as - I .'� ' ,. �: � � � y... .., tE .,r„ 1 I � I ar. I r Ala ' I+i li + � •' a• .II 311. ""AMD'too A z t. Polo 4. A '< -0 MOM 1 Who r114' pop UST +6�, :� ++ 1 � t 11ld1• a,t,ar - -:.' - 9 !d `� }.;a - KIM Ratio A a � • ,a A ii.; ♦ iAf ��''�.�,,'��� M1'��'�I�+LI��'� � �;',� '� �1+;�' �y� �,pi{, 7i� •� p �I��! �'�' III ..� .i��V' � • r � ,._ rIR kq '.i� Akb�i .'M�� l�!►'!�I'�+t.+lt�!'+' .rlrlll, }��AGj.',, Id' I �, ddl .F� rye ,ail �3x 0-: , " , +� 4 I c l� � ; ', o t � ? Ay, s!fiits Mlii i cid,I Rt�A I� i kalid �a�r�tF'crib �ali�l��r�n�Pal �L�LAN rrr,� el � + 1iu�� a �. t _ a aai ,,.. r • d\ ,13 11 , I I a.11 2 � , 'ea ' Ir1 •`r V 'Ok 'i� Cow , : nN ih. , r�' ad . , ;r + Ca a • Ina, .I�I� r'k ��+�1:S�-�ra :�pr����; *i dle L{ 6O ut hA1 Ir tally t.�I�:X.t�n f,._Oa ld ,�huOwe��ouKr � Ott :to i 6n ri 6 :A'Ot rlx 1���earl.;bel�:�+`�1 ��� � ������ �' MAI .� Ind , t :eaa. r tirk :- r .�, .. :,�.����a��,��t�� �� :���I.rla��, �ro� �� �c��vta���'• ��r,�� I71 '���� ` lt a;t ,. g�-deed . ,�t,l'dn;K ¢ l +�° lcctk ,1 BII�iI :.1by "4 # ? �d` cur �` t - gor,d�� rh,h �I �ttutt3 �1jc�d :¢ t�a�' atr� teG at acid v. .a � „ k ww.w:+w.�a..��.war.nwr.w,��4. `>Ir�4r.� ���kJ:��:ay�yywi���„�.7.•K��IC,y����..����1 �1J6'•,�6{►'�r�%�r l+ 'il!1-r � ar��"� ��r,�i+�i �•��r � r 'tea: Ir a lo go so test u ran Iron`pllpa eet• .�3� ��Qh�� tTQIAV' Gh+>� �113'ft��R A�` �h� un4 p'no .lbao Iptaf.bMir Mal an*-h If acre aS A part rat **$a `:I.�t 2, e rOt_ xtw>N�' rd + t�,�+ 8 b F.' .Mr mp �oc I Atle"re Kid 'F ry1'alwer. CGlir 0,4x NO twit; Sonia Clara Counly,Caigbrnia SFD.LPIPE COUNTY �N`� ? Gm 1voRruF/RSTSTREET .1.30 ✓u[Y,7962 FD.S.PtPE'_� S 9�25•�AO r C —_\'O�SP� l�� � • _F D.S.PIPE s II 0 z �v9� I eW0 ors FD.I.PIPE 0.4a�t-iO�lTH 1 1.,,5E�I.PIPE aim I q 4<,o r�I ` e Tfie G�Qa�yy g�'/I'0?DE�a-/he eenfer/iie g�' �` Porso175!/UM"aS alzlw tt�rr 7,-=`/fJ� a� Brvol�vio'e AGGfio/%Q'mop o tvliirl�vos `�4�.R ,� , �evor�ei o�SDi�f /oro ars haws A// ; g° $, o 6Por�i�ns slsouii �jPreoa. -� � � o Z N r6 t r2P ,v h n �ry h ,I F. 0 p li Q d v p L Nt39°<O oo.v 99.50 10' 15, `••: 25/ FD.2.PIPE„ ?u 50'Z i' CERTIFICATE OF. UMVEYOR g w N TMS map correctly represents a survey made ° = r by me or under my direction in conformance �, ,,, ,�., , 8 it O i✓ith the reQulremenis of Chapter15offDiViva? `�""'-' 3 of the Busyness and Professions Cbde of " N the reQuest V.RWIVz=,a in Juiyy,1962 10 a Robert 6."9,0ermott 25' sa f 2s' LieerrsedLon�/dJbrv¢yo7r�A Cert�rcal/e ftmber278a Citt7SQlINC OF S I�RP �V6NUE` .•••F.D.zmY./AOtsL. /. 400 W.Ruth,hereb survey made undar . .. ........... 4j Q0tAVTK ENGINEER 2:,. This map has been Section 8766 of i PARSONS AVENUE i found v&tis1,pc&j3 ROR.OR -YO'i?O'W 6,?.,02' Rs3olutian of the .............. coz/,Wly RECOR PlIe Mo.....124 at* Filed at the re?m- of IMP,00 di Page- the 400UIJIY Of.9.0nI r wr ...............49v-�. .1 %j .4c.a 76 BASIS OF BEAR The hewrin_g,,vo-.v shown on that ff", APHI /0 1956 in A County Official A o fib' shown on this nvp C,r a RECORD BEIAIG A PC SANrA CLARA 0 LEGEND: unless nbied 0y*er W;&* LEO W ) Fa&fpd*,I I p set A4-/.P SAN d SCALE -'&Loci/vtv1on shown upon th/s map,and that we are the only�oersons i wo (c/sneers whose consents arenecessarytoivaso a c%artif/etosaic/ direction in property,and we consent to 1-he making afSaid reap and subdirrsron as shown;t) as shown within the blue border and herehyeledicafe fopub//c exist and tha use,fairbanksAvenue,Sharp Avenue,5harpCourl;ParsonsAvenug B R 0 ® K S i D E said monum and ci pcv-tion of Camden Avenue soindicated excepfag retraced. specifica/lyreserredbelow. rJatd We also hereby dedicate for publ/e use those strips of/and < designa fed a s Ra sons va we ; being one foot in A width along the O Wester/y line of Parsons Averwe and the Westerly terminus ofMAN fairbanks Avenue reserved exclusively{or the owners ofhtsin said subdivision anti/addifionq/sfrip or strips of/and for fhe ex tension and or the Widening of fhe above named streets is/are accepted by i e,board of Supervisors of5anta Clara County. BEING A PORTION OF LOTS I a2, REDDING FARM TRACT We also hereby dedicate forpelb/ieuse easemenfsforpublic SANTA CLARA COUNTY, CALIFORNtA utilities under,on or over those certain Strips of/and lying between the rear/fines And/or side/fines of/otsandthelineseachdesiynafed May, 1954 as"Pub/ic Utilities Easement Line"(P.U.E L.)and flnchor Easement" CO UN 7�y , (A.6.)as shown on said map within andwitho&45;a1d5,Vb07vision, LE O W. R U TH CIVIL ENGINEER / hereby 4 such stripsoflandtobekepAopanandfreefrombvildinys saN dosE CALIPORNIA Tract No./3/�, and structures ofany kind. is sabstanifa. We also hereby dedicate for the public use light thereofanda� and air on or over-Above certain strips oflaadlyiag between the Subdivision i lines of streets and the lines each designated as;building Set-Aw* L f GE AID time ofappro 11ne"(6.5,ii.L)aa shown on said map within said subdivision, The blue border Indicates the boundaries of the landsubdvioild and that lam such strips ofland tobekepto,,oen and free from bu;Ah;?gsand b this ma structdres ofany kind excepting irrigation andsPrink/er y p a/1 systems and appurtenances fhereto.Wea/so herebyiote toffy distances anddimensions are in feet anddecima/s thereby' Coun$/of5anta C/aru and�elease,m/ioquish and abandon any and a//righfs ofingress Jb o Iron pipe set ardeggmss from Camden avenue orer and across the southwesterly/iae of fhe 30 foot sfnp /ron pipe found herelafa-e deakafed y6r Me wldemng of Camden Avenue. ^ -- Concrete monumentsat R 5, E UI DERS,/NG., a CO r n owner. lJated./a.�uai � v Redwood hub found ��a 5y Set nail¢'shiner L. ant bug rre C/fuehn;s,Secretary - Found road nad 6A515 Of PEAR/,VG The.bearing,West of the center/ine af/Qeooding Road(60'wide)beinga/so CREAT.OATS SECUR/TY CO, a corporation, trustee. fhe southerly line of Ibis/,2,3,4,and 5 of the,?eddiny farm Tact,recorded 5epteinber•28,/89/,in Sook uE"ofMaps atPage!/5,O>�cia/Records of Santa Clara County,Cq/ifornia,was takenas the basis ofa//bearings shown on this map. CL L-RA 01 Vice President Assist4nt5ecretary coumrY /1'L`CORDERS CfA'r/F/CATE !t is order. File No, fee 11S=° Paid and the same Aecepted for record,and recorded/n booA -5�54 of,laps at Pages 22 Avenue,Parsc a d 2$ in the office of the County Recorder of Sarrta Cara County, and therein o; California,this-2-sdayof✓Qn• ,/955, at 2%ems P �y accevfed foj dedication; Y 57ATE Of CALlfORN/A s,s _ oA map andoffe COUNTY Of SANTA CLAiPA tn C.7u//y, Cony recorder The ClerA On thisLday ofJl�il//955 before me,eJA�t ES a�PAta Cara County,Ca/ifornia of sAid map a Notary Publ/c in and for the Ccwnt-y of Santa Clara, 5tat e of of the�eby c California residihyihere;n,duly camrniss;onedandsworri,/a��ona//y STATE OF CAUFOR/V/.4V Ss /hereby c appeared L.H.'Sdhulte-and fu neCltuehais known•to me couNTY of fNONrLREY the hoard< to b6 the Presidenf aindthe S a-retary respectively On this/P dayof rL—,/955,bdbre me F��rh ��� on ad l a.Notar• Public in and for said count and state residing t �rein duly T of the•,Brookside Builders,/nc.,the corporation Sworn and commissioned,persona//ysaredjaoa/l.Poca' f�iia L.. rio� that executed the w/th/n instrument as Owner and' known fo ine to be the{'ice Prr�rsiddntandAssisfant5ecrehar rps rve of known Yb me fn be the persons who executed the same on behalf y per. of the eorporeat/on nar.7ed therein,and acknow/edged fo me that the Great Oaks curify Co.,the corporation that execu/ed ih e NdI7117 instrument 6veh cczrporabon executed fhe same. " . asTrustre,andknownfomefabethepersev�s who execuledthemoveanheha/fof IM W/TA/ESS W11ERE4f, /ha re hereunto Set my hand and corpororavzgzecmedfherein,andtheyacknow/edgedtomethatsaid affired my officia/sea/the dayandyearA)this cert/ticate coIN WITiornexecuted Same. first above.tvr-ittsn. /N W/TNfSS PVNEREOF/have hereunto setmyhandandaffiX9dmyoff.Cia/ Sea/the day and year firsiabove written. My comet;scion expires My eon7mission expires tarypubM=inand&rtheCounty of Santa Clara,State of California Notary Public in a he Coanty of Monterey,State of California M A N 0 R BEING A PORTION OF LOTS 182, REDDING FARM TRACT SANTA CLARA COUNTY, CALIFORNIA May, 1954 Scale: I"= 60' LEO W. RUTH CIVIL ENGINEER SAN JOSE, CALIFORNIA vl tr the b/ee harder fnadicafes Me boundaries of the /and sebdivided R' / 1 A5 6% � � by fhis /t// disfonces and di/nenslons are in Pair/° and deeimo/s f/se�ol' wo. E y'°end / _ goa /' 14 �- .Eedwaod hub found / d ��w o �°D �y '• v v �; 2 --°- 5ef noi/¢ xhiner SQL° • found road nc// � `_ / �.9 c / y 13 0 6.4S/S OF BXAZ IM9 9' � � / 10 'AA The bearing,klesf, of fiFe cenfer//ne oP 1Peda60:13• .eaoo; being also fhe roaflrer/y fine oP /ofs ; 3, , Y 9 / s�' i ey I( '�� y• b ¢, dad 6 aI' Peddin Fenn Tracf recorded Sepfemher 2a, !B9/, in Book E�1'/�Ja ar/ /�a e//S,.sdi/!o C/oro '� I90'. / ;o°' Z Q• `QZ �, � y o S Goer�fr Cecords, as fa en ds {� basis ee a// I {o� 9 s `w droronyr Shown an 5,�+° Sn •90 ''000 43 /as./s' t • -s { /2 \c�"' J L•���°• N/5'°B'�"d � teS is '30 ei upyE .G ATA �k Ggfe / $ ���P v' /9ov �.l o A C1u� /y4.6a/a yJ �. 2s' C zs' _ Curvet R d L / �/ (9 ip� r �y.Z6 od b° IVY G� / ?A00' Sb' OO 00 20.00' 3/,¢Z" / 9'/ 2 20.00' 90' aa' a0" to. 3C53' � 4� � tea_ u a by D'9° /!.N'yE�'' �1 i$ 24 3 20.00' !Os° OB' so" ZL./3' 3G.t0' Q Da I I e: Z ¢ zoca' /fs' os za' �Tr so3a' / / 7 � 39 �I 1$. o j 5 30.00' /3F 3/' 30" T/,59 70.¢¢' TH /OPLE NOR 6 00.00' S70° OO• 00` 30pC' 47/2- ' O/ 2° L' - �., es"6., oB'so"� /isan' 2L;TF / M/°°e/ 6 . 0 �O osy - �� Atop ` /0. 0(/ ® 24 38 41 5 t�` dr a� ,� 7 0 9 /. �. �� �\�� ��d g �, 91 y •�c5°g 36 37 yl //daa N w 34 � ra s u /°L.9s',eiae•Y`R',\ln. �� b I I 8 x 93.ao' p i / I 3 . _ _ _ I�l /0% Sa.zd TO.ap'— —10.Oa 27 I A Z Akk / /Qt/�p�'j� � .v rr /bb N$• �, •ei�y. b� � 89 5=- s //6.aa' Q_" / 4> ,� ... . /• y A I .VofTH Q✓` / I I 8, v t4 33 3�r,�a��.32 . o 31 30 q$ 29 $I h a. w •o Ip Q I �S I'�' �I 2$ • / © ZS' C 2s' � -� _. I r2.s'essc. Zs' PS' Imo_ 4'N.rA'iwSon faan.T!O © y'!✓be orn6e 96a�ia.}f� 71CVt' _ 9Td0•-_ / $ T4.59' RS.oO' Y/.aa' To.Ao' .7U.GY' 1 — 9fdB' O `0 _ z/Q9z _ PARSONS 'y -?a,� aa6:,aC AVENUE ti i ti 'NOTA'AAT9f..Mis We,o/Y/s/ON 111 %- AI {R011i iff$ fT C/x Job_N.O. /0283 Sheet 2 Of 2 Sheets necessa to.ass a dear tifle to.,sat real r ro and,}hat we hereb do can9enf fothe n1 p P. � y ,C�Stdev>— of ffle Corporation described in and that preparatlon and recordation of said map of land within executed the within instrument, and also known to me to be the person who the distinctive border line marked in blue• executed the within instrument on behalf of the Corporation therein named B E�IV1 TERR E HERBST, INC., a Nevada Corporation, as Owner and acknowledged to the that such corporation executed the same as Owner. IN WITNESS WHEREOF 1 have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. ERICAN SECURITIES COMPANY, a Corporation, as TRUSTEE BE 59 ;»"'----- _e a -,» tarp public in and for the County FIRST AMERICAN TITLE INSURANCE COMPANY, a California Corporation,as Trustee a`r'- `'`"'=' ^" Clark'` State of Nevada e19- Notar,.-.�usi:mod;; :a i•:evada i �V� LJ'�I440 (elf LG L 6/✓9./EL'k��G ray _°.' CGt.S�T(' - - \ --- ^^`*•tib¢vvoameuavv mmemn+-e.a....•..D • /tip` R/s /98-50 >- e 3 QI Z p I l � nil W :I CAMDEN AVENUE -P•K.Nai/ of �o 01 � Gity Ll nit Lirte nil . N 451 /5 00" W 20/.27 ~ /40.73 l (20/.6/Roca vifh Blass Pin J ••..F.I.Fd Cone.Mon. •'1- W W /"l P. N `J N 6- /5 S43 i5'E Rk.1,12308 Z 0.27' 0 Note:The•following n�iggh!ofways or easements farcoriveyance N 5ef!°1• of water maq affect Parcel A': l P I. R/w 18 D..38 2. R/w 163 D'.255 CL 2 PARCEL "A° 4. Ww 78OR.4z W v 0.356 Ac. Net 7 Z 3 1—Fnr LEGEND ' , T o N R � � Kl. ° ` `r'•a---Y�.y,SN,ran.+ fx;:.-.;,. ,. ., a°� n ojy o ....Indicates Monument Set as noted. •••••Indicates Monwrient Found asnoted. U 3 ,f p — ` ��5 (�23.45) •••• Lr,dicates Record Data. �� G. a4 5 y IWd o o c STATE OF CALIFORNIA ) s STATE OF CALIFORNIA Z s.s. >r COUNTY OF 1 A'CLARA) COUNTY OF SATA CLARA) o Z qqnn this !ay0 1976 before me, on is day o f N/�M� 1976 before me, Q N o L r l._J� y Public, in and % I M4 IV —a iwttaary Public.., in and r fosaidi$T.ate a CON+ty. du1 .eemml nne¢and sworn o said State and Court duly cc Issloned and sworn \a person aPP�' C/� Personally appeared'/,i.7 ///4 .tllserrAT{ I•. i,.;i <. ., R n o me to be the "..rI1J:� !n,.' knountametobethe k the Corpora(ion rsiaTin� c� of the Corporation ciescrib lJn a.T., at:e1 rnb Within instrument,and gibed in and•that executed the wlthio instrumoerrt,and - / also known to ma to be the persons Ktio exuuied the within also blow to me o be the persons who executed the within p Instrument on behalf of the Corporation therein named,and Instrument on behalf of the Corporation therein named,and ; 5 acknowledged to me that such Corporation executed the same acknowledged to me that such Corporation executed the same as Trustee. as Trustee. „t '`'•";��':,''''»�"=';C; .�.;`,","?;:`.,� fj --- , IN WITNESS WHEREOF I have hereunto set my hand and affixed IN WITNESS WHEREOF•i have hereunto set my hand and affixed OFFICIAL SEAL v 1 ° _ ti,t fit. my official Seal the day and year in this certificate first my official Seal the day and year in this certificate first tAWpENCE QUINS!gND, Si WtYf �ep ' above written. .4 abovewrttten. _ m� NOTARY PULit•CA-IFORMA / 9ANTA cIAaA ccuNrY ' ';'�/ BA /a. ` lay co•nm,o,Pims AUG 26,1979 1: _ ,y, Iiy Commission Expires Notary Pubiie fn nd for the Cou y 1ly Commission Expires Notary Public in and for the County . D.O.Gov 403,Cemohe!! ra oc fB(HkE81h C#96062 _ of Santa Clara,'State of California of Santa Clara, State of Cal i fornia n vvvn..Vr tvl rN n1 rnVv:LVWA5 IIAMN AS THE BASIS Or IMAKINU FOR THIS O STREEFMONUMENT FOUND ASNOTED ' 3 RECORD OF SURVEY 1-mm 1 RECORD DATA PER WAS REFERENCED ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. BOOK 178 OF MAPS AT PAGE 16 Th BRASS TAG SET INTOPWALL,R.C.E.W. 4 PARCEL MAP C `�1 BOOK 336 OF MAPS AT PAGE 1 YVIRON PIPEFOUND ORAS NOTED 6 RECORD OF SURVEY X SEARCHED FOR NOTHING FOUND \ t BOOK 178 OF MAPS AT PAGE 6 \ REFERENCE DOCUMENTS A CERIFICATE OF VOLUNTARY LOT MERGER o SEE DETAIL DOCUMENT O.1864 268 / �9i° I ° FNI S 89 49'27'E 2 i B DOCUMENT 13333212 // S 89 0 92' E _ — — —165.00'—2 — — — — — ; 30.00' !! lot 2 4 SHAMROCK DRIVE Ca `U `�'• (S 89°4927"E) 41 O I Icn 80 i cn � N I o MD MA NAILS 22 ^'�m i ,20 �9 ,o '� o�rn /NCONC 9.42 r„ , i , I / NO TAG' B 00 a. %/ �132�� 5 TRACI NO 294 rp �3 10 M 25 z I i FND 3/4"IP \ /'W BRASS TAG s (N 89°56'30"W) '5 ' f \\ d% / RCE 13173 &g0°00'00"R=20.00' A S 89°49'27'E / I L=31.41' � FND 3/4°IP A I \ (44.8V 1. W BRASS TAG FND (4"IP 4l/.85' A o 0 1 •ND RCE 13173 W.BRASSES TAG 41.86 5 0 0 RCE 13173- ) o cNA � /N Lh SEE DETAIL"A" o w rn \\\ ` SE /1l Y �t 101/2"STEEL PIN �p \ \ /�� `rOf°000, 6 y ' 20 1 ' SET IN CONC 4-�(/ \ .& ��,, F 4, Q CA IN MON WELL ems°2l� \ Iy 6J �J NO TAG O.U. `6 oFoh�'����oo� !M O O 0 DR '\ 'b S FND BRASS TAG FND 1/2"STEEL PIN SET FLUSH W CONC �� 31 ` ' SET IN CONC /N MON WELL \ RCE 13173 r' �r NO TAG O.U. \'\ / O DETAIL A DETAIL B �. COUNTY G . :.:.. ... .