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HomeMy WebLinkAbout1323 Elam Ave e/dt • - ,y a 1087 Meridian Avenue,Suite 68 �� i �tIC San Jose, CA 95125 4 . 4 TITLE COM ' ANY (408)266-5414 Fax:(408)266-5415 i ELINIEW RV EP RT Our Order Number 0622014458-GH COLDWELL'BANKER 1712 Meridian Ave. San Jose, CA 95125 Attention: CURT KEEGAN When Replying Please Contact: Gale Houck ghouck@ortc.com (408) 266-5414 Property Address: 13231Elarn Ave,,."Campbell-CA-95008 In response to the above referenced application for a policy of title insurance,OLD REPUBLIC TITLE COMPANY,as issuing Agent of Old Republic National Title Insurance Company,hereby reports that it is prepared to issue,or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth,insuring against loss which may be sustained by reason of any defect,lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules,Conditions and Stipulations of said policy forms. The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said Policy or Policies are set forth in Exhibit I attached.The policy to be issued may contain an arbitration clause.When the Amount of Insurance is less than that set forth in the arbitration clause,all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the Homeowner's Policy of Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Exhibit I. Copies of the Policy forms should be read.They are available from the office which issued this report. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit I of this report carefully.The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens,defects,and encumbrances affecting title to the land. This report(and any supplements or amendments hereto)is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby.If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. Dated as of October 23, 2014, at 7:30 AM LD lgEP W•LEC LE CO ANY For Exceptions Shown or Referred to, See Attached Page 1 of 6 Pages ORT 3158-A(Rev.08/07/08) OLD REPUBLIC TITLE COMPANY ORDER NO. 0622014458-GH The form of policy of title insurance contemplated by this report is: _ Homeowner's Policy of Title Insurance- 2010; and ALTA Loan Policy- 2006. A specific request should be made if another form or additional coverage is desired. The estate or interest in the land hereinafter described or referred or covered by this Report is: Fee Title to said estate or interest at the date hereof is vested in: James Max Alford, a single man The land referred to in this Report is situated in the County of Santa Clara, City of Campbell,State of California,and is described as follows: Beginning at a point in the center line of Elam Avenue, distant thereon South 89° 44' West 478.00 feet from the point of intersection of said center line with the Westerly line of the San Tomas Aquino Road,said point of beginning being.the Southwesterly corner of that certain parce4of land conveyed by Henry R. Daggett to Robert J. Clark as Recorded on September 8, 1947 in Book 1447 of Official Records, Page 99, Records of Santa Clara County, California; and running thence along the Westerly line of said land so conveyed to Clark, and the Northerly prolongation thereof, North 6° 40' East 300.76 feet to a one-half inch pipe in the bottom of a ditch; thence along the bottom of said ditch, South 52° 33' West 203.26 feet to a one-half inch pipe; thence leaving the bottom of said ditch and running South 63° 59' West 162.80 feet to a one-half inch pipe in the Easterly line of Lot No. 2 of the subdivision of the Lovell Tract, the Map of which is Recorded in Book"Fl"of Maps, Page 5, Santa Clara County Records; thence along said Easterly line South 6° 53' West 105.94 feet to the Westerly terminus of the center line of Elam Avenue; thence along the center line of Elam Avenue, North 39° 44' East 285.24 feet to the place of beginning, and being a portion of a part of the Lovell Tract marked"Cook Tract", as said Lovell Tract is of Record in Book"Fl"of Maps, Page 5, Santa Clara County Records. EXCEPTING THEREFROM that portion thereof conveyed to William Robert Gunkel, a single man, by Deed Recorded April 7, 1955 in Book 3136 of Official Records, Page 170, more particularly described as follows: Beginning at a point in the center line of Elam Avenue, distant thereof South 89° 441 West 553.00 feet from the point of intersection of said center line with the Westerly line of the San Tomas Aquino Road, said point of beginning being also distant thereon South 89°44'West 75.00 feet from the point of intersection thereof with the Westerly line of that certain parcel of land conveyed by Henry R. Daggett to Robert J. Clark as Recorded on September 8, 1947 in Book 1447 of Official Records, Page 99, Records of Santa Clara County, California; thence running along said center line of Elam Avenue South 89° 44' West 210.24 feet to the Westerly terminus of said center line in the Easterly line of Lot No. 2 of the subdivision of the Lovell Tract,the Map of which was filed for Record in Book"F-1"of Maps, Page 5 Santa Clara County Records; thence running along said Easterly line North 6° 53' East 105.94 feet to a one-half inch iron pipe; thence running North 63° 59' East 162.80 feet of a one-half inch pipe in the bottom of a ditch; thence along the bottom of said ditch, North 52° 33' East to a point therein from which the point of beginning bears South 6° 40'West and parallel with said Westerly line of the parcel of land so conveyed to Clark; thence running South 6° 40' West and parallel to said Westerly line of the parcelof land so conveyed to Clark to the point of beginning, and being a portion of the Lovell Tract- hereinabove referred to. APN: 403-09-046 I i Page 2 of 6 Pages ORT 3158-8 OLD REPUBLIC TITLE COMPANY ORDER NO. 0622014458-GH At the date hereof exceptions to coverage in addition to the Exceptions and Exclusions in said policy form would be as follows: 1. Taxes and assessments, general and special, for the fiscal year 2014 - 2015, as follows: Assessor's Parcel No . 403-09-046 Code No. : 010-005 1st Installment : $605.84 NOT Marked Paid 2nd Installment : $605.84 NOT Marked Paid Land Value : $21,652.00 Imp. Value $20,710.00 2. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Section 75, et seq., of the Revenue and Taxation Code of the State of California. 3. Any special tax which is now a lien and that may be levied within the Library JPA CFD 2013-1 Mello Roos, a notice(s)for which having been recorded. NOTE: Among other things, there are provisions in said Notice fora special tax to be levied annually, the amounts of which are to be added to and collected with the property taxes. NOTE: The current annual amount levied against this land is $33.66. 4. An easement affecting that portion of said land and for the purposes stated herein and incidental purposes as provided in the following Granted To : San Jose Water Works, a California corporation For : Underground pipe lines together with all fittings and connections required for the transmission and distribution of water Dated : October 25, 1938 Recorded : November 28, 1938 in Book 902 of Official Records, Page 321 Affects : The Southerly 25 feet of premises 5. An easement affecting that portion of said land and for the purposes stated herein and incidental purposes as provided in the following Granted To : Pacific Gas and Electric Company, a California corporation For : a single line of poles and wires for the transmission and distribution of electricity and for all purposes connected therewith Dated : November 22, 1938 Recorded : November 30, 1938 in Book 906 of Official Records, Page 159 Affects : The Southerly 25 feet of premises Page 3 of 6 Pages I ORT 3158-B OLD REPUBLIC TITLE COMPANY ORDER NO. 0622014458-GH 6. An easement affecting that portion of said land and for the purposes stated herein and ifincidental purposes as provided in the following 6 Instrument Deed for Road Granted To : The County of Santa Clara I For . Public road and highway Dated : July 31, 1947 Recorded : August 20, 1947 in Book 1496 of Official Records, Page 438 under Recorder's Serial Number 475519 Affects The Southerly 25 feet of premises 7. 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. 8. The requirement that this Company be provided with an opportunity to inspect the land. The Company reserves the right to make additional exceptions and/or requirements upon completion of its inspection. 9. The requirement that this company be provided with a suitable Owner's Declaration from the Seller (form ORT 174). The Company reserves the right to make additional exceptions and/or requirements upon review of the Owner's Declaration. 10. The Homeowner's Policy applies only if each insured named in Schedule A is a Natural Person (as Natural Person is defined in said policy). If each insured to be named in Schedule A is not such a Natural Person, contact the Title Department immediately. Informational Notes A. The applicable rate(s) for the policy(s) being offered by this report or commitment appears to be section(s) 1.1 and 2.1. Pa 4 of 6Paes ORT 3158-B OLD REPUBLIC TITLE COMPANY ORDER NO. 0622014458-GH B. The above numbered report(including any supplements or amendments thereto) is hereby modified and/or supplemented to reflect the following additional items relating to the issuance of an American Land Title Association loan form policy: NONE NOTE: Our investigation has been completed and there is located on said land a single family, residence known as 1323 Elam Ave., Campbell, CA 95008. The ALTA loan policy, when issued, will contain the CLTA 100 Endorsement and 116 series Endorsement. Unless shown elsewhere in the body of this report, there appear of record no transfers or agreements to transfer the land described herein within the last three years prior to the date hereof, except as follows: NONE C. NOTE: The last recorded transfer or agreement to transfer the land described herein is as follows: Instrument Entitled : Grant Deed By/From : John L. Stephens, as surviving joint tenant To : James Max Alford, a single man Dated : April 20, 1972 . Recorded : April 26, 1972 in Book 9805 of Official Records, Page 41 under Recorder's Serial Number 4242734 D. Effective September 1st, 2014, recording charges include a $20.00 recording service fee plus the recording charge for the types of transactions listed below; Finance transactions - $95.00 average recording charge to record all documents necessary to dose and issue the required title insurance policy(ies). Sale transactions - $110.00 average recording charge to record all documents necessary to dose and issue the required title insurance policy(ies). Commercial transactions - actual charges required by the County Recorder. All Cash transactions - actual charges required by the County Recorder to record all cash, 1-4 sale transactions wherein no new deed of trust is recorded. O.N. Page 5 of 6 Pages ORT 3158-B OFFICE OF COUNTY ASSESS R = SANTA CLARA COUNTY. CALIFORNIA u+ BOOK PAGE-I 406 LOVELL TRACT L.,. COCK TRACT 403 9 S. SAN TOMAS AO UI NO P.M. 277-M-37 P_ WAD 59! en 7!7 73$ Y5/..le 4IITE @25 6 o•.' - n - soles �4a 47.27.06131.14r261 N.e0 a70 ee. �a a • 7C I 3 23 24 le- \ . 7 z I 220 A I8 rn 45 a PTN. •LOT 1 i \ $5 • °►'° 9 ----,4595 5 "1----"i 7 I 9 `t >. �: r215 g een �' eara ;' 10 0152 �-I , N s TRACT N0. 9748 a J 1.2 5Y11 , B6 M 2� Aff 7 f]2µ 't' 61� 1I a ' i 33 "s um 2 Z$11 l0 3 gS I a tg glii 1 i 7 19 ��tss 'ILO , caw —1 51 686 70! rl!11 In ' 11575'O.L pittkc- M i't 685 702 rag , ; Al , \ 4'.�� ieA7 fig i. Rill 1 1 1 �� 44. 17�,� el •A $t?13�i 2 x 1 Ira V RI 12 4 , L524 1 t' *VI g 851 j I t3 m•.. y vio% II _.....11 li El 1Z i -18 * \ l o n 1I.. 7�g t drn � t a ro 3 1¢ ;op 1e.73j N+r, ka.1'75.0 VA 16 15 14 I 1 A.7), Ft t: .i41,1-101-1146 ei 22 20 30076 O Ig �`14 �; -t-t IQ -$ 11 �; 5347 NE7 • 'A --CROCKETT AVENU ! , _ �- ce , 1 e4 Deb � 7 m►a3 ...�--" N �¢1 Q , y93 Me 7a� ,,��Ue ° .., LOT 5 Z 53.76 3r4 P sus 698 737 219'. 17 677 A e 5371 sF� TRACT NO. 9398 6�\........_ O0KSTC Yes >• , 5' -re; .OT ,. SHAAHIN TERRACE , 1 1 LOT 3 1 4711_SF S l 5553 1 p 54. IA. l 1 5509 Stir Teat,; 1111 1 i 7.8490 7,65081,1 7,842ef, A 3 11,It me,SLOT 4220 g• T71 Ei •ri ;I 2$ 0i LW b+ 7 1 �.A a4n- g PCL2�i PCL1 Si i 11 ' Q 0.14AC.8�0.14AC. PCL1 1 PCL2 i PCl..3 26 \ v ` � ‘.1.4%;14F may, 65.14... ee•Al " ... _ R1R asas 7170 li 0 P.M. 734—M-10 P.M. 816—M-33 F- OTRACT AK AYE 15• UNITN �t! 3 446-790-004 Q ua . m Btr.1w D7 _ LAWRENCE E.STONE-ASSESSOR CAUM rtcp fora ieYremt pup34e3 ads Caepkd incite R k L Code,Sae.327. Effective R9N Year 2600-2000 ORDER NO. : 0622014458-GH EXHIBIT A The land referred to is situated in the County of Santa Clara, City of Campbell, State of California, and is described as follows: Beginning at a point in the center line of Elam Avenue, distant thereon South 89°44' West 478.00 feet from the point of intersection of said center line with the Westerly line of the San Tomas Aquino Road, said point of beginning being the Southwesterly corner of that certain parcel of land conveyed by Henry R. Daggett to Robert J. Clark as Recorded on September 8, 1947 in Book 1447 of Official Records, Page 99, Records of Santa Clara County, California; and running thence along the Westerly line of said land so conveyed to Clark, and the Northerly prolongation thereof, North 6°40' East 300.76 feet to a one-half inch pipe in the bottom of a ditch; thence along the bottom of said ditch, South 52° 33' West 20326 feet to a one-half inch pipe; thence leaving the bottom of said ditch and running South 63° 59' West 162.80 feet to a one-half inch pipe in the Easterly line of Lot No. 2 of the subdivision of the Lovell Tract, the Map of which is Recorded in Book"Fl"of Maps, Page 5, Santa Clara County Records; thence along said Easterly line South 6° 53' West 105.94 feet to the Westerly terminus of the center line of Elam Avenue; thence along the center line of Elam Avenue, North 39°44' East 285.24 feet to the place of beginning,and being a portion of a part of the Lovell Tract marked"Cook Tract", as said Lovell Tract is of Record in Book"Fl"of Maps, Page 5,Santa Clara County Records. EXCEPTING THEREFROM that portion thereof conveyed to William Robert Gunkel, a single man, by Deed Recorded April 7, 1955 in Book 3136 of Official Records, Page 170, more particularly described as follows: Beginning at a point in the center line of Elam Avenue, distant thereof South 89°44'West 553.00 feet from the point of intersection of said center line with the Westerly line of the San Tomas Aquino Road, said point of beginning being also distant thereon South 89°44' West 75.00 feet from the point of intersection thereof with the Westerly line of that certain parcel of land conveyed by Henry R. Daggett to Robert 3. Clark as Recorded on September 8, 1947 in Book 1447 of Official Records, Page 99, Records of Santa Clara County, California; thence running along said center line of Elam Avenue South 89° 44' West 210.24 feet to the Westerly terminus of said center line in the,Easterly line of Lot No. 2 of the subdivision of the Lovell Tract, the Map of which was filed for Record in Book"F-1"of Maps, Page 5 Santa Clara County Records; thence running along said Easterly line North 6° 53' East 105.94 feet to a one-half inch iron pipe; thence running North 63° 59' East 162.80 feet of a one-half inch pipe in the bottom of a ditch; thence along the bottom of said ditch, North 52° 33' East to a point therein from which the point of beginning bears South 6°_40'West and parallel with said Westerly line of the parcel of land so conveyed to Clark; thence running South 6° 40'West and parallel to said Westerly line of the parcel of land so conveyed to Clark to the point of beginning, and being a portion of the Lovell Tract-hereinabove referred to. APN: 403-09-046 Page 1of1 OLD REPUBLIC TITLE COMPANY ORDER NO. 0622014458-GH If you anticipate having funds wired to Old Republic Title Company, our wiring information is as follows: Comerica Bank, 2321. Rosecrans Ave., Ste. 5000, El Segundo CA 90245, credit to the account of Old Republic Title Company, Account Number 1892529965, ABA Number 121137522. When instructing the financial institution to wire funds, it is very important that you reference Old Republic Title's Order Number 0622014458. PLEASE CONTACT YOUR ESCROW OFFICER IF YOU RECEIVE NOTICE OF A CHANGE TO THESE WIRE INSTRUCTIONS ON-LINE BANKING TRANSFERS ARE NOT THE SAME "Electronic Funds Transfer"is a generic term for funds transfers, one of which is an ACH Transfer. On-line banking transfers are often completed through an ACH Transfer, not a Wire Transfer. Old Republic Title rejects all ACH Transfers and returns the funds to the sender(Government Entities/Agencies excluded.) Close of Escrow may be significantly delayed as a result of an ACH Transfer. OLD REPUBLIC TITLE DOES NOT AUTHORIZE FUNDS TO BE DEPOSITED DIRECTLY INTO OUR ACCOUNT AT Comerica Bank LOCAL BRANCH LOCATIONS 'Funds deposited directly into an account of Old Republic Title Company at a Comerica Bank branch are subject to verification. Verification of unauthorized deposits is not immediate or automated following deposit. Delay in credit of funds to an escrow and delay in Close of Escrow may result. If you want to transfer funds by Wire Transfer from a non-United States financial institution, or have questions with regard to acceptable funds, please contact your Escrow or Title Officer immediately. Page 6 of 6 Pages l ORT 3156-B _ Exhibit I CLTA HOMEOWNER'S POLICY OF TITLE INSURANCE(02/03/10) ALTA HOMEOWNERS POLICY OF TITLE INSURANCE EXCLUSIONS In addition to the Exceptions in Schedule B,You are not insured against loss,costs,attorneys`fees,and expenses resulting from: 1. Governmental police power,and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; c. land use; d. improvements on the Land; e. land division;and f. environmental protection. This Exdusion 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. 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 or$5,000.00 $25,000.00 (whichever Is less) Covered Risk 18: 1.00%of Policy Amount or$5,000.00 $25,000.00 (whichever is less) Covered Risk 19: 1.00%of Policy Amount or$5,000.00 $25,000.00 (whichever is less) Covered Risk 21: 1.00%of Policy Amount or$5,000.00 $25,000.00 (whichever is less) Page 1 of 2 Exhibit I AMERICAN LAND TITLE ASSOCIATION LOAN POLICY OF TITLE INSURANCE-2006 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(induding 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; (m) 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). EXCEPTIONS FROM COVERAGE—SCHEDULE 3,PART 1,SECTION ONE This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)that arise by reason of: 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records;(b)proceedings by a public agency that may result in taxes or assessments,or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts,rights,interests,or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof;(c)water rights,daims 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. Page 2 of 2 • Old Republic Title Company Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act(GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Old Republic Title Company We may collect nonpublic personal information about you from the following sources: Information we receive from you such as on applications or other forms: Information about your transactions we secure from our files, or from [our affiliates or] others. Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. • We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. ORT 287-C 5/07/01 Disclosure to Consumer of Available Discounts Section 2355.3 in Title 10 of the California Code of Regulation necessitates that Old Republic Title Company provide a disclosure of each discount available under the rates that it, or its underwriter Old Republic National Title Insurance Company, have filed with the California Department of Insurance that are applicable to transactions involving property improved with a one to four family residential dwelling. You may be entitled to a discount under Old Republic Title Company's escrow charges if you are an employee or retired employee of Old Republic Title Company including it subsidiary or affiliated companies or you are a member in the California Public Employees Retirement System "CaIPERS"or the California State Teachers Retirement System "CaISTRS" and you are selling or purchasing your principal residence. If you are an employee or retired employee of Old Republic National Title Insurance Company, or it's subsidiary or affiliated companies, you may be entitled to a discounted title policy premium. Please ask your escrow or title officer for the terms and conditions that apply to these discounts. A complete copy of the Schedule of Escrow Fees and Service Fees for Old Republic Title Company and the Schedule of Fees and Charges for Old Republic National Title Insurance Company are available for your inspection at any Old Republic Title Company office. 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Required land use for this entitlements Submittal 1st for this project include a Zone Change (PLN2017-100) to allow the property to be rezoned from R-M to P-D, a Planned Development Permit (PLN2017- ' Planner ,Interim DF 101) for the approval of site configuration and architectural design for four (send;*comments to DF, new townhomes, a Tentative Subdivision Map (PLN2017-102) to create four SR on vacation) , individually owned lots and one common lot, and CEQA Review (PLN2017- 103) for review of the project in accordance with the California Environmental Quality Act. DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions \,./ Additional information/revisions (see attached) • • MEMORANDUM CITY OF CAMPBELL TO: • Stephen Rose, Project Planner DATE: 08/14/17 FROM:. Doris C. Quai Hoi, Project Engineer SUBJECT: DRC APPLICATION Site Address: 1323 Elam Avenue For File No(s): PLN 2017-100 to 103 Project Description: Zone Change (PLN2017-100) from R-M to P-D; PD Permit (PLN2017-101) for the approval of site configuration and architectural design for four,new townhome; A Tentative Subdivision Map (PLN20I7-102) to create four individually • owned lots (Lots 1 to Lots 4) and one common lot(Lot A); and a CEQA Review (PLN2017-103). PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS (#2) This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. The resubmittal may result in additional comments. 1. The overall design of the driveway seems complicated. Should you continue this design, more infoiiiiation on how this system will work in unison will need to be identified and addressed at this stage. a. The switching from pervious to non-pervious sections of the driveway will create confusion for the contractor during construction and complications during maintenance. b. The different sections between the pervious pavers and impervious pavers will require going from perforated pipes to no perforations. c. The cross section of the private street shows a 2.0% cross slope,how will you have a uniform slope longitudinally from impervious to pervious. Show how conform work will occur as you sheet flow from impervious pavers to the pervious pavers. A • concentration and ponding between the two adjoining different materials will occur. d. The cross sections of the pervious and impervious pavers will have to be adjusted to accommodate the volume from the impervious pavers,there will need-to be geotextile lining on the sides between the two sections. 2. On the Tentative Subdivision Map (and all other sheets): a. Correct the boundaries for Lot "A" and Lots 1-4. There should be no Lot "A" between Lot "1" and Elam Avenue. The public service easement (PSE) should be over Lot"1". - b. Correct the boundary for the guest parking stalls. Each of the three parking stalls are not to be part of Lot "A" but rather an easement over the individual lots except the fourth which falls in Lot "A". Correct the net SF for all five parcels: c. Use a different hatch for the three guest parking stalls and identify the stalls as easements over each of the lots. J:\LandDev\Completeness\Specific Projects\Elam 1323 Revision 8-9-17.docx Page 1 of 2 d. Do not hatch the five ft PSE over Lot 1 that's contiguous along Elam Avenue. e. Show the 13 monuments (3/" iron pipe) and the two monument boxes. "Monuments shall be set per section 20:76:010 of the Campbell Municipal Code including but not limited to setting permanent pipe monuments (three-fourths inch galvanized steel pipe two feet long approximately six inches below finished grade) at each.boundary of all lot corners within a subdivision, along the exterior boundary lines at intervals of approximately five hundred feet and at all beginning of curves and. ending of curves on property lines, and monument boxes" at intersections of all street monument line tangents." f. On the tentative map, show the measured 30-ft.half ROW with a note stating"to be dedicated in fee" and include what the Area+1- will be that's up for dedication. 3. TM-2: a. Refer to A-A driveway section. You'll need to identify the topsoil to be below the flush curb (minimum 6") so that top soil doesn't sheet flow over into the pervious pavers. Also the flush curb will need to be deepened. b. Note on note on TM-2 sheet"3-inch overflow SD pipe connection to City System." is not acceptable. .Connection to the City's Storm Drain systems requires minimum 12" RCP pipe from an on-site junction box to the main. Add a note identifying this lateral connection is privately owned and therefore maintenance is part of the HOA. A SD manhole in the public right of way will be required at interception. - c. Verify existing storm manhole inverts to verify depth of storm main. The note on TM-2 sheet thatsays "Contractor to verify(E)-invert"is not acceptable. If you don't have the invert now, you may have an issue connecting to the main. d. Joint Trench shall not run under the park strip. Install JT contiguous along Elam Avenue within the 5' PSE on Lot 1. JT plan will be required at the time of construction plan review. All utility boxes must be kept outside of the sidewalk area. Private utilities should be installed in the 5' PSE or on Lot A. e. Ensure that the WM BFPs are placed within the 5' PSE on Lot L f Show a Type 15 Caltrans Street Light to be installed along the Elam Avenue"frontage (a photometric plan will be required at the time of construction plan review to determine exact location of the street light). 4. Provide more information on what it means to use "Semi Pervious Pavers". A C coefficient of 0.59 will be considered impervious. Permeable pavers need to meet the C.3 Stormwater Handbook design guidelines by SCVURPPP,Santa Clara Valley Urban Runoff Pollution Prevention Program. {C=0.10}. 5. The City will allow for the current stormwater design scenario to connect to the City Storm Drain System;however a soils report should include tests showing infiltration rates so that if the soils are good, the City will require redesign to infiltrate into the soil instead. 6. All perimeter walls acting as a retainer shall be made using masonry or concrete. There is a low point at the north east corner of the property, place a 6" concrete curb along low spots of the property line to prevent any nuisance drainage onto neighboring properties. "(N) 2x pressure treated header board— 18"max"will not be acceptable. ):1LandDev\Completeness\Specific Projects\Elam 1323 Revision 8-9-17.docx - Page2of2 • Santa Clara Valley Urban Runoff Pollution Prevention Program PROVISION C.3 DATA FORM Which Projects Must.Comply with Stormwater Requirements? All projects that create and/or replace 10,000 sq.ft. or more of impervious surface on the project site must fill out this worksheet and submit it with the development project application. All restaurants,auto service facilities,retail gasoline outlets,and uncovered parking lot projects (stand-alone or part of another development project, including the top uncovered portion of parking structures)that create and/or replace 5,000 sq.ft. or more of impervious surface on the project site must also fill out this worksheet. Interior remodeling projects,routine maintenance or repair projects such as re-roofing and re-paving, and single family homes that are not part of a larger plan of development are NOT required to complete this worksheet. What is an Impervious Surface? _ An impervious surface is a surface covering or pavement that prevents the land's natural ability to absorb and infiltrate rainfall/stormwater. Impervious surfaces include,but are not limited to rooftops, walkways,paved patios, driveways,parking lots, storage areas,impervious concrete and asphalt,and any other continuous watertight pavement or covering. Pervious pavement,underlain with pervious soil or pervious storage material(e.g., drain rock),that infiltrates rainfall at a rate equal to or greater than surrounding unpaved areas OR that stores and infiltrates the water quality design volume specified in Provision C.3.d of the Municipal Regional Stormwater Permit(MRP);is not considered an impervious surface.. For More Information For more information regarding selection of Best Management Practices for stormwater pollution prevention or stormwater treatment contact: 1. Project Information Project Name: Zhu Subdivision APN# 40-30-90-46 Project Address: . 1323 Elam Avenue, Campbell, CA 95008 Cross Streets: Crocker Avenue and S San Tomas Aquino Road Applicant/Developer Name: Zhu Yanhua Project Phase(s): 1 of 1 Engineer: Ryan Barton,. Lea & Braze Engineering Project Type (Check all that apply): ❑ New Development ® Redevelopment El Residential O Commercial O Industrial O Mixed Use O Public O Institutional O Restaurant O Uncovered Parking O Retail Gas Outlet O Auto Service (SIC code) (5013-5014,5541,7532-7534,7536-7539) O Other Project Description: Residential Mini-Lot Subdivision for 4 detached homes . Project Watershed/Receiving Water(creek, river or bay): San Tomas SCVURPPP C.3.Data Form Pagel of 4 November 2011 PROJECT DATE Zhu Subdivision December 1,-2016 & BRAZE ENGINEERING, INC. JOB NO. BY A‘LEA CIVIL ENGINEERS I LAND SURVEYORS 2161131 R. Barton Revised:'2017-06-06 D. Yancy IMPERVIOUS AREA for • Zhu Subdivision 1323 Elam Avenue Campbell GROSS SITE AREA: Exisitng 18,152 sqft. = 0.417 acre [Proposed w/5' ROW dedication 17,775 sqft. = 0.408 acre] EXISTING AREA: Impervious: 2,838 sqft. = 0.065 acre Pervious: • 15,314 sqft. = .0.352 acre PROPOSED AREA: Impervious: 8,780 sqft. = 0.202 acre _, Pervious: 9,372 sqft. = 0.215 acre NET CHANGE OF DEVELOPED AREA: 5,942 sqft. = 0.136 acre NET INCREASE BREAKDOWN OF DEVELOPED AREA Existing: Residence 1,246 sqft. Garage 733 sqft. Wood Deck 138 sqft. Driveway& Parking 0 sqft. Pervious Drivewway&Parking 0 sqft. - Patios, Walkways & Pads - 721 sqft. - TOTAL 2,838 sqft. Proposed: Residence . - 5,097 sqft. Garage 0 sqft. Driveway& Parking 2,605 sqft. (Not Counted) Pervious Driveway& Parking . 4,077 sqft. Patios', Walkways& Pads 1,078 sqft. TOTAL 8,780 sqft. r PROJECT DATE Zhu Subdivision December 1, 2016 LEA & BRAZE ENGINEERING, INC. JOB NO. BY CIVIL ENGINEERS I LAND SURVEYORS 216113.1 R. Barton Revised: 2017-06-06 D.Yancy On-Site Run-Off.Coefficient Calculations for _ Zhu Subdivision 1323 Elam Avenue Campbell GROSS SITE AREA: Exisitng 18,152 sqft. = -0.417 acre [Proposed w/5' ROW dedication 17,775 sqft. = 0.408 acre] On-Site Run-Off Coefficient Tables Existing: Type of Surface Area (ft) Crunoff Weight Residence &Garage 1,979 0.9 1,781 Driveway& Parking 0 0.9 0 Patios, Walkways & Pads 721 0.9 649 Wood Deck 138 0.9 124 Pervious/Landscape Area 15,314 0.3 4,594 TOTAL - I 18,1521 I 7,148 Total Site Run-Off Coefficient= 0.394 Proposed: Type of Surface Area(ft1) Cruooff Weight • - Residence 5,097 0.9 4,587 Driveway& Parking 2,605 0.9 2,345 Patios, Walkways& Pads 1,078 0.9 970 Pervious Area 4,077 0.3 1,223 Landscape Area 5,295 0.3 - 1,588 TOTAL I 18,1521 I 10,714 Total Site Run-Off Coefficient= 0.590 PROJECT _ . DATE Zhu Subdivision December 1, 2016. Z. LEA& BRAZE ENGINEERING, INC. JOB NO. BY CIVIL ENGINEERS I LAND SURVEYORS 2161131 R. Barton Revised: 2017-06-06 D. Yancy SITE RUN-OFF CALCULATIONS for Zhu Subdivision - 1323 Elam Avenue Campbell Calculations are based on the use of the Rational Method Q=CIA CALCULATION BASE VALUES 37.274N NOAA Precipitation Frequency 121.97W SITE AREA= 18,152 sqft. = 0.417 acre Intensity Time of Concentration = 10 Minutes 110 year I = 2.24 in/hr llooyear I = 3.49 in/hr Run-off Calculations Summary Table Area Area Composite Crunoff Tc 110 year 1100 year Q10 year Q100 year (ft) (Acre) (minutes) (in/hr) (in/hr) ft3/sec f3/sec Existing 18,152 0.417 0.394 • 10 2.24 3.49 0.368 - 0.573 Proposed 18,152 0.417 0.590 10 2.24 3.49 0.551 0.858 • Revised:2017-06-06 D.Yancy • Step 1: Total Area of new/additional impervious area sf post-const impervious area- sf pre-const impervious area= sq ft Step 2: Change in the runoff coefficient 0.90-0.30= Step 3: Discharge rate of new impervious area ( sf from step 1 x 1.7-x 0.60)_43,200= cubic feet/sec.of runoff(CFS) (1ft/12 in)x(1 hour/3600 sec)=1/43,200 Step 4: Determine the minimum required storage/detention volume CFS x 1.5 x 10 minutes x 60 seconds/min= cubic feet of run-off(CF) Option 1: Storage Pipe Detention Method Step 8: Storage Pipe Diameter= - 12 in diameter pipe_2= 6 inch radius Step 9: Cross sectional area of proposed storage pipe= [( 6 inch radius)2 x3.14] • • 6. Selection of Specific Stormwater Control Measures: • Site Design Measures Source Control Measures Treatment Systems ❑ Minimize land disturbed . ❑ Alternative building ❑ None (all impervious surface ❑ materials drains to self-retaining areas) Minimize impervious - surfaces ❑ Wash area/racks, drain to LID Treatment ❑ Minimum impact street sanitary sewer- ❑ Rainwater harvest and or parking lot design ❑ Covered dumpster area, use (e.g.,cistern or rain barrel CI Cluster structures/ drain to sanitary sewer' sized for C.3.d treatment) pavement ❑ Sanitary sewer ❑ Infiltration basin Disconnected downspouts connection or accessible CIInfiltration trench cleanout for swimming Pervious pavement pool/spa/fountain' ❑ Exfiltration trench CIGreen roof U Beneficial landscaping ❑ Underground detention (minimize irrigation,runoff, and infiltration system ❑ Microdetention in pervious pavement drain pesticides and fertilizers; (e.g. landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area ClOutdoor material storage Biotreahnent 3 ❑ Self-retaining area protection ❑ Bioretention area ❑ Rainwater harvesting and ❑ Covers, drains for loading ❑ Flow-through planter • use (e.g.,rain barrel, cistern docks, maintenance bays, areas GI Tree box with fueling connected to roof drains) 1 bioretention soils ❑ Preserved open space: ❑ Maintenance (pavement ❑ Other ac. or sq.ft sweeping,catch basin (circle one) cleaning,good housekeeping) ❑ Protected riparian and ❑ Storm drain labeling Other Treatment Methods wetland areas/buffers ❑ Proprietary tree box filter4 (Setback from top of bank: U Other ft.) U Media filter(sand,compost, or proprietary media)4 ❑ Other U Vegetated filter strips ❑ Dry detention basins ❑ Other Flow Duration Controls for Hydromodification Management(HM) ® Detention basin U Underground . O Bioretention with outlet ❑ Other See below for retention tank or vault control calculations. Optional site design measure; does not have to be sized to comply with Provision C.3.d treatment requirements. 2 Subject to sanitary sewer authority requirements. 3 Biotreatment measures are allowed only with completed feasibility analysis showing that infiltration and rainwater harvest and use are infeasible. 4 These treatment measures are only allowed if the project qualifies as a"Special Project". 5 These treatment measures are only allowed as part of a multi-step treatment process. SCVURPPP C.3.Data Form Page 3 of 4 November 2011 N Cos"/,-- �<< Y W if, aL�D\No i'S ;. Sv - rn S 'j .y JACKLIN RD A Vs, 92N €t 1, I` m TEETER R _ D M�a• .F . N TASMAN DR !9T 't < I Cam !! Q 9-< OO 7G P ~� N 0 `'tt--P(.-G6 �, K �.. , O !Gitt3 'tits 2- 0 Q , fCENTRALEXPY> ` 96 2 to � `Zy� 'yj` Q ❑ --�„ REED AVE <e," !TO O , 0 co z ��p 2 2'ry of' V. � P 2'AO ."—•a re U v¢i CO �, P� NN �5'(- �O BOG P N �LJo� ° ��p 'ti (L-• �P'4\o cam'. e��`$ .+ ;e.) y R w 0 U O N .. g.(� ,CD T� m w Ot`eSjPO RD HC COLEMAN AVE ,,�PG�RP '�`�\ '`'"` C,A 'Po Z - - Y N NEWHALL 5 '97, SZ gP� ti4,'", ,F'y y. ,. �'�G .)Vv'AP� „g� ,,''-N, G'po 9' } ` ' W CODING ST F 0`IA\vim 3i�' , ` o ti STEVENS CREEK BLV D`< W SAN CARLOS ST `f. 'lc OUIMBY RD dy `r ❑ '"� � f�. ..MOORPARK. 5� G'y2,� , 'Iii' AVE__ . O� J `�- `' �i BOLLINGER RD x LL IA RD ❑ w ��\y PPP S'!+f( 9L�\ '�''r w _ > > 2 yl c 22, '•-c., O?C Z m a o vd FP r 1.- 'pa. 101 O F O y t t, µ } 1323 Elam Avenue ; ? CC J! }' ,� J CAMPBEL EZ Campbell, CA a COX AVE '� g. HELLYER AVE �`:r` Z o i-. z . .`�- W CAPITOLEXPY CO ,4`\t��\ d S ONTAVE SPJE -.— a {,, PO RD w NtL4SDP` t \St w t. - o 3 Ill s, -9 n �y ELOSSOM HILL RD 9 0,9 r0S�� O0.64 � tir 7 w 6; Ct- \'''\'e fr CO C -G10 �E� zd �1- 0 RATOG4AL SHANNON - CURIE DR Q� �: AN RD E MAIN ST C 9C DEN , . �. AveA � �w� WATERSHEDS �yIT �, Baylands re o o FS O 9S \. Calabazas HiCkSRD ^,�,�„� ti„ Coyote °`4.1 ",c,k Psi Guadalupe River ��Rp k"a't'RD �P� y CR-GB '9! o Lower Penitencia - C, 9L F San Tomas EJ San Jose City Limits �o 0 0 0.5 1 2 so 3 4 �Q = i Miles i 7. Treatment System Sizing for Projects with Treatment Requirements Indicate the hydraulic sizing criteria used and provide the calculated design flow or volume: Treatment System Component Hydraulic Sizing Design Flow or Criteria Used3 Volume (cfs or cu.ft.) 3Key: la: Volume—WEF Method lb: Volume—CASQA BMP Handbook Method 2a: Flow—Factored Flood Flow Method 2b: Flow—CASQA BMP Handbook Method 2c: Flow—Uniform Intensity Method 3: Combination Flow and Volume Design Basis ' 8. Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third- party professional that is not a member of the project team or agency staff? ❑ Yes O No Name of Reviewer 9. Operation &Maintenance Information A. Property Owner's Name B. Responsible Party for Stormwater Treatment/Hydromodification Control O&M: a. Name: b. Address: c. Phone/E-mail: This section to be completed by Municipal staff O&M Responsibility Mechanism Indicate how responsibility for O&M is assured. Check all that apply: ❑ O&M Agreement El Other mechanism that assigns responsibility(describe below): Reviewed: Community Development Department Public Works Department Planning Division: Engineering: • Building Division: Other(Specify): Return form to: Data entry performed by: SCVURPPP C.3.Data Form Page 4 of 4 November 2011 RECEIVED � r� A MAR 2 S 2011, °k('H AiO). . Public Works Administration Development Review Committee (DRC) ROUTING SHEET X Building Division Police Department X Fire District Economic Development X Land Development -› Traffic Engineer Project Address: 1323 Elam Avenue Presentation 3%30 File No.: PLN2017-100 to 103 Completeness 4/6 APN: 403-09-046 Conditions 4/13' Applicant: Gordana LLC Property Owner: Yanhua Zhu Distribution 3/231 Project Description: Required land use for this entitlements for this project Submittal 1st ,y include a Zone Change (PLN2017-100) to allow the property to be rezoned from R-M to P-D, a Planned Development Permit (PLN2017-101) for the Planner SR approval of site configuration and architectural design for four new townhomes, a Tentative Subdivision Map (PLN2017-102) to create four individually owned lots and one common lot, and CEQA Review (PLN2017- 103) for review of the project in accordance with the California Environmental Quality Act. DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) ,r. MEMORANDUM CITY OF CAMPBELL TO: Stephen Rose, Project Planner DATE: 3/29/17 FROM: Doris C. Quai Hoi, Project Engineer SUBJECT:. DRC APPLICATION Site Address: 1323 Elam Avenue For File No(s): PLN 2017-100 to 103 Project Description: Zone Change(PLN2017-100) from R-M to P-D; PD Permit (PLN2017-101) for the approval of site configuration and architectural design for four new townhome; A Tentative Subdivision Map (PLN2017-102) to create four individually owned lots (Lots 1 to Lots 4) and one common lot(Lot A); and a CEQA Review (PLN2017-103). PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. The resubmittal may result in additional comments. 1. See attached Tentative Subdivision Map C-1.0 redlined comments for correction. A sample of a Tentative Map has also been attached. 2. Proposed site plan should match the civil plans. Sheet T1 should be corrected to match civil plans. 3. On the tentative map, correct the plans to show the 5-ft right-of-way street dedication and add the note"to be dedicated in fee"with the Area+/-. 4. On the tentative map, correct the plans to show a 5' public service easement contiguous with Elam Avenue behind the new property line. 5. Verify that parking stalls can be considered egrees ingress? 6. Revise the C.3 Forms to show correct information, should also match HYD-1. (See attached redlined comments). 7. Label the common lot, "Lot A" and not Lot 5, label the private street and add a note"not City maintained", and identify all its purposes and the associated easements for Lot A(i.e. PSDE, PSSE, PIEE, EVAE etc...) 8. The City will not be supportive of encumbering all four lots with a 10-ft utility easement along the westerly line of the boundary. Lot A,the common area, should be used for all utility service lines. Revise accordingly. Coordinate with the various utility companies on the locations of the utility lines and their requirements. Place all private utilities in the Lot A, common area. 9. Permeable pavers need to meet the C.3 Stormwater Handbook design guidelines by SCVURPPP, Santa Clara Valley Urban Runoff Pollution Prevention Program. 10. Add a note on the grading plans that this is not a C.3 regulated project. \\Congaree\pworks$\LandDev\Completeness\Specific Projects\E1am 1323.docx Page 1 of 2 11. Sheets HYD-1 and HYD-2 need to be part of the plan set package. On HYD-1 the breakdown of impervious area should match the C.3 Forms. Identify the 5' public sidewalk as self-treating as a separate line item; also deduct the 30' half street from the development. 12. The City prefers drainage to be directed towards common lots if feasible, with rear yard cross property drainage easements only allowed as a last resort. You must demonstrate the impacts of changing the grades to facilitate drainage to the common area before we will consider using the rear yards for drainage. will not be supportive of a drainage easement along the back of the lots; all drainage should drain toward the front of the development to Lot A. Show the location and elevation of the overland release for a 100 year stoini to the public storm to the public storm system. 13. This area is known for good soils for infiltration, verify via a soils report to validate the use of infiltration. If infiltration cannot be accomplished, provide details and connections to the existing storm drain system via Lot A and not through the individual lots (see note 11). 14. Add a note on the grading plans that this is not a C.3 regulated project. 15. There is a low point at the north east corner of the property, place a 6" concrete curb along low spots of the property line to prevent any nuisance drainage onto neighboring properties. 16. Within the public right of way, in the gutter pan, verify the location of the flow line for adjacent properties. Confiiui that there will not be a need for a storm drain inlet fronting the development. If you are matching existing on both ends, verify the existing elevations for the TC and FL. Existing development records show the westerly grade for TC as 224.20 and FL 223.70 while the easterly grade has a TC 224.00 and FL 223.50. Plans shown have an approximate elevation difference of 3 ft. 17. Identify the benchmark used on the plans. \\Congaree\pworks$\LandDev\Comp]eteness\Specific Projects\Elam 1323.docx Page 2 of 2 J 4 4%t .DE .RpPMENT REVIEW COMMITTEE ROUTING SHEET 20DEVELOPMENT APPLICATION AV.‘' . PUm��'Istrat+on Distribution: P�U�I September 27, 2016 Presentation: September 29, 2016 Comments/Prelim. Conditions: October 13, 2015 ROUTE TO: X Building Division Police Department X Fire Department Economic Development X cc47>LSi d`De elof oWa b sign X Traffic Engineer Project Description: Preliminary Application for a 4-unit small-lot single-family planned development. File No.: PRE2016-05 APN: 403-09-046 Applicant: Gordana Design Property Owner: . Yanhua Zhu Project Address: 1323 Elam Ave. Zoning District: • R-M (Multiple-Family Residential) General Plan Designation: Medium Density Residential PROJECT PLANNER: Daniel Fama DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status • Initial Conditions 1 No Conditions Additional information/revisions (see attached) 1 I Development Information shel Prepared by: H.E. APN: 403-09-046 Date: 09/29/2016 Address: 1323 Elam Avenue Lot size: 18,152 (SF) Any found records of building permits in last five years? Yes® (provide info below)No ❑ Was permit issued? Yes® (provide info below)No ❑ If yes: Permit Number: BLD2015-00765 Nature of work: Health& Safety Check Of Electrical Meter For PG&E If this project is part of a larger development(new subdivision, new townhomes)or commercial development, skip A through D. New 4-unit smal-lot single-family development Tract or Parcel Map: Between TR 9399 and PM 443/7 (Tract#or book&page) Date recorded: NA Any found records of Storm Drain Area fee previously paid? Yes 0 (provide info below) No (Fee initiated for residential subdivisions 4 8/15/55;all developments 4 5/16/60) Storm Drain Area fee: 0.417 (area in acres) X $2385 (fee/acre) = $994 Within STANP? Yes ® No 0 (check one) STANP Requirements: Curb ® Gutter® Sidewalk® Rolled curb❑ None❑ NA❑ Existing improvements present? Curb ❑ Gutter ❑ Sidewalk❑ Rolled curb 0 None Z NA ❑ Sidewalk dimension(BOW to FOW): None Park strip dimension(FOW to BOC): None Driveway dimension(s): None D/W ADA compliant? Yes❑ No❑ NA Ramp ADA compliant? Yes El No El NA Street ROW half width(CL to PL): 25' Date that street had been resurfaced: before 2003 Street light info: JP® older pole❑ galvanized pole O Water meter and sewer cleanout info: Not found SD inlet and/or manhole(relation to frontage): 1 CB and 2 manholes at the intersection of Crockett Ave. and Elam Ave.(which is about 30' from from the PL) Electrical panel relocation? Yes Z No El NA ❑ Overhead lines fronting property? across the street ❑ Yes ®No A.Roadway Classification: ❑Arterial or Collector ®Local B.Commercial structure or subdivision of 5 or more? ❑Yes ®No Utility undergrounding required? ❑Yes ®No Provide details and attach pictures(8.5x11),assessors map(11x17)and aerial map(8.5 x 11),WVSD SD system map (11x17,B/W),SD Map-CAD File(8.5x11) 1323 Elam Avenue H.E. 09/30/2016 /.t {t , e44y'4.. ' , ,.,.W etv 4it- t „ . • f 4 1 A y 1.:W, 4I !f ii/ t. A, !. a'. I Front view 1 of 1: facing north (No side walk or curb-gutter, no drive way) /Irrr' i.' ''' 4 .P w 11t. C _ li4k' I I Corner view 1 of 2: facing north east . Corner view 2 of 2: facing north west In Page 1 of 2 OFFICE OF COUNTY ASSESS R SANTA CLARA COUNTY , CALIFORNIA BOOK PAGE u' 4os 403 9 wi L0VELL TRACT =a 33 C_E TRACT S. SAN TOMAS AOUINO P.M. 277—M--37 ROAD I o 69/ 7Q3 7/7 733 75/5 _ 825 m O 6�5 12 og 2 2b 4874 64 55 65 3 C 82 0 304.81 46 47.5 6 36.141 . 44.29 49.50 132.70 /�� 11 T ,/� �, 63 � N .20- .. b 58 32 33 34 35 ; 4� : 23 ' 24 I r 8 7 I 6 59 _46__ _ \ 1 Si m 98.5752.57 Q 49.29 L 49.50 L. 63.66 P 63��\`_ 69 53_-- N JOBS 80.92 T 81.53 r h �.'7-- 8 22 64 Q �o 0 78 ;� 5 82 0 r*1 O a 30 2 PTN. LOT 1 56° ,1 ., 9 ' 96.46 X2.10 C( 61 581\ 9 cJ • 96cJ 65 n 6s.17 88.21 4890 I 65 �- i 60 $ 11 1\ of 21 a -- 5 ; 6 1 7 22 "' / oi'dc2 77 10 1. 4 4 83 s TRACT NO. 8748 I , , 1 23 N\ I I e6.sz � I 3c. 29 �i� 27 ulI 25 ml 24 �� �` 5 63 20 66 N 93.54 94.90 _-----15744—_---_,`� I 2s Ni g11 \ \y5 766 N 76 11 I 3 84 w 1 \ 81.93 Im + I 1 11 61+ �+ a 4 �i I e K 'n N 28 C •,o • 1 1 9 67 N`y,1 "� 98.21 101.59 (J I I 7s 9 ``` �1 2259 6519 65 1.99 75.26 732 ` A L. 74.98 119.78 ` 685 702 7/2 V .cP -'p o �' 75 61 • 6f .4*, -j14• t w N� h O \�� 74 ?SS n� 18 68 Nw Ur 12 119.78... 10 ET 5 \ 64t al 9:71, .94 w 1_- n -� 4„5. �� 'c. 32.43 I 92.39 M A F"� 685 70/ 709 10 1 21 �, 77.r z\ �5 9013 ; 2 85 1 I n L \\N :t,1769 9^� 0 - l c,- r171I I ( II 11 20 N V ryy, I 98.91 jo1�I al I I , `\ I 138 �i5.77 49' O N Iii p 17 $�°"' 16 '^„I 17 /8 11 19 �11� \,� 10 129.20 �0 24.24 B�. 5j.¢4 0 0. M 87 , p 1 15 ,i61e Ip M M M 1 n 14224 �• l i 11 ,�..- •'' 70 I 71 189 �"1 113.25 — '81 II I 13 75 M : Re —(DI— - I 1oo.s2 I 92 \ Z 0. m I Ni .ry Io "1 1 14 11 ea•.-� ` 5 16 ' 15 ' 14 IN 1 86 N 14 �1 16 I 15 1 54 p 1 J9 78 18.22 74._47 1 76A5 9+» .n 2q \ I I I _ _ 75 --- 2529 \ \ 50 •!. 50 v' '68.35••' 107.04 M -11 \4 436 21 22 I 23 \\ 1\\ 60 N 300.76 rs 20 1 I \ 8 - - -CROCKETT AVENUE 19 \ 1 I I \ 0, CL. 46 ., N 0 1 \$ 1 1 I 10 I" 9 \N 1 5.347 ACNE' p.P \ \ .3 Z 13 \\N 12 I� I-- Ix \\ X27.5 ?o, �! Ica 1 I \ 75 760 \ 207.59 17.24 01 11 II I I 16 744 i� 56.15 30' 404 Q \ 62.63 1717 6a5e 6 ` '°.1° l)� " \ 71 1r 167692 70B 24961 9 a, TRACT NO. 9399 SF 17 660 748 53.56—$'J-1a,LOT 4 K�TT ` LOT 3 1 4711 SF h< SHAAHIN TERRACE 711 ,• 733 ` \ - s91 \ \ 5509 S�,s 66.9e w K, fT1 s 63.53 I',.••:, 54.29 I '' 45.76 \\ \\ " TA 94 0 �� w11,, N I Z 63.55 I I rn \ 4e 6 "` s� 11NLOT 2 C h _ ,0_ 53.4A II 7,649sf,i 7,650sf,t 7,642sf, \I 5 *.\ -.4. 95 1 4220 SF rn 8"9/ 92 �' 91 AI 99 100 4 \� `� . l-- 66.96- 12 0 98 N� \\ I 1� 93; i� PCL.2(-7'4, PCL.1 N I I ,SLOT 1— o i QI 0.14AC.311 0.14AC. PCL.1 I PCL.2 I PCL.3 28 \\\ 27 \\\ 26 \,48917s SF • 70.44 63.14 68.91 ; 66.82 ; 68.33 114 1 \ 7Q10,. 1 7612 41)3.72 1 O P.M. 734-M--10 P.M. 816-M-33 I-- TRACT WS 446-79O-804 8 O Z OAKHAVEN - UNIT N251-2-3 Q IRA DE7. MAP 97 in LAWRENCE E. STONE - ASSESSOR Cadastral map for assessment purposes only. Compiled under R. & T. Code, Sec. 327. Effective Roll Year 2016-2017 �, ABBREVIATIONSTRACT n ). 9399 --�L -- STREET CENTER LINE SHAAHIN TERRACE �� - - DISTINCTIVE BORDER LINE ii LOT LINE 5-UIWT SWCLE FAA�YLY RESIDENTIAL PROJECT 1 O FOUND STANDARD CITY MONUMENT 1845 ELAM AVENUE f • FOUND MONUMENTS AS SHOWN. CONSISTING OF TWO (2) SHEETS O SET 3/4" IRON PIPE WITH PLASTIC CAP RCE 32436 BEING A PORTION OF THE "LOVELL TRACT" AS SHOWN ON THE MAP ENTITLED "MAP OF SUBDIVISION OF THE LOVELL TRACT", RECORDED P.S.E. PUBLIC SERVICE EASEMENT IN BOOK F-1 OF MAPS, PAGE 5, SANTA CLARA COUNTY RECORDS, P.S.D.E. PRIVATE STORM DRAIN EASEMENT SCALE 1"=30' AND LYING WITHIN THE CITY OF CAMPBELL, CALIFORNIA,GRANT P.S.S.E. PRIVATE SANITARY SEWER EASEMENT �H� OF SAN SAS n poti� DEED NO. 15479324. CHARITIES HOUSING SING CORP. �� S.C.C. SANTA CLARA COUNTY H613 O.R.0644 �,yo°O F, I JANUARY 2002 SCALE: 1"=30' (100.00') RECORD DATA A.P.N.403-00--54 5�ij�4P 1_, SMP COMPANY °i Civil Engineers - Land Surveyors PARCEL MAP n 1211 Park Avenue, Suite 208 San Jose, CA 95126 so NIIIi�� PAGE 227/5 pp 0 • LOT 43 ^,0 Tel. (406) 472-5062 Fax (408) 287-8630 16� 00 'al 8.571 Imo.FT, E-MAIL: SMPENGINEERSOYAHOO.COM PARCEL A a. o °�°AweF. I W=W y 6,,�5 9pp' �y O O FOUND 3/4'IRON PIPE INWOOD COURT IN MONUMENT WELL 50' N 6'50 z I o W \'♦ LOT 63 I Do l Or CAMPBELL-TAG HAZEL AVENUE O 5,50a 80 5.00 N89'44'00"E 66.17 0 0 — — — EE a 0.18 ACRES 61.17 z Z PORTION OF LOT*5 O 0 o a o P.S.E., P.S.D.E., P.S.S.E N1 ° 10 a AND INGRESS/EGRESS CO OF A o 40 °� ' o-1 o N EASEMENT It Ci CI w <^ N 89'44'00" E 96.83 z® 29.85 �1 oo, O Q O 63.02 3$4143.81 /JCO to 0 O 3 63.66 N I to W w o•°n'1 3 R=10.00 N O co —I w o o LOT h o o n A=97'10'46" °' \ o I ~ > v '^0 4.11611 8C1 FT.OA ACRES o rn LOT$2 "LO °i L= 16.96CO 4N d' O o i° CO 0.10 ACRES 220 SO.FT oo LOT iA v n i LANDS OF V ''t I JAMES ALFORD L. Q : Lu W °' Z Z 011 ACRES co , 9005 OR.41 w O' . M ‹ .ro o f ° .z -- A.P.H.403-09-46 QI g' TRACT M ol^ n63.02 17.240 jv0. 3348 f3.30 Q6656 co 210.12 R=600.00 ^DFND PK NL Z 04'41'30" 9 o t� BTfIEETOECAON DEDICAD TO n ORIGIN usioL=49.13 s30sFT. ,i THE CITY OF CAMPBELL NSMITH AVENUE ch _ _ 48.77 �I 573.15 (R=600.00 -I:- 210.24 rr__ 210.24) - -A=04'41'39" Z FOUND 3 4'IRON PIPE N 6944♦00 N 89'44'00' E) 7 INIIIIIINNIIII 42.19 "`� 530.96 /( 20.86) 05 20.0T MONUMENT WELL39.67(39.6 M (530.96)®® TAc IE8LE DOM41 e' - ELAM AVENUE(S 87'56 40" W)05 10.12 (10.12)05 --- 1 S 67'56'40" W 5.15 - I REFERENCE MAPS: - EASEMENTS GRANTED TO: - W ® - SAN JOSE WATER CO., NOV. 28, 1938 BOOK 902 OF N I ® MAP OF TRACT 8260, BOOK 605 OF MAPS, PAGE 50, S.C.C. RECORDS OFFICIAL RECORD PAGE 321. RS 588tri O2 / 9 1D RECORD OF SURVEY MAP, BOOK 588 OF MAPS, PAGE 19, S.C.C. RECORDS - PACIFIC GAS & ;°ELECTRIC COMPANY, NOV. 30, 1938 0 BOOK 906 OF OFFICIAL RECORD PAGE 159. V I z PARCEL MAP, BOOK 443 OF MAPS, PAGE 7, S.C.C. RECORDS - COUNTY OF SANTA CLARA, AUGUST 20, 1947 6 BOOK 1496 OF OFFICIAL RECORD PAGE 438. CO 4 PARCEL MAP, BOOK 610 OF MAPS, PAGE 15, S.C.C. RECORDS V 16 CO O MAP OF TRACT 3348, BOOK 161 OF MAPS, PAGE 22, S.C.C. RECORDS Ia o © MAP OF TRACT 9334, BOOK 739 OF MAPS, PAGES 49 AND 50, S.C.C. RECORDS 20 20' I05 to 70 RECORDED DIMENSIONS PER GRANT DEED, NO. 15479324 PM 61 O/1 6 o m NOTES 0 BASIS OF BEARINGS 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET o THE BEARING N 06'40'00" E OF THE CENTERLINE OF SAN TOMAS AQUINO RD. AND DECIMALS THEREOF. z AS SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDED IN BOOK 588 OF MAPS AT PAGE 19, SANTA CLARA COUNTY RECORDS, WAS TAKEN AS 2. THE AREA OF LAND WITHIN THE DISTINCTIVE BORDER I BASIS OF BEARINGS FOR ALL BEARINGS SHOWN ON THIS MAP. LINE IS 0.79 ACRES (34,208.35 sqft) MORE OR LESS. FOUND PUNCHED BRASS DISC - - IN MONUMENT WELL,DOW Ir LOVELL VELL AVENUE SHEET 2 OF 2 A JOB NO. 2040 City of Campbell Storm Dra. - (stem Page 1 of 1 OCity of Campbell Storm Drain System with Web AppBuilder for ArcGIS by Santa Clara County ISD-GIS ± 1323 Elam Ave, Campbell, CZ 15" how s:atch rest.Its for 1323 el Legend �+ 15"R. City of Campbell Storm Drai System iiz.„ - r°NE-r„ Storm Drain Structures h? • Bubble a. 12" RCP(T3138 ai • Catch Basin(no trash cap e) An 15"RCP it. Catch Basin(w/trash captufe 15 RCP(73138) iL w Drain Inlet 4 Manhole r) c c. Outfall 5 Z Storm Drain Conduits w e `'-' 4, a 15"RCP(Pi — Storm Drain Conduits n C� v A cc -13 1),o . City Limits A �J op 15" 3 3 14.041) '2-- ?--,---- ---11 . 12"RCP(3-3-1 4 001) City Limits 0-- L L A'v'. N';' ELAM AVE SLAM A' Clt iii 15"RCP agn I s 'ti C a J C. z c j 100ft 37.275-121.973 Degrees 15"RCP awl..., All Rights Reserved http://sccgov.maps.arcgis.com/apps/webappviewer/index.html?id=ee7cd 17bafdc4c 1 ead74e243b7ce8455 9/29/2016 1323 Elam Avenue H.E. 09/30/2016 1 ipa,k ., ' t.,2,14, 4 Galy Pole sAii a � . • til ,.„. , , ,.., ._, N. li i ROW 25' _ ., t ,tea Side view 1 of 2: facing east Side view 1 .12: facing west Joint Pole --- ~•111, --____ -...4 .._ ;. s. k i `,J Joint Pole, across the street "S" Manhole, in front of PL Page 2 of 2 OLD REPUBLIC TITLE COMPANY ORDER NO. 0622014458-GH A/O Ated (\4ap , 1 co,tid1/107,-- ' - i'Jura__ eleA-t- The form of policy of title insurance contemplated by this report is: - IV Ou,,Ada ✓ , 4 tie. . Homeowner's Policy of Tide Insurance - 2010; and ALTA Loan Policy - 2006. A s'cfecific ��� request should be made if another form or additional coverage is desired. Vo pe / The estate or interest in the land hereinafter described or referred or covered by this Report is: C ri . e. Fee , • 1-1 , Title to said estate or interest at the date hereof is vested in: ( 9 James Max Alford a single man COu �,0 - 1 e_�('O(GL The land referred to in this Report is situated in the County of Santa Clara, City of Campbell, State of California, and is described as follows: Beginning at a point in the center line of Elam Avenue, distant thereon South 89° 44' West 478.00 feet from the point of intersection of said center line with the Westerly line of the San Tomas Aquino Road, said point of beginning being the Southwesterly corner of that certain parcel of land conveyed by Henry R. Daggett to Robert 3. Clark as Recorded on September 8, 1947 in Book 1447 of Official Records, Page 99, Records of Santa Clara County, California; and running thence along the Westerly line of said land so conveyed to Clark, and the Northerly prolongation thereof, North 6° 40' East 300.76 feet to a one-half inch pipe in the bottom of a ditch; thence along the bottom of said ditch, South 52° 33' West 203.26 feet to a one-half inch pipe; thence leaving the bottom of said ditch and running South 63° 59' West 162.80 feet to a one-half inch pipe in the Easterly line of Lot No. 2 of the subdivision of the Lovell Tract, the Map of which is Recorded in Book"Fl" of Maps, Page 5, Santa Clara County Records; thence along said Easterly line South 6° 53' West 105.94 feet to the Westerly terminus of the center line of Elam Avenue; thence along the center line of Elam Avenue, North 39° 44' East 285.24 feet to the place of beginning, and being a portion of a part of the Lovell Tract marked "Cook Tract", as said Lovell Tract is of Record in Book"Fl" of Maps, Page 5, Santa Clara County Records. EXCEPTING THEREFROM that portion thereof conveyed to William Robert Gunkel, a single man, by Deed Recorded April 7, 1955 in Book 3136 of Official Records, Page 170, more particularly described as follows: Beginning at a point in the center line of Elam Avenue, distant thereof South 89° 44' West 553.00 feet from the point of intersection of said center line with the Westerly line of the San Tomas Aquino Road, said point of beginning being also distant thereon South 89°44' West 75.00 feet from the point of intersection thereof with the Westerly line of that certain parcel of land conveyed by Henry R. Daggett to Robert J. Clark as Recorded on September 8, 1947 in Book 1447 of Official Records, Page 99, Records of Santa Clara County, California; thence running along said center line of Elam Avenue South 89° 44' West 210.24 feet to the Westerly terminus of said center line in the Easterly line of Lot No. 2 of the subdivision of the Lovell Tract, the Map of which was filed for Record in Book "F-1"of Maps, Page 5 Santa Clara County Records; thence running along said Easterly line North 6° 53' East 105.94 feet to a one-half inch iron pipe; thence running North 63° 59' East 162.80 feet of a one-half inch pipe in the bottom of a ditch; thence along the bottom of said ditch, North 52° 33' East to a point therein from which the point of beginning bears South 6° 40' West and parallel with said Westerly line of the parcel of land so conveyed to Clark; thence running South 6° 40' West and parallel to said Westerly line of the parcel of land so conveyed to Clark to the point of beginning, and being a portion of the Lovell Tract - hereinabove referred to. APN: 403-09-046 Page 2 of 6 Pages nRT'RI SR-Ii • • I ADJOINING BUILDING APPROXIMATE LOCATKN{ I ? DESIGN STUDIO �1D ADJOINING BUILDING APPROXIMATE LOCATION/ o cordons design studio LLD WI NEW 5'-0' KWAY 8^0yo 2 haw horde eve. - OPEN SPACE-1532 S - alto,ca 94301s 650.483.4622 PROPERTY UNE 237.44' 1%. design©gordana.net (III I \ �,-,0 C m \ 9 it '": !1 !! UNIT 1 � UNIT UNIT 3 NU IT 4 /, P°,P4/0G,? Doti\ 15.8' v• 1 ! _ / -vH -- PROJECT L SIDE 9E E5 K b 1, i ITRASH TRASH -._1 / TRASH 5'u 1� 9 \ 20•-0'• ! ! ( —____..'• `- \'ENO PARKING ''''',6 Pl I I I --:1 ...\\ ,' •h 18'X20'GARAGE 4 18'%20`GARAGE 18'X20 GARAGE 4 18'X20'GARAGE •\ \ 'gl • "_' _ (2 CAR GARAGE) r (2 CAR GARAGE)__. — (2 CAR GARAGE) (2 CAR GARAGE) • - -6ETBACK 1 30�D' -BIDE 1 • \ E I PA`tKING 3 \ UTILITY OAS ; •l" PAI�KINO \ \ v . .R v b d. p,. '9' \ Ui R P I o �' IY ! I II �. PARKING •�L • v \\ \ I '.g DRIVEWAY 155.3 SF I DRIVEWAY 156 8E c • fl ,v, v -- .v \\ _ \ �' `�'1 DRIVEWAY 1555E DRIVEWAY 154.5 SF -\ \ O i. U. t I Z rn NEW 5'-0'WALKWAY ! G _ 0: .-1 b Z ! ! l{ �I H ICe ILL I < O UJ M ° a 1. I a J s o l ! —�j^_ —� PROPERTY LINE 300.57' .— i ...... .—-J..—— -''. a I- /`� �m ` rn ! 20 FIRE TRUCK ACCES PERMEABLE SURFACE DRIVE FIRE TRUCK TURNAROUN < < A° ! W I- Q I I ADJOINING BUILDING APPROXIMATE LOCATION I a. o2 S 4J Lid,... 0 Z O W W 1 Z -I aC ADJOINING BUILDING APPROXIMATE LOCATION Z J N 6 ADJOINING BUILDING APPROXIMATE LOCATION J Q ADJOINING BUILDING APPROXIMATE LOCATION a o - C.) D1 PROPOSED SITE PLAN Z MANNINGES Seale 1` 108 (►) PLANNING PRE APPUCARON0821/2016 O U MREVISIONS H LEGEND CURRENT SITE DATA PROPOSED SITE DATA REQ. PROPOSED UNIT SF SUMMARY Cl) APR. 40-3040-46 APR, 40-3140048 UNIT 1 �O�♦ ZONE (/R41 ZONE: R- PD PROPOSED FIRST FLOOR 1,140.4 SF / NEW RESIDENCE V SHEET PROPOSED SECOND FLOOR 1.014 SF GROSS LOT AREA 20,027 SF PROPOSED SUBDIVISION. 5 LOTS PROPOSED GARAGE 380 SF Ce TOTAL 2514.4 SF a 0 EXISTING RESIDENCE TO BE DEMOLISHED: 1,24683 SF L.. _j NEW CONCRETE U. EXISTING GARAGE TO BE DEMOLISHED: 733.28 SF MIN.PUBLIC FRONTAGE. 25 FT PROPOSED DRIVEWAY 155.3 SF r MAX ALLOWABLE DENSITY: 6 TO 13/GROSS ACRE OPEN SPACE REQ. 300 SF PER DWELUNG UNIT MAX.HEIGHT 28 FT SETBACKS' (1,200 SF) NEW PERMEABLE SURFACE z FRONT 20 FT PROPOSED FIRST FLOOR 1,138.3 SF Vital I a. SIDE 5 FT OR 1/2 OF HEIGHT OF BUILDING WALL PROPOSED SECOND FLOOR 967.5 SF ADJACENT TO SIDE PROPERTY UNE PROPOSED GARAGE 380 SF Z W REAR 5 FT OR 112 OF HEIGHT OF BUILDING WALL TOTAL: 2485.8 0 ADJACENT TO SIDE PROPERTY UNE • PROPOSED DRIVEWAY 155 SF .I MAX FLOOR AREA RATIO .50 MAX.HEIGHT 28 FT Q v' PROPOSED FLOOR AREA RATIO .4p V MAX.LOT COVERAGE 40% UNIT SHEET INDEX J W PROPOSED LOT COVERAGE 32% PROPOSED FIRST FLOOR 1,135,3 SF Al PROPOSED SITE MAN AND INFO 0 PROPOSED SECOND FLOOR 9767.5 A2 PROPOSED LOT PLANS a O MAX HEIGHT 28 FT PROPOSED GARAGE 360 SF A3 PROPOSED UNIT 1 AND 2 FLOOR PLANS AND ROOF PLANS Q TOTAL 2485.8 SF A4 PROPOSED UNIT 3 AND 4 FLOOR PLANS AND ROOF PLANS I.A L. PROPOSED COVERED PARKING 8 A5 PROPOSED UNIT 1 EXTERIOR ELEVATIONS AND SECTION 1 PROPOSED UNCOVERED PARKING 4 PROPOSED DRIVEWAY 155 SF A6 PROPOSED UNIT 2 EXTERIOR ELEVATIONS AND SECTION W O A7 PROPOSED UNIT 3 EXTERIOR ELEVATIONS AND SECTION �N/ MAX.HEIGHT 28 FT A8 PROPOSED UNIT 4 EXTERIOR ELEVATIONS AND SECTION re ii a a. UNIT 4 EXISTING SITE SURVAY PROPOSED FIRST FLOOR 1,1055 SF 0 PROPOSED SECOND FLOOR 988.6 PROPOSED GARAGE 380 SF Z TOTAL: 2454.1 Z DATE 09/21/16 PROPOSED DRIVEWAY 1545 SF Z TOTAL PROPOSED NEW AREA: 2514.4.2485.8.2,465.8.2.454.1.9.00.18E .45" 2016.014 PROPOSED FAR: .49 a PROPOSED LOT COVERAGE: 1,140.4•360.15.3•1,138.3.360•155.1.138.3.380 SHEET F •155•1.1055•30.154.5.6.5823 33% Al DESIGN STUDIO _ PROPERTY LINE 237.44' porch. design studio LLC ad-2518" 1i 04,0 li ��� <a-rl a 802 IIaYYUl01M ave.palo alb,CI 84301 I 650.483.4622 design@gordana.net ! 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M0!,- BENCHMARK ELEVATION AS INDICATED ON A WATER METER A5 SHOWN. i3,43°01B/{2 TU FEARES THAT WERE NOT MAPPED:RECORD LOCATION OF UNDERGROUND SC.1l60 AR UTILITIES OTHER THAN AS SHOWN. 4 10341M01 USERS OF THIS MAP ARE ADVISED TO CONTACT THE PREPARER TO RE SESURETHERE ARE NO PERTINENT REVISIONS TO THE COPY THAT HE OR SHE HAS �/0 OBTAINED. �4 rc•Uwe 0r •�� WHERE AN ELECTRONIC VERSION OF THIS MAP IS BEING USED.CONSIDER THAT CARD MAPS ARE CONVENIENT TO THE USER T HAVE INTERPRETIVE DANGERS SUCH AS SUPPORTED GREATER LDACCURACIES TO A DIMENSION THAN WOULD xma ADTpIFpI,M BL1AD)TTGA BEENLAVE MAY HAVE BE THE FVED PROCEDURES.F EFFECT:UNAUTHORIZED PPoOXIMATE L«A TION LOCATIONS HAVEBEEN MOVED FOR OTEASILEFFECT:UNAUTHORIZED MODIFICATIONS TO THE DRAWING ARE NOT EASILY DISCERNIRLE. Alavillif" mat m •SEXES ELEVATION OF XXX.)0(AT THE 01055 .1 m. ---VOL-CONTOUR LINE AT XXX FOOT ELEVATION m ticAI THIS MAP WAS PREPARED UI.DER MY DIRECTION TO T4 MA NORL STANDARDS r10 • ��� RPROFESSIONAL LAND SURVEYORS IN THE STATE OF I • BRUCE D.WOODWORTH LS.4850 A ,f i mu•"*. _._ ADJOINING BU4DZNG APPoOXIMA� ^ • TI v' g '_ • _•_- N 06°40'00' 2 237,44 BENC ARK ‘,0 co^ i� �. %6'ID xm" m . TOP OF WA 'METER BOX W O,ASSUMED£27'• •Goo.f MAPS _ _ +• . - _ - CqI m- OVERHEAD ."� T. x. .. � • • LIIo ., GARAGE xm. X�P . fQy°°�e O -_.._.. EDGE OF PAVEMENTIn OS man AI %em Q° r S`QNI I �VTILIry FE NUE' c , L�vt �• BOxn r xmr xm» BC? y .. ° tc f 25. i v—� xm xmM <,» �' 'a T. !• 0- EXISTING , e mA ° � • >Z I xs X MAD xm. ti g g,•.)„. Irl RESIDENCE 221.53 EDGEOF PA VEMENT g.ry i≥On.A v o i P f ram,.,R(I ul xm x._w %m., ED A p c N Z CONCRETE x xr. x A x ax o 5 a m CLEANOVT GROSS AREA:20,027 SQ.FT../- .`SC`�R MGM A� SM. o i Al MIAOW :,,i' acme NET AREA:18,152 SQ.FT.H/- F.:4•+ i xTKA,. xmM RM1K4! 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