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2145 Winchester Blvd 23751303 anceiv RecordingRequested By: } Regina Al:comendras OCT 2Aiy Santa Clara County - Clerk-Recorder Y 6 City of Campbell ) 09/13/2017 09:53 AM My CLERK, S Okrlt,1 And When Recorded Return To: ) Titles: 1 pages; 2 Fees: 28.00 Taxes: 0 City Clerk ) Total: 284.00 City of Campbell 70 N.First Street ) Campbell,CA 95008 ) /� APN: 305-33-100 (Space Above This Line For Recorders Use Only) ADDRESS.2145 Winchester Blvd.,Campbell,CA 95008 p41011C ,,4? NOTICE OF RELEASE BY Works41 klis CITY OF CAMPBELL trar'°n NOTICE IS HEREBY GIVEN concerning the real property located in the City of Campbell, Santa Clara County, California, and described specifically as follows: 2145 Winchester Blvd., Campbell,CA. That whereas, 2145 South Winchester LLC, a California Limited Liability Company, entered into a Street Improvement Agreement with the City of Campbell, recorded August 21, 2013, Document# 22358843, in the Office of the County Recorder, County of Santa Clara, State of California. That,whereas, said conditions of said Agreement have been met to the satisfaction of the City. That,Now Therefore 2145 South Winchester LLC is hereby released from all requirements contained in the agreement recorded August 21,2013, Document#22358843, in said County Recorder's Office. IN WITNESS WHEREOF, said City has caused its name to be affixed by its City Engineer and City Clerk, who are duly authorized by Ordinance 2059 adopted September 20, 2005. CITY OF CAMPBELL ATTEST: Todd Capurso Public Works Director, City of Campbell Wendy od, City Clerk (Attach Notary Acknowledgment) Dated: �c> /t CALIFORNIA ALL PURPOSE CERTIFICATE OF ACKNOWLEDGMENT 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 ��0. On Nv U1 before me, .s (Here insert name arW L e bf the o cer ' personally appeared _ ,�� : SO _r who.proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to.the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the perso.n(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. M� JUANN THOMASON Commission#2110789 WITNESS my hand and official seal. z ,-m Notary Public-California z (( z Santa Clara County My Comm.Expires May 9,2019 Notary Pf¢blic Signature (Notary Public Seal) AD:D1T101atp►L OPTION�I►L 1NFORIIilAT10N INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and. ifneeded,shordd be completed and attached lo.the documeni.Acknowledgments DESCRIPTION OF THE ATTACHED DOCUMENT from other states may be completed for documents being sent to that state so long as the wording hoes not require the California notary to violate California notaru �1 (� •Z 1 s l l r d1C�`�PS'Ce S law_ (Title or description of attached document) -I - State and County information must be the State and County where the document - signer(s)personally appeared before the notary public for acknowledgment. - Date of notarization must be the date that the signer(s)personally appeared which (ille or description of attached document continued) must also be the same date the acknowledgment is completed. - The notary public must print his or her name as it appears within his or her Number of Pages Document Date commission followed by a comma and then your title(notary public). - Print the name(s)of document signer(s)who personally appear at the time of notarization. CAPACITY CLAIMED BY THE - Indicate the correct singular or plural forms by crossing old'incorrect forms(i.e. helshrJtkey,—is Ian)or circlingthe correct fors.Failure to correctly indicate this ❑ Individual(s) information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression roust not ca:'er test or lines. If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledmnentform. • Signature of the notary public must match the signature on file with the office of 0 Partner(s) the county clerk. ❑ Attorney—In-Fact Additional information is not required but could help to ensure this 0 Trustee(s) acknowledgment is not misused or attached to a different document. Other . Indicate title or type of attached document,number of pages and date. ❑ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the,title(i.e.CEO,CFO,Secretary), 20'i 5 V:!' .it?C Lsvw.Nttca vC.lasses.co E i; 2? -�85� Securely attach this document to the signed document with a staple. J ENCROACHII ERMIT ISSUANCE CHECK LIST USE ONLY) City of Campbell Encroachmei C Permit No.ENC Zo12- �►�`� Department of Public Works Tract No. Address: Z I`t5 Vy i h�Int S- 2.i ITEMS REQUIRED FOR PERMIT APPLICATION: 1. ✓ Encroachment Permit Application complete,with applicant signature and date(front and back) � 2. ✓ Permit Application Fee paid$ 6 a 4 5547 11-5-�► 70— -Receipt Number&Date � 3. ✓ Plan Check Deposit Paid(2%of Engineer's Estimate,$500 min)$ 2 i 915_ Receipt Number 2Z 4 S 5`{'7 4. ✓ Grading Plan Review Fee paid$ 1,0 i 0 — -Receipt Number&Date 5. F/ City Engineer's Estimate Completed and Submitted 6. ✓ Four(4)Sets of Street Improvement Plans 7. ✓ Four(4) Sets of Grading and Drainage Plans 8. Check Lists(Grading and Drainage, Street Improvement) " =2 19r Off , ��L)(5 c) MS REQUIRED PRIOR TO PUBLIC WORK CLEARANCE FOR BUILDING PERMITS 9. Plan Check&Inspection Fee:Engineer's Estimate(EE)=$ 2 I ;if EE is<$250,000,then fee is 14%of EE. If EE>$250,000,fee is Actual Cost+20%. $35,000 minimum deposit. I L))Q)AO(D 0 Amount$^�rA-{��8- - Receipt No. &Date 2-41<3 lu-7 8 f t l i,3 / t ,3zn . 10 ✓ Security for Faithful Performance and Labor and Materials, 100%each of Engineer's Estimate,supplied or paid. Amount$ �' Form Receipt No.&Date '1101 I i'3 e-b A- e l i�3 IOQc� 11. Security for Monumentation Amount$ Receipt No. &Date Construction Emergency Cash Deposit: 4%of Engineer's Estimate. ($500 minimum,$10,000 maximum) Amount$ ''7 'I L� Receipt No. &Date 2- 9 3(0 3 �hr 13. 1� Storm Drainage Area Fee Amount$ Receipt No. &Date Improvement Agreement signed and notarized roof of ownership submitted 114. Street p g g (p p ) 15. Right of Way Documents Completed and Fees Paid.G M4 Gb v5e kc�t C'Leti-S . 16. All other Public Works requirements listed in the Conditions of Approval of the development. 17.-4-4_ Other Fees,Payments,Deposits Amount$ Receipt No. &Date 18.___ SWPPP+NOI 19. 1�Q C3 Certification 20. 0 Covenant Agreement ✓Geotech Letter 22. AA -Storm Water Management Plan ITEMS REOUIRED PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT: 23 Contractor's signature added to the permit application(front and back) 24 Contractor's City of Campbell Business License# 25 Worker's Compensation Insurance Information Sheet received from Contractor. 26. Certificate of Insurance with Additional Insured's Endorsement received from Applicant or Contractor. 7. One mylar set and six(6)or less sets of off-site plans signed by engineer,stamped APPROVED FOR CONSTRUCTION. _Contractor, _Inspector PW Superintendent(Service Center) EP File LD File _Signals&Lighting Supervisor(Service Center) 28. Permit signed by City Engineer. 29. INITIATE CHECK REQUEST FOR PLAN CHECK DEPOSIT REFUND WHEN ALL OF THE ABOVE ITEMS ARE COMPLETE,PERMIT MAY BE ISSUED. Issuer:Initial and date and file with permit J:\FORMS\Templates\Land Development\Street hnprovements\Encroachinent Permit Issuance Checklist.doc(Rev.07/11) it 4 Please Keep this sheet on Top Proi ect Fact Sheet 1. Project Address: 2135 &2145 Winchester Blvd. ENC 2007 - 00028 1 2. APN: 305-33-019 & 020 3. Owner Name(s): Lexor Investments, Inc. 4. Owner Address: 15585 Los Gatos Blvd., Los Gatos CA 95032 5. Owner Phone: 402-9877 (Bill Hirshman&Zachary Goldberg) Zachary cell= 887-5525 6. File No. (Planning) PLN 2006-081 7. Project Planner: Jackie Lind 8. Cross Reference File(s) 9. Condition of Approval: Circle one: City Council Planning Commission Comm Dev. Director Resolution No. Date: 10. Architect: 11. Architect Address: 12. Architect Phone: 13. Engineer Name: Amanda Wilson w/Hanna&Brunetti 14. Engineer Address: 7651 Ei leery Street, Gilroy, CA 95020 15. Engineer Phone: 408-842-2173 Fax: 408-842-3662 16. Surveyor Name: Same as Engineer 17. Surveyor Address: 18. Surveyor Phone: 19. Monumentation Security Amount: J:\LandDev\Plan Check Comments\Winchester 2135 factsheet.doc Project Fact Sheet ATE YYY �`�" CERTIF TE OF LIABILITY INSOANCE D/24/DD/Y4 6/24/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. .THIS'CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain poligNs may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Michelle Conrique Hansen Insurance Agency �U n7v PHONE (831)722-9666 �C No:(831)722-2932 License #0831440 ' r�J� EDD1E .michelle@hanseninsurance.com 800 East Lake Avenue r f INSURERS AFFORDING COVERAGE NAIC# Watsonville CA 95076 r«,;�� INSURERA:Gemini Ins. Co. 10833 INSURED INSURER B:Nav1 ators Specialty Ins. Co. 36056 TOU BAR EQUIPMENT CO. , INC. INSURERC:Granite State Insurance Co. 23809 P.O. BOX 254 INSURER D: INSURER E: Redwood City CA 94064 INSURERF: COVERAGES CERTIFICATE NUMBER:2014-2015 GL, XS & WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW,HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR EXP LTR TYPE OF INSURANCE INSR SWVD UER POLICY NUMBER MM DPOLIDY/YYYY MM/DD EFF POY/YYYY .LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 100,000 A CLAIMS-MADE F_x1 OCCUR X VCGP021271 6/18/2014 6/18/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED X I RETENTION$ 10,000 SE14EXC7577421C 6/18/2014 6/18/2015 $ (' WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE EJ E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N/A C001647490 10/3/2013 10/3/2014 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 (j00 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Limits at policy inception. *Except 10 days notice for non-payment of premium & *30 days NOC. City of Campbell, its officers, employees and volunteers are named as Additonal Insured's under the General Liability policy as per the attached form CG 20 33 04 13 with primary wording per the attached form CG20 010 04 013. Workers Comp. Waiver attached. _ CERTIFICATE HOLDER CANCELLATION dnj.fulga@verizon.net SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Campbell ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Dept. of Public Works 70 N. 1st Street AUTHORIZED REPRESENTATIVE Campbell, CA 95008 M Marquez/MONIQU ACORD 25(2010/06) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD F0lic}',:VCGP021,271 QQ 20 33'.04 13 Insured Name:TOU BAR EQUIPMENT.CO.ING Number 28: Effective:IDate.06118/2014 THIS:ENDORSEMENT CHAN:GES:THL+'+',POLICY:.PLEASE READ IT CAREFULLY'.. ADDITIONAL; INSURE -OWNERS5 LESSEES OR. CONTRACTORS.-.AUTOMATIC STATE S, WHEN" REQUIRED IN CONSTRUCTION AGREEMENT NVITH YOU This,endorsement rnodifies insurance provided urider the following:; 'Commercial.General)`..)ability C'bverage fart A, &ction 11—Wh6,1.s-An insured is amended to include'as an additional insured any person or organization For whom you,are,perfotming;'operations when you,and,such person or organization have agreed in w?iting in a.contract or agreementthat such person or organization be added as,an additional insured on Your,poliey.suer)person Or organization is;an addrtranal.insured"onry with respect to liability for'.bodily injury";"property damage"or"personal and advertising: .injury"caused,in whole or in part,by: L 'Your acts.or omissions;or 2: 'The acts oromissions of those acting on;your behalf;_ ,in the perfomrance ofyourongping operations for?the additional'insured. 1lo-wever,.the insurance-afforded to such additional insured: 1. Only applies to the'extent perniitted by and 2, Will not be broader.than that which you are required by the contractor agreement to prpyide fior suuch additional. insured. A persou's or oi-gan2zatioii's status as:an additional insured under this epdorsefti r t ends when your=operations for that additional insured are'completecl; &;, With,i'espeot.to'ale insurance afforded,'to these.additional insureds,the following.additional exclusions apply: This-insuratrce does`notapply't' 1 'Bodilyiirjury' "propertydarnage"or"personal and advertising injury."aiising.out of tlre`reidering.of,or lre.failure to render,any professional architectural,`engineering or surveying services,,ncludingt a:. The preparing;approving`,or failing to prepare or,approve,maps,:;shop drawings,opinions;reports;surveys,field orders;'cliange orders.or_drawings and S#O cations or" b.. 5iiper�isory,.iuspection;architectural orengrneering-activities: This,exclusion applies even'if the claims.against any ims re allege negligence or:other wrongdoing`rn the=supervisio►; hiring,employmcnt,,traimng' or monitoring, others by that insured,.if the."occun-ence!'itivIiich"caused the:"Bodily injury or"propertydamage",or the offense wl ich.caused the"personal and advertisinginjury",_involved the,rendzring=of or the faihiie`to rei%der:any- pro,Pessional architc"chiral,`e`ngineering or surveying services. I "Bodily,injury"or"propertydaniage"occurring atl6c:' a.. Al Nork;including rnaterials,.parts of egtiipmcrrt funii"shed in connectiorr,ivitli su'cb"' ork,.on•the"p"'ect(other than service,maintenance or repairs)to be,performed by or on behalf of the additional insured(s):atthe location of the'coveredoperations`has been completed;,or, 1). Tbt portion of"your work"out of Nyl iclr the injury,or damage arises has been put to its intended use by any, person oir organrzation othet'than another contractor or subcontractor engaged lfi p"forming op-I tons fora principal as,a part.of the:same project., [`G 20 33 041;3 1 of Z' C. With respect to the insurance afforded to these additional insureds,.the follouwing is added to Section 111—Limits•,Of Insurance. The.mostwe wilt-pay on behalf of the additional insured is the amount of in_suzairce 1. ReVired bytlte.-contract or agreement you have entered.into with the.additiohal,instired dr 2. Available-under the applicable I imits:of Insurance shown in the Declarations; whichever is less.. This endorsement shall not increase the applicable Limits.of Insurance shown,in the DecNratioris.,. CG 20 33 04 13 2 of2- f Pollcy:VCGP021271 CG 20 61 O413 Insured Name:TOU U,AREQUIPMENT CO INC Number 27 >;i'fec0ve_I)aW0611812014 'I`HIS ENDORSEMENT+CHANGE,&THE POLICY.PLEASE REFIT CAREFULLY, PRIMARY AND 1` t 1 ( ? T'I`II I�3UTC) V-= O'I HER INSURANCE CONDITION E This endorsement modifies insurance pr-o'ided raider-thefollowing: Commercial General Liability Coverage fart. The following is added to the Other Insurance,Condition and supersedes any provision io.the contrary:( Primary And Ndnrontrbritory Insurance This insurance rs'prip ary to and Will,iot seek contribution from any,other insurance available Co tan a 9ditionat insured under your policy lirovided,that: (1) Tlie additional insurer is a"Named fnsured under such other insurance;and' (2) You have-agreed in writing"in a contrae't or agreement that this insurance would be pianary acid would riot seek coniri�ution from any ether iwiumnce avaikble:tp the scldrtional msiifed.. (6"20 01 O413 1 cif 1. JoA _ .-Thomason 0 V CA 4f _ Office Assistant mod, City of Campbell tDepartment of Public Works U r" 70 North First Street o 0 Campbell,CA 95008 Phone:(408)866-2701 o °CHAAO Fax:(408)376-0958 k E-Mail:Joannat@cityofcampbell.com Transmittal To: Scott Plautz Date: September 25,2013 Re: Recorded Documents for 2145 Winchester Blvd. ❑ For Review ❑ Please Comment ❑ Please Reply L� For Information&Use El Urgent P Please find enclosed a recorded copy of Street Improvement Agreement and Grant of Public Service Easement for the above-referenced property. ank you, J is oasonm Off istantic s cc: Land Dev File J:\JoAnnaT\Templates\Transmittal Form.DOC(Rev.03/08) � �n- 4 TO BE RECORDED WITHOUT FEE S i F` 9 0m3 Pages SEMON 6103 GOVERNMENT CODE DOCUMENT: 22358844 AT THE REQUEST OF CITY OF CAMPRFi I. -' �r a"" I Fees. . . . + No Fees �l6v � � o I1 Recording Requested by: I T axes CITY OF CANIPBELL ) Cop i es } a:3S %16 �-1 AMT PAID When Recorded Mail To: } RDE # 011 City Clerk } REGINA ALCOMENDRAS 8/21/2013 City of Campbell } SANTA CLARA 'COUNTY RECORDER 10 39 AM 70 North First Street } Recorded at the request of Campbell, CA 95008 City APN: 305-33-100 (Space Above Ibis Line For Recorder's Use) ADDRESS: 2145 Winchester Blvd.,Campbell,CA 95008 GRANT OF PUBLIC SERVICE EASEMENT 2145 South Winchester,LLC, a California limited liability company hereby GRANTS to the City of Campbell,a municipal corporation,of the County of Santa Clara,State of California,an easement for public services,over,through and upon that certain real property within said City more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF BY REFERENCE Said property contains 5 4 square feet,more or less,and is generally shown on the attached Plat Map. STATE OF CALIFORNIA )SS DATED %`i 2-0 COUNTY OF SANTA CLARA ) 0ng\��;�1,�r s� ;a��J before me, (SIGN TURF)' A Notary Public in and for aid State,personally appeared (PRINTED NAME AND MLE) cC� i>,� • v` Z 2145 South Winchester,LLC,a California who proved to me on the basis of satisfactory evidence limited liability company to be the person(s)whose name(s)islare subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capaeity(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) JOANN THOMASON acted,executed the instrument. Commieffifon#t 1930882 Notary Public-California az I certify under PENALTY OF PERJURY under the laws of Santa Clara County the State of California that the foregoing paragraph is true Comm.My ina Mar 28,2015 and correct. WITNES my d d official seal. Signatur �..0 Name GI ^�� V\��G��Gv�• typed or printed) Place Notary Seal Above EXHIBIT `A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS 2145 WINCHESTER BLVD., CAMPBELL, CA PUBLIC SERVICE EASEMENT NO. I Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain, telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 89' 53' 00" East 90.08 feet to a point of curvature; thence leaving said boundary South 00" 07' 00" West 5.00 feet to a point; thence North 89' 53' 00" West.90.06 feet to a point on the westerly boundary of said Parcel; thence along said westerly boundary North 00' 06' 26"West 5.00 feet to the POINT OF BEGINNING. Containing 450 square feet, more or less. PUBLIC SERVICE EASEMENT NO.2 Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain, telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the southeasterly corner of said Parcel `A', thence along the easterly .boundary of said Parcel North 00' 06' 26 West 160.12 feet to a point of curvature; thence leaving said boundary South 89" 53' 34" West 5.00 feet to a point; thence South 00' 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel; thence along said southerly boundary South 89' 53' 00"East 5.00 feet to the POINT OF BEGINNING. Containing 801 square feet,more or less. These legal descriptio pF _.by me and are based on record data. R. g � �r2 rya Arnold R. Brune C.E. 1 CA`)) 3 Exp. See Exhibit `B' atthe hereto and d Bart hereof. Basis of Bearings: Th 6_o` W. Rincon Avenue as shown as S.89°53'00"E. on that parcel map filed in Book 81 of°l Laps, at Pages 38-39, S.C.C.R. THE FOREGOING INSTRUMENT IS A TRUE AND CORRECT COPY OF THE ORIGINAL Page 1 of 2 ON FILE IN THIS OFFICE. ATTEST: ANNE BYSE CITY CLERK CITY OF C "9PB LL;CA BY" DATED �p is Of Bearings ` S89'53'00"E Centerline E. RINC®N W. RINC®N AVENUE wressi AVENUE 0 (A PUBLIC STREET 60 FEET WIDE) S89'53'00"E 90.08' A '� 17186 m a Ln N89'53'00"W 90.06' ,w ExP• .15- II a W V) 0 6 . % SO A 500��oo� ��y� CiVit 4' P�Vw� Eta N�. 5 ,"�� ! FOF CAUF�� v O1`0 rn 0 0 'S0h 0 oi N D LANDS OF 2145 S. WINCHESTER LLC. c' a? ^ Z DOC. # 21826223 P � 00 ° PARCEL A. 3 815 MAPS 38-39 0 M M1n1 y BL�O E�DE2 D S ,yp`'� 45 D I PQ� �QO o Basis of Bearings note �� o CD L The bearings" shown on 'S0 -'1 C —� this map are based on PQ� m r . 0 the centerline of W. 0 0 M Rincon Avenue as shown C as S.89'53'00"E. on 815 0 ~'- o � 0 Maps 38-39, Records v c) of Santa Clara County. S89'53'00"E krt rn MISSION WAY 0 5.00'J P.O.B. CD (Private) `V P.S.E. NO. 2 LEGEND AREA OF OFFER OFCAMPBELLF F DEDICATION D A I ORPUBLICS SERVICE EASEMENT EXHIBIT B BOUNDARY OF EASEMENT ALONG PROPERTY LINE BEING A PLAT TO ACCOMPANY OFFERS BOUNDARY OF EASEMENT I OF DEDICATION FOR PUBLIC SERVICE P.S.E. PUBLIC SERVICE EASEMENT EASEMENTS TO THE CITY OF CAMPBELL, P.O.B. POINT OF- BEGINNING . COUNTY OF SANTA CLARA, CALIFORNIA Hanna & Brunetti 2145 WINCHESTER BLVD. ■Civil Engineers ■ Land Surveyors ■ CAMPBELL, CALIFORNIA ■Construction Managers ■ Gilroy, California (408) 842-2173 PAGE 2 OF 2 f ACCEPTED ON THIS day of ,g,71 for and on behalf of the City of Campbell,a Municipal Corporation, of the State of California, pursuant to Resolution No. 749,recorded in Book 4509 ge 180 Santa Clara County Records. Anne Bybee, City Clerk City of Campbell, California TO BE RECORDED WITHOUT FEE SECTION 6103 GOVERNMENT CODE AT THE REQUEST OF CITY OF CAMPBELL v ��f l:Lio�'�a ( r�I�;E Pages: 1 Recording Requested by: ) DOCUMENT: 2 2 3 5 8 8 4 3 Fees. . . . + No Fees City of Campbell ) I Copies. . When recorded mail to: AMT PA I D REGINA ALCOMENDRAS RDE # 011 City Clerk ) SANTA CLARA COUNTY RECORDER 8/21/2013 City of Campbell ) Recorded at the request of 10�39 AM 70 North First Street ) City Campbell, CA 95008 ) APN: 305-33-100 (Space above this line for Recorder's use only.) ADDRESS: 2145 Winchester Blvd.,Campbell,CA 95008 STREET IMPROVEMENT AGREEMENT RECITALS THIS GREEMENT, identified by File No(s). PLN 2011-318, is entered into this / day of '!k677 , 2013, by and between 2145 SOUTH WINCHESTER, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, hereunder referred to as "Owner," and the CITY OF CAMPBELL, a municipal corporation of the County of Santa Clara, State of California, hereinafter referred to as "City." On June 19, 2012 the City Council granted conditional approval of a new commercial building for that certain real property situated in the City of Campbell, County of Santa Clara, State of California described as Parcel A, of the Parcel Map filed for record on June 27, 2007 in the Recorder's Office of Santa Clara County, State of California, in Book 815 of Maps, Pages 38 and 39, and commonly known as 2145 Winchester Boulevard, which property is hereinafter referred to as "said real property." TERMS AND CONDITIONS Now, therefore, in consideration of the above referenced approvals, and in satisfaction thereof, the parties to this Agreement shall comply with the following terms and conditions: (1) The Owner shall provide, construct and install at his/her own proper cost and expense, street improvements as described in Section 11.24.040 of the City Code within 12 months from the date first mentioned hereinabove; provided, however, that in the computation of said 12 month period, delays due to, or caused by acts of God, viz., unusually inclement weather, major strikes, and other delays beyond the control of the Owner or his/her successors shall be excluded. (2) If the Owner fails to complete the work required by this Agreement within the said 12 month period, the City, after giving ten (10) days written notice to the Owner, or his/her successors, may construct and/or install said improvements and recover_the.full,,co�t� d�s A TRUE expense from the Owner, or his/her successors. AND CORRECT COPY OF THE ORIGINAL ON FILE IN THIS OFFICE. T�1 . =E,CITY CLERK C!7`✓4' , PPBEELL,CA DY- DATED 12, STREET IMPROVEMENT PLANS (3) The Owner, shall cause to be prepared at his/her cost and expense street improvement plans for the construction and installation of said improvements prior to such construction or installation. Said plans shall be prepared by a civil engineer registered by the State of California and submitted to the City Engineer for examination and,approval. (4) All of said improvements embraced in this Agreement shall be constructed and installed in accordance with the plans approved by the City Engineer and shall be made under the inspection and to the satisfaction of the City Engineer. Said construction and/or installation shall be in accordance with the existing ordinances and resolutions of the City of Campbell and all applicable plans, specifications, standards, sizes, lines and grades approved by the City Engineer, and all State and County statutes. Upon completion and acceptance of the improvements by the City, the Owner, shall provide reproducible as- built plans to the City Engineer. PLAN CHECK AND INSPECTION FEE (5) Prior to approval of the plans by the City Engineer pursuant to Section (3) of this Agreement, Owner, or his/her successors, shall pay the City for plan checking of improvement plans, field inspection of construction of improvements and all necessary expenses incurred by City in connection with said improvements, a sum calculated in accordance with Resolution No. 10494 as adopted by the City Council on May 3, 2005, or as may subsequently be adopted by the City Council. FAITHFUL PERFORMANCE SECURITY (6) The Owner, or his/her successors, shall file with City, prior to beginning construction, security acceptable to the City in amount equal to the City Engineer's estimated cost of the street improvements to ensure full and faithful performance of the construction of all the aforementioned improvement work. Said security shall guarantee that Owner, and his/her successors, will correct any defects which may appear in said improvement work within one (1) year from the date of acceptance of the work by City and pay for any damage to other work resulting from the construction thereof, as well as pay the cost of all labor and materials involved. This security shall remain in effect until one (1) year after date of final acceptance of said improvements by City. Said security amount may be reduced by the City Engineer in his/her sole discretion after the date of final acceptance to not less than twenty-five (25) percent of its full value. (7) Upon final release of said security by City, the obligations of Owner, and his/her successors, contained in this Agreement shall be considered null and void, except as otherwise provided by applicable law, or Sections 12 or 13 of this Agreement. FORMATION OF A SPECIAL ASSESSMENT (8) The Owner, when called upon by City to do so, shall execute a petition for the formation of any special assessment district created pursuant to any special assessment act as provided in the Streets and Highways Code of the State of California created for the 2 purpose of constructing and/or installing any or all of said improvements. Owner, or his/her successors, shall participate in and become a part of any special assessment district as described in Section (8) of this Agreement. (9) The Owner's, or his/her successors' obligations contained in this Agreement that are accomplished to the satisfaction of said City Engineer by said special assessment district shall be considered to satisfy those obligations. RIGHT-OF-WAY ACQUISITION (10) Owner at his/her own cost and expense, shall acquire any easement and right-of-way within or without said real property necessary for the completion of the improvements shown upon aforesaid improvement plans. It is provided, however, that in the event eminent domain proceedings are required for the purpose of securing said easement and right-of-way, Owner, shall deposit or cause to be deposited with City a sum covering the reasonable market value of the land proposed to be taken and to be included in said sum shall be a reasonable allowance for severance damages, if any. It is further provided that in addition thereto such sums as may be required for legal fees and costs, engineering and other incidental costs shall be deposited with the City. (11) The Owner, shall carry out any and all negotiations with all interested parties and shall perform or cause to be performed at his/her own cost and expense and to the satisfaction of the City Engineer any and all work required to abandon, remove, raise, lower, relocate and otherwise modify irrigation lines within or without the boundary of said real property. INDEMNITY AND INSURANCE (12) The Owner, and his/her successors, to the fullest extent permitted by law, shall indemnify, defend and hold the City of Campbell, its agents, employees, attorneys, officers, officials and assignees harmless from any and all claims, actions, causes of action, liabilities, damages, losses and expenses, including, but not limited to, attorneys' fees, arising out of, or resulting from, or alleged to arise out of or result from any negligent or intentional act or omission (including misconduct) of said Owner, or his/her successors, or any subcontractor, or anyone directly or indirectly employed by him, or anyone for whose acts any of them may be liable in the course of performance of the Agreement, except for any claims, actions, causes of action, liabilities, damages, losses and expenses proximately caused by the sole negligence or willful misconduct of the City. (13) The Owner, and his/her successors, shall also indemnify, defend and hold the City of Campbell, its agents, attorneys, employees, officers, officials, and assignees harmless against and from any and all claims, actions, causes of action, liabilities, demands, losses, lawsuits, judgments, damages, costs and expenses (including, but not limited to, attorneys' fees and court costs, whether incurred at trial, appellate or administrative levels) which the City of Campbell may incur or suffer, or to which the City of Campbell may be subjected resulting from, or alleged to result from the failure of Owner, or his/her heirs, assignees, successors, grantees, agents, employees, subcontractors, or anyone performing services 3 under him, to fulfill any of the obligations imposed under this Agreement, except for any claims, actions, causes of action, liabilities, judgments, damages, costs and expenses proximately caused by the sole negligence or willful misconduct of the City. (14) The Owner and his/her successors shall also indemnify, defend and hold harmless the City, its agents, officers and employees from any claim, action, or proceeding against the City or its agents, officers or employees to attach, set aside, void or annul an approval of the City, its City Council, Planning Commission, Community Development Director, Public Works Director, Building Official, City Engineer, or other such City official concerning a subdivision, which action is brought within the time period provided for in California Government Code Section 66499.37. (15) In the event that this contract is subject to California Civil Code section 2782(b), the foregoing indemnity provisions shall not apply to any liability for the active negligence of the City. The foregoing indemnity provisions are intended to fully allocate all risk of liability to third-parties. No other rights of indemnity or contribution shall exist between the parties in law or in equity. The provisions set forth in this section shall survive the termination of this Agreement. (16) The City will promptly notify the Owner of any claim, action or proceeding to attack, set aside, void or annul any approval concerning a subdivision of said real property, and will cooperate fully in the defense. (17) Owner and his/her/its successors shall maintain insurance for injuries to persons or damage to property conforming to the following specifications: A. Minimum Scope of Insurance Coverage shall be at least as broad as: 1. Insurance Services Office (ISO) CGL form CG 00 01 11 85; and 2. ISO form G0009 11 88 Owners and Contractors Protective Liability Coverage Form—Coverage for Operations.of Designated Contractor; and 3. Course of Construction Insurance covering all risks of loss; and 4. ISO CA 00 0106 92 including symbol 1 (Any Auto); and 5. Workers' Compensation insurance as required by the Labor Code of the State of California and Employer's Liability insurance. B. Minimum Limits of Insurance Owner shall maintain limits no less than: 1. General Liability: $1,000,000 combined single limit per occurrence for bodily, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, 4 either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. 2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage.. 3. Workers' Compensation and Employer's Liability: Workers' Compensation Emits as required by the Labor Code of the State of California and Employer's Liability limits of$1,000,000 per accident. C. Deductible and Self-Insured Retention Any deductibles or self-insured retention must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention as respects the City, its agents, officers, attorneys, employees, officials and volunteers; or the Owner shall procure a bond guaranteeing payment of losses related to investigations, claim administration, and defense expenses. D. Other Insurance Provisions The policies are to. contain, or be endorsed to contain, the following provisions: 1. General Liability and Automobile Liability Coverage: a. The City, its agents, officers, attorneys, employees, officials and volunteers are to be covered as insureds as respects: liability arising out of activities related to this Agreement performed by or on behalf of the Owner, products and completed operations of the Owner, premises owned, occupied or used by the Owner, or automobiles owned, leased, hired or borrowed by the Owner. b. The Owner's insurance coverage .shall be primary insurance as respects the City, its agents, officers, attorneys, employees, officials and volunteers. Any insurance or self-insurance maintained by the City, its agents, officers, attorneys, employees, officials and volunteers shall be excess of the Owner's insurance and shall not contribute with it. C. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its agents, officers, attorneys, employees, officials, and volunteers. d. The Owner's insurance shall apply separately to each insured against whom claim is made or suit is brought except with respect to the limits of the insurer's liability. e. Coverage shall not extend to any indemnity coverage for the active negligence of the City in any case where an agreement to indemnify the City would be invalid under Subdivision (b) of Section 2782 of the California Civil Code. 5 2. Workers' Compensation and Employer's Liability Coverage: The insurer shall agree to waive all rights of subrogation against the City, its agents, officers, attorneys, employees, officials, and volunteers for losses arising from work performed by the Owner for the City. 3. Course of Construction Coverage: Course of Construction policies shall contain the following provisions: (a) the City.shall be named as loss payee; and (b) the insurer shall waive all rights of subrogation against the City. 4. All Coverages: Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. E. Acceptability of Insurers Without limiting Owner's indemnification provided hereunder, Owner shall take out and maintain at all times during the life of this contract, up to the date of acceptance of the work by the City, the policies of insurance listed in Paragraphs 12 through 16 of this Agreement. Insurance is to be issued by an issuer with a current A.M. Best Rating of A:VII and be authorized to transact business in the State of California, unless otherwise approved by the City. F. Verification of Coverage Owner shall furnish the City with certificates of insurance evidencing coverage required by this clause. The certificates for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates are to be on forms provided by the City. Where by statue, the City Workers' Compensation related forms cannot be used, equivalent forms approved by the Insurance Commissioner are to be substituted. All certificates are to be received and approved by the City before work commences. G. Subcontractors Owner shall include all subcontractors as insured under its policies or shall furnish separate certificates by each subcontractor. All coverage shall be subject to all of the requirements stated herein. MUTUAL BENEFIT COVENANTS BINDING ON HEIRS ASSIGNEES SUCCESSORS AND GRANTEES OF OWNER (18) It is acknowledged -that the provisions of this Agreement constitute covenants for the improvement of the subject real property for the mutual benefit of Owner's property, commonly known as 2145 Winchester Boulevard, and the City's property, commonly described as Winchester Boulevard and W. Rincon Avenue where it adjoins Owner's property. These covenants shall be considered to affect rights in the above-described real 6 properties, and shall be binding on the heirs, assignees, successors, grantees and agents of the Owner to said real property. UNVESTED INTERESTS (19) Nothing contained herein shall be construed to transfer any unvested interests in real or personal property for purposes of the rule against perpetuities. BREACH OF CONTRACT (20) The City, upon breach any of the terms, conditions, or covenants of this Agreement by the Owners, shall be entitled to recover from the Owner, in addition to any other relief available in law or equity, all costs and compensation incurred in attempting to obtain enforcement of the Agreement, including reasonable attorneys' fees and court costs. ENTIRE AGREEMENT BINDING (21) This is the entire Agreement between the parties, and there are no representations, aCD greements, arrangements or understandings that are not fully expressed herein. This Agreement can be executed in counterparts by the parties hereto, and as so executed shall consist of one agreement, binding on all parties. PRELIMINARY PLANS (22) Owner shall provide and construct public street improvements per preliminary plans titled "STREET IMPROVEMENT PLANS — OFFSITE — 2145 Winchester Blvd," which are subject to approval by the City Engineer, prepared by Hanna Brunetti Civil Engineers. 7 IN WITNESS WHEREOF, said City has caused its name to be affixed by its City Engineer and City Clerk, who are duly authorized by Ordinance 2059 adopted September 20, 2005, and said Owner has caused his/her name to be affixed the day and year first above written. 2145 SOUTH WINCHESTER, LLC, A CALIFORNIA LIMITED LIABILITY COMPA Y Signature Printed Name and Title �. CITY OF CAMPBELL L,46de,ffL" ��- Michelle Quinney, City Engine City of Campbell (Notary Acknowledgment for above signator(ies) MUST be attached.) Attest: r� �J Ann ybee, City Clerk 8 � i l CALIFORNIA ALL CERTIFICATE OF ACKNOWLEDGMENT I fState of California County of s zn,,"Na_ On �L �,;,;>r Z.}lc.) before me, (Here insert name and title of the offic r) personally appeared IMN6�e_\fie.. ww I who proved to me on the basis of satisfactory evidence t be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that,by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph ! is true and correct. i JOANN THOMASON Commission*1930682 W ESS my hand and official seal. Notary Public-California i r' Santa Clara County fog Comm.Ex Tres Mbar 28,2016 �' (Notary Seal) Signatt�e of No Public ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment fibrin must be properly completed and attached to that document. The only exception is if a ! t `�� c��,t�� document is to be recorded outside of California.In such instances,any alternative acknowledgment verbiage as may be printed on such a document so long as the (Title or description of attached document) verbiage does not require the notary to do something that is illegal for a notary in Y 1 California (i.e. certifying the authorized capacity of the signer). Please check the Z\�1� jr�l\P`�E'C 'CFi\VCR• �t"w��( C� document carefullyfor proper notarial warding and attach thisform ifrequired. (Title or description of attached document continuedY - State and County information must be the State and County where the document Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment. - Date of notarization must be the date that the signer(s)personally appeared which ! must also be the same date the acknowledgment is completed. (Additional information) - The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). I - Print the name(s) of document signer(s) who personally appear at the time of' notarization. !k - Indicate the correct singular or plural forms b crossing off incorrect forms(i.e. l I I CAPACITY CLAIMED BY THE SIGNER g Y l El Individual S he/she/£ke}�is/are)or circling the correct forms.Failure to correctly indicate this � ) information may lead to rejection of document recording. i ❑ Corporate Officer - The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. I El Partner S - Signature of the notary public must match the signature on file with the office of � ) the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this [ ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❑ Other Indicate title or type of attached document,number of pages and date. ` Indicate the capacity claimed b the signer. if the claimed capacity is a ! P Y Y g • corporate officer,indicate the title(i.e.CEO,CFO,Secretary). j - Securely attach this document to the signed document .._�...___. ..... 2008 Version CAPA v 12.10.07 800-873-9865 www.NotaryC]asses.com CALIFORNIA ALL--PURPOSE- CERTIFICATE OF ACKNOWLEDGMENT State of California I� County of o, On before ine, -:S u —� (Here insert name and t ue of the officer) personally appeared �� who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument.and acknowledged to me, that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/thew 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 PERTURY under the laws of the State of California that the foregoing paragraph is true and correct. JOANN THOMASON • Commission# 1930682 z W ESS my hand and official seal. z"-� Notary Public-California z Santa Clara County My Comm.E free OAar 26,2015 (Notary Seal) gnature Notary Public I ADDITIONAL, OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM tfi Any acknowledgment completed in California must contain verbiage exactly as CE DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notaty section or a separate acknowledgment.form must be ! properly completed and attached to that document. The only exception is if a C�-� document is to be recorded outside of California.In such instances,any alternative h CK6,e F-uj- ;�� acknowledgment verbiage as may be printed on such a document so long as the (Title or description of attached document) verbiage does not requite the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity of the signer). Please check the \'�y�nc�' �_.N.��ry 11•CPC document carefully for proper notarial warding and attach thisfa•m ifrequired. (Title or description of attached document continued) • State and County information must be the State and County where the document Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). �{ I�I • Print the name(s) of document signer(s) who personally appear at the time of notarization. �F (I •i Indicate the correct singular or plural forms by crossing off incorrect forms 0.e..CAPACITY CLAIMED BY THE SIGNER ` lie/she/tliey�is/t:*e)or circling the correct form s.Failure to correctly indicate this ❑ Individual(s) information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges,re-seal if a t (Title) sufficient area permits,otherwise complete a different acknowledgment form. �.I s • Signature of the notary public must match the signature on file with the office of El Partner ( ) the county clerk. I I ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. El Other Indicate title or type of attached document,number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). II! • Securely attach this document to the signed document I..._......_._._......_. ..._._._.................--_. ... _.._.._...._...._...__...._.__......_._._.._...._...._.— ---- -—---.-...._.... - _.._..._. ..-- .._......._._......._..-- - .....__...._...__.._.... -- 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClasses.com ®� CERTIFICATE TE F LIABILITY INSURANCE DATE(MM/DDIYYYY) 9/6J2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate'holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ON ACT Michelle Canrique _NAME—..___ ... ----- ._—._..—...---..__....._ Hansen Insurance Agency PHONE (831)722-9666 FAAIC No):i831>722-2932 License �#0831440 A RC-ss:michelle@hanse.ninsurance..com 800 East Labe Avenue INSURER(S)AFFORDING COVERAGE NAIC S Watsonville CA 95076 INsuRERA Gemini Ins. Co. 10833 INSURED INSURERS Navigators Specialty Ins. Co. 36056 TOU BAR EQUIPMENT CO. , INC. INSURER Granite State Insurance Co. 23809 P.O. BOX 254 INSURER IDINSURER E: Redwood City CA 94064 INSURER F: COVERAGES CERTIFICATE NUMBER:2013-2014 GL, XS & 14C REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR i ADOL SUER POLICY EFF POLICY EXP - LTR .TYPE OF INSURANCE POLICY NUMBER. ( MMIDDIYYYY1 fMMIDDIYYYYI LIMITS i GENERAL LIABILITY EACH OCCURRENCE - $ 11000,000_ DANIAGE TO RENTED 100,000 I h COMMERCIAL GENERAL LLABILITY I PREMISES fFa occurrenc5i �$ r 6/1812013 6/18/2014 A CLAIM MADE �OCCUR X 7GR020722 ttEDElF(Any one peScn) 5000 PERSONAL&ADV INJURY j$ 1,000,000 I GENERAL AGGREGATE $ 2,000,000 I GEITL AGGREGATE LIMIT APPLIES PER: ! PRODUCTS-COMP/OP AGG j$ 2,000,000 POLICY j$ PR%- LOC AUTOMOBILE LIABILITY j "OMBiNED'SING'E LIMii Ea acciden') I. AN'v AUTO 0DiLY INAJRY(Perperson) j$ AHLicE I BODILY INJURY(Pera ccidont) O�+ 4FU AUT LITOS rPERTn DAJY1AGE DAUTOS NON-OVNED caY0AUTOg ;$ UMBRELLA LIAR X OCCUR I i EACH OCCURRENCE $ 2,000,000 B I X .EXCESS LIAB CL4IMS-MA.DE I AGGREGATE $ 2,000,000 j iFD .X RETENTION, 10,00.0 �SE13EXC757742IC I6/18/2013 6/18/2014 $; C I WORKERS COMPENSATION Y ! - X V�'C STATU- ER ANDEMPLOYERS'LIABILITY T R' IF. T" - I ANY PP.OPRIETORIPARTNER;EiECUTIVE 1N� i E.L,EACHACCIDENT is 11.000 000 i(MeclatoryIP,JBER H)EX,CLUGE ? E N/A iWCO01647490 10/3/2012 0/3/2013 E.L.DISEASE-EAEMPLOYEG$ 1 000 0.00 (Mandatory in NH) Ifye",descnbe under I DESCRIPTION OF OPERATIONS helot' I E.L.DISEASE-POLL^Y LIFAIT I$ i,000,000 I I I I I ( DESCRIPTION OF OPERATIONS.I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if mote.space is required) Limits at policy inception. *Except 10 days notice for non-payment of premium & *30 days NOC. City of Campbell, its officers, employees and volunteers are named as Additonal Insureds under the General Liability policy as per the attached form CG 20 33 04 13 with primary wording per the attached form CG20 010 04 013. Workers Comp. Waiver attached. CERTIFICATE HOLDER CANCELLATION dnj.fulga@verizon.net SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Campbell Attn: Dept. of Public Works 70 N. 1st Street AUTHORIZED REPRESENTATIVE Campbell, CA 95008 M Marquez/MONIQU ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS095 r;ri"alit51ii1 Tha Ar nPn nnma onri Inn^nra ramictarari rnarlec^f,&r^nRri AC��® P,; DATE(MD MD(YYYY) CERTIFICATE OF LIABILITY INSURANCE 9/6/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy()es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER o NAME:_ li A Michelle Conrique _ Hansen Insurance Agency PHONE . (831)722-9666 FA1C No):(831)722-2932 License #0831440 AODREss:michelle@hanseninsurance.com 800 East Lake Avenue INSURER(S)AFFORDING COVERAGE NAIC Watsonville CA 95076 INSURERA Praetorian Insurance Company 02643 INSURED INSURER B: Charles F. Touchatt,CO. INSURER C TOUCHATT TRUCKING INSURER O TOU BAR EQUIPMENT CO. , INC. , P.O. BOX 254 INSURER E: Redwood City CA 94064 1 INSURERF: COVERAGES CERTIFICATE NUMBER:2013-2014 AL & XS., TOUBAR REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I NSR TYPE OF INSURANCE D BR POLICY NUMBER I rM°DIDIYYYCY Y MM1DD PC ICYYYYY LIMITS LTR GENERAL LIABILITY EACH OCCURP.ENCEE DAMAGE TO R:N ECG COMMERCIAL GENERAL LIABILITY PREMISESlEaoccurrence} i$ i CLAIMSWADE ❑ OCCUR ! MEC EXP(Any one per-on) •'�+ j PERSONAL&ADV IN. RY $ GENERAL AGGREGATE I$ GEN'LAGGREGA.TE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG i$ PF,O- POLICY 1 .I LOC AUTOMOBILE LIABILITY lE Ea M NEDSINGLELIIYIIT 1 000 000 aceidert i X ,4IY AUTO BODILY INJURY(Per Gerson) $ A ALL OWNED SCHEDULED P000910312207 /28/2013 1/28/2014 BODILY INXIP.Y(Per accident)i$ ✓ AUTOS ALIT05 X LION-01AMED PROPERTY DAJNAGE $ HIRED AUTOS AUTOS Peracddent Medicsi. avrnents $ 5,000 X UMBRELLA LIAB X OCCUR - I EACH OCCURRENCE 1:$ 1,000,000 A EXCESS LIAB CLAIMS-MADE ! AGGREGATE $ 1,000,000 6E6 RETENTION. �P000990001003 1/28/2013 /28/2014 $ WORKERS COMPENSATION I TVCSTORY Ai7U- t7TH-1 ITS I I ER AND EMPLOYERS'LIABILITY YIN I ANY PROFRIETOR,PARTNERJEXEC JTI'VE E.L.EACH ACCIDENT I$ I O'FICER4,1EYi BEREXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE'q$ 'I`yes,de scribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ I I DESCRIPTION OF OPERATIONS,LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Limits at policy inception. *Except 10 days notice for non-payment of premium. City of Campbell, its officers, employees and volunteers are named as Additonal Insured's under the Automobile Liability policy as per the attached form AU-BUI-AS-0224-A (03/12) with primary and non-contributory wording. CERTIFICATE HOLDER CANCELLATION dnj.fulga@verizon.net SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Campbell ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Dept. of Public Works 70 N. lst Street AUTHORIZED REPRESENTATIVE Campbell, CA 95008 M Marquez/MONIQU � ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. IN80751?ro.ori.z;uo Tha arr1Rr1 nnma onri Inn^nra ranietarari marlrc^f Al'nPr1 Page 1 of-:' JoAnna Thomason From: Roger Storz Sent: Wednesday, March 11, 2015 10:24 AM To: 'scottpiaaLit7f@gmail.com' Cc: -'Charlotte Andreen; Paul Kermoyan; Michelle Quinney; Syed Wahidi Subject;.'F` 2145 S Winchester Attachments: 030915_1003a.Pg Good Morning Mr. Plautz, Paul/Charlotte forwarded your e-mail to us regarding the cracked sidewalk in front of your building at 2145 S Winchester Blvd. Our inspection group conducted a site visit and came to the following conclusions based on their observations and experience: 1) The crack is located on a sidewalk panel between the building and fhe streetside tree well. 2) The restricted space between the building and a street tree makes it unlikely any equipment could be staged at this location. 3) No sign of any construction damage (teeth marks from excavation bucket,track mark, etc.)was observed in and around the cracked sidewalk panel. 4) The crack originates from the two plates of the tree well. 5) See attached. Given the above, it is our opinion that the crack is caused by differential expansion of the two adjacent materials, PCC sidewalk and metal tree grate, and not by third party mechanical means, such as damage caused staging equipment. An additional crack of similar description located further south is also observed. Like the other one,this crack is located in a-sidewalk panel between the building and the streetside tree well, and originates from the two plates of the tree well. u�` 'fin i �_ �a . ��,u As�rorar one ye,ear,A�rxan�perrod'is till of,eet Ni'ay_;'- th�eIiidewalk=as well as any o'ther-9pub1.- irnprcrve^ments co stru °),fh o rr project riUl!be r !t v d i�itl1e cnurr�ri rridnth�i�by o 1r rk c r ri unit to � de.t ai,n amy d,eficie'n:ci°e )�eRcorreeted prior to'Pi naaLsrg -off and release o• your remaining dept�si sand securities =. - Sincerely, Roger K. Storz, P.E. I Senior Civil Engineer City of of Campbell I Public Works Department rogers@cityofcampbell.com 408.866.2190 ��, LsAvl 70 N. First Street,Campbell, CA 95008 3/11/2015 Page 1 of 2 JoAnna Thomason From: Roger Storz Sent: Tuesday, March 10, 2015 1:15 PM To: Michelle Quinney Cc: Syed Wahidi; JoAnna Thomason, Subject: RE: 2145 Winchester Blvd Will do. From: Michelle Quinney Sent: Tuesday, March 10, 2015 12:03 PM To: Roger Storz Subject: FW: 2145 Winchester Blvd: Landscape Maintenance Agreement Hi Roger, believe Alan signed off on the permit and we never received the maintenance bond (see below). I hear we still have the (most likely worthless) performance bond and a few deposits. I would suggest we hang on to the performance bond even though it may not be worth anything, and the deposits, and send Scott a letter indicating that we will be conducting a one year maintenance inspection on and that because we did not receive a separate maintenance bond, we are holding the performance bond and the deposits until the end of the maintenance period. We should also bring to his attention that we have been notified of deficiencies in the sidewalk (if you have determined that his location is indeed deficient because of the cracking sidewalk at the tree grates), and also can you double check the items on the attached deficiency list where he was suppose to change out lids for some of the boxes to make sure those changes were indeed made? Michelle Quinney I City Engineer michelleq@cityofcampbell.com 12 408.866.2150 1 A5408.376-0958 (fax) P� 70. N.First Street I Campbell, CA 95008 www.CityofCampbell.com . From: Alan Hom Sent: Monday, May 12, 2014 10:34 AM To: Michelle Quinney Subject: RE: 2145 Winchester Blvd: Landscape Maintenance Agreement opps, I signed off the building card last friday afternoon. hope scott/dan will bring in the maintenance bond. of course, we have their other bonds in hand. Alan Hom I Senior Public Works Inspector City of Campbell I Public Works Dept. alanh@cityofcampbell.com 408.866.2168 1 rs 408.376-0958 70.N. First Street I Campbell,CA 95008 www.CityofCampbell.com 3/10/2015 FAA Page 2 of 2 e y From: Michelle Quinney Sent: Friday, May 09, 2014 4:50 PM To: 'Scott Plautz' Cc: 'Dan Fulga';.Alan Hom Subject: RE: 2145 Winchester Blvd: Landscape Maintenance Agreement Hi Scott... We do not need a copy of the landscape maintenance agreement you sent I'm checking to see if this is something Planning requested. To confirm, yes, Public Works is ready to sign off on the public improvements and we are ready to release the Faithful Performance Security as soon as you provide the Security for the Maintenance Period (in the amount of 25% of the Faithful Performance Security). I've attached a copy of the bond form, although I believe you prefer to post securities instead? Let me know if you have any questions. Michelle Quinney I City Engineer michelleq@cityofcampbell.com 408.866.2150 1 u 408.376-0958 (fax) M- 70.N. First Street I Campbell, CA 95008 www.CityofCampbell.com From: Scott Plautz [mailto:scottplautz@gmail.com] Sent: Friday, May 09, 2014 12:58 PM To: Dan Fulga; Alan Hom Cc: Michelle Quinney; Adam Matlock Subject: 2145 Winchester Blvd: Landscape Maintenance Agreement Hi All, Attached is our Landscape Maintenance Agreement. I believe this completes our DPW action items from our list...Alan and Michelle, can you confirm? Thanks again everyone for your efforts in resolving these open issues. Scott Plautz 408-655-2326 *** eSafe 8 scanned this email for malicious content *** *** IMPORTANT: Do not open attachments from unrecognized senders *** 3/10/2015 ' J14 FRI 16: 25 FAX `r 1 i i may, i A CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OOJYYYYI U9l0512014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 1 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED !` REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. J IMPORTANT: If the certificate holder is an A130MONAL INSURED,tho pollcy(las)must be endorsed. If SUBROGATION IS WANED,subject to ,i the terms and conditions of tho policy,certain policies may require an endorsement. A statament on this certificate doos not confer rights to the certificate holder In Ileu of such endorsement s. II PRODUCER _ CONTACT jl MARSH USA,INC. NAME: a. ATTN;RAFFI F$-FAX 748-94 5550 PHONE AX F II la NoJ: ONE TOWNE SQUARE,SUITE 11U0 EMAIL - d SOUTHFIELD,MI 4W76 ADDRESS: I INSURERS AFFORDING COVERAGE NAIC o - I 00442.00442-RAF--14115 INSURER A:Ailch AmedCBn Insim me Company 16535 i INSURED INSURERS•:hVA N/A -- DURAN 8 VENABLES.INC. 74R S.HILLVJEW DRIVE IN5VRER c:NIA _ NIA_ MILPITAS,CA 059J5 i DISURER D: - INSURER E' f INSURERF: - ••- - I COVERAGES CERTIFICATE NUMBER: CHI-0049107413-03 REVISION NUMBER:5 THIS IS TO CERTIFY THAT I HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOn INOICATEU. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT-TO WHICH THIS !I CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, Tr1E INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS vUHJF(;T 70 ALL THE TERMS, EXCLUSIONS_A_ND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, fi W9RR TYPE 6F INSURANCE POLICY NUMBER �MjD�h� M LI4Y ERP LIMITS A GENERAL LIABILITY GLO5470920 07, 04MV2014 0410112D15 CACH OOCURRENCE g 1,000,000 i X COMMERCIAL GENERAL LIABILI I Y PREMISES(Es 000 nVY)O) $ 500,000 iM AIMS-MADE I,x-J OCCUR MED EXP Any one person) S 10,000 PERSONAL A Al IV INJI INY $ 1,000,000 ._. GLNCRALAGGREGATE $ 2,0M.000 GCN'LAGGREGATELIMITMI'l.lESPER: PRODUCI'8-4,'OMPOPAC,G g 7,40D,nnn i f'ULIUY FX PRO_ LOC - _ $ A AUTOMOBILE LIABILITY BAP5470921-02 04101/2014 D4101p015 COMO LI INEDSINGLEMIT 1,000,0nIJ X ANY AVit) BODILY INJURY IPerpnrf $ AUTOS AUTOSULCD BODILY INJURY(peracdd6nt) S X N I fIREOAUT05 x 7-OWNFO NH P NA�MAC,,E •" (FarACga t UMBRELLA LIAO OCCUR EACI I OCCURRCNCC 9 EKCESS UAS CLAIMS-MADE AGGREGATE. g — ?i DF.6 I I RETENTION g WORKERS COMPENSATION WCFM70919-02 04101121 ! 5 X G`S VVIAIU- OTH- I6 i A AND EMPLOYERS'LIABILnY YIN wTS ER 1,000,000 I I ANY FKOPk1ET0R/PARTNCIVDGCCU7IVE E L.EACI I ACCIDENT & OFFICCRIMEMBEREXC1-011 ? N NrA _.._ 1 (Manaitary In NHI i.000,OW •! If yyR5 dasmha under E.L.DISEASE_FJ1 EMPLOYE $ DF.St,RIPTION OF OPERATIONS below F I.DISF.A SE-POLICY LIMIT S 1,000,0UD, I i oLrSCRIPTION OF OPERATIONS I LOCATIONS;VEHICLES 4Allaoh ACORD 101,Additional Ramarlrs Sahadule,IF more space Its required) IC:PFRMIT NO.9013 OOD67 t✓c,Z�ll (�j(p THE CITY OF CAMPBELL,ITS OFFICERS,EMPLOYhE$ANL1 VOl.UNTFC-R$ARr INCI.tJDED AS ADDITIONAL INSURED'S FOR CENERAL LIABILI1 Y AND AU I O LIAUILI fY ONI Y RUT WHERE REQUIRED r BY WRITTEN CON I HACI OR WHI I CN AGRFfMrNT f ER THE POLICY TERMSAND CONDITIONS. INSURANCE IS PRIMARY AND NON-CONI MAUTORY ON(,ENF.RAL LIABILITY WHERE REQUIRED BY WHI I f EN CON I RACI, WAIVER OF$11BROCATiON APPLIES TO WORKERS'COMPENSATION IN FAVOR OF f1II:W-iIII 1CATR HOI OFF.NMERE REQUIRED BY WRITTEN CONTRACT.' CERTIFICATE HOLDER CANCELLATION t ! CITY OF CAMPBFt I SHOULD ANY OF THE A13OVE DE3CRIdYD POLICIES BE CANCELLED BEFORE �. 70N.FIRST AT. THE EXPIRATION DATC THEREOF, NOTICE WILL BE DELIVERED IN i' CAMPBFLI.,CA 95008 ACCORDANCE WITH THE POLICY PROVISIONS. I I I AUTHORIZED REPRESENTATIVE of Marah USA Ine. John C I lufiey 01988-201.0 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I �� s `S t��J`----. �� C..,- � � �� `� i Submittal #6.0 ..,yIN.6:tfl4.. St.Francis Electric Project: 13-1111-Winchester TS P.O.Box 2057 Winchester San Leandro,California 94577 Campbell,California Phone:(510)566-4894 PB Post APPROVERS: Dan Fulga, Axiscon LLC CREATED BY: Ariel Eastburn(St.Francis Electric) DATE CREATED: 01/10/2014 STATUS: _ Open ISSUE DATE: 01/10/2014 0.�REVISION: 0 RECEIVED FROM: Kelly Momaney(JAM Services,Inc.) RECEIVED DATE: _ FINAL DUE DATE: 01/24/2014 SUBMIT BY: TYPE: - LOCATION:�y�_��__�..,..� �,....� COST CODE: .�� _.�..._.._.._,_.. SPEC SECTION:�� SUBMITTAL PACKAGE: BALLIN COURT: __.._.�. -..�_.__.__.m...e._.� _.�..._._.�_._........_ .. _.,:... ___._... ._.._.�....._._..._.__...... ._.._......�_ Dan Fulga(Axiscon LLC) COPIES TO: DESCRIPTION: �- ®� � �'�"•� �"_ __..._.___.._..._.___......__ _._�...______. .._._.___._..�.. Please see attached submittal for the PB Post. ATTACHMENTS_..,.,.._.�_._....._...�.._.........�...__... #06-PB Post.pdf SUBMITTAL WORKFLOW NAME SENT DATE RETURNED DATE RESPONSE ATTACHMENTS COMMENTS Dan Fulga Pending : XTETT1011 TRXErr.m F-,.*�7�.:_7 Checking it only for ,^Lvn.ii, eraf:. :c :... cvi"•. ?`'o i;=;E� rnrr.F�; > O': 4.`•_ q..,._CO]_..:a•�.. _. ... :CG'....._.... �:Lcd S..:CT, .:i'`..:.1. -.a�..._.. r,.0 7..-� ntl ci .._.........._.. CO:....��.::.::'A 4i {.'.d ir:'_.. �)il: +_... C{ a:t 0:770: i KEPT. QF PtS 710:.:_:i BY DATE COPIES TO St.Francis Electric Page 1 of 1 Printed On:01/10/2014 12:43 PM MANUFACTURER: VALMONT CITY OF CAMPBELL-WINCHESTER @ RINCON PLAN YEAR: 2010 QTY [1] PROVIDE.- REMOVABLE RAIN TIGHT CAP STREET SIGNS BY OTHERS 2�/z NPS STANDARD PIPE FOR STREET SIGk_AND'PPB ROYID REMOVABLE RAIN.TGHT CAP` x PIPE' SIB , BASE` SECTION 2V2 NPS STANDARD o Galv STEEL PIPE v FINISHED 5" BOLT CIRCLE GRADE 2'-0" Min 'X I -0 CUT HOLE..TO ANCHOR BOLTS FIT PIPE` —BASE PLATE 'r DETAILS'SAME AS'PPB POST D - e Yq" 0 HOLES FINISHED.GRADE i -o ES-7N I q _6 Sd v Dot: � ELEVATION BASE PLATE s/es�'ANCHO x'2. O R BOLTS EPB POST COMBINED STREET .SIGN --` PEQl STRIAN PUSH 'BUTTON' POST PEDESTRIAN. PUSH BUTTON POST — ..DETAIL B., _ - DETAIL C _. ST.FRANCIS ELECTRIC PO#138376-13-1111 JAM SO# 36852 Page 1 off CITY OF CAMPBELL-WINCHESTER @ RINCON � I/O11m a i n QTY [11 The Power of Ingenuity 5X7 GREEN PEDESTRIAN P05H BUTTON FRAME POST TOP ASSEMBLY -41 NW y� t r i 1 p` f h +!y Y Description: Pedestrian push button frame houses pedestrian push button cap and switch and pedestrian push button sign. Fits 2.5" diameter pedestrian push button posts. Integrated cap covers top of post. Housing accommodates most standard 5" x 7" pedestrian push button signs as well as most brands of pedestrian push buttons. Manufactured of cast aluminum, powder coated green. Includes Phillips head mounting screws. Part Number: M30792 2575 Pioneer Avenue,Vista,CA 92083 Phone 760-727-8100 Fax 760-727-8264 www.mcr,aintraffic.com ST.FRANCIS ELECTRIC PO#138376-13-1111 JAM SO#36852 L Page 2 of 4 _.^._ _ ... JIM V QTY [I] LEFT APaO W 5x7 RT/LT Pedestrian Pushbutton Plate rftu .. s S H SH BUTTONBUTTON FOR FOR 13 1!3� Our new double sided push button sign has the advantages over most of the existing signs on the market today. First it has the message and arrow on both sides. This way you can inventory less and not worry about right or left arrows. It is made out of aluminum instead of steel. It will not rust as most on the market today do. It is completely encapsulated in the latest anti-graffiti powder coating that protects the sign from corrosion or graffiti. If the sign is covered with any graffiti, Goof Off or any similar citrus based cleaner will remove it. Join the crowd using Performance Driven products from McCain M67427 PPB SIGN 5X7 RT/LT MAN IN BX BLACK ON WHITE 88 SPEC, 2-SIDED PIERFOHMANCE 2365 Oak Ridge Way•Vista,CA 92081,USA• Phone 760-727-8100•Fax 760-727-8264•www.mccain-inc.com ST.FRANCIS ELECTRIC PO#138376-13-1111 JAM,SO#36852 Page 3 of 4 CITY OF CAMPBELL-WINCHESTER @ RINCON tinQTY [11 Pedestrian Pushbutton • Meets or exceeds all ADA accessibility guidelines ' 2"activator button • Activating force of less than 2.5 Ibs e Telescoping, tamper-proof design m Stainless steel plunger and components Dustproof,water resistant switch tested to 10 million cycles I Power coated finish on switch housing The pedestrian pushbutton has a telescoping,vandal- ABOUT THE AMERICANS WITH DISABILITIESACT proof design. The color shall be black,green,yellow, or another color as specified. on June 20, 1994,the Arch itectu ral and Transportation Barriers Compliance Board published an Interim Final Ruling on the Americans with Disabilities Act Accessi- The actuator surface has a diameter of 2"or greater. bility Guidelines. These guidelines were designed to It is made of polished stainless steel or anodized alu- "establish accessibility standards for new construction minum and assembled with all stainless steel com- and alterations." Section 14.2.5(1)Crossing Controls ponents so as not to be corrosive. The actuator is not only adapts requirements for control button size, operating force, mounting height and location;but also conical in shape with the cone extending .404„above describes the process by which the Board determined the bezell of the switch housing in the neutral position. the best design for the pedestrian crossing controls. The interim Final ruling requires that: The microswitch component is dustproof, water re- Sistanttype. It is a single pole, precision,snap acting 1) Acontrol button be raised or flush and a minimum of 2 inches at its smallest dimension and 2) limits the type. It is U.L. listed and CSA certified. force required to operate the controls to 5 Ibf or(22.2 N). The complete switching unit has an operating force of less than 2.5 lbs. and a minimum release force of 3 The ruling also states that the"controls be located as Ibs. Pretravel shall be.062 inch minimum. Overtravel close as practicable to the public sidewalk curb...at a maximum height of 42"above the finished surface of the shall be .062 inch minimum. public sidewalk." --— From The Federal Register Vol. 59 No. 117 � as printed on Monday,June 20, 1994 'i j 2366 Oak Ridge Wa •Vista CA 92081 USA• Phone 760-727-8100•Fax 7 0-727-8264•www.m i r i /g y 6 cca nt aff c.com McCain Traffic Supply reserves the right to change product specifications without notice. McCain 01104 ST.FRANCIS ELECTRIC PO#138376-13-1111 JAM SO#36852 Page 4 of 4 Submittal #1 .0 .@gCUB fe��;z St.Francis Electric Project: 13-1111-13-1111:Winchester TS P.O.Box 2057 Winchester San Leandro,California 94577 Campbell,California Phone:(510)566-4894 GRC Conduit APPROVERS: CREATED BY: Ariel Eastburn(St.Francis Electric) DATE CREATED: 12/11/2013 STATUS: Open �� _..�.....�...w.�. ISSUE DATE: 12/11/2013 REVISION: 0 RECEIVED FROM: RECEIVED DATE: FINAL DUE DATE: 01/02/2014 SUBMIT BY: TYPE LOCATION: COST CODE: 1-480-Conduit/Backfill SPEC SECTION: BALL IN COURT: Ariel Eastbum(St.Francis Electric) COPIES TO: DESCRIPTION: ATTACHMENTS: #1 -GRC Conduit.pdf SUBMITTAL WORKFLOW K. I.C:�T10kT�TAKEN ;:t'iKr COR£EC7, (;"5 NOTED ❑ RE7EC: D ❑ Ii;:::. Ai.;i) R iI J `IT Ch.:cicing is or's for general cor fn:•-narce wi'h iLo design cor_cept . of Silo pl•o;.4^_t and C r=rc1 con 'ca.-c a i. 4 ia`orm !:oa glren in ` tia_ contact 'oc:�r.=_._.,. '.:ny actingoera ruWect to t'le roquicc- rR::�ts f TL,.o cc•a:rcctoz is for«1I ?iS'CIIE ^.icn ::hcL he confisred .1»I C1d at ti:e i0b :...•, fCi::i4ati.:31. AIQCq3303, GAa t.^.f.Iirl4lle3 of corcta c•tion, co=iira:ion of the mo:e wi:h that of all other traclos, a11.Y• tho sail3factCSj p31fGr Ma11CG Of thO 170.-k. BY DATE Z t4— CITY OF DEPT. OF PUBLIC V70$S3 SUBMAT"iAL# BY DATE COPIES TO St.Francis Electric Page 1 of 1 Printed On:12/11/2013 02:46 PM n nMallied tkti S..yc, r £ • , " r TUBE & CONDUIT" Quality, Long Lasting Steel Conduit - - I Allied Rigid Steel Conduit is precision manufactured for dependable, long- 7 x vt V.r.. .._» •_ lasting value and ultimate protection for electrical conductors. Covered by article 344 of the National Electrical1L III ;, - Code' (NEC`), rigid steel conduit is highly resistant to damage from impact. 1 ' It can be installed in all occupancies and locations, including Class I �� '',.;, � Division 1 hazardous locations. ,r r ,"f Rigid steel conduit, is recognized as i an equipment grounding conductor in Section 250,118 of the NEC and also ' provides excellent shielding from electromagnetic fields. 4 v �dr ref ° i For Faster Installations • - Use the v it - oil `": Connection Innovation from the conduit leaders at Allied. Allied's patented" Kwik-Couple rigid steel • • • • conduit reduces threaded conduit installation • - time and cost significantly. Kwik-Couple has an integrated coupling on the conduit or + • • + elbows, exactly where you need it. Just line up the ends, spin the coupling forward onto the next piece and wrench tighten. It's that easy! Trade sizes 2-112 - 4. U.S.Patent Numbers 4258936,4547004. * Special orders are non-cancelable, non-returnable and non-refundable. r py Y' Q 14v RIGID STEEL CONDUIT (GRC. . FULL ELECTRICAL SYSTEM PROTECTION Manufactured from mild steel,All im Rigid Steel Conduit Trade Designator ®®® is highly resistant to damage from impact per NEC article '• �� ' Outside� � / 344 yet ductile to facilitate bending. Hot-dip galvanized / e / inside and out to provide galvanic corrosion protection,it is also top-coated with a compatible organic layer to protect against white rust.The inside surface is evenly coated for ' �'' ' '' •' " wire-pulling ease,even through multiple 90'bends. The 3/4"taper NPT threads(ANSI 131.20.1)are full cut and ot galvanized ter cutting.Color-shar end cap thread protectors eepthe threads clean,sharpand also rovia e ®®®®®®®® instant trade size recognition.Trade sizes are color-coded •„ , , ;,® , blue, 1/2 trade sizes black,and 114 trade sizes red. . - - -- -- - - - — - -- EMI SHIELDING Allied RIGID is very effective in reducing electromagnetic field levels for encased power distribution circuits,shielding computers and other sensitive electronic equipment from the effects of electro- magnetic interference.Visit www.steelconduit.org/gemi.htmto obtain the so (Grounding and Electro-magnets ®® ®® ®® Interferencee))software analysis program, FULL CODES&STANDARDS COMPLIANCE 0® �� Allied RIGID is covered by article 344 of the National = Electrical Code.It is listed to Underwriters Laboratories Safety Standard UL 6.and is manufactured to ANSI C80.1, both of which have been adopted as Federal Specifications in;lieu of WWC 581.Allied RIGID is recognized as an equipment grounding conductor by NEC Article 250. id Installation of Rigid Metal Conduit shall be in accordance with Trade Size Approx.Wt.Per Outside the National Electrical Code and.UL General Information card Designator „ , Diameter" #DYIX.Master bundles conform to NEMAstandard RN2, SPECIFICATION DArA ,• e e •e gee , Rigid Steel Conduit shall be hot-dip galvanized and manufactured by Allied Tube&Conduit.Threads shall be hot galvanized after cutting,Rigid steel conduit shall be ;;, •. ,,, , , , , listed to UL Safety Standard 6 by a nationally-recognized testing laboratory with follow-up service.It shall be manu- factured in accordance with ANSI C80:1.Kwik-Couple Rigid steel conduit shall be listed to UL 6 and UL 514B and manufactured in accordance with ANSI C80A, Note:Federal specification WW-C-581,Class 1,Type A, has been superseded by UL Standard 6,which has been adopted`by the federal'goverrfinent. tfBE`J -- — ' eatteal�&!Sppor' Drvisivn ° www.alliedeg.com •Allied Tube&'Conduits •AFC Cable Systems••Power-Strut°&UnishP Metal&Fiberglass Framing°Copes Cable Tray imtsdgAa ,donp'ataaYuevi<a%mecla.kerredbyTycohlleikauadLtd.,orhs4utr�anatmadottris(ofwRe'—kidanaiks7. r 15 S ok( hed lry co Interrtatipial [d are1he properly of their respective owners,and are used with permission or allowed under applicable laws r'x _ ^•..' .;'•'' 0 2007-t0 Tyco International Ltd.,All rights reserved.ATGL-1749-1006 Rigi Schedule 40 Elbows Standard Radius ETLUsted LISTED to UL 651 in E35297 Available in plain and integral belled end for use with nonmetallic solvent weld fittings. compliance to the NEC Plain Belled Plain Belled Plain Belled Plain End Belled End End End End Std. End Std. End End Std. Std, Item Part No. Part No. Size Ctn.Qty. Ctn.Qty. Item Part No. Part No. Size Ctn.Qty. Ctn.Qty. 90°Elbow UA9AD UA9ADB 1/2" 50 50 221/2°Elbow UA5AD - 1/2" 1 - UA9ADR-CAR UA9ADB 1/2" 25 50 UA5AE - 3/4" 1 - _ UA9AE UA9AEB 3/4" 25 25 j UA9AFR-CTN UA9AFB-CTN 1" 25 25 &V UA5AF - 1" 1 - % UA9AG UA9AGB 1114" 20 20 0// UA5AG - 11/4" 1 - I UA9AH UA9AHB 1112" 25 25 ��RUASAH - 11/z" 1 - ° R UA9AJ UA9AJB 2" t [0 UASAJ UA5A16 2" 25 1 UA9AJ-CAR UA9AJ13 2" 5 20 UA5AK - 21/2" 20 - UA9AK-CAR UA9AKB-CAR 2112" 10 10 WAL UA9ALB-CAR 3" UA5AL UA5ALB 3" 5 1 UA9AM UA9AMB 3112" 1 20 UA5AM - 31/2" 1 - WAN UA9ANB 4" 1 1 UA5AN UA5ANB 4" 1 1 UA9AP UA9APB 5" 1 1 UA5AP UA5APB 5" 1 1 WAR UA9ARB 6" 1 1 UASAR UASARB 6" 1 1 45°Elbow WAD UA7ADB 1/2" 50 50 11114°Elbow UA3AD - 1/2" 1 UA7AE UA7AEB 3/4" 25 25 UA7AER-CAR UA7AEB ' 3/4" 15 25 UA3AE 314" 1 UA7AF UA7AF13 1" 20 20 UA3AF - 1" 1 - r4R UA7AF CAR UA7AFB 1" 15 20 UA3AG - 1Va" 1 - 5' UA7AG UA7AG6 11/4" 20 20 I 1125° R UA3AH - 11/2" 1 - UA7AH UA7AHB 1112" 20 20 UA3A1 - 2" 1 - UA7AJ UA7AJB 2" - UA7AJ-CAR UA7AJB-CAR 2" 4 4 UA3AK - 2112" 1 UA7AK UA7AKB 21h" 20 20 UA3AL - 3" 1 - UA7AK-CAR UA7AKB-CAR 21/2" 5 5 UA3AM - 31/2" 1 - UA7AL-CAR UA7ALB 3" WAN UA3ANB 4" 1 1 UA7AL-CAR UA7ALB-CAR 3" 5 10 UA3AP - 5" 1 - UA7AM UA7AMB 31/2" 1 20 WAN UA7ANB 4" 1 20 UA3AR - 6" 1 - UA7AP UA7APB 5" 1 1 WAR WARB 6" 1 1 30°Elbow UA6AD UA6ADB 112" 50 50 UA6AE UA6AEB 3/4" 25 25 UA6AF UA6AFB 1" 25 , Standard Radius Elbow j UA6AG UA6AG6 11/4" 20 20 / R UAW UA6AHB 1112" 25 1 Dimensions I UA6AJ UA6AJB 2" 20 20 I so° UA6AK UA6AKB 21/2" 10 20 � UA6AL UA6ALB 3" 1 1 A rUA6AM UA6AMB 31/2" 1 1 r= Elbow N UA6ANB 4" 1 1 45° P UA6AP6 5" 1 1 Elbow R UA6ARB 6" 1 1 p „ h-B I----B Integral A B C A B C Belled End Trade At Entrance At Bottom Socket Depth Size Min. Min. Size Max. Min. Max. Min. Max. Min. Radius 1/2" .860 0.844 0,844 0.828 1.500 0.652 1/2' .840 4" 11/z" Dimensions 3/4" 1.050 41/2° 1112" 3/4' 1.074 1.054 1.056 1.036 1.500 0.719 ill 1.340 1.320 1.320 1.300 1.875 0.875 1" 1.315 531a" 1/e" 11/4" 1.689 1.665 1.667 1.643 2.000 0.938 11/4" 1.660 7114" 2" 11/2" 1.930 1.906 1.906 1.882 2.000 1.062 11/2" 1.900 81/4" 2" C 2" 2.405 2.381 2.381 2.357 2.000 1.125 2" 2.375 91/2" 2" 21/2" 2.905 2.875 2.883 2.853 3.000 1.469 21/2" 2.875 101h 3" �B > 3" 3.530 3.500 3.507 3.477 3.125 1.594 3" 3.500 13" 3118" 31/2" 4.065 3.965 4.007 3.977 3.250 1.687 3112" 4.000 15" 3114" 4" 4.565 4.465 4.506 4.476 3.375 1.750 4" 4.500 16" 3 318" 5" 5.643 5.543 1 5.583 5.523 3.625 1.937 5" 5.563 24" 35l8" 6" 6.708 6.608 1 6.644 6.584 3.750 2.125 6" 6.625 30" 331a" 170 www.carIon .com ✓� ll�3�� x Submittal ##2.0 +naa,a St.Francis Electric Project:13-1111 -13-1111:Winchester TS P.O.Box 2057 Winchester San Leandro,California 94577 Campbell,California Phone:(510)566-4894 Pull Boxes APPROVERS: CREATED BY: Ariel Eastburn(St.Francis Electric) DATE CREATED: 12/11/2013 STATUS: Open ISSUE DATE: 12/11/2013 REVISION: _ 0 RECEIVED FROM: RECEIVED DATE: FINAL DUE DATE: 01/02/2014 SUBMIT BY: TYPE: LOCATION: COST CODE:� � SPEC SECTION: BALL IN COURT: Ariel Eastbum(St.Francis Electric) COPIES TO: DESCRIPTION: ATTACHMENTS_.. ......w..-....,-......_...__��.�...-..�.........._...,.�.____,.��...................�._n......._ _. ._.__.� _.,.. _._...... #2-Pull Boxes.pdf SUBMITTAL WORKFLOW �❑ AO EXCEPTION TAKEN 'MAXE COP.RECTIONS NOTED E 12vt"u ❑ REJECTED ❑ REVISE AND RESUBMIT 11 f J Checking is only for general confor:nanca with tbe deairn concept Of the protect and general compliance with t'_e ia`^?^atf-n ghen in l: �r � the contract docev^.eats, Any action rheirn Is s>?b:ect to the require- meats of tho DaavnnRs and .Soecil ai3cns. G Ili /V The contractor is respon-ible for dun^ns'ons which rha'I be confirmed i and corrected at the lob s'to, fabrication, processes, an3 t.chniqu.es 4 of canstzu=tion, cocrlination of the work with Y=_at of all other : trades, and t}a sci slactory parFcrmance of the work. �- gt. DATE- fj•z D�P {• CITY OF CA1.1711 ELL PE 01 T# DEPT. OF PUBLIC VIOFaS SUBMITTAL,# - BY DATE COPIES TO St.Francis Electric Page 1 of 1 Printed On:12/11/2013 02:14 PM Contents Back to Table .. o\009.\e con°yet e bed P Dyed tr' r arils esist°n° ° ® Etcae onch tahttitto 3 Stand Gfucktn9 R $ 'C \ s U\tra—\41O\ek Stress Spec%`cotton LJD CQNGRE�� Exceeds anrnent#5 State jor Envca\trans p Meets 5XN,VQRGN,o•830D 133/A' R &�lb5, Z' F`30' \\\\\\\\\\\ \\\ BQ)� \\\\\\\ \\\\ \\ \\\\\\\\ \ \\\ \!i/\!�l\J\/\J\J\!\i!\J�J\t\ `Cxl; \\\\\\\\\\\\\\\\ \\\\\\\"\\\\\\\\ �O `bs A36 \\\\\\\\\\\\\\ \\\\\\\\\\\ \ 12Yz 22 a . N3BN Seth n9 13Y4 NOn, 24Y4 1Yz and s de tlnodckwe 9ht X w-OOLe a`mens�ons state d of%ckkon bO r0xtm Meets 5 cOnc"ke p to qCk RtUin9 PPp 24Ya�� density runt rrce and fn�dtto `13Y� X t Q n A h�9hers mo\nto SC,pppht9 D30 rOec ions B 16 per p°\e bo\ts seP°rate\y� ShOa\d \tetr` We\ 138 Spec' e n\°red co nor't cone a\t dawn `of der b°egg eporate\y) at `I der\n9 R \td, b N9 or e\ Or de BOX 44 F\bre\yte c°ncrete, n `order ba\ts seP code 20 ?etlf\ r6ea•td, b°\t dow (order Ng9 \JD 44 F'�bre\yte FFk338�N 00338�D003 o 1�X6611 12D J 1\�i0G G ESXhTEe� e y p\ate Go\t„d oX w n2 a„� e c p°N�et 8300 20 Stee\ checkkey p\Ote, ete 16 p ec cedcaner 3B tee\ ch �16 OD sRen{Oroncrete orers OVR 3 oed 126 Re {oro\\ Stee\ OER on sN 52 ° o\\ab\e �E G�XR�2 On2\n9 A3'AX G° Wn BQX �B°•Q X U taw'E:N3o \So orY• 2 09 23 F"".��an7r.:300u e�St.cArn 14 l , ou� vko OJE ASr\AT� 0p 68p4 Rp05kOO) , MNR4a� NWW Otdcastte P Pyonp, PYn4 2 �ideastle Pyee�t Ine Copyright©2p09 by Back to Table of Contents © Etched polypropylene face L tL�G ® Face anchored In concrete ® i Z Ultra—violet inhibitor L. U. Exceeds ASTM—D1693 Standards `t Cf�ttlmP�L"l s1L7i r for Environmental Stress Cracking Resistance ® Meets Caltrans #6 State Specifications REINFORCED CONCRETE LID NO. B36D 76 LBS. 17Yz" 30Y2„ o 2" ELECTRICAL BOX FL36T No. N36BOX 0 22 3 /29Y6" Typical 3OY4" N36T N36-61J 15/e„ A high density reinforced concrete pull and junction box with end and side knockouts. Non—settling shoulders maintain grade and facilitate back filling. Approximate dimensions and weight shown. Approx. Ordering Shipping Code Item Weight Description N36BOX BOX 172 N36 Electrical Box (17Y8" x 30)/4")— Meets #6 State Specifications— 8 per pallet B36D LID 76 Reinforced concrete FL36D LID 35 Fibrelyte lid, non—concrete N36T LID 76 Reinforced concrete, bolt down (order N99 bolts separately) FL36T LID 35 Fibrelyte lid, bolt down (order N99 bolts separately) 836-61 D COVER 56 Steel checker plate N36-61J COVER 56 Steel checker plate, bolt down (order N99 bolts separately) 836X12 EXTENSION 1 189 12" Reinforced concrete — 8 per pallet 1336SL I SLAB 1 104 lReinforced concrete (20" x 34") Galvanizing available on all steel covers N36 BOX N36 ELECTRICAL BOX Oldcastle PC2CBSto - FILE NAME:N36-ISO 17-1/8" x 30-1/4" Enclosure Solutions MADERA/TRACVROSEVILLE/PHOENIX ISSUE DATE:January, 2009 Phone: (800) 486-7070 Fax: (800) 486-6804 — -- —-- Copyright©2009 OldcastlePrecastInc. WV✓W.OldCBStlef�reC2st.COm e 24 Copyright C 2009 by Oldcastle Precast Inc. Submittal #3.0 St.Francis Electric Project: 13-1111 -13-1111:Winchester TS P.O.Box 2057 Winchester San Leandro,California 94577 Campbell,California Phone:(510)566-4894 Wire APPROVERS: CREATED BY. Ariel Eastburn(St.Francis Electric) DATE CREATED: 12/11/2013 a STATUS: ___.. Open ISSUE DATE: 12/11/2013 REVISION: ..�..�-,�0..._...., -�� RECEIVED FROM: RECEIVED DATE: FINAL DUE DATE: 01/02/2014 �® �. SUBMIT BY: TYPE: LOCATION: COST CODE: � SPEC SECTION: BALL IN COURT: Ariel Eastburn(St.Francis Electric) COPIES TO: DESCRIPTION: ATTACHMENTS: #3-Wire.odf SUBMITTAL WORKFLOW NO EX_C TION TEEN ❑ PHLSE COP.FECTICINS NOTED ❑ REJECTED ❑ RFVTSE PAID FESUB-MIT Checlri:.g is 0n17 !Or general co rsor:aarco ^riti� i?e dcsiga coke^I of the proiect and general comp'.: care crith !'lo in! r.^att^n gi=-^r. 'r the contract dc.^araonts. Any aciio-i 9ibc--xrn ?z .,.. ;e-i to ti:o requ'.'e- rce^ts of iho D.acr_a and S ec:;_cct:cZs. The contractor Is recpons",D1e icr d3rr.f:n3ioa3 va'-'ch ewi'l be r n-Rnr-ed 4 cud con•eetei at tra icy site, fC.3:fcatfon, proce:aes. r..' E of eor:siruction, coo.dinat:on of the ti,orK with t':ct of all other traee , and the satisfactory porformancs of the wcrlr. I Z „ CITY OF CFiY:173ELL 12 oU Esc DEPT. OF PUBLIC VIOl;i{5....� tSUBMITTPL# ... BY DATE COPIES TO St.Francis Electric Page 1 of 1 Printed On:12/11/2013 02:20 PM I-171 PVC 1 1L H T 1 Solid or Stranded PVC Insulation/Jacket 75°C, 600 Volts APPLICATIONS: General purpose wiring for lighting and power in residential, commercial and industrial buildings, in accordance.with NEC maximum conductor temperature of 75°C in wet or dry locations, for circuits not exceeding 600 volts. SPECIFICATIONS: 1. CONDUCTOR: Solid.or Class B stranded; annealed copper per UL 93. 2. INSULATION: Polyvinyl chloride (PVC) meeting the requirements of UL 83. 3. STANDARDS: Meets the requirements of UL 83 for Type THW wire. 4. AMPAOITY: Based on not more than three conductors in raceway or cable.or earth with an ambient temperature of 30°C and a conductor temperature of 75°C per NEC Table 310-16. 5. TEMPERATURE: 75°C 6. VOLTAGE: 600 Volts Conductor N Insulation Nominal Size umber Thickness O.D. Approximate Amps Anixter of Weight Lbs. Per Number* AWG/kcmil Strands IN IN 1000 Ft. Conductor 6C-1401 14 SOL .045 .16 22 20t 6C-1201 12 SOL .045 A8 30 25t 6C-1001 10 SOL .045 .20 44 30t 6D-1401 14 7 .045 .17 23 20t 60-1201 12 7 .045 A9 32 25t 6D-1001 10 7 .045 .21 46 30t 613-08011 8 7 .060 27 73 50 6 D-0601 6 7 .060 .31 105 65 6 D-0401 4 7 .060 .36 160 85 6 D-0301 3 7 .060 .39 195 100 6D-0201 2 7 .060 .42 245 115 6D-0101 1 19 .080 .49 315 130 6 D-1011 1/0 19 .080 .53 390 150 610-2021 2/0 19 .080 .58 480 175 6D-3031 3/0 19 .080 .63 595 200 6D-4041 410 19 .080 .69 753 230 6D-2501 250 37 .095 .77 880 255 6D-3001 300 37 .095 .82 1040 285 6D-3501 350 37 .095 .87 1205 310 6D-4001 400 37 .095 .92 1365 335 6D-5001 500 37 .095 1.01 1,685 380 6D-6001 600 61 .110 1.12 2030 420 6D-7501 750 61 .110 1.22 2510 475 6D-10001 1000 61 .110 1.38 3305 545 Use Color Code Suffix when ordering, (e.g. 6D-1001-02). t Unless otherwise specifically permitted in the NEC,the overcurrent protection shall not exceed 15A for 14 AWG, 26A for 12 AWG and 30A for 10 AWG copper. NOTE: Diameters and weights may vary between manufacturers. ©Anlxter Inc.1909 5-9 1=800-A H 6}i`(t'IER e Submittal #4.0 St.Francis Electric Project:13-1111-13-1111:Winchester TS P.O.Box 2057 Winchester San Leandro,California 94577 Campbell,California Phone:(510)566-4894 Concrete for Bases APPROVERS: CREATED BY: Ariel Eastburn(St.Francis Electric) DATE CREATED: 12/11/2013 ~ STATUS: �.___.... Open ISSUE DATE: 12/11/2013 REVISION: 0 RECEIVED FROM: RECEIVED DATE: FINAL DUE DATE: 01/02/2014 SUBMIT BY: TYPE: �~ LOCATION: COST CODE: � SPEC SECTION: BALL IN COURT: Ariel Eastburn(St.Francis Electric) COPIESTO: .._..�._.........._.m _....�._ ._ _,...___..., ._.._..�._m..�... ._...d_.�.. .__...�. .. DESCRIPTION: ATTACHMENTS: #4-Concrete for Bases.pdf SUBMITTAL WORKFLOW 2d0 E;ICEPTION ❑ YIAZF COB4ECTOKS NOTED ) ❑ REJECTED ❑ p2�7: E F_ldD r'T`r.SliEAGIT Checking is only for general cc n'or.^wir..e wi(h the design concept of the propcct and goneral comp—an7o *.;.:.i t!..a ation given in the conir ml draumen:a. Aay aci::':: sho-r,•n is sub;ect to the require- ments of t�. D;av_zs an:. The contractor fs responsible fcr climensicns :with shall be confirmed and corrected at tlra lob site. labrication, processes, and t.ochniques ( of ccnotruction, coordination of the work with that of all other l trades, and �atiLzfactory performance of the Nvork. f BY Di,TE- 7'3tt f� CITY OF CADIPBELL P80JSCT# IZ O© i(a-i DEPT. OF PUBLIC WORKS.mY SUBMITTAL# �ry r J BY DATE COPIES TO St.Francis Electric Page 1 of 1 Printed On:12/11/2013 02:24 PM ROCK.-SAND-CEMENT (408)262-0656 BUILDING MATERIALS (510)656-2619 FAX(408)942-0826 MILPITAS MATERIALS CO. TRANSIT MIX CONCRETE 1125 NORTH MILPITAS BLVD. MILPITAS,CA 95035 DATE PLANT SALESMAN MIX NO. 10/5/2012 MILPITAS MATERIALS CO. VAL FISHER 70ISJ ST.FRANCIS ELECTRIC 21051 WINCHESTER BLVD. ATTN: LISA SAN JOSE,CA FAX: 510-639-4653 MATERIAL SPEC.GRAV. ABS.VOL. SSD.WEIGHTS CLASS: 1 X#4 VULCAN 2.68 10.60 1773 USE: TOP SAND 2.64 5.24 863 28 DAY STRENGTH: 4000 BLEND SAND 2.60 2.46 399 W/C RATIO: 0.47 CEMENT-SACKS: 7.00 CEMENT: TYPE II 3.15 3.35 658 CEMENT BRAND: LEHIGH ASTM C-150 SLUMP: 4" WATER: 37 GAL 4.94 308 WRDA: ADMIX: AEA: ENTRAPPED AIR ADMIX: 1.50% 0.41 MAX.SIZE AGGREGATE: 1" MAX TOTALS 27.00 4002 TYPICAL ANALYSIS PERCENT PASSING U.S. STANDARD SIEVES AVAILABLE UPON REQUEST. NOTE:THE ABOVE MIX IS BASED ON THE CONSIDERATION THAT THE COMPRESSIVE STRENGTH RESULTS WILL EQUAL OR EXCEED THE STRENGTH SHOWN ABOVE WHEN CYLINDERS ARE CURED IN ACCORDANCE WITH ASTM C•31. IF SPECIMENS ARE NOT SAMPLED, MADE, HANDLED, CURED,TESTED, IN ACCORDANCE WITH APPLICABLE ASTM STANDARD PROCEDURES, OR IF THE SLUMP OR W/C RATIO EXCEEDED, THIS MIX AS SHOWN ABOVE CANNOT BE EXPECTED TO PRODUCE THE DESIRED PROPERTIES. SPECIAL INSTRUCTIONS: *PLEASE FORWARD COPIES OF ALL COMPRESSIVE TEST RESULTS TO MILPITAS MATERIALS CO. EMAIL TO MMC@MILPITASMATERIALS.COM OR FAX TO 408-942-0826 uul,ian Materials Company Pleasanton Plant SMARA No.91-01-0010 Oct6ber`5,2612. Attention- Milpitas M,AteriaN Co. Project: 1"x#4 Co0cret I eAggregat Aggregate, Please find belowthe laboratory test results,Wecerti.fythatfthe 1"X 44 Coarse aggregate produced At our Pleasanton f operation meets the gradation(CTM 202)and quality requirements'of the State of Califpfrii a Department ment of Transportation Standard,8tandard,,Specification per Section 90 for Concrete Coarse aggregate�and is present6d'for your review: v" x Hk CONCRETE AGGREGATE. GRADATION;: FEWSIZE PERCENT PASSING Operating-k44ge ''SOc06u,90-ULimits Proposed. , Value -Gradki6nj X�- t#4 - —1"12'(37.5 mm)' 1,00 166 1"(25.mm) 1,60 88-100, 89-100 W,(19,rnni) 1 95 70-160(X=95) k-.8 M?(12.5 diifi) 63 3W71(0.5-mrn) -54' 17-47(X=32) No.4(4.15 nirn), 1 046 1 0= No:9(2.36 mfn) t.0 6-6 0-6 PHYSICAL"PROPERTIES 'TE A. '01tkANSST NDAR' D" STAkTAbDS Se-' ," �ei n ar,$A, g9rogatiQuali diremeh CTM 206.-Specific-Gravity(9SD) 2.68 Absorption 1.5% CTM,-2-27,-.-Cleanness Value 89 ASTMC19--Dry Rodded,,Unit Weight 103:,lbs/cu.ft. CTM"Z14-Sodium Sulfate Soundness .2.60ALoss iCTM:211-Los-Angeles Abrasion(500 R09) 174%e Logs' CTM.220-Durability.Index(Coarse) 72 Ifyou require any additional information,please do not hesitate to'cal Respecitphyf, Vulcan MaterialsCqMMY Philip Reid Technical Services Manager-Northern&Central California 1 w. $ Submittal ##5.0 St.Francis Electric Project: 13-1111- 13-1111:Winchester TS P.O.Box 2057 Winchester San Leandro,California 94577 Campbell,California Phone:(510)566-4894 PVC Conduit APPROVERS: CREATED BY: Ariel Eastburn(St.Francis Electric) DATE CREATED: 12/11/2013 STATUS: Open ISSUE DATE: 12/11/2013 REVISION: 0 RECEIVED FROM: RECEIVED DATE: FINAL DUE DATE: 01/02/2014 _ SUBMIT BY: TYPE: _.____..,..._....,�...�.._....�.__.___.,.�. LOCATION: �_____ _ COST CODE: SPEC SECTION: BALL IN COURT: Ariel Eastburn(St.Francis Electric) COPIESTO: �-..�..�...�_�............._..._____ .__ ..._ _ .__.._n DESCRIPTION: ATTACHMENTS: #5-PVC Conduit.odf SUBMITTAL WORKFLOW Ir NO E7ICEPTIORT TASEN ❑ MARE CORRECTIONS NOTED ❑ REJECTED ❑ E—EIISE AND RESUE.rIT Checking is onl;* for general cor-fo--nance with the desicn concept of t1he proic--t and general co p--�cc aith t':,e info. aGra gi er, ?n the contract dccumeat_. An, aciicn rho:n is -ie rec ire- ' Monts of the =Jracvi.gc any �,nscicciioar:. The contractor is responsible for dimensions waSch sha'l be confirmed cmd co- ^eted at the iob site, fabrication, procrsses. ^.•n? t^chnk--Ves p of corstn+ction, coordination of the work with t',at of aU other 4 trades, an the satisfact,ry oeri'ormance of the wort:. t BY DATE [ CIiY OF Ce':i`QrPELL PROjCT# ?AtZ— OO«o DEPT. OF PUBLIC WORKS SUBMITTAL# BY DATE COPIES TO St.Francis Electric Page 1 of 1 Printed On: 12/11/2013 02:48 PM V I�z3 I I ® ® o 0 1 Jill VL )LISTED le SCH-40-ELECTRIC d Allied Schedule-40 is sunlight resistant and manufactured in accordance and complies to: �� LASTED I Underwriters Laboratories, Inc, UL-651 Meets or exceeds the requirements of NEMA TC-2 and UL-651 for NEMA TC-2 Schedule 40 Conduit. Schedule 40 PVC Conduit Dimensions (10' lengths with belled ends) Trade Min. Nominal Bell Size No. O.D. I.D. Wall Wt/Ft Ft/Pallet (Socket) Depth/Inches 1/2 8102 .840 .622 .109 .164 6000 1.8 3/4 8103 1.050 .824 .113 .218 4400 1.8 1 8104 1.315 1.049 .133 .321 3600 2 11/4 8105 1 .660 1.380 .140 .434 3300 2.5 11/2 8106 1 .900 1.610 .145 .518 2250 2.5 2 8108 2.375 2.067 .154 .695 1400 4.5 21/2 8110 2.875 2.469 .203 1 .096 930 4.5 3 8112 3.500 3.068 .216 1.435 880 4.5 31/2 8114 4.000 3.548 .226 1.729 630 4.5 4 8116 4.500 4.026 .237 2.043 570 5 5 8120 5.563 5.047 .258 2.776 380 6 6 8124 6.625 6.065 .280 3.600 260 6 E SPECIAL INFORMATION 1. 20' lengths available on special request. 2. Minimum shipment: full pallet quantity per size. •(800)882-5543•FAX(708)339-0615 ALLIED TUBE&CONDUIT CA( TO$E RECORDED WTTHOUTFEE a;y-4 22�{ Pages 4 SEMON 6103 GOVERNMENT CODE DOCUMENT: 22358844 ATTHE R LWr OF CITY OFC l -a O O + ► f No Fees . �►i Fees— . -Taxs • . Recording Requested by: I i i i Copies. . CITY OF CAMPBELL } AMT PAID When Recorded Mail To ) RDE # 011 City Clerk - ) . REGINA ALCGMENDRAS g/21/2013 City of Campbell ) SAIVT A CLARA COUNTY RECORDER 70 North First Street � Recorded at the request of 10�39 AM Campbell,CA 95008 C i t y APN• 305-33-100 (Space Above This Line For Recorder's Use) ADDRESS: 2145 Winchester Blvd.,Campbell,CA 95009 GRANT OF PUBLIC SERVICE EASEMENT 2145 South Wmchester,LLC,a California.limited liabffity company hereby GRANTS to the City of Campbell,a zminieipai corporation,of the County of Santa Clara,State of California,au.easement for public services,over,du ugb and upon that certain real property within said City rac re particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF BY REFERENCE Said property contains 5019 square feet,more or less,and is generally shown on the attached Plat Map. • STATE OF CALWORNIA ASDATED �OI COUNTY OF SANTA CLARA ) On 1�.L1S �aQti7J before me, 21f j(rT (S TURF} A Notary Public in and for aid State,personally appeared. (PRMM NAME AND TITLE) �-� } (,J • `c u's^L Z145 South Winchester,LLC,a California who proved to ma on the basis of satisfactory evidence limited liability company to be the persons}whose name(s)isiare subscribed to the within instrument and acknowledged to me that he/sbe/they executed the same in his/her/their authorized capacity(ies), and that by his/hedtheir signatures)on the instrument the JOANN 1iHOMASON person(s},or the entity upon behalf of which the penm(s) acted,executed the instrument CttttiMrtisSIN#19306e2 Notary Pam-Cafiforals a I certify under PENALTY OF PNtjURY under the laws of Santa Clara CW* b the State of California that the foregoing paragraph is true Cbqwas Marge,2015 and correct. my bead d oiBdj l seal_ Name i, �-`(typed or printed) Piave Notary Seal Above. � 6 . EXHIBIT`A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS 2145 WINNCHESTER BLVD.,CAMPBELL,CA PUBLIC SERVICE EASEMENT NO.1 Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer,storm drain,telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over,on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 891 53' 00" East.90.08 feet to a point of curvature; thence leaving said boundary South 00" 07' 00" West 5.00 feet to a point; thence North 8911 53' 00" West 90.06 feet to a point on the westerly boundary of said Parcel; thence along said westerly boundary North 00" 06' 26"West 5.00 feet to the POINT OF BEGINNING. Containing 450 square feet,more or less. PUBLIC SERVICE EASEMENT NO.2 Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water,sanitary sewer, storm drain,telephone, gas, electricity, cable t v.,etc.,and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book' 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the- southeasterly comer of said Parcel `A', thence along the easterly boundary of said Parcel North 000 06' 26 West 160.12 feet to a point of curvature; thence leaving said boundary South 89" 53' 34" West 5.00 feet to a point; thence South 000 06' 26" East 160.10 feet to a point on the-southerly boundary of said Parcel; thence along said southerly boundary South 890 53' 00"East 5.00 feet to the POINT OF BEGINNING. Containing 801 square feet,more or less. These legal description Q �Pr .by me and are based on record data. R. 9 Arnold R.Brune C.E. 1 l CA.) ) See Exhibit`B' ae hereto and d :part hereof. '? CIVIL Basis of Bearings: The £eE1ltc` W. Rincon Avenue as shown as S.89°53'00"E. on that parcel map filed in Book 81 o 'aps, at Pages 38-39, S.C.C.R. THE FOREGOING INSTRUMENT IS A TRUE Page 1 of 2 A41) CORRECT COPY of THE ORIGINAL ON FILE IN THIS oFFICr. ATTEST:ANNE 6Yr%P,CI T Y CLERK 4L1 -LLBY OWTm � e Basis Of Bearings S89'53'00"E Centerline E. RINCON W. RINCON AVENUE RpESs/ AVENUE o (A PUBLIC STREET 60 FEET WIDE) S89'53'00"E 90.08' + 17- 186I i M N89*53'00"W 90.06 Exp. '1�457 Il o o AGE o0 0��00 do crvlti �- o pVgVC S�NO, 1 S 5 00 r 9TFeF CALtFa�`�s 01 �Oh o 0 C PQ� N N D LANDS OF 2145 S. WINCHESTER LLC. o'_ a? DOC. # 21826223 m m 0 1 PARCEL A 3 815 MAPS- 38-39 rn �,bi �$01 54 ,bp'b/ 45 D O Basis of Bearings note �� o o OU The bearings- shown on "5� n C this map are based on PQ� m the centerline of W. O p 1+7 Rincon Avenue as shown as S.89'53'00"E. on 815 n'- o D D Maps 38-39, Records n of Santa Clara County. S89'53'00"E i m MISSION WAY o s.00 P.O.B. (° (Private) N P.S.E. NO. 2 LEGEND F/ AREA OF OFFER OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENT EXHIBIT B —•— BOUNDARY OF EASEMENT ALONG PROPERTY LINE BEING A PLAT TO ACCOMPANY OFFERS ------ BOUNDARY OF EASEMENT OF DEDICATION FOR PUBLIC SERVICE P.S.E. PUBLIC SERVICE EASEMENT EASEMENTS TO THE CITY OF CAMPBELL, P.O.B. POINT OF BEGINNING COUNTY OF SANTA CLARA, CALIFORNIA Hanna & Brunetti 2145 WINCHESTER BLVD. N -Civil Engineers ■ Land Surveyors • CAMPBELL, CALIFORNIA -•Construction Managers■ Gilroy, California (408) 842-2173 PAGE 2 OF 2 1 ACCEPTED ON THIS .day of , for and on behalf of the City of Campbell,a Municipal. Corporation, of the State of California,pursuant to Resolulion No. 749, recorded In Book 4509 pe.1SO Same Clara County Records. Anne Bybee, City Cleric City of Campbell, Califomia TO$E RECORDED WITHOUT FEE DOCUMENT : 2259041, Pages: 7 SECTION 6103 MENT CODE" AT'fHE REQUESO OF CITY OF CAMP Er- i 8 Fees. . . . + No Fees JUN 1 Taxes. . . Recording Requested By: 2014 Cop i es. . City of Campbell vl l Y CLEFi 6 UFIGE AMT PAID REGINA ALCOMENDRAS RDE # 006 SANTA CLARA COUNTY RECORDER 5/08/2014 Recorded at the request of 11 :33 AM After Recording Return To: ) City City Clerk ) City of Campbell ) 70 North First Street } Campbell, CA 95008-1423 APN: 305-33-100 (Space Above for Recorder' s Use Only) Address: 2145 Winchester Blvd. Campbell, CA 95008 AGREEMENT FOR PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY In consideration for granting permission to construct improvements in the public right-of-way, 2145 South Winchester LLC., enters into this Agreement with the City of Campbell. The improvements contemplated under this permit are for the benefit of the real property commonly known as 2145 S. Winchester Boulevard. The City of Campbell grants such permission to install a metal fence along the Winchester frontage of the property under Project File No. PLN 2011-00318. All conditions of Project File No. PLN 2011-00318 remain in full force and effect. The property owner shall be solely responsible for maintaining the improvements in a good and safe condition at all times; and the property owner shall indemnify, defend, and hold harmless the City of Campbell, its officers, officials, agents, volunteers, employees and attorneys from any and all claims, actions, losses, liabilities and costs (including reasonably incurred attorney's fees) arising out of or connected with, or alleged to arise out of or be connected with the installation, design or condition of the improvements, except for any claims, actions, losses, liabilities and costs proximately caused by the sole negligence or willful misconduct of the City of Campbell, its officers, officials, agents, volunteers, employees or attorneys. This provision is intended to be the dispositive of all rights of indemnity and contribution between the parties, and property owner waives and releases any and all rights to indemnity or contribution from the City of Campbell, in law or equity, arising out of, or connected with any and all claims, actions, losses, liabilities and costs (including reasonably incurred attorney's fees) for which property owner is obligated under this paragraph to provide indemnity or defense to the City of Campbell, its officers, officials, volunteers, employees or attorneys. The City, in its sole discretion, may revoke the rights granted under Project File No. PLN 2011-00318 and remove the improvements installed under Project File No. PLN 2011-00318 at any time, without liability to the property owner, or require that the improvements be removed, and property owner shall have no right to compensation from City in any form. Page 1 of 3 In the event that Owner fails to reimburse the City for the costs of removing the improvement ("default") as required by this Agreement, the City shall have and may execute the absolute right, at the City's option and without demand or notice to Owner, to claim and impose a lien, attached as Exhibit A and incorporated herein by this reference ("Lien"), on said real property(also referred to herein as "Collateral"). City's failure to exercise this option will not constitute a waiver of the right to exercise it in the event of any subsequent default. (a) Amount of Lien: The Lien shall be for the entire amounts then owing under this Agreement. (b) Recordation: City is authorized to record the Lien in the appropriate Recorder's Office(s). (c) City shall have full authority to perform all acts and things that City may consider necessary or advisable to impose, maintain and enforce the Lien. (d) Debtors' Warranty: OWNERS WARRANT that they are the owners of the Collateral and Owners have the right to make this Lien Agreement. (e) Debtors' Covenants: Owners agree: (i) To pay City all amounts payable pursuant to this Agreement on or before the due date when due and payable, and to perform all terms of this Agreement; (ii) To defend the Collateral against claims and de ands of all persons and entities; (iii) To keep the Collateral in good condition; to perform other acts that may be necessary to preserve the Collateral and protect the Collateral against unreasonable loss and all hazards, and; (iv) To immediately notify the City in writing when Owners become aware of any event that substantially affects the value of the Collateral, or the rights and remedies of City in relation to the Collateral. (f) Prohibitions: Without the prior written consent of the City, Owners will not permit any liens or security interests (other than the City's Lien) to attach to the Collateral; permit the Collateral to be levied on under legal process; dispose of the Collateral; or pen-nit anything to be done that may impair the value of the Collateral or of the Lien, which is the subject of this Agreement. (g) Notices: Any notice, demand or request required hereunder, or by law, shall be given in writing(at the addresses set forth below)by any of the following means: (a) personal service; (b) facsimile; (c) overnight courier or delivery service; or(d)registered or certified, first class U.S. mail, return receipt requested. AND CORM:C-i COPY^CF T PE pP ON FILE IN l THIS OFFICE. ATTEST: ANNE BYBEE.CITY CLERK ITY OF /t PBELL,CA page 2 of 3 BY \ DATED 1 Property owner agrees to maintain homeowners or general liability insurance with a limit of at least $100,000 for damages arising from the installation, design or condition of the improvements. This provision shall run with the land and be binding on the property owner's successors. Executed this day of , 20 . r i- 2 45 S. Winchfister, C cott Plautz (Attach Notary Acknowledgment For All Parties) CITY OF CAMPBELL, a municipal Corporation Todd Capurso Public Works Director, City of Campbell ATTES e Bybee, City Clerk Page 3 of 3 Exhibit A Recording Requested By: ) City of Campbell ) When Recorded Mail To: ) City Clerk ) City of Campbell ) 70 N. First Street ) Campbell, CA 95008 ) Space above this line for Recorder's use only CLAIM OF LIEN I, City Engineer for the City of Campbell, a California Municipal Corporation ("City"), do hereby certify: A. On or about , 20 ("Debtors") executed an Agreement for Private Improvement in the Public Right of Way with the City of Campbell ("Agreement"). B. The Agreement was recorded in the Santa Clara County Recorder's Office on or about , 20 Document Number C. The Agreement allowed the Debtor's to provide, construct, and/or install certain private improvements in front of their property at 5-5, 0, mgff s7V '�VP Campbell, California, at their own costs and expense. Pursuant to the terms of the Agreement, the Debtors expressly agreed that if they failed to comply with the Agreement, the City was authorized to remove said improvements and recover the full cost and expense thereof from the Debtors or their successors. D. The Debtors did not remove the improvements after being notified to do so. Therefore, the City removed said improvements. E. In _ , 20_, the City inforined the Debtors about the improvements that would be removed pursuant to the Agreement. F. The City subsequently completed the work. On or about , 20_, the City sent the Debtors an invoice for said work in the amount of$ G. Pursuant to the terms of the Agreement, the Debtors expressly agreed that the City is authorized to, at the City's option and without demand or notice to the Debtors, immediately claim and impose a lien on the real property commonly known as2A5- 5, (Campbell, California, APN Number , for the entire amounts then owing under, or incurred pursuant to, the Agreement, including without limitation, the entire unpaid principal amount. Page 1 of 2 WHEREFORE, the City of Campbell, A California municipal corporation, pursuant to the Agreement, hereby claims a lien upon the work of improvement and the land upon which it is situated, namely, the real property commonly known as Campbell, California, APN Number , in the amount of $ and said amount shall constitute a lien against said property until paid in full. IN WITNESS WHEREOF the City of Campbell, California, a California Municipal Corporation, has duly authorized the undersigned to execute this instrument in its name. Dated: By: for the CITY OF CAMPBELL, a California municipal corporation (Notary Acknowledgement Required for Signatures) Page 2 of 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT I State of California > I County of __)(G T On before me, Dale H re Insert Aame and Title of the Pfficer � personally appeared S G� P1�22_ �/4 Name(s)of Signer(s) who proved to me on the basis of satisfactory ,l evidence to be the person) whose name(*) is/are subscribed to the within instrument and acknowledged to me that he/shef#hrey executed the same in his/heir authorized ca acit p y(aes-}, and that by his/her/4h& signatures on the instrument the ) person(, or the entity upon behalf of which the ANNE BYBEE person(F}acted, executed the instrument. Commission# 1971054 Z ;.'�� Notary Public-California s I certify under PENALTY OF PERJURY under the ;� z Santa Clara County My Comm.Ex iraa UK 30.2016 laws of the State of California that the foregoing paragraph is true and correct. ) WITNESS my hand an 'official seal. Signature: Place Notary Seal and/or Stamp Above Signature of otary Public OPTION) 61 Though the information below is not required by law, it may prove valuable to persons relying on the document 1 and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document fi (� Title or Type of Document: Document Date: Nu r of Pages: Signer(s) Other Than Named Above: fi Capacity(ies) Claimed by Signer(s) Signer's Name: �iign&'sName: "I ❑ Corporate Officer=Title(s): r ❑Corporate Officer—Title(s): ❑ Individual ❑ Individual l fi ❑ Partner—❑Limited ❑General Top of thumb here ❑Partner—❑Limited ❑General Top of thumb here fi (, ❑ Attorney in Fact ❑Attorney in Fact El Trustee ❑Trustee ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: fi Signer rls Representing: Signer Is Representing: / 1 1 ©2008 National Notary Association-9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotary.org Item#5907 Reorder:Call Toll-Free 1-800-876-6827 - I CALxxi OI�NIA ALL-PURP�,.E ! CERTIFICATE OF ACKNOWLEDGMENT j I State of California i County of s ! '/ x, ! i I On \c,� Q before me, (Here insert name and title of the officer) personally appeared C� Q�C-04 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. JOIN YNOMASON ESS my hand and official seal. Connission&1930682 19 19 Notary Public-California Santa Clara County N Comm.Expires Mar 28,2015 (Notary Seal) Si ature of tc ary u i ADDITIONAL OPTIONAL INFOP MATION t INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be i properly completed and attached to that document. The only exception is if a 1 �(aA document is to be recorded outside of California.In such instances, any alternative (Title or description of attached document) acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in I r ' California (i.e. certifying the authorized capacity of the signer). Please check the document carefuy for proper notarial wording and attach this form i required.(Title or description of attached document continued)) d t ll .f f Number of Pages Document Date ° State and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same.date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. I ❑ Individual(s) ke/she/diey—is/are)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. ! hmpression must not cover text or lines. If seal impression smudges,re-seal if a t (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. 1 ❑ Other •: Indicate title or type of attached document,number of pages and date. • 1111 Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). �! • Securely attach this document to the signed document j 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryC]asses.com l PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2012 TO: City Clerk PUBLIC WORKS FILE NO. �o � c�v o 4 PROPERTY ADDRESS i kA i ' Please collect&receipt for the following monies ACCT.. ITEM AMOUNT LANDkDEVELOPMENT V 4722 Encroachment Permit ..•Application Fee Non-Utility Encroachment Permit Major>_$10 000 $370.00 ;7( ' Minor Encroachment Permit<sio,000 $210.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $205.00 Street Tree Pl anti n /Removal N/C 2203 $500 per Tree Pla ting Deposit Required) $500.00/tree 2203 Plan Check Deposit 2%D of Engineer's Estimate $500.00 min Utility and R-1 Permits no deposit required 4722 Gradinq&Drainage Plan Review Single Famil Lot $260.00 Site< 10,000 s.f. $780.00 Site>_10,000 s.f. <0.5 Acre $1 040.00 Site>_0.5 Acre $1 560.00 4722 NPDES Review C3 Requirements) For projects not required to submit numeric sizing $150.00 For projects required to submit numeric sizing Impervious Area 10 000 S . Ft to 1 Acre $650.00 Impervious Area 1 Acre or more $850.00 Plan Check& Inspection Fee(Non-Utility) 4722 En r. Est. up to$250 000 14%of Engineer's Estimate **22031 En r. Est.>_$250 000 Actual cost+20%Admin Overhead Min$35 000 Deposit) 2203 Emergency Cash Deposit 4% of En r. Est.* $500 min/$10 000 Max 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 Ma 4 Lots or Less $3 700.00+$80/lot 4722 Final Tract Ma 5 or More Lots $4 500.00+$11Mot 2203 Monumentation Security 100%D of ENGR. EST. 4920 Parkland Dedication Fee 75%/25% Due Upon Cert.of Occupancy) 4722 Lot Line Ad'ustment Includes Certificate of Compliance) $1 750.00 4722 Vacation of Public Streets&Easements $2 340.00 4722 Certificate of Compliance $1 765.00 4722 Certificate of Correction $520.00 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $830.00 Each Additional Lot $260.00 511.7424 Postage M1 _GELLANE US• ' . .,x...... Other Please Specify) *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. **Actual Cost Plus 20%Overhead(Non-Interest bearing deposit) TOTAL $ 4 NAME OF APPLICANT �� 'tit NAME OF PAYOR PHONE ADDRESS ZIP � r I FOR RECEIVED BY CITY CLERK ONLY Date Recet t.# x Date/`Initials' F.•i , J?FORMS1Templates%dministmINeXRneipl Fonn Land Development 12.13 f CITY OCA yL R a) f�: CAGIER Rmy;Sq [Amami a RA2 mk9Sk»: 3yg . REGISTER DATE: 2Ay2 TIME: SS! DESCRIPTION kc\ Em; & mqD FILING $370,m ma D= m9+Sw »F +POSIT - Ig S318,00 mQ M Gm6 9+ amA& Gd: F $1,04E0o rqI G: 2145 3 ,t+Aq yG ----------------- %L me a..a m C&7 PAID: $41320.00 CHECK NO: m£m3 yAGq; w, ±m m;«: $ O . � PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2013 TO: City Clerk PUBLIC WORKS FILE NO. V (L , PROPERTY ADDRESS n Please collect&receipt for the following monies ACCT. ITEM A -L ND'D EV EL6PMENT r M U w f 4722 Encroachment Permit ADDlication Fee Non-Utility Encroachment Permit Ma'or z$10 000 $377.00 Minor Encroachment Permit<sio,000 $215.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $209.00 Street Tree Pl anti n /Removal N/C 2203 $500 per Tree Plantinq 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 $265.00 Site< 10,000 s.f. $795.00 Site>_10,000 s.f. <0.5 Acre $1 060.00 Site>_0.5 Acre $1 590.00 4722 NPDES Review C3 Requirements) t - For projects not required to submit numeric sizing $153.00 For projects required to submit numeric sizing Impervious Area 10,000 S . Ft to 1 Acre $663.00 Impervious Area 1 Acre or more $867.00 Plan Check&Inspection Fee(Non-Utility) 4722 En r. Est. up to$250 000 14%of Engineer's Estimate —2203 En r. Est. >_$250 000 Actual cost+20%Admin Overhead Min$35 000 Deposit) 2203 Emer enc Cash Deposit 4%of En r. Est.* $500 min/$10 000 Max _ 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 Ma 4 Lots or Less $3 775.00+$82/lot 4722 Final Tract Ma 5 or More Lots $4 590.00+$112/lot 2203 Monumentation Security 100%of ENGR. EST. 4920 Parkland Dedication Fee 75%/25% Due Upon Cert. of Occupancy) 4722 Lot Line Ad'ustment Includes Certificate of Compliance) $1 785.00 4722 Vacation of Public Streets&Easements $2 386.00 4722 Certificate of Compliance $1 764.00 4722 Certificate of Correction $530.00 4722 Appeal F ling Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $846.00 Each Additional Lot $265.00 511.7424 Postage MI ELLANE>U f Other Please Sp e c i *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. C' **Actual Cost Plus 20%Overhead(Non-Interest bearing deposit) TOTAL NAME OF APPLICANT �'i�� ROM, 1NI11�iI�lQS�� b�� NAME OF PAYOR Gc�l- ��. li(-�- PHONE ADDRESS G UGC% PiI ],�� . V('i t-1 � ZIP I FOR RECEIVED BY.: s. CITY CLERK k , ONLY Date .I Recei t#. .. r f Date/1nifials Doris Quai Hoi From: Matthew Jue Sent: Wednesday, July 24, 2013 11:28 AM To: Michelle Quinney Cc: David Mooso; Lisa Petersen; Doris Quai Hoi Subject: Comments on A&W Street Improvement Plans Michelle, Dave and I looked at the signal plans and have the following comments/observations. 1. Sheet E-1, Inset: To shorten the distance for existing cables and conductors to reach the No. 6E home run pull box and controller cabinet, the No. 6E pull box could be relocated on the plan to east of the controller cabinet. The benefit of doing so is the existing cables and conductors would have a better chance of reaching the pull box and, ultimately, the controller cabinet. If the cables and conductors are too short, they will need to be replaced (e.g., see Project Note 11). 2. Sheet E-1, south side of Rincon Avenue west of Winchester Boulevard: The plan shows a 2" conduit for telephone line entering an existing pull box near the new service pedestal location. We looked at the site and could not find the existing telephone pull box. Did the design consultant inspect the site to locate the pull box? Matthew Jue I Traffic Engineer City of Campbell, Public Works Department public works@cityofcampbell.com 408.866.2150 j L�0 408.376-0958 (fax) R- 70. N. First Street i Campbell,CA 95008 www.CityofCampbell.com 7/24/2013 OF.-C AMA July 23, 2013 6 r U r o y� o� OR CHAR Public Works Department D°e el,o ►' �,en e r '� s and>Qng Nn or�n L f Project: 2145 Winchester NC 2012-00164 EES & DEPOSITS: Faithful erformance Security ......$1.88,000 Labor&Material Security............................................$188,000 (These securities are retained by the City to insure the work is completed per the permit. Once the work is completed and the City accepts the improvements, the applicant may elect to have 75% of the deposit returned. 25% is retained for a 1 year maintenance period. After 1 year, if there are no �ssues with the installed improvements, the rest is refunded See security options in the Notes.) E ,e�gency �`h Deposit�• T .p;,.. .$7524 his is a eposi in case there are any emergencies tha Ci y s affis required to respond to during construction of the off-site improvement. i.e. a night time accident, weather affecting the site, etc.) * Note: Security can be provided in one of three options: 1. Provide a Faithful Performance bond for$188,000 and a Labor and Materials bond for $188,000. (The City has the actual bond forms to use.) ,C��y��al�l,b�..re iui�redt�to be�a. sr ned��for the�_ enefa�t;.� 04 tle City vfiait+y rovidedssigap ,en't fotn. st . 3. Provide the City with a cash deposit in the amount of$188,000. OUTSTANDING INFORMATION: 17 � '�2,. Grant ofEa menwne to sign) W'S. VE ocume.�,t i�tenti�f g.w1=o �with�nam 4. Grading plans finalized - COMPLETE 5. Geotechnical Engineer sign-off on plans or letter approval- COMPLETE 6. Electronic version of approved grading and drainage plans - COMPLETE \ 7. Planning Division clearance -ram CA t® J:\MQ\LDW.&W\Fees 7-23-13.doc Page 1 of 1 - 8147717865 Time Acc®unt Recei t/®iscl®sure cp,�\a Banker Name: Officer/Portfolio Number: Date: IRADHIKA SRINIVASAN IA1153 I07/31/2013 1 1 Banker Phone: Store Number: BankerALI: Banker MAC: 1408/370-4570 104306 10000502 IA0512-011 Customer/Account Information Primary Customer Name: Customer Number(ECN): 2145 SOUTH WINCHESTER, LLC 1556398622245214 COID: rod, Aeount3Nurnbftn� Open Date: Term: Maturity Date: 00114 ,,F. 07/31/2013 6 months 01/31/2014 Time Account Opening Deposit: Interest Rate: Annual Percentage Yield: Fixed Rate: Variable Rate: Renewal Term: I$188, 000 00 0.05% 0.05% IYes INo 16 months Interest will be paid: The method of payment will be: IEVERY 01 MONTHS AND AT WITHDRAWAL IBY ADDING TO PRINCIPAL o Renewability: IYOU WILL AUTOMATICALLY RENEW MY TIME ACCOUNT AT MATURITY UNLESS 1 NOTIFY YOU OTHERWISE Lo o) N oAccount Title and Mailing Information Customer(s)Listed on Account: Mailing Address: 2145 SOUTH WINCHESTER, LLC 17066 MELODY LN Address Line 2: C/0 CITY OF CAMPBELL City: State: LOS GATOS ICA ZIP/Postal Code: Country: 95033-8406 IUS This is a receipt. It need not be presented at the time you obtain payment from the Bank. -c3 Page 1 of 1 VV60168(5-"11_SVP) _ -,.. .., We!Is.Fargo,.Confidential.,-. m 0 v 0 a a 0 0 u rn N Z U 2 3 200 P3 r • P - • REQUIREMENTS SANJQSE Development Jose, 4.081536-35,55 CAPITAL OF SILICON VALLEY Certificates of Deposit(CD)are used as a security deposit to guarantee repair and/or replacement of public improvements damaged during work initiated under a permit issued by Development Services. If the permit for which you are applying allows for the use of a CD as the security deposit, please ensure that it meets all of the requirements listed below. CD's presented which do not meet all of these requirements will be returned to the applicant for correction, potentially delaying issuance of the permit. The requirements for Certificates of Deposits are as follows: 1) 'Submitted CD must be on an original bank form (i.e. screen prints, photocopies,faxes, etc. are not acceptable). 2) Must be payable to the City of San Jose. 3) Must be non-negotiable(non-negotiable must be imprinted on CD) 4) -Must show the maturity date of the CD. 5) The initial term of the CD must be at least 90 days with an automatic renewal provision. 6) Must show the interest rate of the CD. 7) Must list the Permittee or Contractor as the depositor. 8) Interest will be paid directly to the depositor at maturity;NOT the City of San Jose. The interest must not be capitalized or added to the CD account at anytime. 9) Must be issued by a local bank whose deposits are insured by the Federal Deposit Insurance Corporation (FDIC) or a FDIC insured bank with a local branch. (FDIC must be imprinted on CD). Local is defined as a bank within the County of Santa Clara for an affiliated out of county bank. 10) In order to be covered by FDIC insurance,the principal plus expected interest to be earned should not exceed the insurance limit of$250,000. The Department of Public Works will maintain control over the CD until completion of the project. In the event the_Permittee refuses or fails to complete or repair the public street improvements of this permit,the Director of Public Works may,at her sole discretion, after giving written notice to the Permittee, use funds from the CD to pay the costs of construction or repair. Said cost for construction or repair shall include administration expenses. Upon the acceptance of said improvements,the unexpended portion of said deposit shall be returned to the Permittee who made the deposit. There is a minimum 30-day workmanship and materials warranty period during which the CD is held. This period begins when Final Inspection is completed by the Public Works Inspector. Revised 12/4/09 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: July 23,2013 For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT I. DEMOLITION/CLEARING 1. CLEARING&GRUBBING 0 LS $2,000.00 M,,500.00 $ - 2. SAWCUT P.C.C./A.C.(UP TO 6") 400 LF $6.10 $4.40 $ 2,440.00 3. P.C.C.REMOVAL 2666 SF $4.00 $3..00 $ 10,664.00 4. CURB AND GUTTER REMOVAL 322 LF $7.05 $3-45 $ 2,270.10 5. MEDIAN REMOVAL SF $5.25 Q.65 $ - 6. DEMOLISH EXISTING INLET/PLUG RCP's EA $1,800.00 $1,200.00 $H. STORM DRAINAGE $ - 1. 12"R.C.P.(CLASS V) 30 LF $210.00 $190.00 $ 6,300.00 2. 15"R.C.P.(CLASS III) LF $225.00 $05-00 $ - 3. 18"R.C.P.(CLASS III) LF $240.00 $21-0.00 $ - 4. 24"R.C.P.(CLASS III) LF $260.00 $240.00 $ - 5. 30"R.C.P.(CLASS III) LF $280.00 $260.00 $ - 6. T.V.INSPECTION(12") LF $1.25 $040 $ - 7. STD.DRAINAGE INLET(C.C.DETAIL 5) EA $2,800.00 $2,300.00 $ - 8. FLAT GRATE INLET(C.C.DETAIL 6) EA $1,620.00 QI'ySS..00 $ - 9. STD MANHOLE(C.S.J.DETAIL D-11) EA $5,000.00 $4,000.00 $ - 10. STD.MANHOLE(C.S.J.DETAIL D-12) EA $6,500.00 $6,000.00 $ - 11. BREAK AND ENTER M.H./D.I. 1 EA $1,000.00 $809 $ 1,000.00 III. CONCRETE IMPROVEMENTS $ - 1. SIDEWALK 2395 SF $12.00 $8.00 $ 28,740.00 2. DRIVEWAY APPROACH 672 SF $14.00 $10.00 $ 9,408.00 3. CURB AND GUTTER 266 LF $45.00 $35.00 $ 11,970.00 4. VALLEY GUTTER SF $20.00 M5.00 $ - 5. CURB RAMP 2 EA $1,800.00 $1,,500.00 $ 3,600.00 6. TYPE B-1 CURB LF $34.00 $29.00 $ - 7. TYPE Al-B3 CURB LF $20.00 M7.00 $ - 8. COBBLESTONE MEDIAN SURFACE SF $20.00 S0.00 $ - 9. P.C.C.DRIVEWAY CONFORM SF $8.20 %30 $ - 10. A.C.DRIVEWAY CONFORM SF $5.25 $4.40 $ - IV. PAVEMENT $ _ 1. ASPHALT DIGOUT AND REPLACE CF $5.80 $4-I0 $ - 2. PAVEMENT WEDGE CUT(6) LF $5.00 $2.65 $ - 3. PAVEMENT GRINDING 324 SF $0.95 $0-421 $ 307.80 4. PAVEMENT FABRIC(PETROTECH) SY $2.30 $2:I0 $ - 5. ASPHALT CONCRETE(TYPE A) 104.6 T $210.00 $150.00 $ 21,966.00 6. CLASS 1 BEDDING T $80.00 $40.00 $ - 7. SLURRY SEAL(TYPE II) SF $0.25 $0 20 $ - 8 AC REMOVAL(4"DEPTH) 1341 CF $14.00 $12-00 $ 18,774.00 V. TRAFFIC SIGNALS/LIGHTS $ _ I. DETECTOR LOOP(6'ROUND) EA $520.00 $34 .00 $ - 2. DETECTOR LOOP(6'x 30') EA $752.50 $626.25 $ - 3. DETECTOR LOOP(6'x 50') EA $1,042.00 $869.30 $ - 4. ELECTROLIER EA $4,000.00 $3,500.w $ - J:\LandDev\Form\SI\EngEst Page 1 of 3 f CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: July 23,2013 For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT 5. 1 1/2"RIGID CONDUIT LF $10.40 S&N $ - 6. 2"RIGID TRAFFIC SIGNAL CONDUIT 100 LF $19.70 $15.0.05 $ 1,970.00 7. CONDUCTOR 300 LF $0.85 $0:65 $ 255.00 8. PULL BOX(NO.3 1/2) 3 EA $347.00 $278.00 $ 1,041.00 9. TRAFFIC SIGNAL PULL BOX(NO.5) EA $463.00 $405.25 $ - 10. PULL ROPE 500 LF $0.57 $4.6-7 $ 285.00 11 Traffic Control Cabinet/Meter Relocation 1 LS $20,000.00 $ 20,000.00 VI. STRIPING AND SIGNS $ - 1. REMOVE PVMT.MARKINGS(PAINT) SF $2.65 $ - 2. REMOVE PVMT.MARKINGS(THERMO) SF $3.70 $3.40 $ - 3. REMOVE PVMT STRIPING LF $1.50 $1-00 $ - 4. STRIPING DETAIL 9 LF $3.00 $2.00 $ - 5. STRIPING DETAIL 22 100 LF $3.00 $2.00 $ 300.00 6. STRIPING DETAIL 29 LF $4.00 $3-:00 $ - 7. STRIPING DETAIL 32 LF $4.00 $3 00 $ - 8. STRIPING DETAIL 37(THERMO) SF $5.00 $3-58 $ - 9. STRIPING DETAIL 38(THERMO) SF $5.00 $3.50 $ - 10. STRIPING DETAIL 39 LF $5.00 $309 $ - I I. LIMIT LINE LF $6.00 $450 $ - 12. CROSSWALK, 12"WHITE 100 LF $6.00 $440 $ 600.00 13. PAVEMENT MARKINGS(PAINT) SF $3.25 $2-.50 $ - 14. PAVEMENT MARKINGS(THERMO) 50 SF $6.60 $5:05 $ 330.00 15. PAVEMENT MARKER(NON-REFL.) EA $5.20 $3-50 $ - 16. PAVEMENT MARKER(REFLECTIVE) EA $6.95 $4.75 $ - 17. TYPE K MARKER EA $109.50 $92.50 $ - 18. TYPE N MARKER EA $109.50 $92.50 $ - 19. SALVAGE ROAD SIGN EA $99.00 $87-35 $ - 20. RELOCATE ROAD SIGN(W81 ON NEW POST) EA $115.75 $99 00 $ - 21. INST.RD.SIGN ON EXIST.POLE EA $231.55 $168.50 $ - 22. ROAD SIGN WITH POST EA $347.30 $277.85 $ - 23. INSTALL 1226S SIGN WITH POST EA $350.00 $252.60 $ - 24. STANDARD BARRICADE LF $19.50 $i5.75 $ - VII. LANDSCAPING $ - 1. IRRIGATION,PLANTING WORK 230 SF $8.00 $7 35 $ 1,840.00 2. PRUNE TREE ROOTS EA $147.35 $M5.75 $ - 3. TREE REMOVAL EA $684.10 $526.25 $ - 4. ROOT BARRIER(12") LF $21.05 $iO.50 $ - 5. ROOT BARRIER(18") LF $26.30 $1-5.-80 $ - 6. STREET TREE 6 EA $447.30 $342.05 $ 2,683.80 7. STREET TREE(36"BOX) EA $710.40 $589.40 $ - 8. TOP SOIL BACKFILL Cy $26.30 $22.60 $ - 9. IRRIGATION LS $1,368.25 $710.40 $ - 10 TREE GRATES 6 EA $200.00 $190.00 $ 1,200.00 11 STRUCTURAL SOIL 67.5 T $125.00 $100.00 $ 8,437.50 VIII. MISCELLANEOUS $ - J:\LandDev\Form\SI\EngEst Page 2 of 3 f � CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: July 23, 2013 For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT 1. PEDESTRIAN BARRIER LF $86.85 $69.45 $ - 2. CHAIN LINK FENCE(6') LF $17.35 V3.70 $ - 3. RAISE MISC.BOX TO GRADE EA $315.75 $218.sA $ - 4. RAISE MANHOLE TO GRADE EA $421.00 $364.45 $ - 5. INSTALL MONUMENT BOX EA $1,500.00 $900.00 $ - 6. MEDIAN BACKFILL CY $22.10 V9a-0 $ - SUBTOTAL $ 156,382.20 PREPARED BY: 10%MOBILIZATION,CONSTRUCTION TRAFFIC CON-IROL/PHASING, REVIEWED BY: CONSTRUCTION STAKING CONSTRUCTION TESTING $ 15,638.22 APPROVED BY: 0%CONTINGENCY $ - 10%SECURITY ENFORCEMENT $ 15,638.22 TOTAL FAITHFUL PERFORMANCE SECURITY $ 187,658.64 USE THIS AMOUNT FOR SECURITY 1 $ 188,000.00 J:\LandDev\Form\SI\EngEst Page 3 of 3 i CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION � Ei��INEER'S �STIMIATE FOR 4 AN DENELOPMNT PROJECT5 D .. Date: 113 For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT < $250 K > $250 K $AMOUNT I. DEMOLITION/CLEARING 1. CLEARING&GRUBBING 1 LS $2,000.00 $4,590,QQ $ 2,000.00 2. SAWCUT P.C.C./A.C.(UP TO 6") 400 LF $6.10 $4,40 $ 2,440.00 3. P.C.C. REMOVAL 2666 SF $4.00 4" $ 10,664.00 4. CURB AND GUTTER REMOVAL 322 LF $7.05 $3,4m5 $ 2,270.10 5. MEDIAN REMOVAL SF $5.25 $21" $ - 6. DEMOLISH EXISTING INLET/PLUG RCP'S EA $1,800.00 $l,;IQQ,QQ $H. STORM DRAINAGE $ - 1. 12" R.C.P. (CLASS V) 30 LF $210.00 $1 R0 QQ $ 6,300.00 2. 15" R.C.P. (CLASS III) LF $225.00 $39�i 00 $ - 3. 18" R.C.P. (CLASS III) LF $240.00 $210 00 $ - 4. 24" R.C.P. (CLASS III) LF $260.00 $340-00 $ - 5. 30" R.C.P. (CLASS III) LF $280.00 $26Q.QQ $ - 6. T.V. INSPECTION(12") LF $1.25 $QIW $ - 7. STD. DRAINAGE INLET(C.C. DETAIL 5) EA $2,800.00 $2,304-QQ $ - 8. FLAT GRATE INLET(C.C.DETAIL 6) EA $1,620.00 $,3:7500 $ - 9. STD MANHOLE(C.S.J. DETAIL D-11) EA $5,000.00 $4,QQQ.QO $ - 10. STD MANHOLE(C.S.J. DETAIL D-12) EA $6,500.00 $6,QQQ,QQ $ - 11. BREAK AND ENTER M.H./D.I. 1 EA $1,000.00 $235,QQ $ 1,000.00 III. CONCRETE IMPROVEMENTS $ - 1. SIDEWALK 2395 SF $12.00 $&,QQ $ 28,740.00 2. DRIVEWAY APPROACH 672 SF $14.00 $10-Q9 $ 9,408.00 3. CURB AND GUTTER 266 LF $45.00 $�45-00 $ 11,970.00 4. VALLEY GUTTER SF $20.00 2'� $ - 5. CURB RAMP 2 EA $1,800.00 4,5QQ,QQ $ 3,600.00 6. TYPE B-1 CURB LF $34.00 $2.9,QQ $ - 7. TYPE Al-B3 CURB LF $20.00 $1:7 QQ $ - 8. COBBLESTONE MEDIAN SURFACE SF $20.00 $15 Q9 $ - 9. P.C.C. DRIVEWAY CONFORM SF $8.20 $6-39 $ - 10. A.C. DRIVEWAY CONFORM SF $5.25 $4,40 $ - IV. PAVEMENT $ - 1. ASPHALT DIGOUT AND REPLACE CF $5.80 $4,49 $ - 2. PAVEMENT WEDGE CUT(6') LF $5.00 $3-65 $ - 3. PAVEMENT GRINDING 324 SF $0.95 $Q-3 $ 307.80 4. PAVEMENT FABRIC(PETROTECH) SY $2.30 $" $ - 5. ASPHALT CONCRETE(TYPE A) 104.6 T $210.00 $150-99 $ 21,966.00 6. CLASS 1 BEDDING T $80.00 $4QrQQ $ - 7. SLURRY SEAL(TYPE II) SF $0.25 40130 $ - 8 AC REMOVAL(4" DEPTH) 1341 CF $14.00 $32 QQ $ 18,774.00 V. TRAFFIC SIGNALS/LIGHTS $ - 1. DETECTOR LOOP(6' ROUND) EA $520.00 $04� Q9 $ - 2. DETECTOR LOOP(6' x 30') EA $752.50 $6�24,)5 $ - 3. DETECTOR LOOP(6' x 50') EA $1,042.00 $ms �Q $ - 4. ELECTROLIER EA $4,000.00 $3,5QQ,QQ $ - 5. 1 1/2" RIGID CONDUIT LF $10.40 $ - J:\LandDev\Form\SI\EngEst Page 1 Of 3 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ENGINEER'S EaTIMATE FO;R `, `LAN'D DEVELOPIVIEN� PROJECTS Date: For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT < $250 K >$250 K $AMOUNT 6. 2" RIGID TRAFFIC SIGNAL CONDUIT 100 LF $19.70 $45,9 $ 1,970.00 7. CONDUCTOR 300 LF $0.85 40,64 $ 255.00 8. PULL BOX(NO. 3 1/2) 3 EA $347.00 $ 9 $ 1,041.00 9. TRAFFIC SIGNAL PULL BOX (NO. 5) EA $463.00 e^� $ - 10. PULL ROPE 500 LF $0.57 40 5.Z $ 285.00 11 Traffic Control Cabinet/Meter Relocation 1 LS $30,000.00 $ 30,000.00 VI. STRIPING AND SIGNS $ 1. REMOVE PVMT. MARKINGS (PAINT) SF $2.65 $ - 2. REMOVE PVMT. MARKINGS (THERMO) SF $3.70 $4-4Q $ - 3. REMOVE PVMT STRIPING LF $1.50 44-W $ - 4. STRIPING DETAIL 9 LF $3.00 4" $ - 5. STRIPING DETAIL 22 100 LF $3.00 42�= $ 300.00 6. STRIPING DETAIL 29 LF $4.00 4 $ - 7. STRIPING DETAIL 32 LF $4.00 $3,A9 $ - 8. STRIPING DETAIL 37(THERMO) SF $5.00 43150 $ - 9. STRIPING DETAIL 38 (THERMO) SF $5.00 4" $ - 10. STRIPING DETAIL 39 LF $5.00 4" $ - 11. LIMIT LINE LF $6.00 $4r59 $ - 12. CROSSWALK, 12" WHITE 100 LF $6.00 44,-59 $ 600.00 13. PAVEMENT MARKINGS (PAINT) SF $3.25 431-W $ - 14. PAVEMENT MARKINGS (THERMO) 50 SF $6.60 $5-44 $ 330.00 15. PAVEMENT MARKER(NON-REFL.) EA $5.208 $ - 16. PAVEMENT MARKER(REFLECTIVE) EA $6.95 $4- $ - 17. TYPE K MARKER EA $109.50 $92.59 $ - 18. TYPE N MARKER EA $109.50 SW 50 $ - 19. SALVAGE ROAD SIGN EA $99.00 $R m§ $ - 20. RELOCATE ROAD SIGN(W81 ON NEW POST) EA $115.75 W9,99 $ - 21. INST. RD. SIGN ON EXIST. POLE EA $231.55 sl6g,5Q $ - 22. ROAD SIGN WITH POST EA $347.30 =7 85 $ - 23. INSTALL 1226S SIGN WITH POST EA $350.00 $ $ - 24. STANDARD BARRICADE LF $19.50 445 75 $ - VII. LANDSCAPING $ 1. IRRIGATION, PLANTING WORK 230 SF $8.00 4�5 $ 1,940.00 2. PRUNE TREE ROOTS EA $147.35 $11575 $ - 3. TREE REMOVAL EA $684.10 $526.25 $ - 4. ROOT BARRIER(12") LF $21.05 $10 50 $ - 5. ROOT BARRIER(18") LF $26.30 $4&9 $ - 6. STREET TREE 6 EA $447.30 $3342.95 $ 2,683.80 7. STREET TREE(36" BOX) EA $710.40 QC�B $ - 8. TOP SOIL BACKFILL CY $26.30 p2 60 $ - 9. IRRIGATION LS $1,368.25 $710 40 $ - 10 TREE GRATES 6 EA $200.00 $489,99 $ 1,200.00 11 STRUCTURAL SOIL 67.5 T $125.00 $1=09 $ 8,437.50 VHI. MISCELLANEOUS $ - 1. PEDESTRIAN BARRIER LF $86.85 $69u $ - 2. CHAIN LINK FENCE(6') LF $17.35 $43 :78 $ - J:\LandDev\Form\SI\EngEst Page 2 of 3 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION EN';GINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS b Date: For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT < $250 K > $250 K $AMOUNT 3. RAISE MISC. BOX TO GRADE EA $315.75 721Q-59 $ - 4. RAISE MANHOLE TO GRADE EA $421.00 $364 45 $ - 5. INSTALL MONUMENT BOX EA $1,500.00 $999,9Q $ - 6. MEDIAN BACKFILL CY $22.10 $19,;9 $ - SUBTOTAL $ 168,382.20 PREPARED BY: 10% MOBILIZATION, CONSTRUCTION TRAFFIC CONTROL/PHASING, REVIEWED BY: CONSTRUCTION STAKING - CONSTRUCTION TESTING $ 16,838.22 APPROVED BY: 10% CONTINGENCY $ 16,838.22 10% SECURITY ENFORCEMENT $ 16,838.22 TOTAL FAITHFUL PERFORMANCE SECURITY $ 218,896.86 USE THIS AMOUNT FOR SECURITY $ 219,000.00 J:\LandDev\Form\SI\EngEst Page 3 of 3 C r � CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3108 ENGINEER'S ESTIMATE FOR LAND,DEVELOP,MENT;PROJECTS Date: In-'s I-IS For File No(s): Site Address: 2195.4 2-145 ENC. No. ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250K >$250K $AMOUNT I.DEMOLITION/CLEARING 1. CLEARING&GRUBBING LS $2,000.00 $1,500.00 2. SAWCUT P.C.C./A.C.(UP TO 6") AIR LF $6.10 $4.10 3. P.C.C.REMOVAL 2A6(p SF $4.00 $3.00 411144 4. CURB AND GUTTER REMOVAL 3 LF $7.05 $3.45 5. MEDIAN REMOVAL SF $5.25 $2.65 6. DEMOLISH EXISTING INLET/PLUG RCP'S EA $1,800.00 $1,200.00 H.STORM DRAINAGE 1. 12"R.C.P.(CLASS V) 'L� LF $210.00 $180.00 6070 2. 15"R.C.P.(CLASS III) Z� LF $225.00 $195.00 5 1 is 3. 18"R.C.P.(CLASS III) LF $240.00 $210.00 4. 24"R.C.P.(CLASS III) LF $260.00 $240.00 5. 30"R.C.P.(CLASS III) LF $280.00 $260.00 6. T.V.INSPECTION(12") LF $1.25 $0.80 7. STD.DRAINAGE INLET(C.C.DETAIL 5) ( EA $2,800.00 $2,300.00 210b 8. FL-AT GRATE INLET(C.C.DETAIL 6) EA $1,620.00 $1,275.00 9. STD MANHOLE(C.S.J.DETAIL D-11) EA $5,000.00 $4,000.00 10. STD MANHOLE(C.S.J.DETAIL D-12) EA $6,500.00 $6,000.00 11. BREAK AND ENTER M.H./D.I. EA $1,000.00 $935.00 III.CONCRETE IMPROVEMENTS I. SIDEWALK ZQ % SF $12.00 $8.00 Zvi,Imp 2. DRIVEWAY APPROACH 5311 SF $14.00 $10.00 1,$D9 3. CURB AND GUTTER 3Z� LF $45.00 $35.00 141` L5 4. VALLEY GUTTER SF $20.00 $15.00 5. CURB RAMP 2 EA $1,800.00 $1,500.00 plan 6. TYPE B-1 CURB IF $34.00 $29.00 7. TYPE Al-B3CURB 5W IF $20.00 $17.00 MO 8. COBBLESTONE MEDIAN SURFACE SF $20.00 $15.00 9. P.C.C.DRIVEWAY CONFORM SF $8.20 $6.30 10. A.C.DRIVEWAY CONFORM SF $5.25 $4.40 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 1 of 4 r ) CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 w r ENGINEER S ESTIAAATE FQR '+ _ ` LAND`DEVELOPMENT PROJECTS Date: For File No(s): Site Address: ENC. No. rrEM UNIT PRICES FOR PROJECT AMOUNT _ NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT IV.PAVEMENT 1. ASPHALT DIGOUT AND REPLACE CF $5.80 $4.10 2. PAVEMENT WEDGE CUT(6� LF $5.00 $2.65 3. PAVEMENT GRINDING 42,^C) SF $0.95 $0.63 2�q 4. PAVEMENT FABRIC(PETROTECH) 4 1 SY $2.30 $2.10 C j 5. ASPHALT CONCRETE(TYPE A) 5 T $210.00 $150.00 JD5t) 6. AGGREGATE BASE(CLASS 2) CIA T $80.00 $40.00 752 p 7. SLURRY SEAL(TYPE 11) SF $0.25 $0.20 8 AC REMOVALIOFFHAUL/DISPOSAL CF $14.00 $12.00 2-C)4 t) V.TRAFFIC SIGNALS/LIGHTS 1. DETECTOR LOOP(6'ROUND) EA $520.00 $347.00 2. DETECTOR LOOP(6'x 30') EA $752.50 $626.25 3. DETECTOR LOOP(6'x 50') EA $1,042.00 $868.30 4. ELECTROLIER EA $4,000.00 $3,500.00 5. 1 1/2"RIGID CONDUIT LF $10.40 $8.20 6. 2"RIGID TRAFFIC SIGNAL CONDUIT LF $19.70 $15.05 7. CONDUCTOR LF $0.85 $0.65 8. PULL BOX(NO.3 1/2) EA $347.00 $278.00 9. TRAFFIC SIGNAL PULL BOX(NO.5) EA $463.00 $405.25 10. PULL ROPE LF $0.57 $0.57 VI.STRIPING AND SIGNS 1. REMOVE PVMT.MARKINGS(PAINT) SF $2.65 $1.60 2. REMOVE PVMT.MARKINGS(THERMO) SF $3.70 $3.40 3. REMOVE PVMT STRIPING LF $1.50 $1.00 4. STRIPING DETAIL 9 Y� LF $3.00 $2.00 `q2 5. STRIPING DETAIL 22 LF $3.00 $2.00 6. STRIPING DETAIL 29 LF $4.00 $3.00 7. STRIPING DETAIL 32 LF $4.00 $3.00 2510 8. STRIPING DETAIL 37(THERMO) SF $5.00 $3.50 9. STRIPING DETAIL 38(THERMO) SF $5.00 $3.50 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 2 of 4 I S CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 . -;,, :ENGINEER'S ESTIMATE FOR LANb DEVELOPMENT;PROJECTS Date: For File No(s): Site Address: ENC. No. ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT 10. STRIPING DETAIL 39 LF $5.00 $3.00 it. LIMIT LINE LF $6.00 $4.50 12. CROSSWALK,12"WHITE LF $6.00 $4.50 13. PAVEMENT MARKINGS(PAINT) SF $3.25 $2.50 14. PAVEMENT MARKINGS(THERMO) SF $6.60 $5.05 15. PAVEMENT MARKER(NON-REFL.) EA $5.20 $3.50 16. PAVEMENT MARKER(REFLECTIVE) EA $6.95 $4.75 17. TYPE K MARKER EA $109.50 $92.50 18. TYPE N MARKER EA $109.50 $92.50 19. SALVAGE ROAD SIGN EA $99.00 $87.35 20. RELOCATE ROAD SIGN(W81 ON NEW POST) EA $115.75 $99.00 21. INST.RD.SIGN ON EXIST.POLE EA $231.55 $168.50 22. ROAD SIGN WITH POST EA $347.30 $277.85 23. INSTALL 1226S SIGN WITH POST EA $350.00 $252.60 24. STANDARD BARRICADE LF $19.50 $15.75 VII.LANDSCAPING 1. IRRIGATION,PLANTING WORK SF $8.00 $7.35 W a 2. PRUNE TREE ROOTS EA $147.35 $115.75 3. TREE REMOVAL EA $684.10 $526.25 4. ROOT BARRIER(12") IF $21.05 $10.50 5. ROOT BARRIER(18') LF $26.30 $15.80 6. STREET TREE 3 EA $447.30 $342.05 7. STREET TREE(36"BOX) EA $710.40 $589.40 8. TOP SOIL BACKFILL CY $26.30 $22.60 9. IRRIGATION 1 LS $1,368.25 $710.40 VIII.MISCELLANEOUS 1. PEDESTRIAN BARRIER LF $86.85 $69.45 2. CHAIN LINK FENCE(6) LF $17.35 $13.70 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 3 of 4 y � CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 ENGINEER'S ESTIMATE FOR , LAND'DEVELOPMENT PROJECTS Date: For File No(s): Site Address: ENC. No. ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT 3. RAISE MISC.BOX TO GRADE EA $315.75 $210.50 4. RAISE MANHOLE TO GRADE EA $421.00 $364.45 5. INSTALL MONUMENT BOX EA $1,500.00 $900.00 6. MEDIAN BACKFIL.L CY $22.10 $19.70 I- SUBTOTAL PREPARED BY: QY►lciilk �SNh ditnhJ&vf /1 10%MOBILIZATION,CONSTRUCTION TRAFFIC CONTROL/PHASING,REVIEWED BY: CONSTRUCTION STAKING, ZZ5 CONSTRUCTION TESTING APPROVED BY: 10%CONTINGENCY 10%SECURITY ENFORCEMENT TOTAL FAITHFUL PERFORMANCE SECURITY USE THIS AMOUNT FOR SECURITY 11 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 4 of 4 - OV-CAAfA July 15, 2013 U AIMr r o 6� G` OR CHARS Public Works Department Development Fees & Outstanding Information Project: 2145 Winchester ENC 2012-00164 FEES &DEPOSITS: Engineering Plan Check&Inspection Fee.....................$30,660 Faithful Performance Security......................................$219,000 Labor&Material Security............................................$219,000 (These securities are retained by the City to insure the work is completed per the permit. Once the work is completed and the City accepts the improvements, the applicant may elect to have 75%of the deposit returned. 25% is retained for a 1 year maintenance period.After 1 year, if there are no issues with the installed improvements, the rest is refunded. See security options in the Notes.) Emergency Cash Deposit..................................................$8,760 (This is a deposit in case there are any emergencies that City staff is required to respond to during construction of the off-site improvement. i.e. a night time accident, weather affecting the site, etc.) * Note: Security can be provided in one of three options: 1. Provide a Faithful Performance bond for$219,060 and.a Labor and Materials bond for$219,000. (The City has the actual bond forms to use.) 2. Provide one CD for$219,000. The CD will be required to be assigned"for the benefit of the City via a City provided assignment form. 3. Provide the City with a cash deposit in the amount of$219,000.. OUTSTANDING INFORMATION: 1. Street Improvement Agreement(Owner to sign) 2. Grant of Easement(Owner to sign) 3. Corporate signature resolution or other document identifying who, with name(s) and title(s), is authorized to sign on behalf of Owner 4. Grading plans finalized-COMPLETE 5. Geotechnical Engineer sign-off on plans or letter approval—COMPLETE — 6. Electronic.version of approved grading and drainage plans 7. Planning Division clearance JALandDev\P1an Check Comments\Winchester 2145,2012 ProjectTees.doc Page 1 of 1 oV•C A4t _ May 6, 2013 A4e, U r 0 0 9� G` pRCHAVQ. Public Works Department Development Fees & Outstanding Information Project: 2145 Winchester ENC 2012-00164 FEES & DEPOSITS: Engineering Plan Check&Inspection Fee....................$30,660 Faithful Performance Security..................:.................$219,000 Labor &Material Security $219,000 (These securities are retained by the City to insure the work is completed per the permit. Once the work is completed and the City accepts the improvements, the applicant may elect to have 75%of the deposit returned. 25%is retained for a 1 year maintenance period. After 1 year, if there are no issues with the installed improvements, the rest is refunded. See security options in the Notes.) Emergency Cash Deposit................................................$8,760 (This is a deposit in case there are any emergencies that City staff is required to respond to during construction of the 6ff-site improvement. i.e. a night time accident, weather affecting the site, etc.) * Note: Security can be provided in one of three options: 1. Provide a Faithful Performance bond for$219,000 and a Labor and Materials bond for$219,000. (The City has the actual bond forms to use.) 2. Provide one CD for$219,000. The CD will be required to be assigned "for the benefit of the City via a City provided assignment form. 3. Provide the City with a cash deposit in the amount of$219,000. OUTSTANDING INFORMATION: 1. Street Improvement Agreement (Owner to sign) 2. Grant of Easement (Owner to sign) 3. Corporate signature resolution or other document identifying who, with name(s) and title(s), is authorized to sign on behalf of Owner 4. Grading plans finalized 5. Geotechnical Engineer sign-off on plans or letter approval 6. Electronic version of approved grading and drainage plans 7. Planning Division clearance JALandDevT1an Check Comments\Winchester 2145,2012 Projecffees.doc Page 1 of 1 fC18� ja=�-j DOCUMENT: 19521081 Pages: 8 MOM 61103.00VEMNSOcry OF C'mof'M Fees. No Fees Alf IMM ragOV"OF I Taxes Recording Requested by: ) Cop;es } MT PAID City of Campbell ) REG I NA ALCOMENDRAS RDE #t 004 } SANTA CLARA COUNTY RECORDER 7/20/2007 When recorded mail to: ) Recorded at the request of 2: 10 PM City City Clerk } .City of Campbell ) 70 North First Street ) Campbell,CA 95008 ) APN: 305-33-019 (Space above this line for Recorders use only.) ADDRESS: 2135 S.Winchester Blvd.,Campbell,CA 95008 DEVELOPMENT AGREEMENT RECITALS THIS AGREEMENT,identified by File No(s).PLN 2006-00081,is entered into this NA day of A1jjA,1 204_, by and between Lexor Investments,. Inc., a Cali fotni orporation, hereunder referred to as "Owner," and the CITY OF CAMPBELL, a municipal corporation of the County of Santa Clara, State of California, hereinafter referred to as "City." On November 21, 2006 the City Council granted conditional approval of Planned Development permit for that certain real property described in Exhibit A attached hereto and incorporated as though fully set forth herein,and commonly known as 2135 S. Winchester Blvd.,which property is hereinafter referred to as"said real property." The obligations of this Development Agreement shall bind and run with said real property, and all references to Owner shall include the successors owners of the said real property. TERMS AND CONDITIONS Now, therefore, in consideration of the above referenced approvals, and in satisfaction thereof, the parties to this Agreement shall comply with the following terms and conditions: (1) In lieu of the requirement to underground all overhead utility lines along said real property's public street frontages, as described in Section 21.18.140 of the City Code,the Owner or his/her successors shall provide the City with an in lieu fee per Section (2) of this agreement within 2 months after written notice to the Owner. UNDERGROUND UTILITY PROGRAM (2) Should the City establish an in lieu fee for an underground utility program and/or designate the streets fronting said real property as underground utility corridors, the Owner,or his/her successors,shall provide the City with an in lieu fee in an amount equal t a , to the construction costs for undergrounding all overhead utility lines along the said real property's public street frontages,not to ex ceed Ninety Thousand dollars ($90,000). (3) Should the City not establish an underground utility program and/or designate streets fronting said real property as underground utility corridors within 7 years of the date of this agreement, the obligation of said in lieu fee shall be voided. (4) The Owner's, or his/her successors' obligations contained in this Agreement that are accomplished to the satisfaction of said City Engineer by said in lieu fee shall be considered to satisfy those obligations. FAITHFUL PERFORMANCE SECURITY (5) The Owner, shall file with City,security acceptable to the City in amount equal to the City Engineer's estimated cost of the undergrounding improvements to ensure full and faithful performance of the in lieu fee. Said security shall guarantee that Owner, and his/her successors, will provide the City with the required in lieu fee within the time described per Section (1)of this agreement. This security shall remain in effect until said in lieu fee is paid or the agreement lapses per Section(3)of this agreement. (6) Upon final release of said security by City, the obligations of Owner, and his/her successors, contained in this Agreement shall be considered null and void, except as otherwise provided by applicable law. RIGHT-OF-WAY ACQUISITION (7) The Owner, shall agree to provide the City at no cost with any easement and/or right-of- way upon said real property necessary for the completion of said undergrounding improvements. INDEMNITY (8) The Owner, and his/her successors, shall also indemnify, defend and hold the City of Campbell, the City of Campbell Redevelopment Agency, and its agents, attorneys, employees, officers,officials,and assignees harmless against and from any and all claims, actions, causes of action, liabilities, demands, losses, lawsuits,judgments,damages,costs and expenses (including, but not limited to, attorneys' fees and court costs, whether incurred at trial, appellate or administrative levels)which the City of Campbell may incur or suffer, or to which the City of Campbell may be subjected resulting from,or alleged to result from the failure of Owner, or his/her heirs, assignees, successors, grantees,agents, employees, subcontractors, or anyone performing services under him, to fulfill any of the obligations imposed under this Agreement, except for any claims, actions, causes of action,liabilities,judgments,damages, costs and expenses proximately caused by the sole negligence or willful misconduct of the City. (9) The Owner and his/her successors shall also indemnify, defend and hold harmless the 2 City, the City of Campbell Redevelopment Agency, and its agents, officers and employees from any claim,action,or proceeding against the City or its agents,officers or employees to attach, set aside, void or annul an approval of the City, its City Council, Planning Commission, Community Development Director, Public Works Director, Building Official, City Engineer, or other such City official concerning a subdivision, which action is brought within the time period provided for in California Government Code Section 66499.37. (10) The City will promptly notify the Owner of any claim, action or proceeding to attack, set aside, void or annul any approval concerning a subdivision of said real property, and will cooperate fully in the defense. MUTUAL BENEFIT COVENANTS BINDING ON HEIRS, ASSIGNEES, SUCCESSORS, AND GRANTEES OF OWNER (11) It is acknowledged that the provisions of this Agreement constitute covenants for the subject real property for the mutual benefit of Owner's property,commonly known 2135 S. Winchester Blvd., and the City's property,commonly described as S. Winchester Blvd. and W. Rincon Ave. where it adjoins Owner's property. The terms, conditions and covenants of this Agreement shall run with the land,shall be considered to affect rights in the above-described real properties, and shall be binding on the heirs, assignees, successors,grantees and agents of the Owner to said real property. UNVESTED INTERESTS (12) Nothing contained herein shall be construed to transfer any unvested interests in real or personal property for purposes of the rule against perpetuities. BREACH OF CONTRACT (13) The City,upon breach any of the terms,conditions,or covenants of this Agreement by the Owners, shall be entitled to recover from the Owner, in addition to any other relief available in law or equity, all costs and compensation incurred in attempting to obtain enforcement of the Agreement, including reasonable attorneys' fees and court costs. ENTIRE AGREEMENT BINDING (14) This is the entire Agreement between the parties, and there are no representations, agreements, arrangements or understandings that are not fully expressed herein. This Agreement can be executed in counterparts by the parties hereto, and as so executed shall consist of one agreement,binding on all parties. 3 LEXOR INVESTMENTS,INC.,A CALIF/ORNIA CORPPOORATION Date: By: Title: CITY OF IPBE L Date: By: L OR „n Kass,Pub''ff Works Director J n Iaquin , Acting Public Works Director (Notary Acknowledgment For above signatories) MUST be attached.) APPROVED AS TO FORM: illy ann City Attorney 4 LEGAL DESCRIPTION EXHIBIT"A" THE LAND REFERRED TO HEREIN BELOtrJ 15 SITUATED IN THE CITY OF CAMPBELL, COUNTS OF SANT. CL ARA, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOW c: Parcel One: Beginning at a stake in the Southerly line of Rincon, Avenue, at its intersection vrith the West line of Santa Clara-Los Gatos Road; running thence Ylesterly along the South line of Rincon Avenue, 130 feet to a stake; thence at riaht angles to said Rincon Avenue in a Southerly direction 100 feet to a stake;thence Easterly and parallel to said Southerly line of Rincon Avenue 130 feet to a stake in the Westerly line of the Santa Clara-Los Gatos road; thence northerly along said Wester!, line of the Santa Clara-Los gatos Road 100 feet to the point of beginning: and being a part of the Northeast 1'4 of Section 34.Township 7 South, Range 1!'lest.Mount D::.Io Ease and Meridian. �..ceat!n trierefro it the intersection Cra:iced In the aeaa from:Richfie:d oil Corporation to the Civ.or Campbell recor^en :•lay 28, 1962 in Book 5590 pace i00 Officiai Records covering the follo:v!ng described parcel of EG:ng a portion oft:e lands of R!chf!ela Oil Corporation as described in Deed of Record in Book 1990 pac_•e 40, Of'Iciai Zeccrds of Santa Clara County and being, more particularly described as follo:is: Beginning at a point on the Southerly line of Rincon Avenue said point also being the most Piorthv:esterly corner of said lands of Richfield Oil Corporation; thence South 89" 53' East along the said Southerly line of Rincon Avenue 130.00 feet to the point of intersection of the Westerly line of Santa Clara Los Gatos Road with the Southerly line of Rincon Avenue; thence South 0'07'West along the said Westerly line of Santa Clara-Los Gatos Road 10.00 feet; thence North 89`1 53' West parallel with the said Southerly line of Rincon Avenue 130.00 feet to a point on the most Easterly boundary line of the lands of Page as described in deed of record in Book 4670, page 395, Official Records of Santa Clara County; thence North 00 07'East along said Easterly line 10.00 feet to the point of beginning, and being a part of the Northeast 1/4 of Section 34,Township 7 South, Range 1 West Mount Diablo Base and Meridian. Also excepting therefrom the interest granted in the deed from Richfield Oil Corporation to the City of Campbell, recorded July 13, 1962 in Book 5608 page 510,Official Records, covering the following described parcel of land. Commencing at the point of intersection of the Southerly line of Rincon Avenue (40 feet wide) with the Westerly line of Santa Clara and Los Gatos Road(50 feet wide)also known as Winchester Boulevard;thence Southerly along said Westerly line of Winchester Boulevard 10.00 feet to the point of beginning: thence Southerly along said Westerly line of Winchester Boulevard 90.00 feet;thence Westerly along a line parallel to said Southerly line of Rincon Avenue 18.00 feet; thence Northerly 70.00 feet along a line parallel to and 18.00 feet at a right angle, Westerly of said Westerly of Winchester Boulevard; thence along a tangent curve concave left having a radius of 20.00 feet through a central angle of 900 and an arc distance of 31.42 feet; thence Easterly along a line parallel to and 10.00 feet at a right angle Southerly of said Southerly line of Rincon Avenue 38.00 feet to the point of beginning, and being a part of the Northeast 1/4, Section 34, nue ic,:mship 7 South, Range i West. Mount Diablo Base and Meridian. Eycepting and reserving all oil,gas,minerals and other hydrocarbon substances in and under said land below a depth of 500 feet without the right of surface entry. Parcel i•.:o: Portion of Section 34, Tovinship 7 South, Range 1 Vest Mount Diablo Base and Meridian, described as fol lows: �'zmnn.ing at a point in the westerly line of Winchester Boulevard,as the same existed 50 feet ride,distant thereon !GO feet Southerly of the Southerly line of Rincon Avenue 40 feet ••ride, thence from said point of beainnn no k'!esterly and parallel G^ith said line of Rincon Avenue. 100 feet;thence Southerly and parallel vtith said line o�v!inchester Boulevard, 90 feet; thence Easterly and parallel :rith saio line of Rincon Avenue, !00 fee: to Baia Viesterly line of Winchester Boulevard; thence Northerly along said line 90 feet to the point of beginning. Excelling t„erefrom: That portion thereof conveyed to the City of Campbell, for road, street and high:ray purposes, by deeg recorded No•:ernber 6, 1967 in Book 7918 of Official Records, page 359. ARE 405-3--095 S 405-34-035 APN: 305-33-019, 305-33-020 a - CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT . . 5`S:C<SM�ceY`Fl`s trf`G cC ! ` ICC 51 1 I State of California I ss. County of ti - f & A On before me — U ; ' Date Name rrd Title of Ofto(t g,valie Dm,Nowy Pao I person appeared ; Nama��a �••nsl r ,impersonally known to me r ❑ proved to me on the basis of satisfactory evidence to be the person(W whose name is/A(e t r�S subscribed to the within instrument and acknowledged to me tha(qsIQ/tidy executed I the same in (gi�erltiwir a thonzed I 1 capacity(ies), and that by is /tWir ( SUE C.FONTAtNE signatureW on the instrument the persono,or t N&22ct27,2D0S1 16173the entity upon behalf of which the personQS)California p acted,executed the instrument.ounty M WITNESERny hand and o1ficial seal. ; .t Surn•tua 01 1kiari PiAhc cr' •I OPTIONAL Though the Information below is not required bylaw.It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. I ��' Description of Attached Document Title or Type of Document: It • Document Date: q. Number of Pages: c r 'h Signer(s)Other Than ded Above: 'h t Capacity(ies)Claimed by Signer Signer's Name: C Individual Top d Ihumb here I ❑ Corporate Officer—Title(s): ❑ Partner—❑Limited ❑General r ❑ Attomey-in-Fact Z ❑ Trustee 5 ❑ Guardian or Conservator I ❑ Other. � Signer Is Representing: 01MN3WWN0tWAseoaatun-9350O8 SOm Ava.PO eox2402-Chatmnh.CA91313.2402•—retmeaotWmg Prod No 5907 Reaoer,Cal Tog-Free t•900.976M27 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of . C k oS c^ ss. !��r - On (o l 151�-I before me, S L,e\k� "t,-t-� -e w, , N��t•1�.^b1 �. Date Name am Title of officer(e.g..Jane 000,Notary PubIV) personally appeared w � ti-, )t\ CSC ►�-. Name(s)of Signeds) Apersonally known to me 0 proved to me on the basis of satisfactory evidence SHELi HENRY DEMKO to be the person(s)whose name(s)is/are subscribed Comm bslon 015SW20 to the within instrument and acknowledged to me that -- Notary IC. Caafornia he/she/they executed the same in his/her/their santo Clara County authorized capacity(ies), and that by histher/their NyComm.fxptres Feb26.2 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above �� W Slgoat re of Notary Public OPTIONAL Though the information below is not required by law,It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: ��►-�`a t� �"^t•''� ��'�ti^"�"' Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity((es)Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Tille(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑Limited ❑General O Partner—O Limited ❑General ❑ Attorney in Fact Top of Thumb here ❑ Attorney in Fact Top of thumb here ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other:- Signer Is Representing: Signer Is Representing: 0 2004 Natrona)Notary Association•SM Be Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402 Item No 5907 Reorder.Call Tod-Free 1-900470 6W s .s r sonT.MAI DISSY CONSULTING,INC. ®®® Geotechnical Consultants ■® Project No. E244 November 27,2012 Mr. Scott Plautz 2135 S. Winchester Boulevard Campbell, CA 95008 Subject: Proposed Winchester Commercial Development 2135 &2145 S. Winchester Boulevard Campbell, CA Review of Plans Reference: 1) Geotechnical Investigation By:Terrasearch Inc. Dated: 30 June,2006 2) Geotechnical Update By: TMakdissy Consulting,Inc. Dated:2 November, 2012 3) Structural Plans; Foundation Plans, Standard Notes and Details, Sheets; S1.1, S1.2, S2.1, S2.2, S4-S7 By: BCA Structural Engineering,Inc. Dated: 11/06/2012 4) Grading and Drainage Plans Onsite; Sheets 1-6 Street Improvement Plans Offsite; Sheets: 1-6 By: Hanna Brunetti Civil Engineers,Land Surveyors Dated: 11/01/2012 Dear Mr. Plautz, As requested, and in accordance with your authorization, TMakdissy Consulting,Inc.,has reviewed the referenced Grading and Foundation plans,notes, and details for the subject Development. Based on our review, it is our opinion from a geotechnical point of view, that the proposed plans, notes, and details, are in general conformance with the referenced 1 & 2 geotechnical recommendations. 23 Las Colinas Lane,Suite 106,San Jose,CA 95119 j 408-227-8595 Office 1 408-227-1672 Fax f r r E 244 2135&2145 S.Winchester Boulevard/Campbeli 27 November 2012 The Soil Engineer should be notified to test and/or observe any grading and foundation activities. A minimum notice of 2 working days is required. Proper surface drainage must be provided as designed by the project Civil Engineer and maintained by the property owners at all times. Should you have any questions relating to the contents of this letter, please contact our office at your convenience. Very Truly Yours @aOFESS/p TMakdissy Consulting,Inc. U, r C.54348 George Mak ' sy,P.E. EkP.14�L-zc,�� Principal En eer sA9p Clvi�. ��P FOF CALIF O(i TMakdissy Consulting,Inc. Page 2 O� CA4I ,� �4" k U r 0 0 pRCHAR9. PUBLIC WORDS SUBMITTAL REQUIREMENTS City of Campbell Department of Public Works www.cityofcampbell.com --> Public Works -> Land Development A. ITEMS REQUIRED FOR PARCEL OR TRACT MAP SUBMITTAL: 1. Utility clearance letters from public utilities or copies of letter requests(see page 5 of item 7 below for sample) 2. Two(2)copies of the Preliminary Title Report(current within the last 6 months) 3. Two(2)copies of the Grant Deed(s)for the subject property(ies) 4. Two(2)copies of all referenced maps and documents used to prepare the Parcel or Tract Map(deeds,maps,etc.) 5. Map Plan Check Fee paid 6. Four(4)Sets of Parcel or Tract Map 7. Check List for Parcel Maps and Tract Maps 8. Two(2)copies of Closure/Area Calculations 9. Soils Report 10. Submittal appointment time scheduled with Public Works Project Engineer B. ITEMS REQUIRED FOR STREET IMPROVEMENT PLAN SUBMITTAL: 1. ✓ Preliminary Title Report(current within the last 6 months;proof of ownership may be substituted with City's approval.) 2. ✓ Encroachment Permit Application complete 3. ✓ Applicant signature and date on Encroachment Permit(front and back) 4. � Permit Application Fee paid 5. City Engineer's Estimate Completed and Submitted —1 6. Plan Check Deposit Paid(2%of Engineer's Estimate,$500 min)Receipt Number Z L� 7. ✓Four(4)Sets of Street Improvement Plans with City Standard Title sheet and standard border on all sheets. 8. ✓ Check List for Street Improvement Plans 9. ✓Submittal appointment time scheduled with Public Works Project Engineer C. ITEMS REQUIRED FOR GRADING&DRAINAGE PLAN SUBMITTAL: 1. ✓Four (4) Sets of Grading & Drainage plans (24" x 36" size sheets) submitted to the Public Works Department with City / Standard Title sheet and standard border on all sheets. 2. y Grading Plan Review Fee paid 3. ✓ Check List for On-Site Grading&Drainage 4. ✓/Soils Report 5. ✓Submittal appointment time scheduled with Public Works Project Engineer J:\FORMS\Templates\Land Development\Public Works Submittal Requirements rev.05/09 To: City of Campbell AUG o 12013 Attn: Michelle Quinney Public V,I From: 2145 South Winchester, LLC RE:Corporate Signature Authorization for 2145 South Winchester, LLC Dear Michelle Quinney, Per your request,following are the partners of the above mentioned LLC. Scott W. Plautz—Partne i 1 X Al- z Adatia-Partner X L Tina Plautz—Partner All partners have authorization to sign on behalf of the LLC. Please feel free to contact Scott or myself if you have any further questions. Sincerely, Tina Plautz—CFO, Partner 2145 South Winchester, LLC 'n 1 e r J. il,. Hats TG Santa Clara Tall outer C , eP mR�� anenonsno+ran.+eono,lon on ono..on meno+.onomnononvnon on en en ononanena.wnonenon ovovo.eun onpaenea vnoyr an aa � ,y dN t j a^FtIS -rnV-T=. made this 12th day of Septenbar®, 8, 19o4 betTean J, U, Dntta, of tho Goantr of Santa Clara, state of California, hereinafter known he the grnntar, and Santa Clara Palley Water ComprnJ., a Corporation orCsnl2ed and ezietine andez the lane of said State and having ita•prinaipal place of bnsineas to State Clara County, naid State, hereinafter TmcAn se tho grantoo, 11T;M7 SFTB: MT the•grsntor in consideration of the issuance and deliver; to him of a aertl- floats in doe and proper Jarvt and duly and regnlarly insned for fifteen shares of the capital s stock of the Cranteor the receipt whereof in hereby ar,DnonlsdSed and also the smn of one DOI- i Zar to him in hand'paid by the grantee, the receiptwhereof ie here ' hY aehnrmisdgad, does here- by grant, bargain, no!?, conweg and nonfirm unto said grantee, r_nd its san,(eoso7a and aaslgne 7 all and siarnlrr all rights,'awnerships and holdings-of every kind and character now hold and poeeoseed and owned by the grantor in and to the water ditch or ditches, Slnrres end agaedacts, e and Other waterways, nmr being in and upon the lande and premises Of the grant(= heralnaftar fn13y described and rormlmg a part of and constituting the Statlar. Water Ditch earrrimu the 3 waters of Los Gatos Creek through and over said-Ian" and premises and also all of t*a 223Rt,• j title and interest of the grantor in and to said Statler water ditch and a.11 of the water r1chte and claims awned, held and claimed by the mmera of and appmtensnr. to and 3e1oa83ag to said Statlar. hater Ditch in and to the waters of said Los Gatos Break„ whether•srlsMM Y from the filing of alaims for water rights and privileges nndsr the laws of sold State Of t California or from actual appropristion'snd diveraian.and nee all the wataca of Los Qatar Creak or Pram riparian proprietorship, therein and thereon and also all right, t1t1a ana interest. now Owned and posesseed and enjoyed by the granter in end to said Statler eats.. i ditch and the waters of-Lon Gataa Creek flowing in and to flow in the awne,daring waft-a Me every year snbssgnant to the ec eentlon sod delivery of this SmstrmnanG axnled ig out of the three following water allIna, to wit;- one dated Mrah lfith 16&7 made by A-3[, Qsa'to3r, W. YE. Statler„J. J.. Statler, F. -;nldo and 7. B, Dsres and recm•ded A.nrah 79tR IBM in Boo'.it,, mz LTtsoelSatneeccs.Resards, page (aa retards of said Santa Clure,L'onntg •and enatasr dated April nM 1899, made by S.n- Brace, T. D. Davos, E. & Lew'is,. J, J,SISTUr,Z,`a, 'r Rent, Frank Taldo, ,T, I[- sutler, Jacob Bahart, w. ii. 7oorhies, .P., 1. zmtbst, Jbs, b,.ZmurS• F. L. 4oarhias, a, H. Farr, Raaton P. Patterson, A, S. Thomaa, J- C. Day am'1.J, U°,*njMr, recorded dtpril 19t71 1988, is Book o of Atstrallaneaas reaorde, page bZ7 of sat8 4hmYtg.una ---' _ anots�er-Salad-Jirne_l,_190� made by G, S, Cooper, Frank V affo, Mira- M- Svhalz,S.,T'CrWrlb-,t i. A- Gaston, R. T. 3[emaedy, J. 74 Batts, UTS- 8. Ban'a Lewis., P. C. 6nre5.a and reoarded on Jane 7_ad 19M in Book 2 of Water CIaicna, pace al- Reaoxda Of said COIIntYs tagath+s witR a3,7.and sinenlar all rights, prlv3Segas an8 clasmsbelarei-ug or UjrzMtonVzrg tbareto, Aw=a Tteat Of Ae,o for the maintananae of Chu tUtah Rerainabove 2eleareS To npcar' aver.and.•across usta Iarsd awl=remises tam fast v1de,'be3ng Mv8 Test as mmit Qile aY"EBEy �1 ewftr IS=of sail ditaR s'e TRe:same is now thereoc, U-gr 13 WVM'MO �?t?} 8bt pa'e1��SY8s'�'•.�.n. Quill 8ftelt' IMU the Voter 7871itts of gale right of VW ST the 33s4rsU=of-94A• saa at.requiTed by it-sue tn•tTmt•ace to taRe aaml vas Tn=M VW ISid-Z mutsz �. +r r1g8t of,way sn zeaveBaP7 am-t and Inn sal tws MQtrxb¢Ca drr swat os,mid, aant:t=m sad ft typxt!ad to]MR-T&-*7 4%-n QertsU9Iam. urn aegar�tra.snrra�3•l-aY:taa•saa its.spg�u'�e�aaer••cerrf�:.�,�y+:�''.':��"P ��; ' ,' �' UUM.'—a -7.rUff"Va nit, a: ay, 1 � �,. S,,RiI B. `: s+��+ !�E �.:yzl... I f • r _ TM fbuawing is a pertlanSar deeartpEion of tite,lar emt lrrarglses herainalmTe referred to: ZjZ that certain pnrael of land Situate In the bounty Of Santa Glare, State i of OnUfornia, bonadnd and doaaribed as f011awa, to wit:- HF0I,4TiTW at the polat.of.lnterseation q the west 11=[e of the Smato Clara i and Santa Cruz Road with the Santh line of the Rinaon Road or Avo=,e; thence neat slarsg the Scnth Line of said Rincon Road or Avenue 34.?.1 Ohs- to the Easterly houndurr line • IJof the Rancho Rinconada de-boo Catoe; thence along said EaaterlV boundary line of chid I1 j; Rancho, S. 12` 15' F. 4.54 0/10 ohs. to 9 ste}:e; therms A. 3,9.27 ohs. to a stBie in tha is .lest line of the Santa Clara and Santa Cruz Rof%4; thence B. 0' 05' V, 4.46 6/10 char to .{ the plane of baginning- Containing 15 acres, 762. 16' East- IT being distinatly understood that the grantor Shall have the right daring the << enjoyment by the grantee of the rights and privileges hereinshore mentioned to have de- • g livered by the grantee from the craters of Said Los Gatos Creek flowiM. in said ditch or ditchen, agueducta or waterways, over, upon and aprons said lands and promisee, and as the same reach said premises, or thereafter when Styr other person to Whom said grrantnr shall have rel'_nguished his turn to the use of Said Water shall have finished using said water, one head of such watera, ar one hundred and fifty inches thereof, at the rate of twenty five cents per hour therefor and that the word "Grantor" as herein need is in- tended to include said grantor his heirs, aesigns, administrators, exeautora, and aneeeaa- ore in interest, and that the word "grantee" as herein need is intended to include the said grantee, its anrceasore and aastgne. Al it being diatinatly understood that the grantee Shall not at Barr time or in anymanner abridge, curtail, abandon or take away said Statler Water Ditch or sup of the waters of boa Gatos Creek plowing or to flow therein to the prejudice of or so as to diminish or impair or take away from the grantor or his land the volume of such water the grantor has heretofore had a legal'right to have supplied to the grantor. LT WITTE-33 WEMOF, said grantor has hereunto set his hand and seal the dap and year first above written. J. U. Butts, [Saalf aMTF OH 0"VORfiIA ) SO. On this 12th day of September lit the year one thousand ' •Gaffs � sxprrn c1aRb ) g ' nine hundred and four, before me, R. K. O*Nell, a NotrM.v Ysmli�s�_�a Far_ase—sBnrs—clam County, ras_diug therein, dnlg rsmrmaiasimasft end sworn, persanally appeared J. !L Butts known to'mS to he the person Whose name is anbecribed to i' the within iustrauseat find aaknnwledged to me that he exeduted L)ia same. I14 i SI'1'CE03 'KHERPOF, I have heranuto set nq hand sad.affixed my afficisl seal, at rev office in the said Goat." of Santa Clara, the der and gear in thin aertifiaats first i ;t Bbave written- . t" M716nw.SF.,W A.. R. O'1Pe 1I., Nat-7 P"Lw in and for ' '1 ea1:d Santa Clam Oaunty, State of GSTTfasnjB zTeaardad set tRe 76gU t apt F. ;a., lh<='bat. 32 j_ J). JIM.St 1€milt,past 4 � q• 6'rolve F.A . :s_� a�S"t7379r'.9'.�15ir3�,.15'J37�T$73dS.19.JSd3+T3J3733SJ3JStiT8JSy739T3a78T5JSJ9JS,T3�3T�9'a:tT97:��+�+IS+iSJ5+79.v A"�` �•:r�'a'j ..:Ff`,Z�'...,...1•�+K',�i •.�7�. ��:..r... Fa'f'9"�vim+- 'e`s%.^x.t�...', r'`��' '' . {' fix;r`'..r;' �.itL•:;L� ''1}��54J••: .. ... '1.?.... i CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT P.ROJ,ECTS --v Date: y 113 For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT < $250 K > $250 K $AMOUNT I. DEMOLITION/CLEARING 1. CLEARING&GRUBBING 1 LS $2,000.00 $!-599A9 $ 2,000.00 2. SAWCUT P.C.C./A.C.(UP TO 6") 400 LF $6.10 $4,I9 $ 2,440.00 3. P.C.C. REMOVAL 2666 SF $4.00 $3,A9 $ 10,664.00 4. CURB AND GUTTER REMOVAL 322 LF $7.05 $3.45 $ 2,270.10 5. MEDIAN REMOVAL SF $5.25 $2�" $ - 6. DEMOLISH EXISTING INLET/PLUG RCP'S EA $1,800.00 $ 2QQ,QQ $H. STORM DRAINAGE $ - 1. 12" R.C.P. (CLASS V) 30 LF $210.00 $18QrQQ $ 6,300.00 2. 15" R.C.P. (CLASS III) LF $225.00 $I P5 00 $ - 3. 18" R.C.P. (CLASS III) LF $240.00 $3I9-99 $ - 4. 24" R.C.P. (CLASS III) LF $260.00 $34Q,Q9 $ - 5. 30" R.C.P. (CLASS III) LF $280.00 =0 QQ $ - 6. T.V. INSPECTION(12") LF $1.25 $Q,39 $ - 7. STD. DRAINAGE INLET(C.C. DETAIL 5) EA $2,800.00 $3,3QQ,QQ $ - 8. FLAT GRATE INLET(C.C. DETAIL 6) EA $1,620.00 e,,-,Q�nn $ - 9. STD MANHOLE(C.S.J. DETAIL D-11) EA $5,000.00 $4,QQQ,QQ $ - 10. STD MANHOLE(C.S.J. DETAIL D-12) EA $6,500.00 $6,QQQ,QQ $ - 11. BREAK AND ENTER M.H./D.I. 1 EA $1,000.00 u2s 00 $ 1,000.00 III. CONCRETE IMPROVEMENTS $ - 1. SIDEWALK 2395 SF $12.00 4" $ 28,740.00 2. DRIVEWAY APPROACH 672 SF $14.00 =QQ $ 9,408.00 3. CURB AND GUTTER 266 LF $45.00 $35 00 $ 11,970.00 4. VALLEY GUTTER SF $20.00 W 00 $ - 5. CURB RAMP 2 EA $1,800.00 $1,5=99 $ 3,600.00 6. TYPE B-1 CURB LF $34.00 $39,00 $ - 7. TYPE Al-B3 CURB LF $20.00 $1� QQ $ - 8. COBBLESTONE MEDIAN SURFACE SF $20.00 Q,� $ - 9. P.C.C. DRIVEWAY CONFORM SF $8.20 $--39 $ - 10. A.C. DRIVEWAY CONFORM SF $5.25 $4,49 $ - W. PAVEMENT $ - 1. ASPHALT DIGOUT AND REPLACE CF $5.80 $4r19 $ - 2. PAVEMENT WEDGE CUT(6') LF $5.00 $21" $ - 3. PAVEMENT GRINDING 324 SF $0.95 $Q,63 $ 307.80 4. PAVEMENT FABRIC(PETROTECH) SY $2.30 $2-A $ - 5. ASPHALT CONCRETE(TYPE A) 104.6 T $210.00 $150TQ9 $ 21,966.00 6. CLASS 1 BEDDING T $80.00 $4QA9 $ - 7. SLURRY SEAL(TYPE II) SF $0.25 4412Q $ - 8 AC REMOVAL(4" DEPTH) 1341 CF $14.00 $12 00 $ 18,774.00 V. TRAFFIC SIGNALS/LIGHTS $ - 1. DETECTOR LOOP(6' ROUND) EA $520.00 $347 00 $ - 2. DETECTOR LOOP(6' x 30') EA $752.50 $626,36 $ - 3. DETECTOR LOOP(6' x 50') EA $1,042.00 S26R 20 $ - 4. ELECTROLIER EA $4,000.00 $3,59Q,QQ $ - 5. 1 1/2" RIGID CONDUIT LF $10.40 $8,.20 $ - J:\LandDev\Form\SI\EngEst Page 1 Of 3 Y Y CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ENGINEER SIESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT < $250 K > $250 K $AMOUNT 6. 2" RIGID TRAFFIC SIGNAL CONDUIT 100 LF $19.70 $15.45 $ 1,970.00 7. CONDUCTOR 300 LF $0.85 $Q," $ 255.00 8. PULL BOX(NO. 3 1/2) 3 EA $347.00 =8TQQ $ 1,041.00 9. TRAFFIC SIGNAL PULL BOX(NO. 5) EA $463.00 $405,25 $ - 10. PULL ROPE 500 LF $0.57 $9 5; $ 285.00 11 Traffic Control Cabinet/Meter Relocation 1 LS $30,000.00 $ 30,000.00 VI. STRIPING AND SIGNS $ - 1. REMOVE PVMT. MARKINGS (PAINT) SF $2.65 $I,60 $ - 2. REMOVE PVMT. MARKINGS (THERMO) SF $3.70 $ 4Q $ - 3. REMOVE PVMT STRIPING LF $1.50 $1_9Q $ - 4. STRIPING DETAIL 9 LF $3.00 $3,QQ $ - 5. STRIPING DETAIL 22 100 LF $3.00 $0-= $ 300.00 6. STRIPING DETAIL 29 LF $4.00 $" $ - 7. STRIPING DETAIL 32 LF $4.00 $" $ - 8. STRIPING DETAIL 37 (THERMO) SF $5.00 $9-54 $ - 9. STRIPING DETAIL 38 (THERMO) SF $5.00 4" $ - 10. STRIPING DETAIL 39 LF $5.00 43r90 $ - It. LIMIT LINE LF $6.00 $4,5Q $ - 12. CROSSWALK, 12" WHITE 100 LF $6.00 44,5Q $ 600.00 13. PAVEMENT MARKINGS (PAINT) SF $3.25 $3,59 $ - 14. PAVEMENT MARKINGS (THERMO) 50 SF $6.60 $5,05 $ 330.00 15. PAVEMENT MARKER(NON-REFL.) EA $5.20 4 Q $ - 16. PAVEMENT MARKER(REFLECTIVE) EA $6.95 $4-7-5 $ - 17. TYPE K MARKER EA $109.50 = 4 $ - 18. TYPE N MARKER EA $109.50 sw 50 $ - 19. SALVAGE ROAD SIGN EA $99.00 $8:7 25 $ - 20. RELOCATE ROAD SIGN(W81 ON NEW POST) EA $115.75 $ q,9Q $ - 21. INST. RD. SIGN ON EXIST. POLE EA $231.55 sl a 50 $ - 22. ROAD SIGN WITH POST EA $347.30 $3�7 25 $ - 23. INSTALL 1226S SIGN WITH POST EA $350.00 $353z 6o $ - 24. STANDARD BARRICADE LF $19.50 $35 75 $ - VII. LANDSCAPING $ - 1. IRRIGATION, PLANTING WORK 230 SF $8.00 $-3 $ 1,840.00 2. PRUNE TREE ROOTS EA $147.35 $115 :;5 $ - 3. TREE REMOVAL EA $684.10 $536.25 $ 4. ROOT BARRIER(12") LF $21.05 $IQ,SQ $ - 5. ROOT BARRIER(18") LF $26.30 $45rso $ - 6. STREET TREE 6 EA $447.30 $343 Q5 $ 2,683.80 7. STREET TREE(36" BOX) EA $710.40 $589,40 $ - 8. TOP SOIL BACKFILL CY $26.30 = 6o $ - 9. IRRIGATION LS $1,368.25 =040 $ - 10 TREE GRATES 6 EA $200.00 $1RQ,00 $ 1,200.00 11 STRUCTURAL SOIL 67.5 T $125.00 $1QQ,QQ $ 8,437.50 VIII. MISCELLANEOUS $ - 1. PEDESTRIAN BARRIER LF $86.85 $645 $ - 2. CHAIN LINK FENCE(6') LF $17.35 $ - J:\LandDev\Form\SI\EngEst Page 2 of 3 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS j Date: For File No(s): Site Address: 2145 Winchester ENC. No. 2012-00164 ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT < $250 K > $250 K $AMOUNT 3. RAISE MISC. BOX TO GRADE EA $315.75 :p l o 50 $ - 4. RAISE MANHOLE TO GRADE EA $421.00 Q'� $ - 5. INSTALL MONUMENT BOX EA $1,500.00 ww QQ $ - 6. MEDIAN BACKFILL CY $22.10 $49,78 $ - SUBTOTAL $ 168,382.20 PREPARED BY: 10%MOBILIZATION, CONSTRUCTION TRAFFIC CONTROL/PHASING, REVIEWED BY: CONSTRUCTION STAKING CONSTRUCTION TESTING $ 16,838.22 APPROVED BY: 10% CONTINGENCY $ 16,838.22 10% SECURITY ENFORCEMENT $ 16,838.22 TOTAL FAITHFUL PERFORMANCE SECURITY $ 218,896.86 USE THIS AMOUNT FOR SECURITY $ 219,000.00 J:\LandDev\Form\SI\EngEst Page 3 of 3 CITY OF CAMPBELL PUBLIC WORKS.DEPARTMENT ENGINEERING DIVISION Revised 3/06 ENGINEER'S ESTIMATE FOR l'AND,DEVELOPMENT4PROJECTS Date: For File No(s): Site Address: ENC. No. ITEM . . - UNIT PRICES FOR PROJECT AMOUNT NO. - - DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT I.DEMOLITION/CLEARING 1. CLEARING&GRUBBING LS $2,000.00 .$11500.00 2. SAWCUT P.C.C./A.C.(UP TO 6") LF $6.10 $4.10 3. P.C.C.REMOVAL SF $4.00 $3.00 4. CURB AND GUTTER REMOVAL LF $7.05 $3.45 5. MEDIAN REMOVAL SF $5.25 $2.65 6. DEMOLISH EXISTING INLET/PLUG RCP's EA $1,800.00 $1,200.00 H.STORM DRAINAGE L. 12"R.C.P.(CLASS V) LF $210.00 $180.00 ' 2. 15 R.C:P.(CLASS III) LF $225.00 $195.00 3. 18"R.C.P.(CLASS III) LF $240.00 $210.00 -4. 24"R.C.P.(CLASS III) LF $260.00 $240.00 5. 30"R.C.P.(CLASS III) IF $280.00 $260.00 6. T.V.INSPECTION(12") LF, $1.25 $6.80 7. STD.DRAINAGE INLET(C.C.DETAIL 5) EA $2,800.00 $2,300.00 8. FLAT GRATE INLET.(C.C.DETAIL 6) EA $1,620.00 $1,275.00 9. STD MANHOLE(C.S.J.DETAIL D-11) EA $5,000.00 $4,000.00 10. STD MANHOLE(C.S.J.DETAIL D-12) - EA $6,500.00 $6,000.00 11. BREAK AND ENTER M.H./D.I. EA $1,000.00 $835.00 HI.CONCRETE IMPROVEMENTS 1. SIDEWALK SF $12.00 .$8.00 2. DRIVEWAY APPROACH SF $14.00 $10.00 3. CURB AND GUTTER LF $45.00 $35.00 , VALLEY GUTTER SF $20.00 $15.60 S. CURB RAMP EA $1,800.00 $1,500.00 6. TYPE B-1 CURB LF $34.00 $29.00 7. TYPE Al-B3 CURB LF $20.00 $17.00 8. COBBLESTONE MEDIAN SURFACE SF $20.00 $15.00 9. P.C.C.DRIVEWAY CONFORM SF $8.20 $6.30 10. A.C.DRIVEWAY CONFORM SF $5.25 $4.40 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 1 of 4 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 ENGINEER'S;ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: For File No(s): Site Address: ENC. No. JTFM UNIT PRICES FOR PROJECT AMOUNT NO. DESCRHMON QTY UNIT <$250 K >$250 K $AMOUNT IV.PAVEMENT 1. ASPHALT DIGOUT AND REPLACE CF $5.80 $4.10 2. PAVEMENT WEDGE CUT(6) LF $5.00 $2.65 3. PAVEMENT GRINDING SF $0.95 $0.63 4. PAVEMENT FABRIC(PETROTECH) SY $2.30 $2.10 (, 5. ASPHALT CONCRETE(TYPE A) T $210.00 $150.00 6. AGGREGATE BASE(CLASS 2) T $80.00 $40.00 7. SLURRY SEAL(TYPE In SF $0.25 $0.20 8 AC REMOVAIJOFFHAUUDISPOSAL + CF $14.00 $12.00 V.TRAFFIC SIGNALS/LIGHTS 1. DETECTOR LOOP(6'ROUND) EA $520.00 $347.00 2. DETECTOR LOOP(6'x 30) EA $752.50 $626.25 3. DETECTOR LOOP(6'x 50) EA $1,042.00 $868.30 4. ELECTROLiER EA $4,000.00 $3,500.00 5. 1 1/2"RIGID CONDUIT LF $10.40 $8.20 6. 2"RIGID TRAFFIC SIGNAL CONDUIT LF $19.70 $15.05 7. CONDUCTOR LF $0.85 $0.65 8. PULL BOX(NO.3 1/2) EA $347.00 $278.00 9. TRAFFIC SIGNAL PULL BOX(NO.5) EA $463.00 $405.25 10. PULL ROPE LF $0.57 $0.57 VI.STRIPING AND SIGNS 1. REMOVE PVMT.MARKINGS(PAINT) SF $2.65 $1.60 2. REMOVE PVMT.MARKINGS(THERMO) SF $3.70 $3.40 3. REMOVE PVMT STRIPING LF $1.50 $1.00 4. STRIPING DETAIL 9 LF $3.00 $2.00 5. STRIPING DETAIL 22 LF $3.00 $2.00 6. STRIPING DETAIL 29 LF $4.00 $3.00 7. STRIPING DETAIL 32 n LF $4.00 $3.00 8. STRIPING DETAIL 37(THERMO) SF $5.00 $3.50 9. STRIPING DETAIL 38(THERMO) SF $5.00 $3.50 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 2 of 4 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 ENGINEER'S ESTIMATE FOR LAND DEVELOPMENT PROJECTS Date: For File No(s): Site Address: ENC. No. ITEM UNIT PRICES FOR PROJECT AMOUNT NO. DESCREMON QTY UNIT <$250 K >$250 K $AMOUNT 10. STRIPING DETAIL 39 LF $5.00 $3.00 11. LIMIT LINE LF $6.00 $4.50 12. CROSSWALK,12"WHITE LF $6.00 $4.50 13. PAVEMENT MARKINGS(PAINT) SF $3.25 $2.50 14. PAVEMENT MARKINGS(THERMO) SF $6.60 $5.05 15. PAVEMENT MARKER(NON-REFL.) EA $5.20 $3.50 16. _ PAVEMENT MARKER(REFLECTIVE) EA $6.95 $4.75 17. TYPE K MARKER EA $109.50 $92.50 18. TYPE N MARKER EA $109.50 $92.50 19. SALVAGE ROAD SIGN EA $99.00 $87.35 20. RELOCATE ROAD SIGN(W81 ON NEW POST) EA $115.75 $99.00 21. INST.RD.SIGN ON EXIST.POLE EA $231.55 $168.50 22. ROAD SIGN WITH POST EA $347.30 $277.85 23. INSTALL 1226S SIGN WITH POST EA $350.00 $252.60 24. STANDARD BARRICADE LF $19.50 $15.75 VII.LANDSCAPING 1. IRRIGATION,PLANTING WORK SF $8.00 $7.35 2. PRUNE TREE ROOTS EA $147.35 $115.75 3. TREE REMOVAL EA $684.10 $526.25 4. ROOT BARRIER(12") LF $21.05 $10.50 5. ROOT BARRIER(18") LF $26.30 $15.80 6. STREET TREE EA $447.30 $342.05 7. STREET TREE(36"BOX) EA $710.40 $589.40 8. TOP SOIL BACKFILL CY $26.30 $22.60 9. IRRIGATION LS $1,368.25 $710.40 . VHI.MISCELLANEOUS 1. PEDESTRIAN BARRIER LF $86.85 $69.45 2. CHAIN LINK FENCE(6) LF $17.35 $13.70 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 3 of 4 I CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Revised 3/08 -ENGINEER'S.ESTIMATE FOR LAND.DEVELOPMENT PROJECTS Date: For File No(s): —ml Site Address: ENC. No. ITEM UNIT PRICFS FOR PROJECT AMOUNT NO. DESCRIPTION QTY UNIT <$250 K >$250 K $AMOUNT 3. RAISE MISC.BOX TO GRADE IBM EA $315.75 $210.50 4. RAISE MANHOLE TO GRADE EA $421.00 $364.45 5. INSTALL MONUMENT BOX EA $1,500.00 $900.00 6. IMEDIAN BACKFILL CY 1 $22.10 $19.70 �� /� SUBTOTAL PREPARED BY: r'a" d+ _ , /'J I 10%MOBILIZATION,CONSTRUCTION TRAFFIC CONTROUPHASING, REVIEWED BY: CONSTRUCTION STAKING, CONSTRUCTION TESTING APPROVED BY: 10%CONTINGENCY 10%SECURITY ENFORCEMENT TOTAL FAITHFUL PERFORMANCE SECURITY USE THIS AMOUNT FOR SECURITY �v� 0 J:\FORMS\Templates\Land Development\Street Improvements\EngEst(Rev.03/08) Page 4 of 4 e y e a ease Name 1 5 SOUTH WINC;HESTEF CLt- Updated 11212013 BB � ce�eral i Address 2,11 'WINCI ESTEF BL4 E} Descnpt�on ivlas#erg# BLD2013 00004 IPro�ect _ euddiny GRADING AND SITE DRAINAGE FOR NEW COMMERCIAL BUILDING � Elech�ical I' ! Plurr�k�inq, Bu�ldmg Ele t� C P rid 11 Fermat w A Received 1f1013 lumb�mq Mechanical:Re roofing � � �� = Issued -� Mechanical40 � r � Tyke of�l4farlr Grading & Site Improvements F�naled ' Re Roofing E" istlncU UseGommercial F'raposedUse ? Type of Coast ype V B Ualuatian $ t7ecn Cori Occ � � t �laluatiorr $ Census Cat Hai Mat I Fire Sprinklers V v � N I 0 0 0 0 i' Asw�'NA S�• B ; ' -� � � jA1P1r"Ir �I �J �J J �J J E J Civil Engineers - Land Surveyors - Construction Managers Established 1910 Walter J.Hanna,Jr.P.E.,L.S. Arnold Brunetti,P.E. LETTER OF TRAHSMITAL DATE 4/29/13 JOB NO.11038 TO:City of Campbell ATTENTION: Ed Arango 70 N First St RE: 2145 Winchester Blvd, Campbell Campbell, CA 95008 WE ARE SENDING YOU ❑Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 3 6 On-Site Grading and drainage Plans 3 6 Off Site Improvement Plans& Signal Plans 1 6 On-Site Redlines 1 6 Off-Site Redlines APR 2 9 20 . � I s Administraioi� THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑Approved as noted ❑ Submit copies for distribution ❑As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: �, Q SIGNED: C� IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE 7651 Eigleberry Street Phone: 408-842-2173 Gilroy, CA 95020-5122 Fax: 408-842-3662 E-Mail: office@hannabrunetti.com of•caMAe tip• �^ u 0 0 •�RCtW-0 City of Campbell--Community Development Department 70 N.First Street,Campbell,CA 95008 MEMORANDUM To: Ed Arango,Associate Engineer Date:May 9,2013 From: Steve Prosser, Associate Planner , Subject: Grading,Drainage &Utility Plans-2145 Winchester Blvd. The Planning Division has reviewed the above referenced revised Grading, Drainage, and Utility plan submitted to the Public Works Division on April 29, 2013 and received by the Planning Division on May 9,2013. The following revisions and/or additional details need to be addressed prior to Planning Division clearance: Grading&Drainage and Utility Plans 1. Mechanical Equipment within the Public Right-of-Way: The grading, drainage, and utility plans continue-to show above ground mechanical equipment still within the public right- of-way. Please note on all plan sheets that the existing equipment within the public right- of-way shall be relocated onto private property along the Rincon Avenue frontage. 2. Backflow Preventers: Confirm with the Fire Department that the proposed location of the backflow preventers within the landscape area at the southwest corner of structure is acceptable. If the Fire Department does not approve this location, the backflow preventers shall be located, per the approved Planning Division plans, at the northwest corner of the structure . along the Rincon Avenue frontage. Locating any of the above ground equipment along the Winchester Boulevard frontage is prohibited. 3. Fire Department Riser: Confirm that the Fire Department Riser will be recessed into the building wall. The proposed location, if not recessed, conflicts with a required path of travel and requires repositioning. cc: .Paul Kermoyan,Community Development Director pV- C4�A� °RCHAO CITY of CAMPBELL Community Development Department April 24", 2014 Scott Plautz 2145 South Winchester LLC. 17066 Melody Ln. Los Gatos, CA. 95033 Re: File No: PLN2011 —218 /BLD2012— 1019/ENC2012-164 Address: 2135—2145 S. Winchester Boulevard. Dear Scott, You had requested information on the outstanding site improvements and inspections required for your project at 2135-2145 S. Winchester Boulevard. Planning: Staff conducted an inspection of the site on April 22' , 2014, and found that the site was in substantial conformance with the approved Exterior Elevations and the approved Site Plan and Floor Plan, dated April 2na, 2012;and the approved Preliminary Landscape Plan dated December 15th, 2012. There were a number of deviations from the originally approved plans described below: Exterior Elevations: • The canopies, on the east and west fagades, are black instead of the approved black and white striped. • The roof access ladder, on the south fagade, has a large cage around the bottom half it, instead of the ladder depicted in the elevation. • The doors that opened on to the corner of Winchester and Rincon have been replaced by windows. Site Plan and Floor Plan: • There was a skylight that was to be installed over the breezeway. • The garbage enclosure was moved further east into the parking lot, to allow for the construction of utility boxes on site. • The sidewalk along the west and southwest side of tenant space 91 was removed and replaced with landscaping. 70 North First Street Campbell, California 95008-1436 TEL 408.866.2140 • FAX 408.871.5140 • TDD 408.866.2790 / ,0 i00%RECYCLED PAPER PLN2011-218/BLD 2012-1019-2135-2145 S.Winchester Boulevard Page 2 of 3 • The planting beds along Winchester Boulevard were replaced with planters. • The street trees along Winchester Boulevard were shifted to the south. • Planting beds adjacent to Rincon Avenue in the public right-of way were replaced with sidewalk. Preliminary Landscape Plan: • The evergreen tree buffer and the flowering vines along the northern property line were removed. • The Hawthorn scrubs between the parking lot and Rincon Avenue were removed. All of these changes to the approve Plan Commission Plans were approved by the project planner and were constructed in accordance to the approved building permit plans. Additionally, in accordance to the memorandum dated March 7th, 2014, (see attachment #1) the "greenscreen" is will not be required to be installed. Also, the memo mentions the installation of a screening along Winchester Boulevard. The installed screening has been reviewed and accepted as installed(see attachment#2). Prior to the Planning Department approving the site improvements, the following items need to be completed: 1. The bike racks and bike lockers need to be installed. 2. The parking lot needs to be paved. 3. The trash enclosure needs to be painted to match the building. 4. A reinspection of the landscaping will need to be conducted, after the parking lot is paved, to ensure compliance with the approved building plans. Building: The Building Department records indicate that the following inspections are required to complete the shell of the building: 1. Final Electrical Inspection. 2. Final Plumbing Inspection. 3. Final Building Inspection. Public Works: The Public Works department has the following items that need to be addressed before the project can be finalized: 1. Conform grind AC edge along Rincon side of new curb/gutter. Grind must be parallel with the gutter pan. Width of the grind shall be the distance from the edge of the gutter pan to the section of AC damaged by the construction work. 2. Mill grind and pave the sanitary sewer trench to conform to Detail 7 Trench Restoration— Method A. 3. Restore crosswalk markings and turn legends that are disturbed by paving operations. 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•E-MAILplanning@cityofcampbell.com PLN2011-218/BLD 2012-1019—2135—2145 S.Winchester Boulevard Page 3 of 3 4. Restore lid for PGE 47 vault on Winchester. The N/E corner has been lifted and damaged by construction. 5. Replace damaged City of Campbell traffic lid at the corner of the Rincon/Winchester. Lid should read"Campbell Traffic Signal". 6. Clean off all utility lids of concrete/debris embedment in the hold down recesses and lifting eyes,which includes ATT, PGE and Comcast lids. Further deficiencies will be added once lids are clean and box is accessible. 7. Clean off concrete splatter from traffic controller cabinet. 8. Reconnect telecommunication conduit between concrete base coupling and junction box located on the left side of the traffic controller cabinet. 9. Install missing lid on electrical pullbox on the Rincon side. Lid should read"Campbell Electrical". 10. Adjust tree grate lids such that they do not rock and are flush with the sidewalk grade. 11. Install the small tree grate covers missing from the main cover and secure all covers. 12. Reinstall existing sign on Winchester Blvd. per Sheet 3 of 8 and Note 3. 13. Remove metal decorative fence placed in City Right of Way on Winchester Blvd. next to the private water meters. Replace the damaged sidewalk panels with new sidewalk panels. 14. Clean all sidewalk, street and curb/gutter frontage. 15. Submit"RECORD DRAWINGS" as corrected and stamped. 16. Maintenance Agreement for pervious pavement Fire: 1. Final approval by the Fire Department. If you should have any questions, please feel free to contact me at (408) 866-2124 or by email at ricks@cityofcampbell.com. Sincere Richard Smeaton, AICP Project Planner cc: Paul Kermoyan, Cormnunity Development Director Aki Honda Snelling,Planning Manager Bill Bruckart Building Commissioner k sT� a rson lric ` corlcs�D,e�m" 7 ems- Doug Harding, Santa Clara County Fire Department 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•F-MAIL planning@cityofcampbell.com of•CA,11 MEMORANDUM � �r e • Community Development Department 04CH"V Planning Division To: Scott Plautz Date: March 7, 2014 From: Aki Snelling, Planning Manager Subject: Landscaping &Utility Screening at 2145 S. Winchester Blvd. File No.: PLN2011 —218, 2135-2145 S. Winchester Blvd. This memo is to memorialize our conversation on March 6t", 2014, at the project site to discuss options to screen the above ground utilities located at the southeast end of the property at 2135- 2145 S. Winchester Blvd. As mentioned, staff is concerned about the visibility of these utilities along Winchester Blvd. The following are items agreed upon during our meeting: 1) .A 36 inch tall black powder coated mesh screen will be installed to conceal the backflow pipes and FDC. The black powder coating will need to match the black canopy and be installed in an"L" configuration that attaches to the building and ground. Prior to installation you will provide the design of the screening to the Community Development Department for review and approval. 2) The banding around the storefront windows along Winchester Blvd. and the side of the buildings shall be painted to match the darker colored banding along the parapet of the building. 3) If the banding around the storefront windows is painted (per comment#2) then you will not be required to install the tubular"greenscreen" steel trellis along the southern fagade of the building. cc: Paul Kermoyan, Community Development Director J:\Correspondence\2014\PLN2011-218—2145 S Winchester Blvd-LS&Utility Screening.doc 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•E-MAIL planning@cityofcampbell.com .t •- a ., ,,, 2 �. L F c f�•' a d8,�� ,. i �r - R.�i f ti;, r wiz }�•.: IlI1 ,I �-lit k 1 71 1 4. tta � `. aafl I��ii�l �� ,e. ego 8122241352 9f °Tiara Account Receipt/Disclosure Banker Name: Officer/Portfolio Number: Date: RADHI�A SRINIVASAN IA1153 105/12/2014 Banker Phone: Store Number: BankerALI: Banker MAC: 408/370-4570 04306 10000502 A0512-011 Customer/Account Information Primary Customer Name: Customer Number(ECN): 12145 SOUTH WINCHESTER, LLC 1556398622245214 COID: Product: Account Number: Open Date: Term: Maturity Date: 100114 ICDA 18122241352 105/12/2014 112 months 105/12/2015 Time Account Opening Deposit: Interest Rate: Annual Percentage Yield: Fixed Rate: Variable Rate: Renewal Term: ;$47, 000.00 0.05%— i 0.05% IYes (No 112 months Interest will be paid: The method of payment will be: EVERY 01 MONTHS AND AT WITHDRAWAL IBY ADDING TO PRINCIPAL o Renewability: ',YOU WILL AUTOMATICALLY RENEW MY TIME ACCOUNT AT MATURITY UNLESS I NOTIFY YOU OTHERWISE w zN Account Title and Mailing Information U Customer(s)Listed on Account Mailing Address: 12145 SOUTH WINCHESTER, LLC 17066 MELODY LN Address Line 2: I City: State: LOS GATOS ICA -._. ._.._._....._._..... - ..__.__,..- ---------- - --- --...--- -- ------- - --- - -.... ZIP/Postal Code: Country: 95033.-8406 —_ US — This is a receipt. It need not be presented at the time you obtain payment from the Bank. Page 1 of 1 W60168(5-11 SVP) `1 KealQuest.com V - Keport 1 .y \i [property DetaH Report For Property Located At : CoreLoaic�r 2135 WINCHESTER BLVD, CAMPBELL, CA 95008 RealQ est Professional I Owner Information Owner Name: 2145 SOUTH WINCHESTER LLC/SCOTT PLAUTZ Mailing Address: 17066 MELODY LN,LOS GATOS CA 96033-8406 R006 Vesting Codes: 11 CO I � Location Information Legal Description: LOT A County: SANTA CLARA,CA APN: 305-33-100 Census Tract/Block: 5065.03/2 Alternate APN: Township-Range-Sect: Subdivision: Legal Book/Page: Map Reference: /853-E6 Legal Lot: A Tract#: Legal Block: School District: CAMPBELL UN Market Area: Munic/Township: Neighbor Code: � I Owner Transfer Information i Recording/Sale Date: / Deed Type: Sale Price: 1 st Mtg Document#: Document M Last Market Sale Information Recording/Sale Date: 09/19/2011/09/12/2011 1st Mtg Amount/Type: / I Sale Price: $775,000 1st Mtg Int.Rate/Type: / Sale Type: FULL 1 st Mtg Document#: l Document#: 21326223 2nd Mtg Amount/Type: Deed Type: GRANT DEED 2nd Mtg Int.Rate/Type: / Transfer Document#: Price Per SgFt;- $1,037.48 New Construction: Multi/Split Sale: Title Company: FIDELITY NATIONAL TITLE INSURA, Lender: Seller Name: LEXOR INVESTMENTS INC I Prior Sale Information Prior Rec/Sale Date: 07/01/2004/06/24/2004 Prior Lender: PRIVATE INDIVIDUAL i Prior Sale Price: Prior 1 st Mtg Amt/Type: $863,000 I PRIVATE PARTY Prior Doc Number: 17879932 Prior 1st Mtg Rate(Type: I FIX Prior Deed Type: GRANT DEED Property Characteristics I Year Built/Eff: 1955/1955 Total Rooms/Offices Garage Area: Gross Area: 747 Total Restrooms: Garage Capacity: Building Area: 747 Roof Type: Parking Spaces: Tot Adj Area: Roof Material: Heat Type: Above Grade: Construction: WOOD Air Cord: NONE #of Stories: 1.00 Foundation: Pool: Other Improvements: Exteriorwall: Quality: AVERAGE Basement Area: Condition: AVERAGE j Site Information I Zoning: P-D Acres: 0.39 County Use: BUSINESS(DRIVE-IN)(58) j Lot Area: 17,100 Lot Width/Depth: x State Use: COMMERCIAL Land Use: BUILDING Commercial Units: Water Type: Site Influence: Sewer Type: Building Class: I Tax Information Total Value: $775,000 Assessed Year: 2012 Property Tax: $9,832.12 Land Value: $775,000 Improved%: Tax Area: 10005 Improvement Value: Tax Year: 2012 Tax Exemption: Total Taxable Value: $775,000 http://pro.realquest.com/j sp/report.j sp?&client=&action=confirm&type=getreport&recordn... 7/12/2013 y >._. Pages:: 2 RECORDING REQUESTED BY: DOCUMENT: 2134oc�3 Pag 18 00 Fidelity National Title Comnany Fees Escrow No.: 11-10202n Taxes 852 5e Title Locate o: CA 02833-09a3-0001-0001020283 e Copies. 870 50 When Recorded Mail Document RDE # 014 and Tax Statement To: REG l NA ALCOMENDRAS g�1 g/20 I 1 2145 S Winchester SANTA CLARA COUNTY RECORDER 17066 Melody Lane 8:00 AM Recorded at the request of Los Gatos, CA 95033 - Fidelity National Title Ins- APN: 305-33-100 SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED The undersigned grantor(s)dedare(s) Documentary transfer tax is$852.50 William F Hirschman [ X ] computed on full value of property conveyed,or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ J Unincorporated Area City of Campbell, FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, Lexor Investments,Inc., a Corporation hereby GRANT(S)to 2145 South Winchester, LLC , a California Limited Liability Company 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: September 12,2011 State of California ) Lexor Investments, Inc. County of i yr1 t; cy-9`2c ) By:iWl� On la�` X� �o�� before me, William F Hirschman,President Notary Public (here insert name and title of the officer),personally appeared L who proved to me on the basis of satisfactory evidence to be the person(s) is/are subscribed to the within A.S.MILLER P s( ) whose name(s) i COMM.81ffi30381 z instrument and acknowledged to me that he/she/they executed the Notary Public-Catifornia o same in his/her/their authorized capacity(ies), and that by Santa Clara County V his/her/their signature(s)on the Instrument the person(s),or the Comm. ices ts.220 42 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. WITNESS my h d-end'Cffta seal. Signatur (Seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE FD-213(Rev 12/07) GRANT DEED (grantsc)(06-09) Escrow No.: 11-1020283- Locate No.: CAFNT0943-0943-0001-0001020283 Title No.: 11-1020283 EXHIBIT."A" 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: Parcel A,of the Parcel Map filed for record on June 27,2007 in Recorder's Office of Santa Clara County,State of California, in Book 815 of Maps, Pages 38 and 39. APN: 305-33-100 /� ;�� 1 rJ 1 rJ I Civil Engineers - Land Surveyors - Construction Managers Established 1910 Walter J.Hanna,Jr.P.E.,L.S. Arnold Brunetti,P.E. LETTER OF TRAHSMITAL SEP 0 4 2013 Public Works Administration DATE 9/4/13 JOB NO.11038 ity of Campbell ATTENTION: Lisa Peterson TO:C 70 N ity RE: 2145 Winchester Blvd, Campbell Campbell, CA 95008 WE ARE SENDING YOU ❑Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 1 10 Offsite improvement plan Mylars THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑Approved as noted ❑ Submit copies for distribution ❑As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: SIGNED: IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE I I 7651 Eigleberry Street Phone: 408-842-2173 Gilroy, CA 95020-5122 Fax: 408-842-3662 E-Mail: office@hannabrunetti.com a 0 F C A�1 Lisa Petersen, P.E. �& Ad'� City of Campbell �. 70 North First Street 0 r Campbell, CA 95008 Phone: (408) 866-2190 Fax: (408) 376-0958 ok H AR9 E-Mail: Iisap@cityofcampbell.com Transmittal To: Amanda Wilson Date: July 3, 2013 Company: Hanna &Brunetti Address: 7651 Eigleberry Street Gilroy, CA 95020-5122 Re: 2145 Winchester Blvd. -Public Works Comments ❑ Urgent Q For Review ❑ Please Comment Q Please Reply ❑ Please Recycle • Enclosures: 1. CSG Plan Check#2 Comments 2. Redlined Plat and Legal from CSG • Comments: Amanda, Public Works' comments for your review. Please submit the redlined plans with your revised plans. Please contact me if you have any questions or comments. Thank you. cc: Scott Plautz -2145 Winchester LLC 17066 Melody Lane Los Gatos, CA 95033 J:\LandDe\APlan Check Comments\Winchester 2145,2012 Project7ransmittal to Hanna Brunetti Plat and Legal PC 2.doc 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: 2145 Winchester Blvd. PROJECT DESCRIPTION: Public Service Easement, PC#2 DATE: July 2, 2013 BY: James K O'Connell and Fredric V. Allen, P.E. (650) 522-2500 NOTE Upon re-submittal of these plans, please include a copy of these comments, redlines, and the corresponding response to each item. Failure to provide this may hold up the plan-checking process. Please also note that submission of these comments does not constitute acceptance of any portion of this legal description and plat. COMMENTS General 1. With next submittal, provide a copy of the following: a. A current copy of the preliminary title report dated within the last 90 days showing the ownership of both parcels. b. All easements listed in the schedule B encumbrances of the preliminary title report. Note that the Plat and Legal cannot be approved until the above mentioned documents have been reviewed Legal Description 2. Include the Address of the Property in the Title 3. Revise the Legal as shown on the Redlined set. Plat 4. Include the Address of the Property in the Title 5. Provide the Bearing on the Basis of Bearings Line. 6. Provide a label for E. Rincon Avenue. (END OF COMMENTS) Iof1 Basis Of Bearings — S�� ,,E Centerline — --� W. I�INCON AVENUE 6- �z�� w V1;JUL(f, (A PUBLIC STREET 60 FEET 'HIDE) S89'53'00"E 90.08' 0 �• Cn N89'53'00"W 90.06, II o / „* o o v`GE pg p0 a� o C S�1A0' Spp 5•pp. ,sti 1 . O 0 o o I 0 0 cz frl O PARCEL A W 3 815 MAPS 38-39 rnCD rn I�1 D u84�G 5OO�ENO '� 3' g0 S4 F ,�p�� 45'—■� v Q� I P 15/�Op ro Basis of Bearings note 0 a7 cn The bearings shown on - , C this map are based on 4Q� m I o the centerline of W. P orn Rincon Avenue as shown N m < D as S.89'53'00"E. on 815 Maps 38-39, Records ;U C) o of Santa Clara County. C S89'53'00"E 1 m MISSION WAY '-� � N 5.00CD (Private) P.O.B.P.S.E. NO. 2 LEGEND AREA OF OFFER OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENT EXHIBIT BOUNDARY OF EASEMENT ALONG PROPERTY LINE —�---- BOUNDARY OF EASEMENT BEING A PLAT TO ACCOMPANY P.S.E. PUBLIC SERVICE EASEMENT OFFERS OF DEDICATION FOR P.O.B. POINT OF BEGINNING PUBLIC SERVICE EASEMENTS Hanna & Brunetti TO THE CITY OF CAMPBELL, ■Civil Engineers ■ Lana Surveyors ■ COUNTY OF SANT.A CLARA, CALIFORNIA -Construction Managers■ ZItAs W:I:N(- a S1Tf_P1 ( )Lvo- Gilroy, California (408) 842-2173 PAGE 2 OF 2 EXMBIT`A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS Z\ gS 'SLVD., CAMBeLtr , LA PUBLIC SERVICE EASEMENT NO. I Beinga5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water,sanitary sewer,storm drain,telephone, gas, electricity,cable t.v., etc.,and any appurtenances thereto lying under,over,on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A',thence along the northerly boundary of said Parcel South 89' 53' 00"East 90.08 feet to a point of curvature;thence leaving said boundary South 00' 07' 00" West 5.00 feet to a point; thence North 891 53' 00" West 90.06 feet,to a point on the westerly boundary of said Parcel;thence along said westerly boundary North 00' 06' 26" West 5.00 feet to the POINT OF BEGINNING. Containing 450 square feet,more or less. PU13LIlC SERVICE EASEMENT NO.2 Being,4 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water,sanitary sewer, storm drain,telephone, gas, electricity,cable t.v., etc.,and any appurtenances thereto lying under,over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the southeasterly comer of said Parcel `A',.thence along the easterly boundary of said Parcel North 00° 06' 26" Wesi 160.12 feet to a point of curvature; thence leaving said boundary South 890' 53' 34"West 5.00 feet to a point;thence South 000 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel;thence along said southerly boundary South 890 53' 00" East 5.00 feet to the POINT OF BEGINNING. Containing 801 square feet,more or less. These legal descriptions were prepared by me and are based on record data. Arnold R.Brunette,RC.E. 17186(CA.) See Exhibit`B' attached hereto and made a part hereof Basis of Bearings: The centerline of W. Rincon Avenue as shown as S.89053'00"E. on that parcel map filed in Book 815 of Maps,at Pages 38-39, S.C.C.R. Page 1 of 2 i I Basis Of Bearings Centerline W. 'RIR CON AVENUE .o (A PUBLIC STREET 60 FEET `HIDE) S89'53'00"E 90.08, 0 U, N89'53'00"W 90.06, II o N p0 0 00, a - o Ug�C 5E�AoIV- S 5 ,sue r i NISO 45p 54 .ham �p5 0 0 _ rri v_ Z o PARCEL A % 815 MAPS 38-39 CD .< Cn m rri z SF- 2 I —+ Vg�\G ,� tip. p E� � Ft 0 BOA 54 D I PQ� pp ro Basis of Bearings note o W The bearings shown on 'bpi > this map are based on PQ� M I - 1 0 the centerline of W. o o Pr1 Rincon Avenue as shown < :u as S.89'53'00"E.. on 815 - M ;0 a Maps 38-39, Records of Santa Clara County_ rn S89'53'00"E ! m MISSION WAY 0 5.00' � P.O.B. CD Private `� ( ) P.S.E. N0. 2 LEGEND . AREA OF OFFER OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENT `❑ — -.—•-- BOUNUARY EXAMI OF EASEMENT ALONG PROPERTY LINE -- BOUNDARY OF EASEMENT BEING A PLAT TO ACCOMPANY P.S.E. PUBLIC SERVICE EASEMENT OFFERS OF DEDICATION FOR P.A.B. POINT of BEGINNING PUBLIC SERVICE EASEMENTS Hama & Brunetti TO THE CITY OF CAMPBELL, •Civil Engineers • Lana Surveyors ■ WUNTY OF SANTA CLA:,A, CALIFORNIA Construction Managers■ 2-i4S e.)Lvo Gilroy, California (408) 842-2173 y LMAe Pet-4LA Pet-.,LA PAGE 2 OF 2 E BIT `A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITE'OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS PUBLIC SERVICE EASEMENT NO. 1 Beinga5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas,electricity,cable t.v., etc.,and any appurtenances thereto lying under,over, on and across a portion of Parcel`A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A',thence along the northerly boundary of said Parcel South 89' 53' 00"East 90.08 feet to a point of curvature;thence leaving said boundary South 00°' 07' 00" West 5.00 feet to a point; thence North 89° 53' 00"West 90.06 feet to a point on the westerly boundary of said Parcel; thence along said westerly boundary North 00' 06' 26" West 5.00 feet to the POINT OF BEGINNING. Containing 450 square feet,more or less. PUBLIC SERVICE EASEMENT NO.2 Being;gD5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water,sanitary sewer, storm drain,telephone, gas,electricity,cable t.v., etc.,and any appurtenances thereto lying under,over,on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the southeasterly corner of said Parcel `A', thence along the easterly boundary of said Parcel North 00° 06' 26" West 160.12 feet to a point of curvature; thence leaving said boundary South 89°' 53' 34"West 5.00 feet to a point;thence South 000 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel;thence along said southerly boundary South 89' 53' 00" East 5.00 feet to the POIN"' OF BEGINNING. Containing 801 square feet,more or less. These legal descriptions were prepared by me and are based on record data. Arnold R.Brunetti,R.C.E. 17186(CA.) See Exhibit`B' attached hereto and made a part hereof. Basis of Bearings: The centerline of W. Rincon Avenue as shown as S.89°53'00"E. on that parcel map filed in Book 815 of Maps, at Pages 38-39, S.C.C.R. Page 1 of 2 4( 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: 2145 Winchester Blvd. PROJECT DESCRIPTION: Public Service Easement, PC# 2 DATE: July 2, 2013 BY: James K O'Connell and Fredric V. Allen, P.E. (650) 522-2500 NOTE Upon re-submittal of these plans, please include a copy of these comments, redlines, and the corresponding response to each item. Failure to provide this may hold up the plan-checking process. Please also note that submission of these comments does not constitute acceptance of any portion of this legal description and plat. COMMENTS General 1. With next submittal, provide a copy of the following: a. A current copy of the preliminary title report dated within the last 90 days showing the ownership of both parcels. b. All easements listed in the schedule B encumbrances of the preliminary title report. Note that the Plat and Legal cannot be approved until the above mentioned documents have been reviewed Legal Description 2. Include the Address of the Property in the Title 3. Revise the Legal as shown on the Redlined set. Plat 4. Include the Address of the Property in the Title 5. Provide the Bearing on the Basis of Bearings Line. 6. Provide a label for E. Rincon Avenue. (END OF COMMENTS) 1 of 1 r of'C A jjA Ed Arango,P.E. A City of Campbell .&, 70 North First Street U r Campbell,CA 95008 ° ° Phone: (408)866-2166 y� A. Fax: (408)376-0958 °R c H n.V�9' E-Mail: eda@cityofcampbell.com i Transm ttal To: Amanda Wilson Date: May 31,2013 Company: Hanna&Brunetti Address: 7651 Eigleberry Street Gilroy, CA 95020-5122 Re: 2145 Winchester Blvd.—Easement Dedication,Public Works Comments ❑ Urgent Q For Review ❑ Please Comment Q Please Reply ❑ Please Recycle • Enclosures: 1. Redlined plat and legal description 2. Written comments • Comments: Amanda, Public Works' comments for your review. Please submit the redlined plans with your revised plans. Please contact me if you have any questions or comments. Thank you. J:\LandDev\Plan Check CommentsNinchester 2145,2012 Project\Transmittal to Hanna Brunetti 2013 5 31.DOC w 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: 2145 Winchester Blvd. PROJECT DESCRIPTION: Public Service Easement, PC# 1 DATE: November 15, 2012 BY: James K O'Connell and Fredric V. Allen, P.E. (650) 522-2500 NOTE Upon re-submittal of these plans, please include a copy of these comments, redlines, and the corresponding response to each item. Failure to provide this may hold up the plan-checking process. Please also note that submission of these comments does not constitute acceptance of any portion of this legal description and plat. COMMENTS General 1. With next submittal, provide a copy of the following: a. A current copy of the preliminary title report dated within the last 90 days showing the ownership of both parcels. b. Calculations that are consistent with the metes and bounds of the legal description and plat, or revise the legal description and plat to be consistent with the calculations and include the record information. c. All easements listed in the schedule B encumbrances of the preliminary title report. Legal Description 2. Provide the square footage for both easements 3. Provide a basis of bearings. 4. Provide a page number. 5. POB 1 and POB 2 Plat 6. Provide a basis of bearings. 7. Provide a page number. 8. Update Legend to include all unique linetypes and abbreviations used in the plat. 9. Include the square footage of both easements. 10.Provide the total width of the right of ways. 11.Revise circle in the legend indicating dedication area to a rectangle to be more consistent with the area shown in the drawing. 12.Indicate the different Points of Beginning for each public service easement. (END OF COMMENTS) loft Al EXHIBIT `A' �°rk o`�< sy !� LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION prj9is TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS dQ� PUBLIC SERVICE EASEMENT NO. I Being.an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone; gas, electricity,cable t.v., etc.,and any appurtenances thereto lying under, over,on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 89 53' 00"East 90.08 feet to a point of curvature;thence leaving said boundary South 00" 07' 00" West 5.00 feet to a point; thence North 89' 53' 00" West 90.06 feet to a poinfon the westerly boundary of said Parcel;thence along said westerly boundary North 00' 06' 26" West 5.00 feet to the POINT OF BEGINNING. PUBLIC SERVICE EASEMENT NO. 2 Being an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas,electricity,cable t.v., etc., and any appurtenances thereto lying under,over,on and across a portion of Parcel `A' as.shown on that Parcel Map filed June 27, 2007 in Book_ 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the,southeasterly corner of said Parcel `A', thence along the easterly boundary of said Parcel North 00' 06' 26" West 160.12 feet to a point of curvature; thence leaving said boundary South 89" 53' 34" West 5.00 feet to a point;thence South. 000 06' 2611 East 16.0.10 feet to a point on the southerly boundary of said Parcel; thence along said southerly boundary South 89' 53.' 00" East 5.00 feet to the POINT OF BEGINNING. 'XI M69 These legal descriptions were prepared by me or under my direction and are based on record'data. oQROFESSR. /p�� Arnold R. Brunetti,R.C.E. 1.71,86 (CA) ?, 17186 M See Exhibit `B' attached hereto and made a part hereof. ' CALIF 3 r- Centerline WESS W. RINCON AVENU o ( � P.0.8. rn , Exp• �o S89'S3 00„E 90.08 � CIVIL Q ro N89'53'00"W 90.06' OIF CALIFS II o oE . SE� 1 oo StD. 5'00 ai C h ° V) Q� 0 P N N rn cY O) W �l fTl p PARCEL A 3 815 MAPS 38-39CD SCE D z NO. Z 45' D o k 55 s= O P P o o /'1'*1 I v, D • o N � p v v S89'53'00"E 1 1 MISSION WAY ,- _N 5.00 P.O.B. (Private) Qs E,z LEG D AREA OF OFFER OF DEDICATION EXHIBIT B TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENT BEING A PLAT TO ACCOMPANY $okAANOA 'Y of -AS.f,.mfNT o:N: ?ccseec. : ""'OFFERS OF DEDICATION FOR P.O.B. POINT OF BEGINNING +vvC r '$oVtN.DI :oF EA CMO-W-r PUBLIC SERVICE EASEMENTS Hanna O(. B I�U n e t t I TO THE CITY OF CAMPBELL, ■Civil Engineers ■ Land Surveyors COUNTY OF SANTA CLARk CALIFORNIA ■Construction Managers Gilroy, California (408) 842-2173 EXHIBIT `A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS PUBLIC SERVICE EASEMENT NO. 1 Being an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel.`A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 89' 53' 00"East 90.08 feet to a point of curvature; thence leaving said boundary South 00" 07' 00" West 5.00 feet to a point; thence North 89' 53' 00" West 90.06 feet to a point on the westerly boundary of said Parcel; thence along said westerly boundary North 00' 06' 26" West 5.00 feet to the POINT OF BEGINNING. PUBLIC SERVICE EASEMENT NO. 2 Being an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the southeasterly corner of said Parcel `A', thence along the easterly boundary of said Parcel North 00' 06' 26" West 160.12 feet to a point of curvature; thence leaving said boundary South 89" 53' 34" West 5.00 feet to a point; thence South 00' 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel; thence along said southerly boundary South 89' 53' 00" East 5.00 feet to the POINT OF BEGINNING. These legal descriptions were prepared by me or under my direction and are based on record data. QppFESS/p�L Arnold R. Brunetti, R.C.E. 17186 (CA.) 1718E m See Exhibit `B' attached hereto and made a part hereof. E'p'' CPF�FIVIL L1�O��Q CA Centerline Q917E'S Q , w FT—W. RINCON AVENU O P.O.B. 17186 rrn S89'53'00"E 90.08' _ Exp- s o CIVIL Q, M N89'53'00"W 90.06' FOF CALIFS II o Z SCE 01,o0„w N CD. 0 8�C SE NO. A 500 5 O N P �MEN� % o .p1 C ° N ``� o zo Z 1 g q 0 •50 pQ� m h; m 0 y m m o PARCEL A 3 815 MAPS 38-39 CD M (N AGE z D ti� p0 r PQ� PQr, o o < I o o N OD v o S89'53'00"E l 1 MISSION WAY '� N 5.00 P.O.B. _ (Private) LEGEND AREA OF OFFER OF DEDICATION EXHIBIT B TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENT BEING A PLAT TO ACCOMPANY P.O.B. POINT OF BEGINNING OFFERS OF DEDICATION FOR PUBLIC SERVICE EASEMENTS p,, Hanna Brunetti TO THE CITY OF CAMPBELL, ■Civil Engineers ■ Land Surveyors ■ COUNTY OF- SANTA CLARA, CALIFORNIA Construction Managers.■ Gilroy, California (408) 842-2173 Job Number: 11038 o pr� u� sq 1� Parcel name: easement no. 1 North: 4970.2856 East 4148.0764 Line Course: S 89-53-21 E Length: 90.0779 North: 4970.1114 East 4238.1541 Line Course: S 00-06-39 W Length: 5.0000 North: 4965.1114 East 4238.1445 Line Course: N 89-53-21 W Length: 90.0584 North: 4965.2856 East 4148.0862 Line Course: N 00-06-47 W Length: 5.0000 North: 4970.2856 East 4148.0764 Perimeter: 190.1363 Area: 450 sq.ft. 0.01 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0001 Course: S 44-56-11 W Error North: -0.00004 East : -0.00004 Precision 1: 1,901,363.0000 Parcel name: easement no. 2 North: 4790.0300 East 4258.4317 Line Course: N 00-06-47 W Length: 160.1211 North: 4950.1508 East 4258.1157 Line Course: S 89-53-13 W Length: 5.0000 North: 4950.1409 East 4253.1157 Line Course: S 00-06-47 E Length: 160.1015 North: 4790.0398 East 4253.4316 Line Course: S 89-53-21 E Length: 5.0000 North: 4790.0301 East 4258.4316 Perimeter: 330.2226 Area: 801 sq.ft. 0.02 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0001 Course: N 31-42-34 W Error North: 0.00006 East -0.00004 Precision 1: 3,302,226.0000 �OQppFESS�Dy9 R. l F >q� CPViL �Q- ,�OV CAA 40 �. v r 0 0 y� o` O�OHA�Q• I j Public Works Department 70 N. First Street Campbell, CA 95008 LEGAL DESCRIPTION, PLAT MAP & SUBMITTAL REQUIREMENTS The plat shall be drawn in a manner acceptable to the City Engineer and County of Santa Clara for recording. All sheets shall be on 8 1/2"x 11" sheets. The following shall be required for the submittal: Legal Description and Plat Map Requirements: 1. All bearings and distances appropriate for the description and clarity. 2. Dedication/vacation area, in square feet,to be indicated on plat and legal description. i 3. For dedications/vacations,remainder area/new area of parcel,in square feet,to be I indicated on plat. 4. Existing designations such as number, subdivision number and the subdivision recording date. 1 5. All existing and proposed easements for public and private purposes. 6. Abutting lot recording information. i 7. Identify abutting streets, alleys, centerlines,right-of-way, and widths. 8. Identify the basis of bearings on plat and legal description(provide record map/document). 4 . 9. Legal description and closure calculations to read clockwise. 10. North arrow and scale. { 11. Legal description shall be titled"Exhibit A,Legal Description". 12. Wet stamped and signed Engineer/Surveyor seal on legal description and plat. 13. Vicinity map, if necessary. 14. Other pertinent information needed for clarity. (City plan check may ask for further information.) Submittal Requirements: ✓1' Three(3) original copies of plat and legal description. Two (2) copies of closure/area calculations to verify all descriptions. Indicate degree of accuracy. ,,3' Two (2) copies of all referenced maps and documents used for description and plat ti map. Two Two (2) copies of a separate map (can be 8.5 x 11) showing structures,walls, fences, E -trees and sidewalks located adjacent to property lines. j .� Proof of ownership (grant deed,title report or other proof). 6. A Record of Survey may be required to be filed per Section 8762 of the Business and Professions Code. (fE ' k JALandDevTormsTedication Rgrmnts.doc rev.09/2006 I of•CA It6 MEMORANDUM City of Campbell yf Public Works Department •��CHA¢�• To: Steve Prosser, Project Planner Date: May 1, 2013 From: Ed Arango, Associate Engineer U Subject: Grading & Drainage Plans—2145 Winchester Blvd. I have attached the grading & drainage plans for the commercial development at the southwest corner of Winchester Blvd. and Rincon Avenue. Please review and provide: 1. Comments to be incorporated on the grading plans. 2. Any other planning requirements related to the project. If no comments are needed please indicate that you approve the grading plans Please let me know if you need any additional information. ,4 TO BE RECORDED WITHOUT FEE SECTION 6103 GOVERNMENT CODE AT THE REQUEST OF CITY OF CAMPBELL Recording Requested by: ) CITY OF CAMPBELL ) When Recorded Mail To: ) City Clerk ) City of Campbell ) 70 North First Street ) Campbell, CA 95008 ) APN: 305-33-100 (Space Above This Line For Recorder's Use) ADDRESS: 2145 Winchester Blvd.,Campbell,CA 95008 GRANT OF PUBLIC SERVICE EASEMENT 21.45 South Winchester, LLC, a California limited liability company hereby GRANTS to the City of Campbell,a municipal corporation,of the County of Santa Clara,State of California,an easement for public services,over,through and upon that certain real property within said City more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF BY REFERENCE Said property contains 0� square feet,more or less,and is generally shown on the attached Plat Map. STATE OF CALIFORNIA )SS DATED COUNTY OF SANTA CLARA ) On before me, i c--- (SIGN TURF)•. A Notary Public in and for aid State,personally appeared1-j5��Z40' Tl(, 214R Souutth WWinchester;5 ter;LLC,a California who proved to me on the basis of satisfactory evidence limited liability company to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),, and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) JOANN THOMASON acted,executed the instrument CcnWWSBion#1930682 Notary Public-California z I certify under PENALTY OF PERJURY under the laws of Santa Clara County $ the State of California that the foregoing paragraph is true ISComm.Nlras Mar 28,2015 and correct. wriNES6 my d d official seal. Signatures Name Jul ltlti�i \V\i`�t'llctS��/�, _��or printed) Place Notary Seal Above 4 EXHIBIT `A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS 2145 WINCHESTER BLVD., CAMPBELL, CA PUBLIC SERVICE EASEMENT NO. 1 Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain, telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 890 53' 00" East 90.08 feet to a point of curvature; thence leaving said boundary South 000' 07' 00" West 5.00 feet to a point; thence North 89' 53' 00" West 90.06 feet to a point on the westerly boundary of said Parcel; thence along said westerly boundary North 00' 06' 26" West 5.00 feet to the POINT OF BEGINNING. Containing 450 square feet,more or less. PUBLIC SERVICE EASEMENT NO.2 Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain, telephone, -gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara,. State of California, being more particularly described as follows: BEGINNING at the southeasterly corner of said Parcel `A', thence along the easterly boundary of said Parcel North 00' 06' 26" West 160.12 feet to a point of curvature; thence leaving said boundary South 890' 53' 34" West 5.00 feet to a point; thence South 00' 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel; thence along said southerly boundary South 890 53' 00"East 5.00 feet to the POINT OF BEGINNING. Containing 801 square feet,more or less. - These legal description p by me and are based on record data. R.( e�'(� V��z Arnold R. Brune i, C.E. 1'TI CA:) Exp.�U //S- I� See Exhibit `B' attache hereto and d part hereof. CIVIL Basis of Bearinjzs: The' eEM& W. Rincon Avenue as shown as S.89°53'00"E. on that parcel map filed in Book 81 oflVlaps, at Pages 38-39, S.C.C.R. Page 1 of 2 Bch ` Of Bearings ` - S89'53'00"E Centerli L.---) _ W. RINCON AVENUE E. RINCON o (A PUBLIC STREET 60 FEET WIDE) �pFEss AVENUE S89'53'00"E 90.08' O� U-1 171$6 0 Q1 O On N89'53'00"W 90.06' Exp. 4 4i 0 0 0 SEFC�1 50�5 p0' `P�q� Civil,_ 0 PVB o� Of CALl�O�' 0) FASEM� �' o 01� rn A,50 4") p cn �hP5 h o 0 N 1 PQ� N N D LANDS OF 2145 S. WINCHESTER LLC. a? a? DOC. # 21826223 m co n 1 PARCEL A 2 815 MAPS 38-39 0 rn � N M r*1 D oti1 P EME Ft /bbi �a�1 S4• � ,bps 45 D I PQ� Op O U) Basis of Bearings note `oo Co The bearings shown on 'bp ,i C -i this map are based on PQ� m r 0 the centerline of W. 0 0 ITI Rincon Avenue as shown < X as S.89'53'00"E. on 815 ^' o o Maps 38-39, Records n .� of Santa Clara County. S89'53'00"E k. rn MISSION WAY o 5.00'--"1 P.O.B. (Private) `V P.S.E. N0. 2 LEGEND AREA OF OFFER OF DEDICATION TO THE CITY EXHIBIT B OF CAMPBELL FOR PUBLIC SERVICE EASEMENT BOUNDARY OF EASEMENT ALONG PROPERTY LINE BEING A PLAT TO ACCOMPANY OFFERS BOUNDARY OF EASEMENT OF DEDICATION FOR PUBLIC SERVICE P.S.E. PUBLIC SERVICE EASEMENT EASEMENTS TO THE CITY OF CAMPBELL, P.O.B. POINT OF BEGINNING COUNTY OF SANTA CLARA, CALIFORNIA Hanna & Brunetti 2145 WINCHESTER BLVD. ■Civil Engineers ■ Land Surveyors ■ CAMPBELIy CALIFORNIA ■Construction Managers■ Gilroy, California (408) 842-2173 PAGE 2 OF 2 ` TO BE RECORDED WITHOUT FEE\� ° 1N A'Li-v SECTION 6103 GOVERNMENT CODE AT THE REQUEST OF CITY OF CAMPBELL Recording Requested by: ) CITY OF CAMPBELL s ub When Recorded Mail To: ) City Clerk ) City of Campbell ) 70 North First Street ) Campbell, CA 95008 ) APN: 305-33-100 (Space Above This Line For Recorder's Use) ADDRESS: 2145 Winchester Blvd.,Campbell,CA 95008 GRANT OF PUBLIC SERVICE EASEMENT 2145 South Winchester, LLC, a California limited liability company hereby GRANTS to the City of Campbell, a municipal corporation,of the County of Santa Clara, State of California, an easement for public services, over,through and upon that certain real property within said City more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF BY REFERENCE Said property contains square feet,more or less,and is generally shown on the attached Plat Map. STATE OF CALIFORNIA )SS DATED COUNTY OF SANTA CLARA ) On before me, (SIGNATURE) A Notary Public in and for aid State,personally appeared (PRINTED NAME AND TITLE) 2145 South Winchester,LLC,a California who proved to me on the basis of satisfactory evidence limited liability company to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Name (typed or printed) Place Notary Seal Above Basis Of Bearings S89'53'00"E Centerline RINCON W. RINCON AVENUE 4ROF�ss�© • R. ENUE (A PUBLIC STREET 60 FEET WIDE) � gR 2� S89'53'00"E 90.08' L 17186 w xp. f N89'53'00"W 90.06'Cr z „w SE1C�1 S0�0�,p / FQF CALIF `— vj %A10• 110 q,50 �'S o cn 0 0 0 PQ� S wf�ii+EsrER�N j ,�; ^y Dot � 2r13262�, 3 cl % °� ^ r<i Z o PARCEL A j W = 3 815 MAPS 38-39 n rn j D ,,gyp � N0.sov 2 8 D Q�' I Basis of Bearings note W N o c� The bearings shown on � m C o this map are based on QQ r the centerline of W. 0 0 M Rincon Avenue as shown as S.89'53'00"E. on 815 �'- m Dv Maps 38-39, Records 0 of Santa Clara County. m S89'53'00"E ! '- m MISSION WAY o 5.00'__j N P.O.B. cD (Private) P.S.E. NO. 2 LEGEND AREA OF OFFER OF DEDICATION TO THE. CITY p OF CAMPBELL FOR PUBLIC SERVICE EASEMENT EXHIBIT D BOUNDARY OF EASEMENT ALONG PROPERTY LINE BEING A PLAT TO ACCOMPANY OFFERS BOUNDARY OF EASEMENT OF DEDICATION FOR PUBLIC SERVICE P.S.E. PUBLIC SERVICE EASEMENT EASEMENTS TO THE CITY OF CAMPBELL, P.O.B. POINT of BEGINNING COUNTY OF SANTA CLARA, CALIFORNIA Hanna & Brunetti 2145- WINCHESTER BLVD. Civil Engineers ■ .Land. Surveyors ■ CAMPBELL, CALIFORNIA / ■Construction Managers■. Gilroy, California (408) 842-2173 PAGE 2 OF 2 EXHIBIT `A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS 2145 WINCHESTER BLVD., CAMPBELL, CA PUBLIC SERVICE EASEMENT NO. 1 Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 89' 53' 00" East 90.08 feet to a point of curvature; thence leaving said boundary South 00" 07' 00" West 5.00 feet to a point; thence North 89' 53' 00" West 90.06 feet to a point on the westerly boundary of said Parcel; thence along said westerly boundary North 00' 06' 26"West 5.00 feet to the POINT OF BEGINNING. Containing 450 square feet,more or less. PUBLIC SERVICE EASEMENT NO.2 Being a 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the southeasterly corner of said Parcel `A', thence along the easterly boundary of said Parcel North 00' 06' 26" West 160.12 feet to a point of curvature; thence leaving said boundary South 899' 53' 34" West 5.00 feet to a point; thence South 00' 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel; thence along said southerly boundary South 89' 53' 00"East 5.00 feet to the POINT OF BEGINNING. Containing 801 square feet,more or less. These legal descriptions were prepared by me and are base ord data. ROFESSj��f�9 R.4;�g-- os e�U lM old Brunetti; C.E. 17186(CA.) C 17 186 m See Exhibit `B' attached hereto and made a part h o . p �S Basis of Bearings: The centerline of W. Rincon Av 9 �C� �LIF 9°53'00"E. on that parcel map filed in Book 815 of Maps, at Pages 38-39, S. _.� Page 1 of 2 TO BE RECORDED WITHOUT FEE — SECTION 6103 GOVERNMENT CODE AT THE REQUEST OF CITY OF CAMPBELL Recording Requested by: ) CITY OF CAMPBELL ) When Recorded Mail To: ) City Clerk ) City of Campbell ) 70 North First Street ) Campbell, CA 95008 ) APN: 305-33-100 (Space Above This Line For Recorder's Use) ADDRESS: 2145 Winchester Blvd.,Campbell,CA 95008 GRANT OF PUBLIC SERVICE EASEMENT 2145 South Winchester, LLC, a California limited liability company hereby GRANTS to the City of Campbell, a municipal corporation,of the County of Santa Clara,State of California,an easement for public services, over,through and upon that certain real property within said City more particularly described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF BY REFERENCE Said property contains square feet,more or less,and is generally shown on the attached Plat Map. STATE OF CALIFORNIA )SS DATED COUNTY OF SANTA CLARA ) On before me, (SIGNATURE) A Notary Public in and for aid State,personally appeared (PRINTED NAME AND TITLE) 2145 South Winchester,LLC,a California who proved to me on the basis of satisfactory evidence limited liability company to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Name (typed or printed) Place Notary Seal Above �J JJ A Jl J J Civil Engineers - Land Surveyors - Construction Managers Established 1910 Walter J.Hanna,Jr.P.E.,L.S. J U N 2 6 2013 Arnold Brunetti,P.E. LETTER OF TRANSMITAL Public Works Administration DATE 6/25/13 JOB NO.11038 TO:City of Campbell ATTENTION: Lisa Peterson 70 N First St RE: 2145 Winchester Blvd, Campbell Campbell, CA 95008 WE ARE SENDING YOU ❑Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 1 6 On-Site Grading and drainage Plans 1 Plat and Legal for PSE THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: SIGNED: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE 7651 Eigleberry Street Phone: 408-842-2173 Gilroy, CA 95020-5122 Fax: 408-842-3662 E-Mail: office@hannabrunetti.com 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: 2145 Winchester Blvd. PROJECT DESCRIPTION: Public Service Easement, PC# 1 DATE: November 15, 2012 BY: James K O'Connell and Fredric V. Allen, P.E. (650) 522-2500 NOTE Upon_re-submittal of these plans, please include a copy of these comments, redlines, and the corresponding response to each item. Failure to provide this may hold up the plan-checking process. Please also note that submission of these comments does not constitute acceptance of any portion of this legal description and plat. COMMENTS General 1. With next submittal, provide a copy of the following: a. A current copy of the preliminary title report dated within the last 90 days showing the ownership of both parcels. b. Calculations that are consistent with the.metes and bounds of the legal description and plat, or revise the legal description and plat to be consistent with the calculations and include the record information. c. All easements listed in the schedule B encumbrances of the preliminary title report. Legal Description 2. Provide the square footage for both easements 3. Provide a basis of bearings. 4. Provide a page number. 5. POB 1 and POB 2 Plat 6. Provide a basis of bearings. 7. Provide a page number. 8. Update Legend to include all unique linetypes and abbreviations used in the plat. 9. Include the square footage of both easements. 10.Provide the total width of the right of ways. t 11.Revise circle in the legend indicating dedication area to a rectangle to be more consistent with the area shown in the drawing. 12.Indicate the different Points of Beginning for each public service easement. (END OF COMMENTS) Iof1 EXHIBIT 'A' �Q �016- LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO.THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS sao� PUBLIC SERVICE EASEMENT NO. 1 Being an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas, electricity, cable t.v., etc.,and any appurtenances thereto lying under,over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 89' 53' 00"East 90.08 feet to a point of curvature; thence leaving said boundary 'South 00" 07' 00 West 5.00 feet to a point; thence North 89' 53' 00" West 90.06 feet to a point'on the westerly boundary of said Parcel; thence along said westerly boundary North 00' 06' 26" West 5.00 feet to the POINT OF BEGINNING. Ti SERVICE EASEMENT NO.2 Being an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone; gas, electricity,cable t.v., etc., and any appurtenances thereto lying under,over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27, 2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the southeasterly corner of said Parcel `A', thence along the easterly boundary of said Parcel North 00" 06' 26" West 160.12 feet to a point of curvature; thence leaving said boundary South 89" 53' 34" West 5.00 feet to a point;thence South 00' 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel; thence along said southerly boundary South 89' 53' 00" East 5.00 feet to the POINT OF BEGINNING. J These legal descriptions were prepared by me or under my direction and are based on record data. e13FESS/p/� R. Arnold R. Brunetti,R.C.E. 17186 (CA.) C 71 r m 86 See Exhibit `B' attached hereto and made a part hereof (PCIVIL OF CALI�OQ'�\P pale -1 o-F , Centerline QROFESS� ! W. RIN CON AVENU O 2 P.O.B.CX�4.X;�.w�A 97986 S89'53'00"E 90.08' Exp. a' U, N89'53'00"W 90.06' (.PI OF fVIL O IN- � „w CAL1F II �10• 5 ol i iv 01 C% Alp oh h cn z 0o O O 2 Q rn rn P N N n'1 0) �l frl O PARCEL A 3 815 MAPS 38-39 I � �pCE Z .ASKS OF F �_� 1tS PV�i.MEN� ®. 2 45' c> 5 � � D O`L� �O r- O 55 a) cn PQ� OR a) 0) m I o) O O O N D O " � D S89'53'00"E k I MISSION WAY i N 5.00' (Private) P.O.B. LEGEND AREA OF OFFER OF DEDICATION EXHIBIT B TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENT BEING A PLAT TO ACCOMPANY %CtAA)VA �F° ; pjSF,�► NT o.N, .c lane OFFERS OF DEDICATION FOR P_.O.B_. POINT OF BEGINNING ® 60KNDPg of EASeI'61J-r PUBLIC SERVICE EASEMENTS H a n n a Brunetti TO THE CITY OF CAMPBEL.L, ■Civil Engineers ■ Land Surveyors ■ COUNTY OF SANTA CLARA,. CALIFORNIA ■Construction Managers■ Gilroy, California (408) 842-2173 !n Z C�6 .Z EXHIBIT `A' LEGAL DESCRIPTIONS TO ACCOMPANY OFFERS OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENTS PUBLIC SERVICE EASEMENT NO. 1 Being an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the northwesterly corner of said Parcel `A', thence along the northerly boundary of said Parcel South 89' 53' 00" East 90.08 feet to a point of curvature;thence leaving said boundary South 00" 07' 00" West 5.00 feet to a point; thence North 89' 53' 00" West 90.06 feet to a point on the westerly boundary of said Parcel; thence along said westerly boundary North 00' 06' 26" West 5.00 feet to the POINT OF BEGINNING. Containing 450 square feet,more or less. PUBLIC SERVICE EASEMENT NO.2 Being an 5 foot wide easement for the installation and maintenance of any and all public service facilities including but not limited to water, sanitary sewer, storm drain,telephone, gas, electricity, cable t.v., etc., and any appurtenances thereto lying under, over, on and across a portion of Parcel `A' as shown on that Parcel Map filed June 27,2007 in Book 815 of Maps, at Pages 38-39, Records of the County of Santa Clara, State of California, being more particularly described as follows: BEGINNING at the southeasterly corner of said Parcel `A', thence along the easterly boundary of said Parcel North 00' 06' 26" West 160.12 feet to a point of curvature; thence leaving said boundary South 89" 53' 34" West 5.00 feet to a point; thence South 00' 06' 26" East 160.10 feet to a point on the southerly boundary of said Parcel; thence along said southerly boundary South 89' 53' 00" East 5.00 feet to the POINT OF BEGINNING. Containing 801 square feet,more or less. These legal descriptions were prepared by me and are based on record data. Arnold R.Brunetti,R.C.E. 17186 (CA.) See Exhibit `B' attached hereto and made a part hereof. Basis of Bearings: The centerline of W. Rincon Avenue as shown as S.89053'00"E. on that parcel map filed in Book 815 of Maps, at Pages 38-39, S.C.C.R. Page 1 of 2 Ba:-r � Of Bearings Centerline — w W. RINCON AVENUE - C (A PUBLIC STREET 60 FEET WIDE) S89'53'00"E 90.08' 0 N89"53'00"W 90.06' I II „w Q410 C S�Rv��1 SOp 01.�p0' `- o Q' N �SEMO Sq. p� c h5 .� p cn 4')' 0 0 1 ph o o I ,b o 0 rn rn PQ� N tv D fTl Z PARCEL A C o 815 MAPS 38-39 W c(o M co x D m rn Eq ;0 D �SSoESq F ,bph' 45' --I D Q� I P Npp o Basis of Bearings note (0 CID O p� The bearings shown on 'S 0 0 C this map are based on PQ� -� m r I o the centerline of W. o o -i fn Rincon Avenue as shown n, m < o as S.89°53'00"E. on 815 Maps 38-39, Records ® n o of Santa Clara County. cn S89"53'00"E �. cD MISSION WAY o 5.00'-`�' (Private) N P.O.B. P.S.E. N0. 2 LEGEND AREA OF OFFER OF DEDICATION TO THE CITY OF CAMPBELL FOR PUBLIC SERVICE EASEMENT EXHIBIT B BOUNDARY OF EASEMENT ALONG PROPERTY LINE BOUNDARY OF EASEMENT BEING A PLAT TO ACCOMPANY P.S.E. PUBLIC SERVICE EASEMENT OFFERS OF DEDICATION FOR P.O.B. POINT OF BEGINNING PUBLIC SERVICE EASEMENTS Hanna & Brunetti TO THE CITY OF CAMPBELL, ■Civil Engineers ■ Land Surveyors ■ COUNTY OF SANTA CLARA, CALIFORNIA ■Construction Managers■ Gilroy, California (408) 842-2173 PAGE 2 OF 2 --------------------------------------------------------------------------- Parcel name: PSE 1 North: 4956.6032 East : 4451.0008 Line Course: S 89-53-00 E Length: 90.08 North: 4956.4198 East : 4541.0806 Line Course: S 00-07-00 W Length: 5.00 North: 4951.4198 East : 4541.0705 Line Course: N 89-53-00 W Length: 90.06 North: 4951.6032 East : 4451.0107 Line Course: N 00-06-26 W Length: 5.00 North: 4956.6032 East : 4451.0013 Perimeter: 190.14 Area: 450 Sq Ft 0.01Ac. Mapcheck Closure- (Uses listed courses, radii, and deltas) Error Closure: 0.0005 Course: S 85-09-38 E Error North: -0.00004 East : 0.00046 Precision 1: 380,280.00 ---------------------------------------------------------------------- Parcel name: PSE 2 North: 4776.3364 East : 4561.3377 Line Course: N 00-06-26 W Length: 160.12 North: 4936.4561 East : 4561.0381 Line Course: S 89-53-34 W Length: 5.00 North: 4936.4467 East : 4556.0381 Line Course: S 00-06-26 E Length: 160.10 North: 4776.3470 East : 4556.3377 Line Course: S 89-53-00 E Length: 5.00 North: 4776.3368 East : 4561.3377 Perimeter: 330.22 Area: 801 Sq Ft 0.02Ac. Mapcheck Closure- (Uses listed courses, radii, and deltas) Error Closure: 0.0005 Course: N 04-49-48 W Error North: 0.00046 East : -0.00004 Precision 1: 660,440.00 Page 1 of 2 Michelle Quinney From: Scott Plautz[scottplautz@gmail.com] Sent: Thursday, July 18, 2013 3:00 PM To: Michelle Quinney Cc: Mark Linder; Evan Low Subject: Re: 2135/2145 Winchester Blvd @ Rincon Hi Michelle, I was reviewing the historical documents on the previously approved permits for this site and noticed that they were historically required to provide a bond for$121,000, which seemed to included the installation of a fire hydrant which cost approximately the amount of the bond and has been completed by the previous owner. So, I have a few questions: 1. What are your fees based on? These fees seem very high based on the scope of work and the correlation to the overall cost of the project in general. 2. The Engineering and Plan Check fees of$30,660 also seem high, is this a flat rate or based on another number. 3. The $219,000 is very high based on the scope of work. Any chance we can get this reduced to come more in line with the general project? 4. We definitely want the money back, as opposed to "inay elect 75% of deposit returned" upon completion of work. Regarding retaining 25%for 1 year, may we have an exemption that all funds, 100%, are returned upon completion and acceptance by the city? e 5. Emergency Deposit: How and when is this returned? 6. Please send me a soft copy of all documents referenced in your email, including agreements, easements, and 3 options for security so my team and legal counsel can review prior to signature. Regarding the above, after discussing these issues with investors and my legal counsel these costs'seem to be out of scope for a project of this size,tie up capital for extended periods of time which are unnecessary and tend to be reflective of a non-friendly culture towards development within the City of Campbell. 1 I would be willing to discuss these issues and better understand the thought process behind the fees if you're so inclined. Thanks, M Gl SS,_� VV\ Scott Plautz 408-655-2326 On Mon, Jul 15, 2013 at 1:17 PM, Michelle Quinney <MICHELLEQ@cityofcampbell.coin>wrote: Hi Scott and all, The information and fees we need prior to sign off for release of the building permit were included on the list provided previously. To date, two items have been completed from that list (the grading plan finalized and j the geotechnical engineer sign off). The other items are still outstanding. There is nothing new on the list, 7/19/2013 Page 1 of 1 Edward Arango From: Edward Arango Sent: Monday, May 06, 2013 11:07 AM To: 'Scott Plautz' Cc: 'Amanda Wilson' Subject: 2145 Winchester-Public Works Items Attachments: Fees.pdf; Winchester 2145 Agrmnt.pdf; Winchester 2145 Grant Easement.pdf Hi Scott, I reviewed the resubmittal that was received last week. I am working with Amanda Wilson to finalize the grading plans. Once the comments are addressed the plans will be ready to be approved. I believe we are very close to getting this portion completed. Additionally, there are fees and documents that require your attention. I have attached a list that outlines the specific items needed before Public Works can release the grading and building permits. See attachment titled "Fees". The"Fees and Deposits" section is self explanatory. "Under Outstanding Information", items 1, 2 and 3 are items that you would need to address. Items 4, 5 and 6 are items that I am coordinating with Amanda Wilson. Also attached is a Street Improvement Agreement and Grant of Easement document for your signature(note that notarization is required for your signature). For the Grant of Easement document, the technical documents that would be attached are not yet finalized but will be shortly. Staff will hold the Grant of Easement document until the technical documents are completed. Once finalized those technical documents will be attached with the Grant of Easement and recorded. This would allow the release of the grading and building permits without needing to wait for the Grant of Easement techincal documents to be completed. Lastly, I would like to confirm the location of the traffic control cabinet and the meter with you before finalizing the grading plans. When you have an opportunity to please call me so that we can discuss this. Thank you for your help. Ed Arango I Civil Engineer City of Campbell I Public Works Department eda@cityofcam l&I com Ph 408.866.2166 1 Fax 408.376.0958 70 N. First Street I Campbell, CA 95008 www.CityofCampbell.com 5/31/2013 0 & Lisa Petersen From: Michelle Quinney Sent: Tuesday, June 04, 2013 10:41 AM To: 'Amanda Wilson' Cc: Lisa Petersen; Doris Quai Hoi Subject: RE: 2145 Winchester Hi Amanda, Lisa Petersen is the senior civil engineer that will be stepping in to take on Ed's Land Development . duties. I will continue to be involved in the project as well, so feel free to contact me or Lisa if you have any questions. Lisa can be reached at 408-866-2190. We would ask that you submit the signed grading plans on mylar to us. We will then sign the mylar and return it to you to have copies made. We will need 5 bond copies plus the mylar returned to us so that we can distribute and have the plans attached to the various permits. The building division will ultimately issue the grading permit. Michelle Quinney I City Engineer michelleq@cityofcampbell.com 408.866.21.50 I =;408.376-0 58 (fax) l�.C' 70. N. First Street I Campbell, CA 95008 www.CityofCamobell.com From: Amanda Wilson [mailto:awilson@hannabrunetti.com] Sent: Tuesday, June 04, 2013 9:16 AM To: Michelle Quinney Subject: 2145 Winchester Michelle, Sorry to bother you.with such a small request, but since Ed is gone I didn't know who to contact. We have the final plans for the Grading permit ready to be signed by us and delivered to you. My questions are: • How many of the on site grading plans do you want signed? • Do you want the originals on bond or mylar? Thank you for your help. Also, can you give me the contact information for the engineer taking over the project? Amanda Wilson P.E. Project Engineer Hanna & Brunetti 7651 Eigleberry St Gilroy, CA 95020 408 842-2173 408 842-3662 f This electronic mail message (and any attachments hereto)are for the sole use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you 1 Application for Building Permit pplltart F ICI In afappllca�le areas,,plQasepr�nt a early` ;t?Application Number: �,�1��2 d��(��. - Intake Person(office use only) ------ -act-Ident ---------------------------------------------------------------------------------------------------------------------------- APN J - -- aro6 Hadress �Aject P ;( hC eok ap fp o r te`tecn) - - - - - - - - - - - Permit TYP_e(s} e81 ap p oprLa- a .- - - - - - - -- - - - - -- ou-Marercia�,�u� Scope of Work �E - - - - - - xz -s ; �'d r t'«r.� y'p t �'r' �} i t znean;y-Pn.2`2 t .: t n +Y' x-�,4 4 c n c#,✓M rca a. 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Dwelling: Gar: #of cars Patio: Porch: Deck: (Production Homes Only) Master Plan#: Lic.# Plan#: Suffix: �Owner'sWi me,`A�"d ess,','Phone -�y--------^- — p -------- -�- . �ar.";n, '4 T -- - ---------------------------------------------------------- ---- ------------ -----------------—-------___---- Oi®ctors�ame`Adores Phone'`&�Coritractor YLrc`# "' :Chec ;eTe if't0,w ren Buiider"Pet' mites `"T :.�.......�.�e....-d...��<aw............_vs�.,...._,,...,ass.,..._.-�.�...�.�.�.��.��,.�.....�s�i �,.�._..w.-....�.�.w�..._ I � ��"` T1-}�rdrC��t�- 3 Zr'�l�t.t'x�.x � '".��x rc� �.; a� � -^ey—^-`-+`.-�•-T- � fi� � d's y.�" s�a', �� -- ^r,—"ram--�. .r�,^,^.,, y ct t a MEW ;; ar x i� ♦ f5 � rf y 1 F c Email Y13� s} . ;, kdr ti7tat Azi c 1 hF; ,:at34� DUebri kX f t j,C„G�Se��w��"'o1��.�1 � .�. ty�� w, � ,�„,�'"`'�, t' •r". ,��.�,_' !'ar: � ,��.,IOenSe G�lass�fiC�at�of�s(`�):'� �.,�,��'n.v Y`�.�..,� r,�f.�,�. � -� �#�' --- t--------- -------------------------------------- ------------------ --------------- - -. Architec Designer Engineer (please check one) Name b 5AY-i Aioiv ,2 "Q) K17 /AqPhone: 410v //9 '0 93 Wa L Address Nil l� ,`kZ�J^� S. 'SUITS '00s- Bus. Phone: ycgr 2$D^7V- "Z Cal— EmailJ�� .ls'u�iG�SCfrV� ity � � —State—C14 Zip Code .52) #desired can actpersn' �. . °�pr. a. a. ontra�t� .. ,Arch tec eDsstger ,a. iaA Brit a ems.. f s .�.aax me .z'^ 2q lz N �°"s d' fzsr �r`UTti rirra''`'h 4 �,rS PE_ ,: P FT PedName Revised September 2012 RealQuest.com® -Report , Page 1 of 1 Property Detail Report r L cjf ' For Property Located At Re m€° Professional 2135 WINCHESTER BLVD, CAMPBELL, CA 95008 Owner Information: } t Owner Name: 2145-SOUTH WINCHESTER LLC e Mailing Address: 17066 MELODY LN,LOS GATOS CA 95033-8406 R006 Phone Number: Vesting Codes: I I CO 3 Location Information: Legal Description: LOT A County: SANTA CLARA, CA APN: 305-33-100 Census Tract/Block: 5065.03/2 Alternate APN: Township-Range-Sect: Subdivision: Legal Book/Page: Map Reference: /853-E6 Legal Lot: A Tract#: Legal Block: School District: CAMPBELL UN Market Area: Munic/Township: Neighbor Code: . Owner Transfer Information: Recording/Sale Date: 1 Deed Type: Sale.Price: 1 st Mtg Document#: Document#: 5 Last Market Sale Information: i Recording/Sale Date: 09/19/2011 /09/12/2011 1st Mtg Amount/Type: I Sale Price: $775,000 1st Mtg Int. Rate/Type: / Sale Type: FULL 1 st Mtg Document#: Document#: 21326223 2nd Mtg Amount/Type: I Deed Type: GRANT DEED 2nd Mtg Int. Rate/Type: / Transfer Document#: Price Per SgFt: $1,037.48 New Construction: Multi/Split Sale: Title Company: FIDELITY NATIONAL TITLE INSURA Lender: Seller Name: LEXOR INVESTMENTS INC Prior Sale Information: Prior Rec/Sale Date: 07/01/2004/06/24/2004 Prior Lender: PRIVATE INDIVIDUAL Prior Sale Price: Prior 1st Mt Amt/T e: $863,000 I PRIVATE j g YP PARTY Prior Doc Number: 17879932. Prior 1st Mtg Rate/Type: /FIX Prior Deed Type: GRANT DEED Property Characteristics: Year Built/Eff: 1955/1955 Total Rooms/Offices: Garage Area: Gross Area: 747 Total Restrooms: Garage Capacity: Building Area: 747 Roof Type: Parking Spaces: Tot Adj Area: Roof Material: Heat Type: Above Grade: Construction: WOOD Air Cond: NONE #of Stories: 1.00 Foundation: Pool: Other Improvements: Exterior wall: Quality: AVERAGE Basement Area: Condition: AVERAGE Site Information: BUSINESS Zoning: P-D Acres: 0.39 County Use: (DRIVE-IN) j I Lot Area: 17,100 Lot Width/Depth: x State Use: (58) Land Use: COMMERCIAL Commercial Units: 1 Water Type: BUILDING Site Influence: Sewer Type: Building Class: Tax Information: I Total Value: $825,000 Assessed Year: 2011 Property Tax: $10,293.34 Land Value: $823,000 Improved %: Tax Area: 10005 Improvement Value: $2,000 Tax Year: 2011 Tax Exemption: Total Taxable Value: $825,000 RESOLUTION NO. 11426 BEING A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL APPROVING A PLANNED DEVELOPMENT PERMIT (PLN2011-318) TO ALLOW THE CONSTRUCTION OF A NEW 5,393 SQUARE FOOT ONE-STORY COMMERCIAL BUILDING ON PROPERTY LOCATED AT 2135 S. WINCHESTER BOULEVARD. APPLICATION OF MR. KENNETH RODRIGUES, FILE NO: PLN2011-318 After notification and public hearing, as specified by law and after presentation by the Community Development Director, proponents and opponents, the hearing was closed. The City Council finds as follows with regard to File No. PLN2011-318: Environmental Finding 1. The project qualifies as a Categorically Exempt project per 15303 (c) of the California Environmental Quality Act (CEQA) pertaining to the construction of new commercial buildings not exceeding 10,000 square feet in urbanized areas. Evidentiary Findings 2. The project site is located on the southwest comer of Winchester Boulevard and Rincon Avenue and is approximately 17,194 square feet in size. 3. The project site is zoned P-D (Planned Development) on the City of Campbell Zoning Map. 4. The project site is designated Central Commercial on the City of Campbell General Plan Land Use Map. 5. The project site is located within the Winchester Boulevard Master Plan. 6. The project site is bordered by residential uses to the south and west, and commercial uses to the north and east. 7. The proposal will require the City Council to modify the parking standards from 27 on- site stalls to 26 stalls. 8. The proposal will require the City Council to reduce the required five foot front and exterior side yard setback to three feet in order to allow architectural elements to encroach in the required setbacks. 9. The proposal will require the removal of four trees. Y \ �`�� City Council Resolution PLN2011-318 - 2135 S. Winchester Boulevard - Planned Development Permit Page 8 36. Utilit Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. 37. Pavement Restoration: Based on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the previous five years will require boring and jacking for all new utility installations. E. Campbell Avenue nor S. First Street have been reconstructed or overlaid in the last 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities necessary for the project. 38. .- aUl m pro;,yeme ts;- Prior to issuance of any grading or building permits for the site, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be.prepared by a registered civil engineer, pay various fees and deposits, post security and provide insurance necessary to obtain an encroachment permit for construction of the standard public street improvements, as required by the-City Engineer. ma:elal1de-tcPfw� ,° nu Ee_ ifi � � Apr v b, i 7ty I IftioQr: Winchester Blvd.: Street improvements shall be installed consistent with the Winchester Boulevard Master Plan: a. Show location of all existing utilities within the new and existing public right of way. b. Relocation of all existing utilities including utility boxes, traffic controller, service pedestal, poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. Removal of existing traffic controller and service pedestal and related utility boxes. d. Removal of existing driveway approaches, sidewalk, curb and gutter. e. Removal of existing curb ramp at southwest comer of Winchester Blvd. and W. Rincon Avenue. f. Int of "aulb au �iture �vuidend sicfwalklengVVir�ces`t rOBGrd�)�tf 9the �itl�` et ra�f dnlst �ld'... 9R��noi� nue; asOpt rgrdb �it�lgir e g. Installation of decorative treatment to concrete at bulb out feature. h. grist It tioi of ity peel i s r"T -0Vr7e6s�tre g as, irrn��ri° City Council Resolution PLN2011-318 - 2135 S. Winchester Boulevard - Planned Development Permit Page 9 i. l`nst lta ion of Cis' taandarckpj ;;gLifter�and;A®P. Sara Iiant-clrrv-q a. a t eI I y� pp �1 � icaa: o wy1r0 Cod c rm rcial sad R tl ti t it l .s it c rr�: c r�eguasi crerq t e,�d b# �GHt E—Mg G r j. Installation of two (2) ADA compliant curb ramps at the southwest corner of Winchester Blvd. and W. Rincon Avenue. k. Relocation/reconfiguration of existing traffic signal facilities to accommodate the bulb out feature (widened sidewalk along Winchester Blvd.). I. Installation of traffic signal facilities in relation to the relocated/reconfiguration of traffic signal facilities and curb ramps M. IR, i r ding n st lla �dr f s ctc c e overt �or rigsne reds s rctravemex� 4.e ctor�;, �trsstet� e trli s rgied jrteCcty e e and aelated gra g::r9y er��y�pe .etlKto�acgcam� dater IFUl_�bA-0, f�e�t�i�r {wtd�rteed�s�tl��nr�a�k _Ic�ng 'Alin+chi'k�r�Blyd:)"�Ad ��tnon�i�pa°�ig �eyi�t� Its apals_beF, ptbFe-, onfcftz n. �Inst- t�on.=tof s halt,r n to o rfa ; ,erastre t pa er bb-fines'5ratiRiP a Cy r #alo. 1nast� rinilitesto acom� ralate bulb= .ut;fature; squird �bY�D-t_yZEngifg er P. Installation of traffic control, stripes and signs. q. Construction of conforms to existing public and private improvements, as necessary. r. Submit final plans in a digital format acceptable to the City. W. Rincon Avenue: a. Show location of all existing utilities within the new and existing public right of way. b. Relocation of all existing utilities including utility boxes, covers, poles, facilities, etc. outside of sidewalk area. No utility boxes, covers, facilities, etc. will be allowed in the sidewalk area. c. Removal of existing driveway approach, sidewalk, curb and gutter. d. Installation of new traffic controller, service pedestal and related facilities. e. Lln t Nation frC:it�spmMIA t t ees, r .gq6tes4nd irrip -;a-7r 9 f. lfta_Ilatootf: atytdardu�b,gtter r9d��, Aornptrtrsy;ap ` l t 'll�t or aof 4�focit cony rci l si-pX lk *ithZstruct- svrdl' .bmp�n-eel p-g- -� - - - - g. � a�°e e t gnndeng aid �nsta)fation pf,-arphalt poncrdte (verlay^Dor ertgTne ed. trrctural penntseet9�on; Itostr'et ne trl�n as fr erquirdJ b � F d.- d t+ ccoodaie thlb � t f-a!i, -(v e er�e'd Ad va org l ,� ch ster Blvd_} A_dd�ttor�al'pavorig bey dy z y :b�IbYc Res M y: Js� � rO g fo do pta`bw fdffi h. Inttlirrtfp Itcneteo�ver aye pertr�eeparnet�r . tortinypfar:• utili ire ta(I too rdd, ; ban Bcrl�i -ent;v 'o i d-b-yTA = it -dE e en Gyp i. Installation of streetlights, conduits, conductors and related facilities in accordance with the City of Campbell's Street Lighting Policies. City Council Resolution PLN2011-318 - 2135 S. Winchester Boulevard - Planned Development Permit Page 10 j. Installation of traffic control, stripes and signs. k. Construction of conforms to existing public and private improvements, as necessary. 1. Submit final plans in a digital format acceptable to the City. 39. Maintenance of Landscaping Owner(s), current and future, are required to maintain the landscaped park strip and tree wells in the public right of way. This includes, but is not limited to: trees, lawn, plantings, irrigation, etc. Trees shall not be pruned in a manner that would not allow the tree to grow to a mature height. 40. Utility Encroachment Permit: Separate permits for the installation of utilities to serve the development will be required I (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all outer utility work. i 41. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should those ; facilities or other work affect any public improvements, the City may add conditions to the development/project/permit, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City. 42. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements, Santa Clara Valley Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stormwater Qualify: A Companion Document to Start at the Source ("Using Site Design Techniques') by BASMAA, 2003. 43. Occupancy and Building Permit Final: Prior to allowing occupancy and/or final building permit signoff for any and/or all buildings, the applicant shall have the required street improvements installed and accepted by the City, and the design engineer shall submit as-built drawings to the City. v City Council Resolution PLN2011-318 - 2135 S. Winchester Boulevard - Planned Development Permit Page 11 Santa Clara County Fire Department 44. Comment #1: Review of this development proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work, the applicant shall make application to, and receive from, the Building Department all applicable construction permits. 45. Comment #2: Fire sprinklers required. Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.18 whichever is the more restrictive. For the purposes of this section, firewalls used to separate building areas shall be constructed in accordance with the California Building Code and shall be without openings or penetrations. An automatic sprinkler system shall be provided throughout all new buildings and structures. Exception: Group A, B, E, F, I, L, M, S and U occupancy buildings and structures that do not exceed 1,000 square feet of building area. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. CFC Sec. 903.2.1 through 903.2.18 as adopted and amended by CBLMC. 46. Comment #3: Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2007 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 47. Comment#4: Construction Site Fire Safety: All construction sites must comply with applicable provisions of the CFC Chapter 14 and our Standard Detail and Specifications SI-7. 48. Comment #5: Premise Identification. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505 City Council Resolution PLN2011-318 - 2135 S. Winchester Boulevard - Planned Development Permit Page 12 49. To prevent plan review and inspection delays, the above noted Development Review Conditions shall be restated as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. PASSED AND ADOPTED this 19th day of June , 2012, by the following roll call vote: AYES: COUNCILMEMBERS: cristina, Baker, Kotowski NOES: COUNCILMEMBERS: Waterman , Low ABSENT: COUNCILMEMBERS: None ABSTAIN: COUNCILMEMBERS: None APPROVE[: �' l Michael F. Kotowski, Mayor ATTEST: /k-1 Anne Bybee, City Clerk ITEM NO. 2 6: r c c CITY OF CAMPBELL• PLANNING COMMISSION sf Staff Report - May 22,2012 0RCHAR9 PLN2011-318 Public Hearing to consider the application of Kenneth Rodrigues for a PLN2011-319 Planned Development Permit to allow the construction of a new 5,393 square Ken Rodrigues foot one-story commercial building (PI.,N2011-318) and a Tree Removal Scott Plautz Permit to remove four trees (PI�N2011-319) on property located at 2135 S. Winchester Blvd., within a Planned Development(PD) zone district. STAFF RECOMMENDATION That the Planning Commission take the following action: 1. Adopt a Resolution, incorporating the attached findings, recommending that the City Council approve a Planned Development Permit to allow the construction of a new 5,393 square foot one-story commercial building (PLN2011-318) and a Tree Removal Permit to remove four trees (PLN2011-319) on property located at 2135 S. Winchester Blvd., subject to the attached Conditions of Approval. ENVIRONMENTAL DETERMINATION Staff recommends that the Planning Commission find that this project is Categorically Exempt under Section 15303 (c) of the California Environmental Quality Act (CEQA) pertaining to the construction of new commercial buildings not exceeding 10,000 square feet in urbanized areas. PROJfECT DATA Site Area: 17,194 sq. ft. Building Area: Existin Proposed Permitted 1,388 sq. ft.* 5,393 sq. ft. 25,791 'sq. ft. Site Utilization: Building Coverage - 32% ( 5,502 sq. ft.) Landscape Coverage - 6% ( 1,032 sq. ft.) Paving Coverage- 62% (10,763 sq. ft.) Building Height: 21.5 to 26 ft. Building Height Maximum: 45 ft. (Winchester Blvd. Master Plan—Page 21) �. Building Setbacks: Proposed Required Front- 3 to 5 ft.** 5 ft. Interior Side - 25 it. 0 ft. Exterior Side- 3 to 5 ft.. 5 ft. (along street frontage) Rear- 36 ft. 8 ft. C Staff Report-Planning Commission Meeting of May 22,2012 Page 2 PLN2011-318/319—2135 Winchester Blvd. Parking: Proposed Required Vehicle - 26 stalls * 27 stalls Bicycle - 4 stalls 4 stalls Street- 6 stalls N/A Total Stalls - 36 stalls 31 stalls * (To be demolished) **(Adjustment maybe made by the CC) BACKGROUND An application to develop the subject property was considered by both the Planning Commission and City Council in 2006 (PLN2006-81 and 82). This former proposal. involved the construction of a 5,488 square foot one-story commercial center with 26 on-site parking stalls, six (6) street parking stalls and the removal of on-site trees (Attachment 5). The Planning Commission recommended approval of the project on October 10, 2006 and the City Council accepted the recommendation and approved the request on November 21, 2006. Unfortunately, the property owner was did not construct the project and the approval consequently expired. In 2011, the new property owner requested to reactivate the expired entitlement. Once an approved project has expired, the only way to reactivate the decision is to file another application. Although the previous approval established a benchmark of what the City considered as an "acceptable" project, development standards and community goals changed through the adoption of the Winchester Boulevard Master Plan (WBMP — Attachment 6). The WBMP was prepared-in response to an increasing number of developments along Winchester Boulevard. Preparation of the document involved several neighborhood meetings and separate study sessions between the Planning Commission and City Council. The ultimate goal of the Master Plan is to: "...transform this segment of Winchester Boulevard into a vibrant mixed-use, pedestrian-oriented street, lined with ground-level businesses with residential or office above. This plan will provide a physical and 'visual connection to Downtown and Campbell Avenue, as well as help increase Central Campbell's walkability and livability by providing increased housing and shopping opportunities." The WBMP received City Council approval on February 17, 2009. As the goal of the Plan implies and numerous statements within the Plan convey, the resulting development pattern should be an extension of the downtown with emphasis on pedestrian activity. The subject property is located in Area 2 of the WBMP, and this area is bounded by Budd Avenue to the south and West Campbell Avenue to the north. Area 2 is referred to as the "Neighborhood Commercial Boulevard" where land use mixes are oriented in such a manner to respect the sensitivity of adjacent neighborhood areas while providing relevant services. Although the new provisions required slight adjustments to the former 2006 land use entitlement, Staff Report-Planning Commission Meeting of May 22, 2012 Page 3 PLN2011-318/319—2135 Winchester Blvd. many of the original project approval's characteristics have been preserved and are incorporated_ into the new project proposal. DISCUSSION The following represent some of the goals, policies and development standards applicable to the project proposal that have been compiled to facilitate the Commission's project analysis: General Plan: • Policy LUT-5.3: Variety of Commercial and Office Uses: Maintain a variety of attractive and convenient commercial and office uses that provide needed goods, services and entertainment. • Strategy LUT-5.3b: Minimal Setbacks: Design commercial and office buildings city- wide to have minimal setbacks from the sidewalk except to allow for pedestrian oriented features such as plazas,recessed entryways, and wider sidewalks for outdoor cafes. • Strategy LUT-5.3j: Winchester Boulevard Plan: Develop an Area Plan for Winchester Boulevard. The Area Plan should address specific boundaries, mix of uses, street amenities, landscaping, building and site design. • Goal LUT-7: Street Appearance and Public Improvements: Attractive, well-maintained and safe streets,public improvements and utilities. • Strategy LUT-7.2a: Public Improvement Installation: Develop and adopt an ordinance ensuring that property owners of new, infill and substantial remodeling development projects install, upgrade or repair street and public improvements adjacent to the subject property, where and when appropriate. • Strategy LUT-7.2g: Landscaped and Tree Lined Streets: Provide attractive, user friendly,tree-lined streets and install creative landscaping in street improvement projects, where feasible. Winchester Boulevard Master Plan: • First floor commercial space is recommended along the street frontage between Budd and Campbell Avenue in Area 2, with residential or office space above. New development in this area should complement Downtown with an emphasis on small-scale, pedestrian- oriented commercial uses, including specialty retail, restaurants, and local/neighborhood services. • Building heights should be a maximum of 45 feet in Area 2 and 55 feet in Areas 1 and 3. Building heights should be related to lot depth, and should step down adjacent to single- family residential areas. Variation in building heights and variation of building rooflines and massing is strongly recommended. • Contribution(s)to streetscape-related capital improvements should be considered for new development. These improvements could include widened sidewalks, corner curb bulb- outs, street trees,median islands, and/or other elements. • Parking should be located to the rear, side, or below buildings, and strongly discouraged along the Winchester Boulevard frontage. i Staff Report- Planning Commission Meeting of May 22, 2012 Page 4 PLN201 1-3 18/3 19—2135 Winchester Blvd. ANALYSIS The subject property is located within the Planned Development (PD) zone district as well as the WBMP. As stipulated in the Campbell Municipal Code (CMC) § 21.12.030 E, the decision- making body shall take into consideration any relevant design guidelines that have been adopted by the city. In this regard, the WBMP should be the main reference for design review guidance. In its review of this application, the Planning Commission's role is to consider the criteria contained in CMC § 21.12.030 H5 and 6 (P-D Zoning District, Permit Required- Attachment 7) in forming their recommendation to the City Council. The City Council is the decision-maker whereby their decision will be in the form of a resolution for this particularly sized project. To facilitate the Planning Commission's review, fundamental architectural elements are discussed in the following sections including conformance with the WBMP's design objectives: Site Planning—Page A3 of the plan set provides the majority of the site planning characteristics. They are as follows: • The building is located along the street frontage with parking directly behind. • A bulb-out is located on the corner which flares into Winchester Boulevard and not Rincon Avenue. • Access to the site is from Rincon Avenue and from Mission Way, a historical access point. • An existing driveway on Winchester Boulevard will be removed. • The sidewalk will be reconstructed and widened. • A consistent street tree pattern is provided along Winchester Boulevard, within the new sidewalk. • Six (6) new on-street parking stalls will be provided. • The Fire Department Connection (FDC) is located at the south rear corner of the building. • The Backflow Preventer is located within a planter area near the north rear corner of the building,fronting Rincon Avenue. • A four to six foot tall wooden fence will be located along the entire rear property line. • A trash enclosure will be located adjacent to the rear property line. The above proposed improvements are consistent with the WBMP development standards. However, the proposal is inconsistent with the following standards and will require further consideration: • Building Setbacks — The building is required to be located five (5) feet behind the property line. This five foot setback,together with a required 10 foot sidewalk within the public right-of-way, is intended to provide a combined 15 foot sidewalk consistent with the Master Plan's goal to improve the walkability and pedestrian-accessible retail experience. Although a five foot setback is required, the WBMP allows setback adjustments to permit the encroachment of special architectural features. X Staff Report-Planning Commission Meeting of May 22, 2012 Page 5 PLN2011-318/3'19—2135 Winchester Blvd. The building's architectural features encroach approximately two (2) feet into the required setback in order to achieve recessed front entries. Because the majority of the building's form respects the five foot setback, staff believes a setback adjustment can be supported. • Utility Boxes — There are two above ground cabinets referred to on the plan set as existing utilities located near the corner of Winchester Boulevard and Rincon Avenue (Attachment 8). One cabinet contains traffic control equipment and the second is the electrical meter that serves power to the equipment. According to the plan set, these are proposed to be retained in place because the applicant believes the relocation costs are prohibitive. A key element of the WBMP is to improve the overall image and function of the Winchester Boulevard streetscape. The Master Plan goes as far as requiring the installation of underground utility vaults to help achieve this goal. Not only will the"in- place" retention of the cabinets be inconsistent with the goals of the WBMP, their location will create an awkward relationship to the main entry of the corner tenant space, forcing pedestrians to walk between both cabinets to access the building's front door. Although the applicant believes this is a new requirement, the previous 2006 approved project conditioned the same improvements. In order to achieve consistency with the 2006 approval and the WBMP, staff conditioned the project to require the relocation of the utility boxes to a location acceptable to the CityEngineer. Parkin —Page A3 of the plan set illustrates the location and design of parking stalls as follows: • A total of 26 on-site vehicle parking stalls are provided. • Fifteen (15) 90 degree angled parking stalls will be located within the bulk of the parking lot,two of which will be "accessible" stalls. • Seven (7) 45 degree angled parking stalls will be located off the main parking lot, with egress onto Mission Way. • Four (4) 90 degree angled parking stalls will be located immediately off Mission Way and will take ingress/egress off the existing driveway. • All stalls will be designed as "uni-stalls" meaning either 16 foot depths (with two foot overhangs) or 18 foot depths (and no overhang) and 8 '/z feet widths. • Two short-term bicycle racks are located within the middle of the site. • Two long-term bicycle lockers are located within a landscape strip at the Rincon Avenue entrance side of the parking lot. • Six (6) off-site street parking stalls are provided. • Four (4) new 19 foot tall arm-mounted light standards will be positioned along the rear property line, directing light onto the parking lot. These are full cutoff luminaries. The majority of the above proposed improvements are consistent with the Campbell Municipal Code, the WBMP development standards, and lighting requirements (see light study — Sheet ALR-1). However, the proposal is inconsistent with the following standard and will require further consideration: Staff Report- Planning Commission Meeting of May 22, 2012 Page 6 PLN2011-318/319—2135 Winchester Blvd. 0 Parking Stall Quantity—Retail parking is calculated at 1 stall per 200 square feet of gross floor area. Because the building is 5,393 square feet, the minimum quantity of required on-site vehicle parking stalls is 27. However, only 26 stalls are provided. The proposed parking configuration is consistent with the 2006 previous approval where 26 stalls were determined adequate for a slightly larger building. The justification for the one stall deficiency was due to the addition of 6 off-site "street" parking stalls where none currently exist. Unlike the 2006 approval, the current proposal provides four bicycle stalls thus technically increasing the parking supply. Although the on-site parking is deficient one stall, both the Campbell Municipal Code and the WBMP allow for adjustments to the parking requirements. Staff is able to recommend approval of an adjustment based on the addition of six (6) off-site street parking stalls and four on-site bicycle parking stalls. Tenant Space Orientation — The previously approved building design incorporated two main store fronts to the individual tenant spaces (Attachment 9). Because the WBMP requires that the building's main entries be oriented to the street frontage and directly adjacent to the sidewalk, staff worked with the applicant to de-emphasize the rear entries or remove them altogether. Staff has learned through experience that tenant spaces with front and rear entries will favor the parking lot side for primary access with the opposing "street" side being used as a fagade to display window signs. However, the applicant decided to retain the rear entry doors and deemphasize the buildings rear elevation based on the belief that the doors will retain more leasable value if they were preserved. Staff finds the de-emphasized design acceptable as compared to the former design approach. Signs — According to the Design Guidelines of the WBMP, all signs should substantially conform to guidelines specified in Sign Standards for Historic Downtown Campbell(Attachment 10). In other words, the sign design provisions serve as a guide but not as an absolute requirement for future sign designs and types. A condition has been included within the attached conditions of approval requiring the submittal of a Master Sign Plan application, consistent with CMC § 21.30.030 H,prior to the issuance of building permits. The Master Sign Plan would then need approval prior to final inspection of the built project. As discussed within the "Tenant Space Orientation" portion of the staff report, the presence of rear entries into the individual tenant spaces may result in the street side frontage being used as a means to display window signs because of its potential lack of primary use. Pursuant to the Sign Standards for Historic Downtown Campbell, each business is allowed to install one wall sign, one window sign and one projecting sign. Although it appears that these provisions convey the desire and/or opportunity to display a business name, it does not explicitly state that and the City's ability to regulate a sign's message is severely limited under the First Amendment of the United States Constitution. In this regard, there is a strong likelihood that future window signs fronting Winchester Boulevard will be used for other forms of commercial message. As the City has learned, window signs are difficult to regulate and tend to create "sign pollution" among many business store fronts. The Planning_Commission may want to consider limitations of window signs along the building's front or a prohibition alto eg ther. It should-be noted that the applicant has commented that such limitations may create leasing challenges. Staff Report-Planning Commission Meeting of May 22, 2012 Page 7 PLN2011-318/319—2135 Winchester Blvd. Building Form — The building form is similar to the form of the original 2006 project. Each tenant space has display windows and recessed entries as required by the WBMP. In an effort to avoid a monotonous building design, three different fagade treatments provide the appearance of individual storefronts. A difference between the 2006 approved project and the proposed is that the former was approved with four storefront designs and the latter consists of three. Because the proposed floor plan depicts four tenant spaces, the Planning Commission should discuss the desire to incorporate a fourth fagade treatment as did the 2006 approved project. A major difference between the current proposal and the 2006 project is the incorporation of a pedestrian breezeway through the building. The purpose of the breezeway'is to encourage on- site pedestrian circulation from the parking lot to the building's front. In an effort to minimize the appearance of two buildings, the applicant modified the.fagade to extend the parapet wall to . more clearly join the buildings (Attachment 9). The breezeway will also incorporate a skylight to cast light into an otherwise dark corridor. Staff is able to recommend approval of the building's design.as presented. Tree Removal and New Plantings —The site currently supports four mature trees'(Attachment 11). All four trees are proposed for removal. The rear tree, which has two trunks, is being considered two trees as reflected in the arborist reports (Attachment 12). The rear trees were conditioned to be retained in the original project approval with conditions to make substantial project changes in an attempt to minimize root disturbance. Because the project changes would result in a decrease of on-site parking stalls, staff is able to recommend approval of the tree removal request to preserve parking. Although the trees will be removed, the applicant will replant the site with additional vegetation. It should be noted that the vegetation illustrated on the site plan (Sheet A3) and landscape plan (Sheet L1) slightly differ. Conversation with the applicant reveals that the landscape plan illustrates the preferred planting arrangement and the project has been conditioned as such. Within the landscape plan, the project will provide ten (10) new trees consisting of Maple, Peppermint, Crape Myrtle and Flowering Pear. These trees will be in addition to the six, (6)trees integrated into the public right-of-way improvements. In addition, the site will accommodate perimeter ground cover and bushes in an effort to revegetate the property and parking lot. Site and Architectural Review Committee: The Site and Architectural Review Committee (SARC)reviewed this application at its meeting of May 8, 2012. The Committee was supportive of the project in general and believes the project will be a nice contribution to the various improvements along Winchester Boulevard. However, SARC was concerned with the placement of window signs on storefront windows that have the potential to detract from the buildings aesthetics and pedestrian environment. In addition, the SARC affirmed that retaining the above. grade cabinets on Winchester Boulevard will further detract from the building's aesthetics and agreed to their relocation. It was suggested that the applicant coordinate with the utility companies to explore "joint trenching" options as way to reduce costs. Further, the SARC suggested adding motorcycle stalls to the on-site parking supply in an effort to make up for the one stall deficiency. X Staff Report-Planning Commission Meeting of May 22, 2012 Page 8 PLN2011-318/319—2135 Winchester Blvd. Attachments: 1. Findings for Approval 2. Conditions of Approval 3. . Project Plans 4. Color/Material Board 5. 2006 Approved Project 6. WBMP Link- www.cityofcampbell.com/Planning/Resources/Winchester%2OMaster%2OPlan.pdf 7. CMC § 21.12.03 0 H5 and H6 8. Photo of the Above Ground Cabinets 9. Elevation changes between 2011 and 2012 10. Sign Standards for Historic Downto Campbell 11. Photo of the On-Site Trees 12. Arborist Reports Prepared by: Paul Kermoyan, Planning Manager Attachment#1 FINDINGS RECOMMENDING APPROVAL OF FILE NO. PLN2011-318 & 319 SITE ADDRESS: 2135 Winchester Blvd. APPLICANT: Ken Rodrigues,AIA OWNER: Scott Plautz P.C. MEETING: May 22, 2012 Findings for recommending that the City Council approve a Planned Development Permit to allow the construction of anew 5,393 square foot one-story commercial building (PLN2011-318) and a Free Removal Permit to remove four trees (PLN2011-319). The Planning Commission finds as follows with regard to file number PLN2011-318 & 319: Environmental Finding 1. The project qualifies as a Categorically Exempt project per 15303 (c) of the California Environmental Quality Act (CEQA) pertaining to the construction of new commercial buildings not exceeding 10,000 square feet in urbanized areas. Evidentiary Findings 2. The project site is located on the southwest corner of Winchester Boulevard and Rincon Avenue and is approximately 17,194 square feet in size. 3. The project site is zoned P-D (Planned Development) on the City of Campbell Zoning Map. 4. The project site is designated Central Commercial on the City of Campbell General Plan Land Use Map. 5. The project site is located within the Winchester Boulevard Master Plan. 6. The project site is bordered by residential uses to the south and west, and commercial uses to the north and east. 7. The proposal will require the City Council to modify the parking standards from 27 on-site stalls to 26 stalls. 8. The proposal will require the City Council to reduce the required five foot front and exterior side yard setback to three feet in order to allow architectural elements to encroach in the required setbacks. 9. The proposal will require the removal of four trees. 10. The proposed project will be compatible with the underlying Central Commercial General Plan land use designation and the Winchester Boulevard Master Plan, as conditioned. Page 2 of 2 11.No substantial evidence has been presented which shows that the project, as currently presented and subject to the required Conditions of Approval, will have a significant adverse impact on the environment. 12. There is a reasonable relationship and a rough proportionality between the Conditions of Approval and the impacts of the project. 13. There is a reasonable relationship between the use of the fees imposed upon the project and the type of development project. 14. The Planning Commission's recommended Conditions of Approval are attached. Based upon the foregoing findings of fact and pursuant to Campbell Municipal Code Sec. 21.12.030(H6),the Planning Commission further finds and concludes that: 15. The proposed development or uses clearly would result in a more desirable environment and use of land than would be possible under any other zoning district classification; 16. The proposed development would be compatible with the general plan and will aid in the harmonious development of the immediate area; 17. The proposed development will not result in allowing more residential units that would be allowed by other residential zoning districts which are consistent with the general plan designation of the property; and 18. The proposed development would not be detrimental to the health, safety or welfare of the neighborhood or of the city as a whole. Attachment#2 RECOMMENDED CONDITIONS OF APPROVAL FOR FILE NO. PLN2011-318 &319 SITE ADDRESS: 2135 Winchester Blvd. APPLICANT: Ken Rodrigues,AIA OWNER: Scott Plautz P.C. MEETING: May 22, 2012 The applicant is hereby notified, as part of this application, that he/she is required to meet the following conditions in accordance with the ordinances of the City of Campbell and the State of California. Where approval by the Community Development Director, City Engineer, Public Works Director, City Attorney, or Fire Department is required, that review shall be for compliance with all applicable Conditions of Approval, adopted policies and guidelines, ordinances, laws and regulations, and accepted engineering practices for the item under review. Additionally, the applicant is hereby notified that he/she is required to comply with all applicable Codes or Ordinances of the City of Campbell and the State of California that pertain to this development and are not herein specified: COMMUNITY DEVELOPMENT DEPARTMENT Planning Division 1. Approved Project: Approval is granted for a Planned Development Permit to allow the construction of a new 5,393 square foot one-story commercial building (PLN2011-318) and a Tree Removal Permit to remove four trees (PLN2011-319) on property located at 2135 Winchester Boulevard. The project shall substantially conform to the revised project plans and color/materials board stamped as received by the Planning Division on April 30, 2012 except as may be modified by the conditions of approval herein. 2. Permit Expiration: The Planned Development Permit and Tree Removal Permit shall be valid for two years from the date of final approval. The City Council will be the final approving authority who will hear the item on June 19, 2012 with second reading on July 3, 2012. Therefore, the two year period will end on July 3, 2014. Within this two-year period an application for a building permit must be submitted and actively pursued. Failure to meet this deadline will result in the Planned Development Permit and Tree Removal Permit being rendered void. 3. Planning_Final Required: Planning Division clearance is required prior to Building Permit final. Construction not in substantial compliance with the approved project plans shall not be approved without prior authorization of the necessary approving body. 4. Final Landscaping Plan: The applicant shall submit a final landscape and irrigation plan with the building permit construction plans in compliance with the City's Water Efficient Landscape Guidelines. Both the site plan and landscape plan shall be made consistent with the landscape plan illustrated within the proposed plan set dated April 30, 2012. 5. Grading Plan.: The building permit construction plans shall include a grading and drainage plan prepared by a qualified engineer indicating actual (not assumed) existing and proposed grades relative to existing grade and showing management of on-site drainage, for review and j Page 2of9 approval by the Community Development Director. The existing grade shall be modified by the minimum necessary to ensure proper drainage as determined by the Community Development Director. b. Height Measurements: The height measurements on the elevation sheets shall be revised on the building permit construction plans to be consistent with the grading and drainage plan. Height measurements should occur at three elevations; existing grade, finished floor, and top of structure. 7. Detail Drawings: The building permit construction plans shall include detail drawings ("cut- sheets") of the architectural elements, as required by the Planning Division. 8. Parking: All parking and driveway areas shall be maintained in compliance with the standards in Chapter 21.28 (Parking & Loading) of the Campbell Municipal Code and the Winchester Boulevard Master Plan. 9. CoWliancc with Other Re ugulations: The applicant shall comply with all state, county, and city regulations and laws that pertain to the proposed project. 10. 0n-Site Lighting: On-site lighting shall be shielded away from adjacent properties and directed on site. The design and type of lighting fixtures and lighting intensity of any proposed exterior building lighting shall be reviewed by the Community Development Director prior to installation of the lighting for compliance with all applicable Conditions of Approval, ordinances, laws and regulations. The Director will have the authority to reject, approve or request modifications to the lighting design to achieve these goals. Parking lot lighting shall be the four light standards as illustrated on the project plans dated April 30, 2012. 11. Si na e: No building signs have been considered as part of this Planned Development Permit. Future signage shall be considered pursuant to applicable City development standards and processes. In this case, a Master Sign Plan shall be submitted prior to building permit issuance and shall receive a decision prior to final inspection of the building in an effort to ensure that proper sign guidance is provided for future tenants. 12. Construction Activities: The applicant shall abide by the following requirements during construction: a. The project site shall be posted with the name and contact number of the lead contractor in a location visible from the public street prior during all periods of construction. b. Construction activities shall be limited to weekdays between 8:00 a.m. and 5:00 p.m. and Saturdays between 9:00 a.m. and 4:00 p.m. No construction shall take place on Sundays or holidays unless an exception is granted by the Building Official. c. All construction equipment with internal combustion engines used on the project site shall be properly muffled and maintained in good working condition. d. Unnecessary idling of internal combustion engines shall be strictly prohibited. Page 3 of 9 e. All stationary noise-generating construction equipment, such as air compressors and portable power generators, shall be located as far as possible from noise-sensitive receptors such as existing residences and businesses. f. Use standard dust and erosion control measures that comply with the adopted Best Management Practices for the City of Campbell. Building Division 13. Permits Required: A building permit application shall be required for the proposed new commercial structure. The building permit shall include Electrical/Plumbing/Mechanical fees when such work is part of the permit. 14. Construction Plans: The Conditions of Approval shall be stated in full on the cover sheet of construction plans submitted for building permit: 15. Size of Plans: The minimum size of construction plans submitted for building permits shall be 24 in. X 36 in. Applicant shall also submit (1) reduced size 11"x 17" copy of plans and submit any necessary revision sheets for this copy as required and an electronic version copied to CD. 16. Plan Preparation: This project requires plans prepared under the direction and oversight of a California licensed Engineer or Architect. Plans submitted for building permits shall be "wet stamped" and signed by the qualifying professional person. 17. Site Plan: Application for building permit shall include a competent site plan that identifies property and proposed structures with dimensions and elevations as appropriate. Site plan shall also include site drainage details. Site address and parcel numbers shall also be clearly called out. Site parking and path of travel to public sidewalks shall be detailed. 18. Soils Report: Two copies of a current soils report, prepared to the satisfaction of.the Building Official, containing foundation and retaining wall design recommendations shall be submitted with the building permit application. This report shall be prepared by a licensed engineer specializing in soils mechanics. 19. Foundation Inspections: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project building inspector upon foundation inspection. This certificate shall certify compliance with the recommendations as specified in the soils report and the building pad elevation and on-site retaining wall locations and elevations are prepared according to approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer for the following items: a. pad elevation b. finish floor elevation(first floor) c. foundation corner locations 20. Title 24 Energy Compliance: California Title 24 Energy Compliance forms shall be blue-lined on the construction plans. 8Y2 X 11 calculations shall be submitted as well. Compliance with the Standards shall be demonstrated for conditioning of the building envelope and lighting of the building. r i I Page 4 of 9 21. Special Inspections: When a special inspection is required by C.B.C. Chapter 17, the architect or engineer of record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the building permits, in accordance with C.B.0 Appendix Chapter 1, Section 106. Please obtain City of Campbell, Special Inspection forms from the Building Inspection Division Counter. 22. Non-point Pollution Control Program: The City of Campbell, standard Santa Clara Valley Non-point Source Pollution Control Program specification sheet shall be part of plan submittal. The specification sheet (size 24" X 36") is available at the Building Division service counter. 23. Title 24 Accessibility_— Commercial: On site general path of travel shall comply with the latest California Title 24 Accessibility Standards. Work shall include but not be limited to accessibility to building entrances from parking facilities and sidewalks. 24. Title 24 Accessibility— Commercial: Projects seeking to use the Title 24 Hardship exemption clause shall blue-line completed, City of Campbell "20%" exemption form on submitted construction plans. Form is available at Building Division service counter. 25. Approvals Required: The project requires the following agency approval prior to issuance of the building permit: a. West Valley Sanitation District(378-2407) b. Santa Clara County Fire Department (378-4010) C. School District: i) Campbell Union School District (378-3405) ii) Campbell Union High School District (371-0960) iii) Moreland School District (379-1370) iv) Cambrian School District (377-2103) Note: To determine your school district, contact the offices identified above or visit: http://www.secoe.kl2.ca.us/resourcesfamilies/districtlocator. Obtain the School District payment form from.the City Building Division, after the Division has approved the building permit application. d. Bay Area Air Quality Management District(Demolitions Only) 26. P.G.&E: Applicant is advised to contact Pacific Gas and Electric Company as early as possible in the approval process. Service installations, changes and/or relocations may require substantial scheduling time and can cause significant delays in the approval process. Applicant should also consult with P.G. and E. concerning utility easements, distribution pole locations and required conductor clearances. 27. Construction Fencing: This project shall be properly enclosed with construction fencing to prevent unauthorized access to the site during construction and disruption to the.pedestrian sidewalks. The construction site shall be secured to prevent vandalism and/or theft during hours when no work is being done. E Page 5 of 9 28. LEED for New Construction: Applicant shall complete and return LEED® Project Checklist prior to issuance of permit. 29. CAL Green for Commercial Buildings: This project is subject to the mandatory requirements for non-residential projects, California Green Building Code 2010 edition. htti)://www.documents.dgs.ca..ggv/bsc/CALGreen/2010 CA Green Bld&.pdf Public Works Department 30. Proof of Ownership: Prior to issuance of any grading, drainage, or building permits for the site, the applicant shall provide a current Preliminary Title Report, grant deed, or other. satisfactory proof of ownership. 31. Public Service Easement: Prior to issuance of any grading or building permits for the site, the applicant shall grant a 5 foot public service on private property contiguous with the public right-of-way along the Winchester Boulevard frontage, unless otherwise approved by the City Engineer. Additionally, the applicant shall grant a 5 foot public service easement on private property along the W. Rincon Avenue frontage to accommodate the relocated traffic controller and service pedestal with adequate clearance, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 32. Soils Report: Prior to issuance of any grading or building permits for the site, applicant shall provide a soils report prepared by a registered geotechnical or civil engineer. 33. Grading and Drainage_Pla_n_ Prior to issuance of any grading or building permits for the site, the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered grading and drainage plan, and pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans. 34, Utilities: All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. 35. Water Meter(s) and Sewer Cleanout(s): Existing and proposed water meter(s) and sewer cleanout(s) shall be relocated or installed on private property behind the public right-of-way line. 36. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. Page 5 of 9 28. LEED for New Construction: Applicant shall complete and return LEED® Project Checklist prior to issuance of permit. 29. CAL Green for Commercial Buildings: This project is subject to the mandatory requirements for non-residential projects, California Green Building Code 2010 edition. http://www.documents.dgs.ca.gov/bsc/CAL,Green/2010 CA Green Bldg.pdf Public Works Department 9site, Proof of Ownership: Prior to issuance of any grading, drainage, or building permits for the the applicant shall provide a current Preliminary Title Report, grant deed, or other V � satisfactory proof of ownership. 31. Public Service Easement: Prior to issuance of any grading or building permits for the site, the applicant shall grant a 5 foot public service on private property contiguous with the public right-of-way along the Winchester Boulevard frontage, unless otherwise approved by the City Engineer. Additionally, the applicant shall grant a 5 foot public service easement on private property along the W. Rincon Avenue frontage to accommodate the relocated traffic controller and service pedestal with adequate clearance, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 32. Soils Report: Prior to issuance of any grading-or building permits for the site, applicant shall provide a soils report prepared by a registered geotechnical or civil engineer. 33. Grading and Drainage Plan: Prior to issuance of any grading or building permits for the site, the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered grading and drainage plan, and pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans. 34. Utilities: All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. 35. Water Meter(s) and Sewer Cleanout(s): Existing and proposed water meter(s) and sewer cleanout(s) shall be relocated or installed on private property behind the public right-of-way line. 36. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. Page 6 of 9 37. Pavement Restoration: Based on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within_the previous five years will re a boring and jacking for all new utility installations. E(E. Campbell Avenue nor ytvi First St have been reconstructed or overlaid in the last 5 years. The pavement restoration e4-w. }vS plan shall indicate how the street pavement shall be restored following the installation or SVW[d abandonment of all utilities necessary for the project. M-0 38. Street Improvements: Prior to issuance of any grading or building permits for the site, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be prepared by a registered civil engineer,pay various fees and deposits, post security and provide insurance necessary to obtain an encroachment permit for construction of the standard public street improvements, as required by the City Engineer: The plans shall include the following, unless otherwise approved by the City Engineer: Winchester Blvd.: Street improvements shall be installed consistent with the Winchester Boulevard Master Plan a. Show location of all existing utilities within the new and existing public right of way. b. Relocation of all existing utilities including utility boxes, traffic controller, service pedestal, poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. Removal of existing.traffic controller and service pedestal and related utility boxes. d. Removal of existing driveway approaches, sidewalk, curb and gutter. e. Removal of existing curb ramp at southwest comer of Winchester Blvd. and W. Rincon Avenue. f. Installation of a bulb out feature (widened sidewalk along Winchester Blvd.) at the southwest corner of Winchester Blvd. and W. Rincon Avenue, as required by City Engineer. g. Installation of decorative treatment to concrete at bulb out feature. h. Installation of City specified street trees, tree grates and irrigation as required by the City Engineer. i. Installation of City standard curb, gutter and ADA compliant driveway approach. Installation of 10 foot commercial sidewalk with structural soil component as required by the City Engineer. - j. installation of two (2) ADA compliant curb ramps at the southwest comer of �t Winchester Blvd. and W.,Rincon Avenue. k. Relocation/reconfiguration of existing traffic signal facilities to accommodate the bulb out feature (widened sidewalk along Winchester Blvd.). 1. Installation of traffic signal facilities in relation to the relocated/reconfiguration of traffic signal facilities and curb ramps. in. Pavement grinding and installation of asphalt concrete overlay, or engineered UAW structural pavement section, to street centerline, as required by the City Engineer, and related grading revisions needed to accommodate the bulb out feature (widened sidewalk along Winchester Blvd.). Additional paving beyond bulb outs may also be required for acceptable conforms. n. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. 2145 Winchester Blvd. k. Construction of conforms to existing public and private improvements, as necessary. 1. Submit final plans in a digital format acceptable to the City 10. Maintenance of Landscgping_ Owner(s), current and future, are required to maintain the landscaped park strip and tree wells in the public right of way. This includes, but is not limited to: trees,'lawn, plantings, irrigation, etc. Trees shall not be pruned in a manner that would not allow the tree to grow to a mature height. 11. Utility Encroachment Permit: Separate permits for the installation of utilities to serve the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work. 12. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should those facilities or other work affect any public improvements, the City may add conditions to the development/project/permit, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City. 13. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES)permit requirements, Santa Clara Valley Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stormwater Quality: A Companion Document to Start at the Source ("Using Site Design Techniques") by BASMAA, 2003. 14. Occupancy and Building Permit Final: Prior to'allowing occupancy and/or final building permit signoff for any and/or all buildings, the applicant shall have the required street improvements installed and accepted by the City, and the design engineer shall submit as- built drawings to the City. J:\LandDev\Conditions\Ping\Winchester2145 April2012.doc Page 4 of 4 n - r 16 { • � ' all v I y -.-�-aom tit / ?I d 1'4 l.1 '�__'y 1�t, '.'i�'iv{ ,s t� a.'' +'.,'+ '•`Iti ,�,. .-.-.��ri_. Proposed Conditions (Area 2) -Buildings along street frontage; parking behind -Underground power lines - On-street parking -Bulb-outs/parking pockets slow traffic - Evaluate additional crosswalks at signals -Bicycles: bike route -Consistent street trees -Combined pedestrian-oriented/street lighting standards Winchester Boulevard — Area 2 Proposed -18- No On-Street.Parking Area 3 d _. r Dunster 17 ve "• � ' I '_ n Y ' V i � to 2 ;Campbell Community-Center - Campbell _ - ? The Home` United 'Church Methodist" Church • x7 7 w�a�rme� iv�w1 i�d� 7 re Heritage Villa a .'Heri"g. to e'ViIlage :. •. Ca mpbeU ' Offices Apartments' Gateway Square p • Esther Ave y L - V �p I W � V O s 7 , Potential Pull Bulb-Out Potential Partial Bulb-Out F1, a ioo, zso' Soo, Streetscape Improvement Concept -32- °V CA DEVELOPMENT REVIEW COMMITTEE r C _ 0 ROUTING SHEET DEVELOPMENT APPLICATION n4CeAAd Distribution: April 3, 2012 —Third Submittal Presentation: April 10, 2012 Completeness Comments: April 17, 2012 Conditions: Aril 24, 2012 sooner ifpossible) ROUTE TO: X Building Division Police Department Fire Department Redevelopment Agency �XT LandTDevelop,ent�E;n�ir eer X Traffic Engineer tea. " =iJ+1 ( PROJECT DESCRIPTION: Planned Development and Tree Removal Permit to demolish an existing commercial building (A & W) in order to construct a new 5,488 square foot one-story commercial center on a 17,194 sq. ft. property. File No.: PLN2011-318 APN: 305-33-100 Applicant: Kenneth Rodrigues, AIA Property Owner: 2145 S. Winchester LLC—Scott Plautz Project Address: 2145 S. Winchester Blvd. Zoning District: Planned Development (PD) General Plan Designation: Central Commercial PROJECT PLANNER: Paul Kermoyan 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) S:\11—FF Winchester Blvd Imp Project ho CAD\Improvement Plans\L-1 LA d� /4/2012 3:35:36 PM, 1:10 I I V 5L I Ij 21+5 \&1,n6es+e r bW cl . S� - i L LA I I S-Q I ---------- -- ----- ---.--- � --- ,, i — - ------- — SJL __ ---i— r -P N NC) I S:\11—FF Winchester Blvd Imp Project ICE 'CAD\Improvement Plans\L-1 LA .dv, !4/2012 3:35:36 PM, 1:10 1U I 11 I I I �c ------ -- ------ •. I I I I I ; I I _ I I I I 4 of ' C4,,, URCHAR� . I CITY of CA4BELL Community Development Department i March 5, 2012 Ken Rodrigues, AIA 445 N. Whisman Mountain View, CA 94043 Re: Planned Development Permit (PLN2011-318) and Tree Removal Permit (PLN2011-319) 2135 "I h�eeteIR = Dear Mr. Rodrigues: Thank you for the application material submitted on February 16, 2012 in response to the City's January 11, 2012 completeness letter. As you are aware, the application was deemed incomplete pending the submittal of additional information in response to the various departments' comments. Following the resubmittal of the application material, the plans were reviewed at two Development Review Committee (DRC) meetings. Based on DRC review, the application remains incomplete. Please respond to the following items and submit revised material if so requested: PLANNING 1. Per the original Item #1 Planning comment and the Item #20 Public Works comment, the building's walls and landscaping improvements encroach into the required 15 foot setback. Although Planning and Public Works staff can support these encroachments, the project will still require a "setback adjustment" per the Master Plan (Page 24). There is no fee required for this request. Please acknowledge this requirement. 2. Per the original Item #3 Planning comment, the project provides 26 off-street parking stalls where 27 stalls are required. Although staff understands that seven (7) on- .street parking stalls will be provided, the City's parking regulations pertain to "off- street" parking improvements. Therefore, a parking modification request is-still required. There is no fee required for this request. Please acknowledge this requirement. 70 North First Street • Campbell, California 95008-1423 • TEL 408.866.2140 • FAX 408.871.5140 • TDD 408.866.2790 inchester Blvd. PLN2011-318/319 b'3W 2135 t Page 2 3. Per the original Item #6 Planning comment, the City's parking stall dimension standards are 8.5 feet by 18 feet. This standard was recently adopted in a comprehensive parking ordinance amendment which eliminated "standard" and "compact" parking stall dimensions in favor of a "uninstall" standard. Unfortunately, the Master Plan and Zoning Ordinance provides no amendment process to deviate from this requirement save for a typical variance request. Please make the required changes necessary to satisfy the City's current standards as well as the accessibility concerns raised in your February 14, 2012 letter. 4. Per the original Item #9 Planning comment, the need for a Master Sign Program was discussed. Based on the recent revisions which now eliminate extra signage, the need for a Master Sign Program decided by the Planning Commission at this juncture can be avoided. A typical condition of approval defers the approval of such a plan prior to the installation of the first sign, which is administratively processed. Although not needed now, you may want to start thinking about submitting such a plan using the City's sign ordinance provisions as a guide. All signage currently illustrated on the elevation drawings will be treated as merely "illustrations" and not specific approvals. Please note this understanding on the plans. 5. Per the original Item #12 Planning comment and Item #23 Public Works comment, staff suggested the relocation of the above ground electrical and traffic control cabinets. Please refer to the Public Works comment within this letter for guidance on how the project plans should be revised. 6. Per the original Item #13 Planning comment, the location of the "combo" FDC and backflow preventer should be illustrated on the plans. Although the FDC location is now clearly illustrated, the backflow preventer location is not. Clearly identify the location of the second device and/or direct staff to the plan page it may already be illustrated. 7. Per the original Item #14 Planning comment, please submit an elevation drawing of the proposed light standard fully dimensioned to verify its height and design. 8. Design Suggestion — Per the original Item #15 Planning comment, please consider more appropriately integrating the proposed metal electrical cabinet into the building design. 9. Design Clarification — Per the original Item #17 Planning comment, please clarify that the middle of the proposed breezeway will have an "atrium" opening. 10. Tree Preservation — Staff phoned your office approximately two weeks ago requesting a.response to an updated arborist report. As you are aware, staff accepted the 2006 arborist report with an understanding that a new report be prepared. Staff is aware that one has been prepared. Nevertheless, the 2006 arborist report state's that the originally approved hardscape surfaces would need to be revised to protect the health of the tree. In staff's voice mail message to your office, it was requested that this concern be addressed within the current proposal PLN2011-318/319 — 2135=-, ,4 inchester Blvd. Page 3 since the hardscape material location appears similar to what was previously approved. Please provide an updated arborist report and address how the existing Redwood tree(s) will be preserved. PUBLIC WORKS DEPARTMENT COMMENTS 11.Provide the City with-an updated (within the last six months) preliminary title report for the subject site. 12.Sheet 3 of the Civil plans identify that the replacement of the parking lot surface material from asphalt to pervious pavement brings the total new impervious surface for the site to 9,990 SF. Sheet A2 identifies that the paved/impervious area to be - 10,510 SF. Please clarify this discrepancy in the calculations, as this information is critical in determining the required,storm water treatment for the site. Once more information is provided further completeness comments could be added. 13.This project is subject to the Winchester Master Plan, which can be found on the City's website here: http://www cityofcampbell com/Planning/ResourcesNVinchester%20Master%20Plan. pdf A pedestrian corner bulb-out with two (2) ADA compliant curb ramps will be required at the southwest corner of Winchester Blvd. and W. Rincon Avenue. Revise the plans to show a new bulb-out at this corner per the attached sketch that shows the bulb out encroaching onto Winchester Blvd. only. The revised submittal shows a 10 foot curb offset for the bulb out from the existinq curb alignment. It is required to maintain a 4 foot bike lane along Winchester Blvd., which would require a curb offset for the bulb out of approximately five (5) feet. Please revise accordingly. The revised submittal shows the bulb out encroaching onto W. Rincon Ave. and is not acceptable as the alignment of W. Rincon Ave. cannot accommodate a bulb out as the revised plans have shown. Lastly, revise the plans along the W. Rincon Avenue frontage to show 10 feet of clear sidewalk space by removing planters as shown on the plans. 14.The project proposes to utilize Mission Way as an access point for the project. .Please provide documentation identifying the owner's right to access this private street. 15.The proposed project and related Winchester Master Plan improvements will require the owner to relocate the existing traffic facilities along the Winchester Blvd. frontage. This includes removing the existing service pedestal (meter), traffic control cabinet and related boxes located on Winchester Blvd. just south of the southwest corner of Winchester Blvd. and W. Rincon Ave. and installing a new service pedestal - i Nester Blvd. PLN2011-318/319 � 213E� � ��5VV nc Page 4 (meter) new traffic control cabinet and related boxes on W. Rincon Ave. The existing traffic signal pole at the southwest corner of Winchester Blvd. will also need to be relocated per the attached sketch. FIRE DISTRICT COMMENTS The comments provided do not represent "corrections" but will be placed as conditions of approval. The Fire District's letter is attached and their comments are reiterated below. 16.Review of this Development proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work the applicant shall make application to, and receive from, the Building Department all applicable construction permits. 17.Fire Sprinklers Required. Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.18 whichever is the more restrictive. For the purposes of this section, firewalls used to separate building areas shall be constructed in accordance with the California Building Code and shall be without openings or penetrations. An automatic sprinkler system shall be provided throughout all new buildings and structures. Exception: Group A, B, E, F, I, L, M, S and U occupancy buildings and structures that do not exceed 1,000 square feet of building area. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. CFC Sec. 903.2.1 through 903.2.18 as adopted and amended by CBLMC. 18.Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2007 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 19.Construction Site Fire Safety. All construction sites must comply with applicable provisions of the CFC Chapter 14 and our Standard Detail and Specification SI-7. PLN2011-318/319 21.3,6 4 inchester Blvd. Page 5 20.Premises Identification. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505. 21.To prevent plan review and inspection delays, the above noted Developmental Review Conditions shall be addressed as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. BUILDING DEPARTMENT COMMENTS The comments provided do not represent "corrections" but will be placed as conditions of approval. The Building Department's letter is attached and their comments are reiterated'below. 22.PERMITS REQUIRED: A building permit application shall be required for the proposed new commercial structure. The building permit shall include Electrical/Plumbing/Mechanical fees when such work is part of the permit. 23.CONSTRUCTION PLANS: The conditions of Approval shall be stated in full on the cover sheet of construction plans submitted for building permit. 24.SIZE OF PLANS: The minimum size of construction plans submitted for building permits shall be 24 in. X 36 in. 25.PLAN PREPARATION: This project requires plans prepared under the direction and oversight of a California licensed Engineer or Architect. Plans submitted for building permits shall be "wet stamped" and signed by the qualifying professional person. 26.SITE PLAN: Application for building permit shall include a competent site plan that identifies property and proposed structures with dimensions and elevations as appropriate. Site plan shall also include site drainage details: Site address and parcel numbers shall also be clearly called out. Site parking and path of travel to public sidewalks shall be detailed. 27.SOILS REPORT: Two copies of a current soils report, prepared to the satisfaction of the Building Official, containing foundation and retaining wall design recommendations shall be submitted with the building permit application. This report shall be prepared by a licensed engineer specializing in soils mechanics. 28.FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project building inspector upon foundation inspection. This certificate shall certify compliance with the recommendations as specified in the soils report and the building pad elevation and on-site retaining wall locations and elevations are prepared according to approved plans. Horizontal and vertical controls shall PLN2011-318/319 - 21 lWinch esterBlvd. Page 6 be set and certified by a licensed surveyor or registered civil engineer for the following items: a. pad elevation b. finish floor elevation (first floor) C. foundation corner locations 29.TITLE 24 ENERGY COMPLIANCE: California Title 24 Energy Standards Compliance forms shall be blue-lined on the construction plans. Compliance with . the Standards shall be demonstrated for conditioning of the building envelope and lighting of the building. 30.SPECIAL INSPECTIONS: When a special inspection is required by C.B.C. Chapter 17, the architect or engineer of record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the building permits, in accordance with C.B.0 Chapter 1, Section 106. Please obtain City of Campbell, Special Inspection forms from the Building Inspection Division Counter. 31.The City of Campbell, standard Santa Clara Valley Non-point Source Pollution Control Program specification sheet shall be part of plan submittal. The specification sheet (size 24" X 36") is available at the Building Division service counter. 32.TITLE 24 ACCESSIBILITY- COMMERCIAL: On site general path of travel shall comply with the latest California Title 24 Accessibility Standards. Work shall include but not be limited to accessibility to building entrances from parking facilities and sidewalks. 33.TITLE 24 ACCESSIBILITY- COMMERCIAL: Projects seeking to use the Title 24 Hardship exemption clause shall blue-line completed, City of Campbell "20%" exemption form on submitted construction plans. Form is available at Building Division service counter. 34.APPROVALS REQUIRED: The project requires the following agency approval prior to issuance of the building permit: a. West Valley Sanitation District b. Santa Clara County Fire Department C. School District: i) Campbell Union School District (378-3405) ii) Campbell Union High School District (371-0960) iii) Moreland School District (874-2900) iv) Cambrian School District (377-2103) d. Bay Area Air Quality Management District (Demolitions Only) 35.P.G.& E.: Applicant is advised to contact Pacific Gas and Electric Company as early as possible in the approval process. Service installations, changes and/or relocations may require substantial scheduling time and can cause significant delays PLN2011-318/319 — 213:, ,40 Q. Winchester Blvd. - Page 7 in the approval process. Applicant should also consult with P.G. and E. concerning utility easements, distribution pole locations and required conductor clearances. 36.CALIFORNIA GREEN BUILDING CODE: This project shall comply with the California Green Building Code 2010 ed. Mandatory Requirements for Commercial Buildings. Thank you again for the opportunity to review the revised plan set material. Once you have incorporated the requested changes, please resubmit five (5) copies of the revised plans. If you have questions regarding these comments, please feel free to contact me at (408) 866-2141 or by email at paulk@cityofcampbell.com. /Sincerely, C Pau rmoyan Planning Manager C: Kirk Heinrichs, Community Development Director 6E-d_war�ed Arango- A—soz I.e-E—Figir eeram` Attachments: 1. Public Works Bulb-Out Exhibit 2. Building Department Comment Letter 3. Fire District Comment Letter Blvd Imp Project ----Phase CAD\Improvement Plans\L-1 LAYOUT.dd1/4/2012 3:35:36 PM, 1: 10 1V I � L i 2 ► 5 \4 616y s+e rg N\I cA 7_5 LA tn i I fO, l I; „1 i -..-___..._._---_.-_--_-. Fs 11 f (77 II - I ..- I I - -- _--N' ` � i I ry CC) I CITY OF CAMPBELL BUILDING INSPECTION DIVISION—COMMENTS TO THE DEVELOPMENT REVIEW COMMITTEE DRC: February 23, 2012 ADDRESS: 2145 S. Winchester Blvd. Project Application: PLN2011-00318 RECOMMENDATION: Note: No building code issue has been reviewed at Development Review Committee; it will be reviewed in the Building Permit process. Please be aware that building codes are changing constantly;plans submitted for building permit shall comply with the code in effect at that time. Submit permit application together with required documents to the Building Inspection Division to obtain a building permit. No construction can be commenced without an appropriate building permit. It is recommended that this item be forwarded to the Planning Commission for review,with the following conditions. TO THE SATISFACTION OF THE BUILDING DIVISION MANAGER/BUILDING OFFICIAL: I. PERMITS REQUIRED: A building permit application shall be required for the proposed new commercial structure. The building permit shall include Electrical/Plumbing/Mechanical fees when such work is part of the permit. 2. CONSTRUCTION PLANS: The conditions of Approval shall be stated in full on the cover sheet of construction plans submitted for building permit. 3. SIZE OF PLANS: The minimum size of construction plans submitted for building permits shall be 24 in. X 36 in. 4. PLAN PREPARATION: This project requires plans prepared under the direction and oversight of a California licensed Engineer or Architect. Plans submitted for building permits shall be "wet stamped" and signed by the qualifying professional person. 5. SITE PLAN: Application for building permit shall include a competent site plan prepared by a licensed engineer or surveyor that identifies the property and proposed structures with dimensions and elevations as appropriate. Site plan shall also include site drainage details. Site address and parcel numbers shall also be clearly called out. Site parking and path of travel to public sidewalks shall be detailed. 6. SOILS REPORT: Two copies of a current soils report, prepared to the satisfaction of the Building Official, containing foundation and retaining wall design recommendations shall be submitted with the building permit application. This report shall be prepared by a licensed engineer specializing in soils mechanics. J:�Building DRC Comments\2145 S Winchester Blvd_2012.doc 7. FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project building inspector upon foundation inspection. This certificate shall certify compliance with the recommendations as specified in the soils report and the building pad elevation and on-site retaining wall locations and elevations are prepared according to approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer for the following items: a. pad elevation b. fmish floor elevation(first floor) C. foundation corner locations 8. TITLE 24 ENERGY COMPLIANCE: California Title 24 Energy Standards Compliance forms shall be blue-lined on the construction plans. Compliance with the Standards shall be demonstrated for conditioning of the building envelope and lighting of the building. 9. SPECIAL INSPECTIONS: When a special inspection is required by C.B.C. Chapter 17, the architect or engineer of record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the building permits, in accordance with C.B.0 Chapter 1, Section 106. Please obtain City of Campbell, Special Inspection forms from the Building Inspection Division Counter. 10. The City of Campbell, standard Santa Clara Valley Non-point Source Pollution Control Program specification sheet shall be part of plan submittal. The specification sheet(size 24" X 36") is available at the Building Division service counter. 11. TITLE 24 ACCESSIBILITY—COMMERCIAL: On site general path of travel shall comply with the latest California Title 24 Accessibility Standards. Work shall include but not be limited to accessibility to building entrances from parking facilities and sidewalks. 12. TITLE 24 ACCESSIBILITY—COMMERCIAL: Projects seeking to use the Title 24 Hardship exemption clause shall blue-line completed, City of Campbell"20%" exemption form on submitted construction plans. Form is available at Building Division service counter. 13. APPROVALS REQUIRED: The project requires the following agency approval prior to issuance of the building permit: a. West Valley Sanitation District b. Santa Clara County Fire Department C. School District: i) Campbell Union School District (378-3405) ii) Campbell Union High School District (371-0960) iii) Moreland School District (874-2900) iv) Cambrian School District (377-2103) d. Bay Area Air Quality Management District(Demolitions Only) e. Santa Clara County Department of Environmental Health JABuilding DRC Comments\2145 S Winchester Blvd 2012.doc f. San Jose Water Company(279-7900) 14. P.G.&E.: Applicant is advised to contact Pacific Gas and Electric Company as early as possible in the approval process. Service installations, changes and/or relocations may require substantial scheduling time and can cause significant delays in the approval process. Applicant should also consult with P.G. and E. concerning utility easements, distribution pole locations and required conductor clearances. 15. CALIFORNIA GREEN BUILDING CODE: This project shall comply with the mandatory non-residential requirements of the California Green Building Code 2010 edition. JABuilding DRC Comments\2145 S Winchester Blvd_2012.doc oT,ARA O h�-R�PODEPAR7MEN7 FIRE SANTiA CILARA C0U1\\1TY s_ i hester Blvd., Los Gatos, CA 95032-1818 COURTESY&SERVICE (408 1 - 010 e(408) 378-9342 (fax) •www.sccfd.org FEB 2 2012 PLAN CITY OF C'1 M PSeLL REVIEW No. 12 0523 ILANNIN pT LDG DEVELOPMERTW REVIEW COMMENTS PERMIT __ _ ...... (NOTE: see also Reviews for 2135-2145 S. Winchester). Development Permit to demolish an existing structure and construct a new 5,488 square-foot one-story commercial structure. Plans illustrate two one-story structures of 2,693 and 2,795 square feet, respectively. These, in turn would be subdivided for multiple tenants. In addition, a detached, roofed and enclosed trash enclosure is proposed Comment #1: Review of this Developmental proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work the applicant shall make application to, and receive from, the Building Department all applicable construction permits. Comment #2: Fire Sprinklers Required: Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.18 whichever is the more restrictive. For the purposes of this section, firewalls used to separate building areas shall be constructed in accordance with the California Building Code and shall be without openings or penetrations. An automatic sprinkler system shall be provided throughout all new buildings and structures. Exception: Group A, B, E, F, I, L, M, S and U occupancy buildings and structures that do not exceed 1,000 square feet of building area. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. CFC Sec. 903.2.1 through 903.2.18 as adopted and amended by CBLMC Comment #3: Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2007 CFC Sec. 903.3.5 and Health and Safety Code 13114.7 City PLANS SPECS NEW RMDL AS OCCUPANCY CONST.TYPE AppllcantName DATE PAGE CBL ® ❑ ® ❑ ❑ SFR V-B Kenneth Rodrigues &Partners Inc. 02/22/201 1 OF 2 SEC/FLOOR AREA LOAD PROJECT DESCRIPTION PROJECT TYPE OR SYSTEM 1-STORY see plans Commercial Development Design Review NAME OF PROJECT LOCATION COMMERCIAL 2145 S. Winchester Bl Campbell TABULAR FIRE FLOW REDUCTION FOR FIRE SPRINKLERS REQUIRED FIRE FLOW @ 20 PSI BY 1750 150% 11500 Harding,Doug Organized as the Santa Clara County Central Fire Protection District Serving Santa Clara County and the communities of Campbell, Cupertino,Los Altos, Los Altos Hills,Los Gatos,Monte Sereno,Morgan Hill, and Saratoga CLARA C F' E ;�`� SANTA CLARA COUNTY 14700 Winchester Blvd., Los Gatos, CA 95032-1818 COURTESY&SERVICE (408) 378-4010 •(408) 378-9342 (fax)o www.sccfd.org PLAN REVIEW No. 12 0523 BLDG DEVELOPMENTAL REVIEW COMMENTS PERMIT No. Comment #4: Construction Site Fire Safety: All construction sites must comply with applicable provisions of the CFC Chapter 14 and our Standard Detail and Specification SI-7. Comment #5: Premises Identification: Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505 To prevent plan review and inspection delays, the above noted Developmental Review Conditions shall be addressed as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. City PLANS SPECS NEW RMDL AS OCCUPANCY CONST.TYPE �AppilcantName DATE PAGE CBL ® ❑ ® ❑ ❑ SFR V-B Kenneth Rodrigues &Partners Inc. 02/22/201 2 OF 2 SEC/FLOOR AREA LOAD PROJECT DESCRIPTION PROJECT TYPE OR SYSTEM 1 STORY see plans Commercial Development Design Review NAME OF PROJECT LOCATION COMMERCIAL 2145 S. Winchester Bl Campbell TABULAR FIRE FLOW REDUCTION FOR FIRE SPRINKLERS REQUIRED FIRE FLOW Q 20 PSI BY 1750 1 50% 1500 Harding,Doug Organized as the Santa Clara County Central Fire Protection District Serving Santa Clara County and the communities of Campbell, Cupertino,Los Altos, Los Altos Hills,Los Gatos,Monte Sereno,Morgan Hill, and Saratoga r MEMORANDUM CITY OF CAMPBELL TO: Paul Kermoyan, Project Planner DATE: 02/17/12 FROM: Ed Arango,Associate Engineer SUBJECT: DRC APPLICATION Site Address: 2145 S Winchester Blvd. For File No(s): PLN 2011-318 Project Description: Planned Development Permit for new 5,488 SF one-story commercial center Applicant: Kenneth Rodrigues PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS 1. Provide the City with an updated(within the last six months) preliminary title report for the subject site. 2. Sheet 3 of the Civil plans identify that the replacement of the parking lot surface material from asphalt to pervious pavement brings the total new impervious surface for the site to 9,990 SF. Sheet A2 identifies that the paved/impervious area to be 10,510 SF. Please clarify this discrepancy in the calculations, as this information is critical in determining the required storm water treatment for the site. Once more information is provided further completeness comments could be added. 3: This project is subject to the Winchester Master Plan, which can be found on the City's website here: hLtp://www.ciiyofcqm pbell.com/Planning/Resources/Winchester%20Master%20PIan2df Per the Master Plan, 15 feet of clear sidewalk space is required along the Winchester Blvd. frontage (10 feet in the public right of way and 5 feet on private property). Remove the planters shown on the plans that encroach into this 15 feet.sidewalk width. In addition, a pedestrian corner bulb-out with two (2) ADA compliant curb ramps will be required at the southwest corner of Winchester Blvd. and W. Rincon Avenue. Revise the plans to show a new bulb-out at this corner per the attached sketch that shows the bulb out encroaching onto Winchester Blvd only. The revised submittal shows a 10 foot curb offset for the bulb out from the existing curb alignment. It is required to maintain a 4 foot bike lane along Winchester Blvd., which would require a curb offset for the bub out of approximately 10 feet. Please revise accordingly. The revised submittal shows the bulb out encroaching onto W. Rincon Ave. and is not acceptable as the alignment of W. Rincon Ave. cannot accommodate a bulb out as the revised plans have shown. J:\LandDev\Completeness\Winchester 2145 Feb 17 2012.DOC Page 1 of 2 Lastly, revise the plans along the W. Rincon Avenue frontage to show 10 feet of clear sidewalk space by removing planters as shown on the plans. 4. The project proposes to utilize Mission Way as an access point for the project. Please provide documentation identifying the owner's right to access this private street. 5. The proposed project and related Winchester Master Plan improvements will require the owner to relocate the existing traffic facilities along the Winchester Blvd. frontage. This includes removing the existing service pedestal (meter) traffic control cabinet and related boxes located on Winchester Blvd.just south of the southwest corner of Winchester Blvd. and W. Rincon Ave. and installing a new service pedestal (meter), new traffic control cabinet and related boxes on W. Rincon Ave. The existing traffic signal pole at the southwest corner of Winchester Blvd. will also need to be relocated per the attached sketch. Attachments: Sketch of southwest corner of Winchester Blvd. and W. Rincon Ave. J:UzndDev\Completeness\Winchester 2145 Feb 17 2012.DOC Page 2 Of 2 S:\?,I—FF Winchester Blvd Imp Project — Phase II\CAD\Improvement Plans\L-1 LAYOLITdwg, 1/4/2012 3:35:36 PM, 1: 10 1V i I i I � • i I I � I ESW cA • I (C i I �I,ylj r Cn J _I{ i i i I s cQ DEVELOPMENT REVIEW COMMITTEE 4 ROUTING SHEET 7 7- n& DEVELOPMENT APPLICATION f„ti A tx.ti1 Distribution: February 16, 2012—Second Submittal Presentation: February 21, 2012 Completeness Comments: February 28, 2012 Conditions: March 6, 2012 ROUTE TO: X Building Division Police Department X Fire Department Redevelopment Agency �an`dEDevetopmen# En sneer X Traffic Engineer PROJECT DESCRIPTION: Planned Development and Tree Removal Permit to demolish an existing commercial building (A & W) in order to construct a new 5,488 square foot one-story commercial center on a 17,194 sq. ft. property. File No.: PLN2011-318 APN: 305-33-100 Applicant: Kenneth Rodrigues, AIA Property Owner: 2145 S. Winchester LLC—Scott Plautz Project Address: 2145 S. Winchester Blvd. Zoning District: Planned Development(PD) General Plan Designation: Central Commercial PROJECT PLANNER: Paul Kermoyan 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) RECEIVED 0 FEB 16 2012 a CITY OF CAMPBELL- PLANNING DEPT. 0 L d C Y February 14, 2012 Mr. Paul Kermoyan City of Campbell, Planning Division 70 N. First Street Campbell, CA 95008 Re: PLN2011-318 & PLN2011-319 2135-2145 S. Winchester Blvd. Response to Plan Check Comments KRP Job No.: 126.025 Dear Mr. Paul Kermoyan, We have prepared revised drawings for re-submittal based on comments received in a letter delivered by email from The City of Campbell Planning Division dated Wednesday, January 11 th. We have prepared an itemized response to those comments as follows: GENERAL 1 . According to the Winchester Blvd. Master Plan, first floor building walls require a five foot setback -along street frontages in general. In this case, the Rincon Avenue side is required to have a five foot side yard setback. We have adjusted the site plan to provide a 5 foot setback from the property line on Rincon Avenue. As discussed with previously, we would like to have staff support the "pop-out" building features being set back 13' from the face of the curb on Rincon Avenue. 2. The WBMP requires that every building and tenant space provide a' main entrance directly adjacent to the sidewalk frontage. As per the WBMP, all main entrances have been relocated to the Winchester Blvd frontage. r�E 445 North Whisman Road Suite �r 11 Mountain Vie� CA 650.965.0700 3. The project provides 26 parking stalls where 27 stalls are required. We have indicated 26 stalls on site and 7 stalls along the project frontage that will also support the proposed uses. 4. Need to illustrate on-street parking on the site plan and civil drawings consistent with the WBMP's "Recommended Public Improvements" As per the WBMP, street parking and the corner build-out have been added to the proposed site design. 5. Two stalls on the Rincon Avenue side are slightly located within this setback by approximately one foot. The parking stalls have been shifted out of the property line and revised to the required 5'setback. 6. The City's parking stall dimension shall be 8.5' x 18' The (7) angled stalls and the (4) stalls off Mission Way .are proposed compact stalls. 16' deep. Full size diagonal stalls would impede access to the accessible path at the rear of tenant spaces one and two. 7. The proposed street trees are required to be placed at 40 feet on-center. . The proposed street trees have been revised with a 40 foot on-center distance from each other. 8. The WBMP requires the interior ceiling height of ground floor retail to be a minimum of 15 feet. The building roof structure have been raised to meet the interior clearance of 15 feet minimum while maintaining HVAC screening with the buildings parapet. 9. Per Campbell Municipal Code, each business is allowed one wall sign. However businesses located on the corner are allowed one additional wall sign to face the second street fronting Rincon Avenue. All building signage at the rear has been removed. One building wall sign per tenant along Winchester Blvd will be maintained. 10. Because the elevation drawings illustrate the presence of outdoor seating in front of the corner tenant space, please plot the location of outdoor seating on the site plan. Possible outdoor seating has been added to the site plan as requested. 11 . Please incorporate a fence or wall consistently throughout the plan set pages. A picture and conceptual drawing of the proposed fencing has been added to our plans. 12.There are a couple of above ground traffic control utility boxes located near the Winchester Blvd. and Rincon Avenue intersection. Please consider the cabinets' relocation to improve the project's aesthetics. The ownership will consider this option should associated costs not be prohibitive. 13. Please plot the proposed location of the Fire Department Connection (FDC) and backflow preventer on the landscape and civil drawings. Proposed FDC location added to the south east corner building next to the proposed electrical cabinet. This is shown on the architectural, civil and landscape plans. 14. Please submit elevation drawings (cut sheets) of the light standards and a photometric light study required to understand how the proposed lighting will light the subject property. Please see attached lighting cut sheets for proposed site fixtures. Site photometric lighting plan will follow later this week. 15. Please provide a drawing of the cabinet @ the south elevation in order to understand its appearance and integration into the buildings design. Please see attached image of an example of the proposed electrical cabinet within the drawing set F ` ¢ JOR f p"' WE Lot lot -0 3 D �sy i ^ ► •* a o NIL ^ 4 „ � rz„ "in TIM tco-Priora Pavestone Eco-Priora'is the sustainable solution for permeable pavements. PRODUCT INFORMATION Eco-Priora"is produced in a 120mm x 240mm rectangular module that is 80mm in thickness with a patented interlocking joint and a micro-chamfered top edge ECo-Priora-is available in one size. 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APPLICATIONS yak I Parking Lots•Driveways•Patios•Entrance Areas•Sidewalks Terraces Garden Pathways•Poo[Decks•Pedestrian Malls•Roof Gardens•Streets COMPOSITION AND MANUFACTURE PERMEABLE PAVERS TREATMENT Concrete Pavers Min.31/8"(80mm)Thick Eco-Priora"is available in one size.Height=80mm. Eco-Priora'is made from a"no Typ.ASTM No.8 or No.9 Aggregate In Openings slump"concrete mix made under extreme pressure and high frequency vibrations. Curb/Edge Restraint With Cut-outs For p p g q y ,r Overflow Drainage(Curb Shown) Eco-Priora"has a compressive strength greater than 8000 psi,a water absorption maximum of 5%and will meet or exceed ASTM C-936. Note:Requires modifying the ASTM Bedding Course 1 1/2"to 2"(40 to 50mm)Thick {- (ryp.ASTM No.8 or No.9 Aggregate) C 140-Paver Annex A4-"The test specimen shall be 60±3 mm thick and,if necessary,cut to a specimen size r having a Height/rhickness(width)[H/r)aspect ratio of 0.6±0.1 Min.-G10 d Baselck ASTM No.57 Stone OpenINSTALLATION t -'— ASTM No.57 Stone Open Graded 1.Excavate unsuitable.unstable or unconsolidated subgrade material. j Compact the area,which has been cleared as per the engineer's of record(EOR) Jl Perforated Pipes Sloped To Drain requirements. Backfill and level with open graded aggregates as per the EOR's Soil Subgrade Sloped To Drain structural and hydraulic design. 2.Place bedding course of hard and angular material conforming to the grading requirements of ASTM No.8 or No.9 to a uniform minimum depth of 1 1/2'-2". PERMEABLE PAVERS TREATMENT AND DETENTION Concrete Pavers Min.3 DETE/8"(80mm)Thick (38mm)screeded to the grade and profile required. 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J� _ 8.Sweep and remove surplus joint material. t-11 - j i— ASTM No.57 Stone Open Graded Complete installation&specification details are available by contacting your �[ Y b Perforated Pipes Sloped To Drain Pavestone Sales Representative. �L soil subgrade Sloped To Drain Note:✓Permeable pavements require both civil and hydraulic engineering.All final pavements design shall be approved by a licensed engineer familiar with local site conditions,building codes and slerm water management plans. •Atlanta,GA: (770)306-9691 •Houston,TX: (281)391-7283 V � �� ® •Austin/San Antonio,TX: (502)947-6001 •LasBea as, V: (816)524-9900 � �� •Boston,MA: (508)947-6001 Las Vegas,NV: (702)221-2700 > •Cartersville,GA (770(607-3345 •New Orleans,LA: (985)882-9111 Ir � -t •Charlotte,NC: (704)588-4747 •Phoenix,AZ: (602)257-4588 -? 9 rov Ira in Your Land •Cincinnati,OH: (513)474-3783 •SL Louis/ Improving Landscape- •Colorado Springs,GO: (719)322-0101 Cape Girardeau,MO:p p (573)332-8312 www.pavestone.com •Dallas/Ft.Worth,TX: (817)481-5802 •Sacramental •Denver,CO: (303)287-3700 -Winters,CA: (530)795-4400 02010 by Pavestone Company.All Rights Reserved.'PArEX0115,Improving Your Landscape-amtrademorks&the •Hagerstown,MD: (240)420-3780 Pavestone Company.Eco-Prlma"-Is atrademark of F.von Langsdorff Protected by one or more of the fallowing patents: U.B.Patent 5,902,069 U.B.Patent 6,857,244. o Member ofASLA and NCMA ICPI Charter Member World Wide ",tuw,n 'Pavers Ec®- ri®raTm 699 Installation Patterns _. } } 4 a a 1 €' BASKETWEAVE (1) HERRINGBONE (2) Fg[g i3 � t i , PARQUET (5) RUNNER BOND (7) 1p1fc1Lj1rc[t4:w 0 C R E A T I N G B E A U T I F U L LANDSCAPES' Ec®-Pri®raTm 699 Installation Patterns �3 �i C �t 0101 H ES re � �a�-...2ewass• rya L- —v.6�6;ay ....s�.;s. . gg t� 3 STACK (8) IL w C R E A T I N G B E A U T I F U L L A N D S C A P E S" J. �! Santa Clara Valley FEB 16 Z012 a Urban Runoff .� CITY C1F Pollution Prevention Program PLANNING 4PBELL 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: 2l3 5-2( 45 VV%Wj&� Ave, A.PN# S -SS 40D Project Address: -Z135 -?A 4.5 W1M ,u,u4 v Av,,- Cross Streets:-T_1h.cov-\ Applicant/Developer Name:2S4S Suva W�yy W_S�ck LA,C. Project Phase(s): t of Engineer: �7tiV�v`tti YUv� Project Type(Check all that apply): ❑New Development ❑ Redevelopment ❑Residential 1%Commercial ❑Industrial ❑ Mixed Use ❑ Public ❑ Institutional ❑Restaurant ❑ Uncovered Parking ❑Retail Gas Outlet ❑ Auto Service(SIC code) 11 Other (5013-5014,5541,7532-7534,7536-7539) Project Description: c? VA aA A hVi Id kwo vu,w L v\.k Lol Project Watershed/Receiving Water(creek,river or bay): SCVARPPP C.3.Data Form Page 1 of 4 November2011 2.Project Size a.Total Site Area: b.Total Site Area Disturbed: 0.30, acre acre (including clearing, in ,or excavating) � z Proposed Area(ft2) Total Post-Project t Existing Area(ft) J Replaced New Area. W Impervious Area Roof Parking 1 I)• � ��(� Sidewalks and Streets 2 (� Z 1 2 c.Total Impervious Area OD 1 31 2"l 5 d.Total new and replaced impervious area p 4w�,�,, k x Pervious Area Landscaping 4W 1'LbO Pervious Paving 5�`$ Other(e.g.Green Roof) e.Total Pervious Area f.Percent Replacement of Impervious Area in Redevelopment Projects (Replaced Total Impervious Area Existing Total Impervious Area) x 100% _ 'L % 3. State Construction General Permit Applicability: a.Is#2.b. equal to 1 acre or more? ❑ Yes, applicant must obtain coverage under the State Construction General Permit(i.e., file a Notice of Intent and prepare a Stormwater Pollution Prevention Plan) (see www.swreb.ca.gov/water issues/programs/stormwater/construction.shtml for details). KNo, applicant does not need coverage under the State Construction General Permit. 4. MRP Provision C.3 Applicability: a. Is#2.d. equal to 10,000 sq. ft. or more, or 5,000 sq. ft. or more for restaurants, auto service facilities,retail gas outlets, and uncovered parking? (*Note that for public projects, the 5,000 sq.ft threshold does not take effect until 1211112) ❑Yes, C.3. source control, site design and treatment requirements apply No, C.3. source control and site design requirements may apply—check with local agency b. Is#21 equal to 50%or more? Yes, C.3.requirements (site design and source control, as appropriate, and stormwater treatment) apply to entire site No, C.3.requirements only apply to impervious area created and/or replaced 5. Hydromoditication Management 0 M)Applicability: a. Does project create and/or replace one acre or more of impervious surface AND is the total post-project impervious area greater than the pre-project(existing) impervious area? ❑ Yes(continue) V No—exempt from HM, go to page 3 b. Is the project located in an area of HM applicability(green area)on the HM Applicability Map? (www.srympp-w2k.com/hmp maps.htm) ❑ Yes,project must implement HM requirements ❑ No,project is exempt from HM requirements SCVURPPP C.3.Data Form Page 2 of 4 November 2011 6. Selection of Specific Stormwater Control Measures: Site Design Measures Source Control Measures Treatment Systems ❑ Minimize land disturbed ❑ Alternative building ❑ None(all impervious surface ❑ Minimize impervious materials drains to self-retaining areas) surfaces ❑ Wash area/racks, drain to LID Treatment ❑ Minimum-impact street sanitary sewer2 ❑ Rainwater harvest and or parking lot design '1 Covered dumpster area, use(e.g.,cistern or rain barrel ❑ Cluster structures/ drain to sanitary sewer sized for C.3.d treatment) pavement ❑ Sanitary sewer ❑ Infiltration basin ❑ Disconnected downspouts connection or accessible ❑ Infiltration trench cleanout for swimming ;A Pervious pavement pool/spa/fountain2 ❑ Exfitration trench ❑ Green roof ❑ Beneficial landscaping ❑ Underground detention (minimize irrigation,runoff, and infiltration system ElMicrodetention in pesticides and fertilizers; (e.g.pervious pavement.drain landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area ❑ Outdoor material storage Biotreatment 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, connected to roof drains 1 fueling areas ❑ Tree box with ) 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 filte? (Setback from top of bank: ❑ Other ft) ❑ Media filter(sand,compost, or proprietary media) ❑ Other ❑ Vegetated filter strips ❑ Dry detention basins ❑ Other Flow Duration Controls for Hydromodification Management(HM) ❑ Detention basin ❑ Underground ❑ Bioretention with outlet ❑ Other tank or vault control Optional site design measure;does not have to be sized to comply with Provision C.3.d treatment requirements. z 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. SCVARPPP C.3.Data Form Page 3 of 4 November 2011 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 efs or cu.ft.). 'y 3Key: 1 a: 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 f)I No Name of Reviewer 9. Operation&Maintenance Information A. Property Owner's Name B. Responsible Parry 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 ❑ 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 OF . C4 4 .0 OR CH And CITY OF CAMPBELL Community Development Department January 11, 2012 Ken Rodrigues, AIA 445 N. Whisman Mountain View, CA 94043 Re: Planned Development Permit (PLN2011-318) and Tree Removal Permit (PLN2011-319) 2135-2145 S. Winchester Blvd. Dear Mr. Rodrigues: Thank you for the application material submitted on December 19, 2011 for the construction of a new 5,488 square foot commercial development and a tree removal permit located on the subject property. Review of this material reveals that there remains outstanding information that is needed to process the application. PLANNING 1. According to the Winchester Blvd. Master Plan (WBMP), first floor building walls shall front the property line utilizing a five foot setback (Page 24 of WBMP). The proposed building location fronting Winchester Blvd. is three feet in multiple locations and one foot at the corner. In addition, the Master Plan requires a five foot side yard setback along "street frontages" in general (Page 21 of WBMP). In this case,.the Rincon Avenue side is required to have a five foot side yard setback. In fact, the Master Plan requires that deeper setbacks along the streetscape be considered given site and development conditions (Page 24 of WBMP). According to the Master Plan, the reason for the five foot setback is to "create a pedestrian-accessible retail experience." It also appears that the proposed building slightly crosses the property line. As proposed, the building encroaches into these setbacks. As we recently discussed the merits of the "setback" development standard, you have a choice of either revising the building footprint to achieve consistency with the standard or request a setback adjustment per the Master Plan (Page 24). The Winchester Blvd. Master Plan allows adjustments to setback requirements related to the use of special architectural features or other elements so long as the decision making body is able to approve them. Since there are no specific findings in this regard, the decision to adjust setback standards will be dependent on the success of the project 70 North First Street • Campbell, California 95008-14'L_, • TEL 408.866.2140 • FAX 408.871.5140 •TDD 408.866.2790 PLN2011-318/319 — 2135-_.A5 S. Winchester Blvd. Page 2 as a whole. With this said, the Public Works Department will need to support a setback adjustment in that they are currently requesting that the 15 foot sidewalk requirement be free and clear of structures. Please submit a letter requesting such adjustment should you decide to pursue the project as proposed. No fee is required. 2. The Winchester Blvd. Master.Plan requires that every building and tenant space provide a main entrance directly adjacent to the sidewalk frontage (Pages 21 and 26 of WBMP). This frontage would be the Winchester Blvd. and Rincon Avenue sides. As proposed, the building is designed to have two entrances that provide no distinction between main or secondary means of pedestrian access. Staff raised this issue as a fundamental concern prior to the application submittal. In order to comply with the Master Plan development standards and more importantly the Plan's vision (to create an attractive boulevard that is pedestrian-friendly and a memorable public place— Page 13 of WBMP), the building design would need to be substantially modified. Although there will be,street parking, the majority of the site's parking will be behind the building meaning that the majority of the site's activity will be directed away from the street. Incorporating the proposed breezeway will provide an attractive and convenient path to access the store fronts. However, retaining main entrances on the parking lot side may hinder the effectiveness of the breezeway. In our recent discussion, staff suggested that you either remove the rear entrances altogether or deemphasize the buildings' rear elevation by removing the fenestration and simply provide a rear door to each tenant space. This will be a discussion item for the Planning Commission and staff welcomes any ideas you have to address this issue. 3. The project provides 26 parking stalls where 27 stalls are required. The 27 stall requirement is based on the City's "retail" parking requirement of one stall per 200 square feet of building area. A parking modification request will need to be submitted and supported by the Planning Commission to create this one stall deficiency. Please submit a letter requesting such parking modification. No fee is required. Please keep in mind that if it is desired to attract restaurant uses (e.g., Starbucks), the proposed parking may not be able to accommodate such uses or limit the ability to do so. Of course, this would be dependent on the mix of uses and the number of restaurant seating provided. For example, Tenant Space #4 is approximately 1,593 square feet. Using the retail parking standard formula, this space would need to provide 8 on-site parking stalls (1,593/200 square feet per stall). If a restaurant use (with no drive-thru) were to occupy the space, the operation would need to demonstrate compliance with the 8 stall requirement using the following formula — 1 space for each 3 seats, plus 1 space for each 200 square feet of non-dining floor area. In addition to the above, and not clearly explained within the Master Plan, is the issue of parking requirements for outdoor seating. Unlike a downtown that typically PLN2011-318/319 — 2135-�t=f-4,,5 S.-Winchester Blvd. Page 3 has a surplus of parking supply via parking structures, this parcel does not have access to such amenities. This will be a Planning Commission discussion item. 4. Need to illustrate on-street parking on the site plan and civil drawings consistent with the Master Plan's "Recommended Public Improvements" (Page 30 of the WBMP). 5. Pursuant to Campbell Municipal Code § 21.28.080 B3, parking areas (or stalls) shall not be developed in a required side yard setback fronting a public street. Two stalls on the Rincon Avenue side are slightly located within this setback by approximately one foot. Please revise accordingly. 6. The City's parking stall dimensions shall be 8 '/z' X 18'. Staff's measurements reveal that seven (7) of the angled parking stalls and four(4) stalls off Mission Way are 16 feet deep and 14 deep as measured to the wheel stops. In order to comply with the City's parking stall dimension standards, the stalls will need to measure 16 feet deep as measured to the curb with a two foot overhang into an adjoining planter to achieve a total 18 foot stall depth. Please revise the plans accordingly. 7. The proposed street trees are required to be placed at 40 feet on-center(Page 34 of the WBMP). Please revise all relevant plan set pages accordingly. 8. The Winchester Blvd. Master Plan requires the interior ceiling height of ground floor retail to be a minimum of 15 feet (Page 19 of the WBMP). The project proposes ceiling heights between 12 and 14 feet. Please revise accordingly, keeping in mind that any roof-top mechanical equipment will need to be screened by the building's parapet. 9. The elevation drawings identify generic wall sign locations. As proposed, wall signs are placed on both the west and east building elevations. Per Campbell Municipal Code § 21.30.080 1 b, each business is allowed one wall sign. However, businesses located on a corner are allowed one additional wall sign to face the second street fronting Rincon Avenue. In this regard, the second wall sign should be located on the north building elevation. Therefore, the preliminarily drawn signage does not conform to the City's wall sign "quantity" standard. In addition to the above, Campbell Municipal Code § 21.30.030 H requires a Master Sign Plan for new nonresidential projects with four or more tenants. This requirement would apply to the proposed project. If the proposed signage conforms to the City's sign regulations, a Master Sign Plan can be processed administratively and separate from this proposal. Should you decide to proceed with the preliminarily drawn signage as submitted, the Planning Commission would need to consider the signage per Section 21.30.030 C5. As proposed, a Master Sign Plan would be required now. Please let me know how you wish to proceed. 10.Because the elevation drawings illustrate the presence of outdoor seating in front of the corner tenant space, please plot the location of outdoor seating on the site plan. PLN2011-318/319 - 2135'_. .5 S. Winchester Blvd. Page 4 11.According to the Winchester Blvd. Master Plan, the rear of surface parking lots in Area 2 shall be screened with an attractive fence or wall that complements the material of the principal building. Fences or walls shall not exceed 6 feet in height (Page 26 of WBMP). In addition, any proposed fence or wall should avoid any "line- of-sight" issues associated with its proximity to adjacent residential driveways. Please incorporate a fence or wall consistently throughout the plan set pages. 12.There are a couple of above ground traffic control utility boxes located near the Winchester Blvd. and Rincon Avenue intersection. These above ground cabinets have the potential to detract from the proposed project's aesthetics, especially at the main entry of the corner tenant space. 1:easOR Z-F R ar_tt e c R Fets'-�el 7.a. c)n toIP- °ipoe 3-0_cks a�_ �� One suggestion is to incorporate the cabinets into the building wall secured with louvered doors for ventilation purposes. Discussion with the Public Works Department revealed that this is possible via an easement granted to the City. If the cabinets are to remain exposed to the public's view, please include these above ground structures on both the perspective drawings and building elevations. 13.Please plot the proposed location of the Fire Department Connection (FDC) and backflow preventer on the landscape plan and civil drawings. The reason for this request at the preliminary planning stage is to be proactive in the integration of these above ground facilities that have the potential to detract from the project's aesthetics. The far landscape planter fronting Rincon Avenue may be an excellent location to achieve that goal. 14.Please submit elevation drawings (cut sheets) of the light standards and a photometric light study required to understand how the proposed lighting will light the subject property. 15.On the buildings' south elevation, a dash line depicts the location of an electrical cabinet. Please provide a drawing of the cabinet on this elevation in order to understand its appearance and integration into the building's design. 16.Review of the elevation drawing illustrating the diagonal entry on the corner tenant space may be inaccurately drawn. When comparing the floor plan with the elevation drawing, it is unclear how the actual entry extends out. Please confirm if the plans are consistent and if they are, please try to improve this illustration. 17.On the site plan, please slightly shade or otherwise convey the location of the covered breezeway in that it appears that a "cover" does not exist. 18.Please plot the utility pole located on the southwest corner of the parcel, adjacent to Mission Way, on both the site plan and landscape plan. This pole presumably will remain, even though the utility poles fronting Winchester Avenue will be removed. PLN2011-318/319 — 2135 4� J S. Winchester Blvd. Page 5 Design Suggestion —Thank you for considering staffs design suggestion to incorporate a breezeway that would enable pedestrians to access the building frontage from the parking lot side of the property. Within the proposed design, you may want to consider incorporating a new facade above the breezeway opening in order to establish a more substantial connection between the differing store fronts. This area could then serve to hide air handling units or venting for the adjacent tenant spaces, especially if you raise the interior ceiling heights of tenant spaces that currently don't comply with the minimum 15 foot ceiling height standard. PUBLIC WORKS DEPARTMENT COMMENTS 19.Sheet A2 identifies that more than 10,000 SF of new/replaced impervious area is proposed. Submit calculations that are consistent with a submitted preliminary grading plan that shows ,the proposed project will meet storm water requirements pertaining to the City's NPDES permit C.3 provisions (flow based or volume based on-site design measures). The proposed plan should clearly identify storm water on- .site treatment elements. The allowed treatment measures will be limited to: harvesting and reuse, infiltration, evapotranspiration or biotreatment. Provide the City with the provided LID Feasibility Screening worksheet . nd additional feasibility worksheets, if applicable, documenting the feasibility of the treatment measure proposed. Use the City of Campbell's stormwater design worksheets for sizing specific on-site stormwater treatment controls. Worksheets for flow or volume based design measures can be found at: www.cityofcampbell.com/public.works/stormwater.htm. (See items 4.a. and 4.b.) Once more information is provided further completeness comments could be added. 20.This project is subject to the Winchester Master Plan, which can be found on the City's website here: http•//www cityofcampbell com/Planning/Resources/Winchester%20Master%20PIan. pdf Per the Master Plan, 15 feet of clear sidewalk space is required along the Winchester Blvd. frontage (10 feet in the public right of way and 5 feet on private property). Remove the planters and building elements shown on the plans that encroach into this 15 feet sidewalk width. In addition, a pedestrian corner bulb-out with two (2) ADA compliant curb ramps will be required at the southwest corner of Winchester Blvd. and W. Rincon Avenue. Revise the plans to show a new bulb-out at this corners thew a_M loft Lastly, revise the plans along the W. Rincon Avenue frontage to show 10 feet of clear sidewalk space by removing planters as shown on the plans. PLN2011-318/319 — 21352. 5 S. Winchester Blvd. Page 6 21.The project proposes to utilize Mission Way as an access point for the project. Please provide documentation identifying the owner's right to access this private street. 22.The plans provided (Civil Sheet 3) appear to show some building elements or structures encroaching into the public right of way. Remove any building elements/structures in the public right of way in addition to foundations related to building elements/structures. 23.The proposed project and related Winchester Master Plan improvements will require the owner to relocate the existing traffic facilities along the Winchester Blvd. frontage. This includes removing the existing service pedestal (meter), traffic control cabinet and related boxes located on Winchester Blvd. just south of the southwest corner of Winchester Blvd. and W. Rincon Ave. and installing a new service pedestal (meter), new traffic control cabinet and related boxes on W. Rincon Ave. The existing traffic signal pole at the southwest corner of Winchester Blvd. will also need to be relocated per theta taeh-d yet h. FIRE DISTRICT COMMENTS 24.Review of this Development proposal is limited to acceptability of site access and water supply as they pertain to fire department operation, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work the applicant shall make application to, and receive from, the Building Department all applicable construction permits. 25.Fire Sprinklers Required. Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.18 whichever is the more restrictive. For the purposes of this section, firewalls used to separate building areas shall be constructed in accordance with the California Building Code and shall be without openings or penetrations. An automatic sprinkler system shall be provided throughout all new buildings and structures. Exception: Group A, B, E, F, I, L, M, S and U occupancy buildings and structures that do not exceed 1,000 square feet of building area. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. CFC Sec. 903.2.1 through 903.2.18 as adopted and amended by CBLMC. 26.Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) I PLN2011-318/319 — 2135(�--,�5 S. Winchester Blvd. Page 7 under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2007 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 27.Construction Site Fire Safety. All construction sites must comply with applicable provisions of the CFC Chapter 14 and our Standard Detail and Specification SI-7. 28.Premises Identification. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505. 29.To prevent plan review and inspection delays, the above noted Developmental Review Conditions shall be addressed as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. BUILDING DEPARTMENT COMMENTS 30.PERMITS REQUIRED: A building permit application shall be required for the proposed new commercial structure. The building permit shall include Electrical/Plumbing/Mechanical fees when such work is part of the permit. 31.CONSTRUCTION PLANS: The conditions of Approval shall be stated in full on the cover sheet of construction plans submitted for building permit. 32.SIZE OF PLANS: The minimum size of construction plans submitted for building permits shall be 24 in. X 36 in. 33.PLAN PREPARATION: This project requires plans prepared under the direction and oversight of a California licensed Engineer or Architect. Plans submitted for building permits shall be "wet stamped" and signed by the qualifying professional person. 34.SITE PLAN: Application for building permit shall include a competent site plan that identifies property and proposed structures with dimensions and elevations as appropriate. Site plan shall also include site drainage details. Site address and parcel numbers shall also be clearly called out. Site parking and path of travel to public sidewalks shall be detailed. 35.SOILS REPORT: Two copies of a current soils report, prepared to the satisfaction of the Building Official, containing foundation and retaining wall design recommendations shall be submitted with the building permit application. This report shall be prepared by a licensed engineer specializing in soils mechanics. 36.FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project building inspector upon foundation PLN2011-318/319 -- 2135�__, .'5 S..Winchester Blvd. Page 8 inspection. This certificate shall certify compliance with the recommendations as specified in the soils report and the building pad elevation and on-site retaining wall locations and elevations are prepared according to approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer for the following items: a. pad elevation b. finish floor elevation (first floor) C. foundation corner locations 37.TITLE 24 ENERGY COMPLIANCE: California Title 24 Energy Standards Compliance forms shall be blue-lined on the construction plans. Compliance with the Standards shall be demonstrated for conditioning of the building envelope and lighting of the building. 38.SPECIAL INSPECTIONS: When a special inspection is required by C.B.C. Chapter 17, the architect or engineer of record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the building permits, in accordance with C.B.0 Chapter 1, Section 106. Please obtain City of Campbell, Special Inspection forms from the Building Inspection Division Counter. 39.The City of Campbell, standard Santa Clara Valley Non-point Source Pollution Control Program specification sheet shall be part of plan submittal. The specification sheet (size 24" X 36") is available at the Building Division service counter. 40.TITLE 24 ACCESSIBILITY— COMMERCIAL: Projects seeking to use the Title 24 Hardship exemption clause shall blue-line completed, City of Campbell "20%" exemption form on submitted construction plans. Form is available at Building Division service counter. 41.APPROVALS REQUIRED: The project requires the following agency approval prior to issuance of the building permit: a. West Valley Sanitation District b. Santa Clara County Fire Department C. School District: i) Campbell Union School District (378-3405) ii) Campbell Union High School District (371-0960) iii) Moreland School District (874-2900) iv) Cambrian School District (377-2103) d. Bay Area Air Quality Management District (Demolitions Only) 42.P.G.& E.: Applicant is advised to contact Pacific Gas and Electric Company as early as possible in the approval process. Service installations, changes and/or relocations may require substantial scheduling time and can cause significant delays in the approval process. Applicant should also consult with P.G. and E. concerning utility easements, distribution:pole locations and required conductor clearances. PLN2011-318/319 — 213E �5 S. Winchester Blvd. Page 9 43.CALIFORNIA GREEN BUILDING CODE: This project shall comply with the California Green Building Code 2010 ed. Mandatory-Requirements for Commercial Buildings. Thank you again for the opportunity to review the modified project submittal. I will contact you to arrange a meeting so we can discuss the correction items. Once you have incorporated the requested changes, please resubmit five (5) copies of the revised plans, which will be used by the Development Review Committee (DRC) in determining application completeness. Also, it is advised that you begin discussion with West Valley Sanitation so you become aware of their plan submittal requirements in addition to any "hook-up" fees. If you have questions regarding these comments, please feel free to contact me at (408) 866-2141 or by email at paulk@cityofcampbell.com. Sincerely, Paul Kermoyan Planning Manager C: Kirk Heinrichs, Community Development Director Edward Arango, Associate Engineer Attachments: 1. Public Works Comment Letter 2. Building Department Comment Letter 3. Fire District Comment Letter MEMORANDUM CITY OF CAMPBELL TO: Paul Kermoyan, Project Planner DATE: 01/04/12 FROM: Ed Arango, Associate Engineer SUBJECT: DRC APPLICATION Site Address: 2145 S Winchester Blvd. For File No(s): PLN 2011-318 Project Description: Planned Development Permit for new 5,488 SF one=story commercial center Applicant: Kenneth Rodrigues PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS 1. Provide the City with an updated (within the last six months) preliminary title report for the subject site. 2. Sheet A2 identifies that more than 10,000 SF of new/replaced impervious area is proposed. Submit calculations that are consistent with a submitted preliminary grading plan that shows the proposed project will meet storm water requirements pertaining to the City's NPDES permit C.3 provisions (flow based or volume based on-site design measures). The proposed plan should clearly identify storm water on-site treatment elements. The allowed treatment measures will be limited to: harvesting and reuse, infiltration, evapotranspiration or biotreatment. Provide the City with the provided LID Feasibility Screening worksheet (see attachment) and additional feasibility worksheets, if applicable, documenting the feasibility of the treatment measure proposed. Use the City of Campbell's stormwater design worksheets for sizing specific on-site stormwater treatment controls. Worksheets for flow or volume based design measures can be found at: www.cilyofeginpbell.com/publicworks/stormwater.htm. (See items 4.a. and 4.b.) Once more information is provided further completeness comments could be added. 3. This project is subject to the Winchester Master Plan, which can be found on the City's website here: http://www.ciiyofcampbell.coin/Planning/Resources/Winclester%2OMaster%2OPlan.pdf Per the Master Plan, 15,feet of clear sidewalk space is required along the Winchester Blvd. frontage (10 feet in the public right of way and 5 feet on private property). Remove the planters and building elements shown on the plans that encroach into this 15 feet sidewalk J:\LandDev\Completeness\Winchester2145.DOC Page 1 of 2 width. In addition, a pedestrian corner bulb-out with two (2) ADA compliant curb ramps will be required at the southwest corner of Winchester Blvd. and W. Rincon Avenue. Revise the plans to show a new bulb-out at this corner per the attached sketch. Lastly, revise the plans along the W. Rincon Avenue frontage to show 10 feet of clear sidewalk space by removing planters as shown on the plans. 4. The project proposes to utilize Mission Way as an access point for the project. Please provide documentation identifying the owner's right to access this private street. 5. The plans provided (Civil Sheet 3) appear to show some building elements/structures encroaching into the public right of way. Remove any building elements/structures in the public right of way in addition to foundations related to building elements/structures. 6. The proposed project and related Winchester Master Plan improvements will require the owner to relocate the existing traffic facilities along the Winchester Blvd. frontage. This includes removing the existing service pedestal (meter), traffic control cabinet and related boxes located on Winchester Blvd. just south of the southwest corner of Winchester Blvd. and W. Rincon Ave. and installing a new service pedestal (meter), new traffic control cabinet and related boxes on W. Rincon Ave. The existing traffic signal pole at the southwest corner of Winchester Blvd. will also need to be relocated per the attached sketch. Attachments: Sketch of southwest corner of Winchester Blvd. and W. Rincon Ave. LID Feasibility Screening Worksheet Infiltration Feasibility Worksheet Rainwater Harvesting and Use Feasibility Worksheet Glossary for LID Feasibility Worksheet J:\LandDev\Completeness\Winchester 2145.DOC Page 2 of 2 5� I 1 i I � I ff 1 I v ro Ail / \ ; -------------------------------- , I � f y - ---------------------------------- I I � I I --- --------L_ I -_- -_--i_----__- I Rev 10-18-2011 LID Feasibility Screening Worksheet Apply these screening criteria for C.3 Regulated Projects required to implement Provision C.3 stormwater treatment requirements. See the Glossary(Attachment])for definitions of terms marked with an asterisk(*). Contact municipal staff to determine whether the project meets Special Project*criteria and is eligible for LID treatment reduction credits. 1. Applicant Info(Site Address,Applicant Name/Address/Phone,Project Name/Description,Site Area) 2. Feasibility Screening for Infiltration and Recycled Water Use a. Do site soils either(a)have a saturated hydraulic conductivity*(Ksat)that will NOT allow infiltration of 80%of the annual runoff(that is,the Ksat is LESS than 1.6 inches/hour),or(b)consist of Type C or D soils?' ❑ Yes(continue) ❑ No—complete the Infiltration Feasibility Worksheet b. Check the box if the project is installing and using a recycled water plumbing system for non-potable water use. ❑ Due to recycled water plumbing system,rainwater harvesting is infeasible.Skip to Section 4. 3. Feasibility Screening for Rainwater Harvest and Use Complete this section for the entire project area. If the project includes one or more buildings that each have an individual roof area of 10,000 sq.ft. or more, complete Section 3 of this form for each of these buildings. 3.1 Table 1 is completed for(check one): ❑The whole project ❑Area of 1 building roof(10,000 sq.ft.min.) Table 1: Calculation of the Potential Rainwater Capture Area* The Potential Rainwater Capture Area may consist of either the entire project area or one building with a roof area of]0,000 sq.ft.or more. 1 2 3 4 Pre-Project Proposed Impervious Surface-(IS),in Post-project Impervious surface2 sq.ft. landscaping (sq.ft.),if applicable Replaced'IS Created"IS (sq.ft.),if applicable a.Enter the totals for the area to be evaluated: b.Sum of replaced and created impervious surface: Base this response on the site-specific soil report,if available.If this is not available,consult soil hydraulic conductivity maps in Attachment 4. If only the roof area is evaluated,enter only the roof area(vegetated roofs excluded). If the entire site is evaluated,enter the total of all impervious surfaces,including the building footprint,driveway(s),patio(s),impervious deck(s),unroofed porch(es),uncovered parking lot (including top deck of parking structure),impervious trails,miscellaneous paving or structures,and off-lot impervious surface(new,contiguous impervious surface created from road projects,including sidewalks and/or bike lanes built as part of new street).Impervious surfaces do NOT include vegetated roofs or pervious pavement that stores and infiltrates rainfall at a rate equal to immediately surrounding,unpaved landscaped areas,or that stores and infiltrates the C.3.d amount of runoff'. 3"Replaced"means that the project will install impervious surface where existing impervious surface is removed, °"Created"means the project will install new impervious surface where there is currently no impervious surface. *For definitions,see Glossary(Attachment 1). Screening Worksheet_draft_101811_clean Page 1 of 3 October 18, 2011 3.2 Answer this question ONLY if you are completing this section for the entire project area. If existing impervious surface will be replaced by the project, does the area to be replaced equal 500/c or more of the existing area of impervious surface? (Refer to Table 1, Row A. Is the area in Column 2 >50%of Column 1?) ❑ Yes,C.3.stormwater treatment requirements apply to areas of impervious surface that will remain in place as well as the area created and/or replaced. ❑ No,C.3.requirements apply only to the impervious area created and/or replaced. 3.3 Enter the square footage of the Potential Rainwater Capture Area*. If you are evaluating only the roof area of a building,this amount is from Row"b"in Table 1. If you are evaluating the entire project area,this amount is based on the evaluation conducted in Item 3.2: square feet. 3.4 Convert the measurement of the Potential Rainwater Capture Area* from square feet to acres (divide the amount in Item 3.3 by 43,560): acres. 3.5 Use of harvested rainwater for landscape irrigation: Multiply the Potential Rainwater Capture Area*in square feet(Item 3.3)by 2 5; Is the result GREATER than the area of post-project landscaping(Column 4 in Table 1)? ❑ Yes(continue) ❑ No — direct runoff from impervious areas to self-retaining areas*OR refer to Table 1 I and the curves in Appendix F of the LID Feasibility Report to evaluate feasibility of harvesting and using the C.3.d amount of runoff for irrigation. 3.6 Use of harvested rainwater for toilet flushing or non-potable industrial use: a. Residential Projects:Proposed density(dwelling units/acre): Will the project density be LESS THAN 100.dwelling;,units/acre,assuming 2.7 occupants/unit? ❑ Yes(continue) ❑ No— complete the Harvest/Use Feasibility Worksheet. b. Commercial/Industrial Projects:Proposed interior floor area: (sq.ft.) Proposed interior floor area(sq.ft.)per acre: (Divide the interior floor area(sgft.)by the acres of the Potential Rainwater Capture Area in Item 2.3.) Does square footage of the interior floor space per acre equal LESS than 70,000.) ❑ Yes(continue) ❑ No—complete the Harvest/Use Feasibility Worksheet c. School Projects:Proposed interior floor area: (sq.ft.) Proposed interior floor area(sq.ft.)per acre: (Divide the interior floor area(sq.ft.)by the acres of the Potential Rainwater Capture Area* in Item 2.3.) Does square footage of the interior floor space per acre equal LESS than 21,000?) ❑ Yes(continue) ❑ No—complete the Harvest/Use Feasibility Worksheet *For definitions,see Glossary(Attachment 1). Screening Worksheet—draft_101811_clean Page 2 of 3 October 18,2011 d. Mixed Commercial and Residential Use Proiects Evaluate the residential toilet flushing demand based on the dwelling units per acre for the residential portion of the project(using a prorated acreage,based on the percentage of the project dedicated to residential use). Evaluate the commercial toilet flushing demand per acre for the commercial portion of the project(using a prorated acreage,based on the percentage of the project dedicated to commercial use). e. Industrial Projects:Estimated non-potable water demand(gal/day): Is the non-potable demand LESS than 2,400.,ga1/dayEpei acre:of the Potential Rainwater Capture Area? ❑ Yes(continue) ❑ No— refer to the curves in Appendix F'of the LID Feasibility Report to evaluate feasibility of harvesting and using the C.3.d amount of runoff for industrial use. 4. Use of Biotreatment If all questions in Section 2 are answered yes,and either all the questions in Section 3 are answered"yes," or the project will have a recycled water system for non-potable use,then the applicant may use appropriately designed bioretention facilities for compliance with C.3 treatment requirements.The applicant is encouraged to maximize infiltration of stormwater if site conditions allow. 5. Results of Screening Analysis Based on this screening analysis,the project will(check all that apply): ❑ Implement biotreatment measures(such as an appropriately designed bioretention area). ❑ Conduct further analysis of infiltration feasibility by completing the Infiltration Worksheet. ❑ Conduct further analysis of rainwater harvesting and use by(check one): ❑ Completing the Rainwater Harvesting and Use Worksheet for: ❑ The entire project ❑ Individual building(s)(describe: ) ❑ Evaluating the feasibility of harvesting and using the C.3.d amount of runoff for irrigation,based on Table 11 and the curves in Appendix F of the LID Feasibility Report ❑ Evaluating the feasibility of harvesting and using the C.3.d amount of runoff for non-potable industrial use,based on the curves in Appendix F of the LID Feasibility Report. *For definitions,see Glossary(Attachment 1). Screening Worksheet_draft_101811_clean Page 3 of 3 October 18,2011 City of Campbell Infiltration Feasibility Worksheet 70 N. !First Street Municipal Regional Stormwater Permit(MRP) Campbell, CA.95008 Stormwater Controls for Development Projects (408)866-2150 www.cityofcampbell.com Rev 10/17/2011 Complete this worksheet for C.3 Regulated Projects* for which the soil hydraulic conductivity(Ksat)exceeds 1.6. Use this checklist to determine the feasibility of treating the C.3.d amount of runoff* with infiltration. Where it is infeasible to treat.the C.3.d amount of runoff* with infiltration or rainwater harvesting and use, stormwater may be treated with biotreatment* measures. See Glossary (Attachment 1)for definitions of terms marked with an asterisk(*). 1. Enter Project Data. 1.1 Project Name: 1.2 Project Address: 1.3 Applicant/Agent Name: 1.4 Applicant/Agent Address: Applicant/Agent 1.5 Applicant/Agent Email: Phone: 2. Evaluate infiltration feasibility. Check"Yes"or"No"to indicate whether the following conditions apply to the project. If"Yes"is checked for any question, then infiltration is infeasible,and you can continue to Item 3.1 without answering any further questions in Section 2. If all of the answers in Section 2 are"No,"then infiltration is feasible,and you may design infiltration facilities* for the area from which runoff must be treated. Items 2.1 through 2.3 address the feasibility of using infiltration devices*,as well as the potential need to line bioretention areas. Yes No 2.1 Would infiltration facilities at this site conflict with the location of existing or proposed underground utilities or easements,or would the siting of infiltration facilities at this site result in their placement on ❑ ❑ top of underground utilities,or otherwise oriented to underground utilities,such that they would discharge to the utility trench, restrict access,or cause stability concerns?(If yes,attach evidence documenting this condition.) 2.2 Is there a documented concern that there is a potential on the site for soil or groundwater pollutants to ❑ ❑ be mobilized? (If yes,attach documentation of mobilization concerns.) 2.3 Are geotechnical hazards present,such as'steep slopes,areas with landslide potential,soils subject to liquefaction,or would an infiltration facility need to be built less than 10 feet from a building foundation or other improvements subject to undermining by saturated soils?(If yes,attach documentation of ❑ ❑ geotechnical hazard.) Respond to Questions 2.4 through 2.9 only if the project proposes to use an infiltration device*. 2.4 Do local water district or other agency's policies or guidelines regarding the locations where infiltration may occur,the separation from seasonal high groundwater,or setbacks from potential sources of pollution prevent infiltration devices from being implemented at this site? (If yes,attach evidence ❑ ❑ documenting this condition.) 2.5 If there are highly infiltrative native soils,such as sandy soil with an infiltration rate greater than 10"per hour, is there evidence that the soils are not sufficiently protective of groundwater to allow infiltration. (If ❑ ❑ yes,attach evidence documenting this condition.) *See Glossary(Attachment 1)for definitions. 1 DRAFT October 17,2011 Yes No 2.6 Would construction of an infiltration device require that it be located less than 100 feet away from a septic tank, underground storage tank with hazardous materials, or other potential underground source El of pollution? (If yes,attach evidence documenting this claim.) 2.7 Is there a seasonal high groundwater table or mounded groundwater that would be within 10 feet of the base of an infiltration device*constructed on the site? (If yes, attach documentation of high ❑ ❑ groundwater.) 2.8 Are there land uses that pose a high threat to water quality—including but not limited to industrial and light industrial activities, high vehicular traffic(i.e.,25,000 or greater average daily traffic on a main roadway or 15,000 or more average daily traffic on any intersecting roadway),automotive repair shops, car washes,fleet storage areas,or nurseries? (If yes,attach evidence documenting this claim.) 2.9 Is there a groundwater production well within 100 feet of the location where an infiltration device would be constructed? (If yes,attach map showing the well.) ❑ 3. Results of Feasibility Determination Infeasible Feasible 3.1 Based on the results of the Section 2 feasibility analysis,infiltration is(check one): ❑ El If"FEASIBLE"is indicated for Item 3.1, then the amount of stormwater requiring treatment must be treated with infiltration(or rainwater harvest and use,if feasible). Infiltration facilities* may be designed for the area from which runoff must be treated. -� If"INFEASIBLE"is checked for item 3.1, then the applicant may use appropriately designed biotreatment facilities for compliance with C.3 treatment requirements. The applicant is encouraged to maximize infiltration of stormwater if site conditions allow. Name of Applicant(Print) Name of Applicant(Sign) Date *See Glossary(Attachment 1)for definitions. 2 DRAFT October 17,2011 Rainwater Harvesting and Use Feasibility Worksheet City of Campblel Municipal Regional Stormwater Permit(MRP) 70 N.First Street Stormwater Controls for Development Projects Campbell,CA 95008 (408)866-2150 Rev 10-17-2011 www.cityofeampbell.com Complete this worksheet for all C.3 Regulated Projects* for which the project density exceeds the screening density* provided by municipal staff. Use this worksheet to determine the feasibility of treating the C.3.d amount of runoff* with rainwater harvesting and use for indoor, non-potable water uses. Where it is infeasible to treat the C.3d amount of runoff with either harvesting and use or infiltration, stormwater may be treated with biotreatment* measures. See Glossary(Attachment 1)for definitions of terms marked with an asterisk(*). Complete this worksheet"for the entire project area;or if the projectiincludes one o 11 r more buildings that each'individu"ally has a roofarea of 10 000 square feet;comple3e:a"separate copy of`this for m for each:bf these buildings _. 1. Enter Project Data. 1.1 Project Name: 1.2 Project Address: .1.3 Applicant/Agent Name: 1.4 Applicant/Agent Address: (For projects with a potential non-potable water use other than toilet flushing, skip to Question 5.1) employees 1.5 Project Type: Occupied by#of: dwelling units and (if known) If number of employees is unknown, enter the interior floor area(sq.ft.): 1.6 Potential rain capture area*: sq.ft. 1.7 If it is a special Project*, indicate the percentage of LID treatment* reduction: percent 1.8 Total potential rain capture area that will require LID treatment: 0`-sq.ft. (This is the total rain capture area remaining after any Special Project LID treatment reduction is applied.) 2. Calculate Area of Self-Treating Areas, Self-Retaining Areas, and Areas Contributing to Self-Retaining Areas. 2.1 If evaluating the entire project,enter square footage of any self-treating areas* on site: sq.ft. 2.2 If evaluating the entire project,enter square footage of any self-retaining areas* on the site: sq.ft. 2.3 For all projects,enter the square footage of areas contributing runoff to self-retaining area*: sq.ft. 2.4 TOTAL of Items 2.1,2.2,and 2.3: sq.ft. 3. Subtract credit for self-treating/self-retaining areas from area requiring treatment. 3.1 Sum of TOTAL credit for self-treating/self-retaining areas (Item 2.4): sq.ft. 3.2 Result of subtracting the TOTAL in Item 3.1 from potential rain capture area(Item 1.8) sq.ft. 3.3 Convert the TOTAL in Item 3.2 from square feet to acres acres 4. Determine feasibility of use for toilet flushing based on demand dwelling 4.1 Project's dwelling units per acre of adjusted potential rain capture area(see Item 3.2) units/acre employees/ 4.2 Project's employees(if known)per acre of adjusted potential rain capture area(see Item 3.2) acre ._........ .. ......................._..... 4.3 For non-residential projects, if number of employees is unknown,estimate the number of employees using the table in Attachment 3 *See definitions in Glossary(Attachment 1) 1 DRAFT October 17,2011 Awkk.+. fldvb�A gob, i Rainwater Harvesting and Use Feasibility Worksheet Municipal Regional Stormwater Permit(MRP) Stormwater Controls for Development Projects Estimate the number of employees/ac of adjusted potential rain capture area(3.2)based on Item 4.3. employees/ 4.4 acre Refer to the applicable countywide table in Attachment 2. Identify the number of dwelling units and/or dwelling 4.5 employees per impervious acre needed in your Rain Gauge Area to provide the toilet flushing demand units/acre required for rainwater harvest feasibility. employees Check"Yes"or"No"to indicate whether the following conditions apply. If"Yes"is checked for any question, then rainwater harvesting and use is infeasible. As soon as you answer"Yes",you can skip to Item 6.1. If"No"is checked for all items, then rainwater harvesting and use is feasible and you must harvest and use the C.3.d amount of stormwater,unless you infiltrate the C.3.d amount of stormwater*. 4.6 Is the project's number of residents or employees per acre of adjusted area requiring treatment(listed in ❑ Yes ❑ No Items 4.2 and 4.3)LESS than the number identified in Item 4.5? 5. Determine feasibility of rainwater harvesting and use based on factors other than demand. Would the technical requirements cause the harvesting system to exceed 2%of the Total Project Cost, 5.1 or has the applicant documented economic hardship-in relation to maintenance costs? (If so,attach an ❑ Yes El No explanation.) 5.2 Do constraints,such as a slope above 10%or lack of available space at the site,make it infeasible to locate on the site a cistern of adequate size to harvest and use the C.3.d amount of water? (If so, attach ❑ Yes ❑ No an explanation.) 5.3 Are there geotechnical/stability concerns related to the surface(roof or ground)where a cistern would ❑ Yes ❑ No be located that make the use of rainwater harvesting infeasible? (If so,attach an explanation.) 5.4 Does the location of utilities,a septic system and/or heritage trees*limit the placement of a cistern on ❑ Yes ❑ No the site to the extent that rainwater harvesting is infeasible? (If so,attach an explanation.) Note 1:It is assumed that projects with significant amounts of landscaping will either treat runoff with landscape dispersal(self-treating and self-retaining areas)or will evaluate the feasibility of havesting and using rainwater for irrigation using the curves in Appendix F of the LID Feasibility Report. 6. Results of Feasibility Determination Infeasible Feasible 6.1 Based on the results of the feasibility analysis in Item 4.6 and Section 5,rainwater harvesting/use is ❑ ❑ (check one): If"FEASIBLE"is indicated for Item 6.1 the amount of stormwater requiring treatment must be treated with harvesting/use, unless it is infiltrated into the soil. -> If"INFEASIBLE"is checked for Item 6.1, then the applicant may use appropriately designed bioretention facilities for compliance with C.3 treatment requirements. If Ksat> 1.6 in./hr., and infiltration is unimpeded by subsurface conditions, then the bioretention facilities are predicted to infiltrate 80%or more average annual runoff. Otherwise,a smaller portion of runoff will be infiltrated and remaining treated runoff will be discharged to storm drains via facility underdrains.In the latter case, the applicant is encouraged to maximize infiltration of stormwater if site conditions allow. Applicant(Print) Applicant(Sign) Date `See definitions in Glossary(Attachment 1) 2 DRAFT October 17,.2011 Municipal Regional Stormwater Permit(MRP) The municipal stormwater NPDES permit under which discharges are permitted from municipal separate storm sewer systems throughout the NPDES Phase I jurisdictions within the San Francisco Bay Region. Potential Rainwater Capture Area The impervious area from which rainwater may be potentially be captured, if rainwater harvesting and use were implemented for a project. If the entire site is evaluated for rainwater harvesting and use feasibility, this consists of the impervious area of the proposed project;for redevelopment projects that replace 50% or more of the existing impervious surface, it also includes the areas of existing impervious surface that are not modified by the project. If only a roof area or designated impervious area is evaluated for rainwater harvesting and use feasibility, the potential rainwater capture area consists only of the applicable impervious area. Screening Density A threshold of density(e.g., number of units or interior floor area) per acre of impervious surface, associated with a certain potential demand for non-potable water, for C.3 regulated projects. The screening density varies-by municipality, according to location (see Attachment 2.) If the . screening density is met or exceeded, the Rainwater Harvesting and Use Feasibility Worksheet must be completed for the project. Self-Retaining Area A portion of a development site designed to retain the first one inch of rainfall (by ponding and infiltration and/or evapotranspiration)without producing stormwater runoff. Self-retaining areas must have at least a 2:1 ratio of contributing area to a self-retaining area and a 3" ponding depth. Self-retaining areas may include graded depressions with landscaping or pervious pavement. Areas that Contribute Runoff to Self-Retaining Areas are impervious or partially pervious areas that drain to self-retaining areas. Self-Treating Area A portion of a development site in which infiltration, evapotranspiration and other natural processes remove pollutants from stormwater. Self-treating areas may include conserved natural open areas, areas of landscaping, green roofs and pervious pavement. Self-treating areas treat only the rain falling on them and do not receive stormwater runoff from other areas. Special Projects Certain types of smart growth, high density and transit oriented development projects that are allowed, under Provision C.3.e.ii of the MRP, to receive LID treatment reductions. The specific development project types will be described in an amendment to the MRP, anticipated in Fall 2011. Total Project Cost Total project cost includes the construction (labor) and materials cost of the physical improvements proposed; however, it does not include land, transactions, financing, permitting, demolition, or off-site mitigation costs. 2 Final November 2011 `AEkk AdIlk LID Feasibility Worksheet Attachment 2: Toilet-Flushing Demand for Harvested Rainwater' Required for Rainwater Harvesting Feasibility per Impervious Acre (IA)2 Table 1 -Alameda County: Residential Office/Retails Schools6 Required Rain Gauge (gal/day/IA)4 No.of Dwelling Employees Interior Employees" Interior residents Units per per IA 9Floor Area per IA Floor Area per IA' IA8 (sq.ft./IA)'o (sq.ft./IA)12 Berkeley 5,900 690 255 860 172,000 170 51,000 Dublin 4,100 480 177 590 118,000 120 36,000 Hayward 4,800 560 207 700 140,000 140 42,000 Palo Alto 2,900 340 125 420 84,000 90 27,000 San Jose 2,400 280 103 350 70,000 70 21,000 . Table 2 - Santa Clara County: Residential Office/Retails Schools6 Required 3 Demand 4---No-of---Dwelling-- -Employees --Interior-- -Employees1' Interior- ---- Rain Gauge (gal/day/IA) residents Units per per IA9 Floor Area per IA Floor Area per IA' IA8 (sq.ft./IA)10 (sq.ft./IA)12 Morgan Hill 6,500 760 260 1 940 188,000 190 57,000 Palo Alto 2,900 340 116 420 84,000 90 27,000 San Jose 2,400 280 96 350 70,000 70 21,000 Table 3-San Mateo County: Residential Office/Retail5 Schools6 Required Rain Gauge Demand(gal/day/IA No.of Dwelling Employees Interior Employees" Interior residents. Units per per IA Floor Area per IA Floor Area per IA'' IA 8 (sq.ft./IA)'o (sq.ft./IA)12 Palo Alto 2,900 340 124 420 84,000 90 27,000 San 4,600 530 193 670 134,000 140 42,000 Francisco SF 4,300 500 182 620 124,000 130 39,000 Oceanside Page 1 of 1 Well....bad news for them. Since they asked, I felt I should make sure Bob was ok with our approach on this...but after talking with bob about this today, he wants them to be required to comply with all aspects of the WBMP...including the bulb out. When do you need the language for the extension?? We should discuss this, but I have many council reports to finish today...can it wait until tomorrow? From: Edward Arango Sent: Wednesday, January 14, 2009 10:15 AM To: Michelle Quinney Subject: Winchester 2135 (at Rincon), A&W site, PW language for extension Hi Michelle, Planning and the developer(Lexor) took a look at our language for the extention of the prior PD permit application we received. You and I discussed adding language to the conditions that would require the developer to modify the plans per the proposed Winchester Master Plan or as required by you. The developer and Planning indicated that this was somewhat vague and wanted to know how substantial the modifications would be. In looking at it I can see their point as the current draft Master Plan would not be imposed on this development and we are not definite on what will be required. The current approved (but expired permit)plans show tree wells and our standard 10'sidewalk on Winchester and Rincon. I'm thinking to specify the improvements PW would like modified by revising the original conditions for street improvements.As far as street improvements the draft Master Plan shows a full bulb out at this corner, tree grates and minimal structural soil around tree. As you mentioned bulb outs will not be installed at this location. The revisions I'd suggest would be: 1. Tree wells to be tree grates. 2. Sidewalk aggregate base to be structural soil. This includes additional storm drain lines and laterals for the structrual soil. We are adding some treatment of the concrete to the buld out for the El Caminito x Winchester site. Even though there will be no bulb out with the Rincon development, we may want to add some concrete treatment.A new condition could be: 1. Apply treatment to specific areas of sidewalk concrete surface,which may include light sandblast and/or colored concrete, or as required by City Eng. r What do you think?T,1,0 IIC(t V,�,4�s /1 c C 1/15/2009 Illll Fidelity National Title Company PRELMINARY 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 ofsaid policy forms. The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks ofsaid 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 Homeowner's Policies of Title Insurance which establish a Deductible Amount and aMaximum Dollar Limit ofLiability 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(s) of title insurance to be issued hereunder will be policy(s) 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 provideyou 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 oftitle and may not list all liens, defects and encumbrances affecting title to the land. Fidelity National Title:Company BY O�POHgr�ok �a�V7 I //) --Bres L+EA �� ldent •7 L ATTEST Countersigned Secretary CLTA Preliminary Report Form-Modified(11/17/06) Visit Us on our Website: www.fntic.com Fidelity National Title Company ISSUING OFFICE. 2099 Gateway Place,Suite 100•San Jose,CA 95110 FOR SETMEMENTINQUIRIES,CONTACT.• Fidelity National Title Company-San Jose Almaden 1067 Blossom Hill Road•San Jose,CA 95123 408 448-1600•FAX 408 448-0212 Another Prompt Delivery From Fidelity San Mateo/Santa Clara Title Department Where Local Experience And Expertise Make A Difference! PRELIMINARY REPORT Amended Title Officer: Peter Milos Title No.: 12-1022588-A-PM Escrow Officer: Alana Miller Locate No.: CAFNT0943-0943-0001-0001022588 Escrow No.: 12-1022588-AM TO: Scott Plautz. ATTN: scottplautz@gmail.com PROPERTY ADDRESS: 2135-2145 S. Winchester Boulevard,Campbell,California EFFECTIVE DATE: July 5, 2012,07:30 A.M. 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: 2145 South Winchester, LLC,a California Limited Liability Company 3. THE LAND REFERRED TO IN THIS REPORT IS DESCRIBED AS FOLLOWS: SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF MO\MO 04/13/2012 1 CJA Preliminary Report Form-Modred(11/17/06) Title No. 12-1022588=A-PM Locate No. CAFNT0943-0943-0001-0001022588 LEGAL DESCRIPTION EXHIBIT"A" 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: Parcel A,of the Parcel Map filed for record on June 27,2007 in Recorder's Office of Santa Clara County,State of California, in Book 815 of Maps, Pages 38 and 39. APN: 305-33-100 2 CLTA Preliminary Report Form-Modified(11/17/06) \1 Title No. 12-1022588-A-PM Locate No. CAFNT0943-0943-0001-0001022588 AT THE DATE HEREOF,ITEMS TO BE CONSIDERED AND EXCEPTIONSTO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY'FORM WOULD BE AS FOLLOWS: 1. Property taxes,which are a lien not yet due and payable,including any assessments collected with taxes to be levied for the fiscal year 2013-2014. 2. The herein described property lies within the boundaries of a Mello-Roos Community Facilities District("CFD"), as follows: CFD No.: 2005-1 For: Library Services Disclosed By: Notice of Special Tax Lien Recorded: June 24, 2005, Instrument No. 18438576, 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 may be obtained by contacting: Fiscal Agent of the Santa Clara County Library District Joint Powers 14600 Winchester Blvd Los Gatos Ca 95032 408-293-2326 x3004 3. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (Commencing with Section 75)of the Revenue and Taxation code of the State of California. 4. Rights of the public as to any portion of the land lying within the area commonly known as W. Rincon Avenue and South Winchester Boulevard. S. Any loss which may result in the event that the property herein described is affected by any toxic substance, whatsoever, or any lien or action for the removal of such. 6. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a document. Granted to: Santa Clara Valley Water Company Purpose: water purposes Recorded: October 12, 1904, Book 283, Page 233, of Deeds Affects: as described in the document herein referred to 3 CLTA Preliminary Report Form-Modified(11/17/05) ITEMS: (continued) Title No. 12-1022588-A-PM Locate No. CAFNT0943-0943-0001-0001022588 7. Matters contained in that certain document entitled"Agreement"dated February 2, 1951,executed by and between County of Santa Clara and Richfield Oil Corporation recorded February 14, 1951, Instrument No. 697864, Book 2152, Page 377, of Official Records, which document, among other things, contains or provides for: Terms and conditions as contained therein. Reference is hereby made to said document for full particulars. 8. Matters contained in that certain document entitled "Street Improvement Agreement" dated June 19, 2007, executed by Lexor Investments Inc., a California corporation and the City of Campbell,a municipal corporation recorded July 20, 2007, Instrument No. 19521080, of Official Records, which document,among other things,contains or provides for:Terms and conditions as contained therein . Reference is hereby made to said document for full particulars. 9. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a document. Granted to: the City of Campbell, a municipal corporation Purpose: right of way Recorded: July 20, 2007, Instrument No. 19521081,of Official Records Affects: that portion of said land as described therein 10. If 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. *"Work" may include, among other things, any preparation of the site for the planned construction, delivery of construction materials or equipment and any labor furnished. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 4 CLTA Preliminary Report Form-Modified(11/17/05) ITEMS: (continued) Title No. 12-1022588-A-PM Locate No. CAFNT0943-0943-0001-0001022588 11. Before issuing its policy of title insurance, this Company will require for review, the following documents from the Limited Liability Company named below. Limited Liability Company: 2145 South Winchester,LLC,a California Limited Liability Company (a) A copy of its operating agreement and any and all amendments, supplements and/or modifications thereto, certified by the appropriate manager or member. (b) Confirmation that its Articles of Organization (LLC-1), and Certificate of Amendment(LLC-2), any restated Articles of Organization (LLC-10)and/or Certificate of Correction (LLC-11) have been filed with the Secretary of State. (c) If the Limited Liability Company is member-managed a full and complete current list of members certified by the appropriate manager or member. (d) If the Limited Liability Company was formed in a foreign jurisdiction, evidence satisfactory to the Company,that it was validly formed,is in good standing and authorized to do business in the state of origin. (e) If the Limited. Liability Company was formed in a foreign jurisdiction, evidence satisfactory to the Company, that it has complied with California "doing business" laws, if applicable. After review of the requested documents,the Company reserves the right to add additional items or make additional requirements prior to the issuance of any policy of title insurance. 1i 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 this Company,and/or by inquiry of the parties in possession thereof. 13. Any rights of the parties in possession of a portion of, or all of, said land, which rights are not disclosed by the public record. This Company will require, for review, a full and complete copy of any unrecorded agreement, contract,license and/or lease,together with all supplements,assignments and amendments thereto, before issuing any policy of title insurance without excepting this item from coverage.The Company reserves the right to except additional items and/or make additional requirements after reviewing said documents. 14. The transaction contemplated in connection with this Report is subject to the review and approval of the Company's Corporate Underwriting Department. The Company reserves the right to add additional items or make further requirements after such review. 5 CLTA Preliminary Report Form-Modified(11/17/06) ITEMS: (continued) Title No. 12-1022588-A-PM Locate No. CAFNT0943-0943-0001-0001022588 15. This Company will require an Owner's Affidavit to be completed by the party(ies) named below before any title assurance requested under this application will be issued. Party(ies): 2145 South Winchester, LLC, a California Limited Liability Company The Company reserves the right to add additional items or make further requirements after review of the requested Affidavit. END OF ITEMS Note 1. The current owner does NOT qualify for the $20.00 discount pursuant to the coordinated stipulated judgments entered in actions filed by both the Attorney General and private class action plaintiffs for the herein described property. Note 2. The Company is not aware of any matters which would cause it to decline to attach the CLTA Endorsement Form 116 indicating that there is located on said land Commercial building known as 2135-2145 S. Winchester Boulevard, Campbell, California to an Extended Coverage Loan Policy. Note 3. The only deeds affecting said land,which recorded within twenty-four(24)months of the dateof this report,as are follows: Grantor: Lexor Investments, Inc., a Corporation Grantee: 2145 South Winchester, LLC, a California Limited Liability Company Recorded: September 19, 2011, Instrument No. 21326223, of Official Records Note 4. Property taxes for the fiscal year shown below are PAID. For proration purposes the amounts are: Tax Identification No.: 305-33-100 Fiscal Year: 2012 - 2013 1st Installment: $4,916.06 2nd Installment: $4,916.06. Exemption: None Land: . " $775,000.00 " Improvements: $0.00 Personal Property: None Code Area: 10-005 Note S. 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. 6 CLTA Preliminary Report Form-Modified(11/17/06) NOTES: (continued) Title No. 12-1022588-A-PM Locate No. CAFNT0943-0943-0001-0001022588 Note 6. If a county recorder, title insurance company, escrow company, real estate broker, real estate agent or association provides a copy of a 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 face type 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 7. Wiring instructions for Fidelity National Title Company, San Jose, CA, are as follows: Receiving Bank: Wells Fargo 707 Wilshire Blvd., 13th Floor Los Angeles, CA 90017 ABA Routing No.: 121000248 Credit Account Name: Fidelity National Title Company-San Jose Almaden 1067 Blossom Hill Road, San Jose, CA 95123 Credit Account No.: 4945002772 Escrow No.: 12-1022588-AM These wiring instructions are for this specific transaction involving the Title Department of the San Jose office of Fidelity National Title Company. These instructions therefore should not be used in other transactions without first verifying the information with our accounting department. It is imperative that the wire text be exactly as indicated.Any extraneous information may cause unnecessary delays in confirming the receipt of funds. Note S. 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. END OF NOTES 7 CLTA Preliminary Report Form-Modified(11/17/06) OFFICE OF COUNTY ASSESSOR S A N TA CLARA 000N TY, C A L I F 0 R N I A BOOK PAGE Tlris is not a surety of the laird midis inserted 305 33 Z W /cs a matter of infornladon only,and while the V} same is compiledfrnm iR(ormation we believe OrEftfW40 E E 570NE-ASSESSOR W b be co7see;no liabiGry is assumed 6y �� 4 tr msmsoaA popo®orJt. 31 4 Mdelity National Title Croup as to the ndo R k i.Code.see J27. N Roil Yew 2M-2009 uj 1 correctness of sad ir{�or9/udion. ,,,, rw,,, TR. N° 7098 TR.iV°6281 ,ems. 37o/sbs I _ROS /73/36 _ -- AVENUE—-4--Bia r 4BBc FM.404-M-5 240s P.M.815-M-38 rl d- —4—W.— RINCON--- —- o .404-cc ss 3e 1334.664 /.-1069 G P.M.412-M-23 2a2 19a ITa 169... 100 14U a3 BD 73 67 140 1e4 NO 60 •06 05 90.08 'A PCL A 01 plY ;S 1 100 .Y�[N A . - - W o 50� alP o- 54 v PCL ti11PCL `I 55 50 386�I m N �.11 AC.1 0.14 A1_ 2t oq _1e m 97 96 n ZS C. "',4 ° o 73 '?� --P.M1719-M-12 3fUi I4o l�... 9 82 MISSION 275274 WAY R 412 wlti1� 'yJ m J,- I. 10 1 I 1.23 AC. NET miA „ Ig of 7 70.92 It Q: 18 I 17 16 15 IA 65 1 64 1 I 62 61 1 60 I 59 � 5B I 57 i 56 i 53 I 54 53 52 i 51 50 <?I I M1 I J{ I mf-- =� 44 I 42 I 40 I 39 1 38 137 I 36 ml I I I s1 1 I 29 I 28 1 1 I —25 g 49 N{ 1 I I I I I I I I I I 1 I u m.v 70.78 72 1 72 1 72 7090 59,47 I 62 62 �62 62 62 62 I 62 64 60 1 62 62 62 62 62 l)S lsl 247 lid 22, I 207 197 /03 173 Is, 149 17T /20 /If 99 es 77 s3 33 4/ 1 _ TRACT N° 295 TRACT N'179 LANE $ EL RANCHO CAL RNIA TRACT CHERRY E.R. KENNEDY SUBD-UN. 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KENNEDY SUBD-UNIT N'3 { 6y1� P.M. 389-M-1 11 I \`�\ 162.73 �,. f O34 e�-P'A l�01 LLA.15305355 I FNNEDy SUBD JN' P.M. 817-M-1 ATTACHMENT ONE AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY(6-1-87)EXCLUSIONS In addition to the Exceptions in Schedule B,you are not insured 3. Title Risks: against loss,costs,attorneys'fees,and expenses resulting from: • that are created,allowed,or agreed to by you 1. Governmental police power,and the existence or violation of • that are known to you,but not to us,on the Policy Date- any law or government regulation.This includes building and unless they appeared in the public records zoning ordinances and also laws and regulations concerning: • that result in no loss to you • land use • that first affect your title after the Policy Date-this does not • improvements on the land limit the labor and material lien coverage in Item 8 of • land division Covered Title Risks • environmental protection 4. Failure to pay value for your title. This exclusion does not apply to violations or the enforcement 5. Lack of a right: of these matters which appear in the public records at policy • to any land outside the area specifically described and date. referred to in Item 3 of Schedule A This exclusion does not limit the zoning coverage described in or Items 12 and 13 of Covered Title Risks. • in streets,alleys,or waterways that touch your land 2. The right to take the land by condemning it,unless: This exclusion does not limit the access coverage in Item 5 of • a notice of exercising the right appears in the public records Covered Title Risks. on the Policy Date • the taking happened prior to the Policy Date and is binding on you if you bought the land without knowledge of the taking In addition to the Exclusions, you are not insured against loss, 3. Any facts about the land which a correct survey would disclose costs,attorneys'fees,and the expenses resulting from: and which are not shown by the public records.This does not 1. Any rights,interests,or claims of parties in possession of the limit the forced removal coverage in Item 12 of Covered land not shown by the public records. Title Risks. 2. Any easements or liens not shown by the public records.This 4. Any water rights or claims or title to water in or under the land, does not limit the lien coverage in Item 8 of Covered whether or not shown by the public records. Title Risks. Attaclunenl One(7/26/10) ATTACHMENT ONE (CONTINUED) CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY-1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of (a)whether or not recorded in the public records at Date of this policy and the Company will not pay loss or damage,costs, Policy, but created, suffered, assumed or agreed to by the attorneys'fees or expenses which arise by reason of: insured claimant; 1. (a)Any law,ordinance or governmental regulation(including (b)not known to the Company, not recorded in the public but not limited to building and zoning laws, ordinances, or records at Date of Policy,but known to the insured claimant regulations) restricting, regulating, prohibiting or relating and not disclosed in writing to the Company by the insured (i)the occupancy, use, or enjoyment of the land; (ii)the claimant prior to the date the insured claimant became an character,dimensions or location of any improvement now or insured under this policy; hereafter erected on the land;(iii)a separation in ownership or (c)resulting in no loss or damage to the insured claimant; a change in the dimensions or area of the land or any parcel of (d)attaching or created subsequent to Date of Policy;or which the land is or was a part; or (iv)environmental (e)resulting in loss or damage which would not have been protection, or the effect of any violation of these laws, sustained if the insured claimant had paid value for the insured ordinances or governmental regulations, except to the extent mortgage or for the estate or interest insured by this policy. that a notice of the enforcement thereof or a notice of a defect, 4. Unenforceability of the lien of the insured mortgage because of lien or encumbrance resulting from a violation or alleged the inability or failure of the insured at Date of Policy,or the violation affecting the land has been recorded in the public inability or failure of any subsequent owner of the indebtedness, records at Date of Policy. to comply with the applicable doing business laws of the state (b)Any governmental police power not excluded by(a)above, in which the land is situated. except to the extent that a notice of the exercise thereof or a 5. Invalidity or unenforceability of the lien of the insured notice of a defect, lien or encumbrance resulting from a mortgage,or claim thereof,which arises out of the transaction violation or alleged violation affecting the land has been evidenced by the insured mortgage and is based upon usury or recorded in the public records at Date of Policy. any consumer credit protection or truth in lending law. 2. Rights of eminent domain unless notice of the exercise thereof 6. Any claim, which arises out of the transaction vesting in the has been recorded in the public records at Date of Policy,but insured the estate or interest insured by this policy or the not excluding from coverage any taking which has occurred transaction creating the interest of the insured lender,by reason prior to Date of Policy which would be binding on the rights of of the operation of federal bankruptcy, state insolvency or a purchaser for value without knowledge. similar creditors'rights laws. 3. Defects,liens,encumbrances,adverse claims,or other matters: SCHEDULE B,PART I EXCEPTIONS FROM COVERAGE 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: PART I 1. Taxes or assessments which are not shown as existing liens by 4. Discrepancies, conflicts in boundary lines, shortage in area, the records of any taxing authority that levies taxes or encroachments,or any other facts which a correct survey would assessments on real property or by the public records. disclose,and which are not shown by the public records. Proceedings by a public agency which may result in taxes or 5. (a)Unpatented ruining claims;(b)reservations or exceptions in assessments, or notices of such proceedings, whether or not patents or in Acts authorizing the issuance thereof, (e) water shown by the records of such agency or by the public records. rights, claims or title to water, whether or not the matters 2. Any facts,rights,interests or claims which are not shown by the excepted under(a),(b),or(c)are shown by the public records. public records but which could be ascertained by an inspection 6. Any hen or right to a lien for services, labor or material not of the land or wluch may be asserted by persons in possession shown by the public records. thereof. 3. Easements,liens or encumbrances,or claims thereof,not shown by the public records. Attachment One(7/26/10) ATTACHMENT ONE (CONTINUED) FORMERLY AMERICAN LAND TITLE ASSOCIATION LOAN POLICY(10-17-92) WITH A.L.T.A.ENDORSEMENT-FORM 1 COVERAGE . EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of material or to the extent insurance is afforded herein as to this policy and the Company will not pay loss or damage,costs, assessments for street improvements under construction or attorneys'fees or expenses which arise by reason of: completed at Date of Policy);or l. (a)Any law,ordinance or governmental regulation(including (e)resulting in loss or damage which would not have been but not limited to building and zoning laws, ordinances, or sustained if the insured claimant had paid value for the insured regulations) restricting, regulating, prohibiting or relating to mortgage. (i)the occupancy, use, or enjoyment of the land; (ii)the 4. Unenforceability of the lien of the insured mortgage because of character,dimensions or location of any improvement now or the inability or failure of the insured at Date of Policy,or the hereafter erected on the land;(iii)a separation in ownership or inability or failure of any subsequent o,%Nmer of the indebtedness, a change in the dimensions or area of the land or any parcel of to comply with applicable doing business laws of the state in which the land is or was a part; or (iv)environmental which the land is situated. protection, or the effect of any violation of these laws, 5. Invalidity or unenforceability of the lien of the insured ordinances or governmental regulations,except to the extent mortgage,or claim thereof,which arises out of the transaction that a notice of the enforcement thereof or a notice of a defect, evidenced by the insured mortgage and is based upon usury or lien or encumbrance resulting from a violation or alleged any consumer credit protection or truth in lending law. violation affecting the land has been recorded in the public 6. Any statutory lien for services,labor or materials(or the claim records at Date of Policy. of priority of any statutory lien for services,labor or materials (b)Any governmental police power not excluded by(a)above, over the lien of the insured mortgage) arising from an except to the extent that a notice of the exercise thereof or a improvement or work related to the land which is contracted for notice of a defect, lien or encumbrance resulting from a and commenced subsequent to Date of Policy and is not violation or alleged violation affecting the land has been financed in whole or in part by proceeds of the indebtedness recorded in the public records at Date of Policy. secured by the insured mortgage which at Date of Policy the 2. Rights of eminent domain unless notice of the exercise thereof insured has advanced or is obligated to advance. has been recorded in the public records at Date of Policy,but 7. Any claim, which arises out of the transaction creating the not excluding from coverage any taking which has occurred interest of the mortgagee insured by this policy,by reason of the prior to Date of Policy which would be binding on the rights of operation of federal bankruptcy, state insolvency, or similar a purchaser for value without knowledge. creditors'rights laws,that is based on: 3. Defects,liens,encumbrances,adverse claims,or other matters: (i) the transaction creating the interest of the insured mortgagee (a)created, suffered, assumed or agreed to by the insured being deemed a fraudulent conveyance or fraudulent transfer;or claimant; (ii)the subordination of the interest of the insured mortgagee as (b)not known to the Company, not recorded in the public a result of the application of the doctrine of equitable records at Date of Policy,but known to the insured claimant subordination;or and not disclosed in writing to the Company by the insured (iii) the transaction creating the interest of the insured claimant prior to the date the insured claimant became an mortgagee being deemed a preferential transfer except where insured under this policy; the preferential transfer results from the failure: (c)resulting in no loss or damage to the insured claimant; (a)to timely record the instrument of transfer;or (d)attaching or created subsequent to Date of Policy(except to (b)of such recordation to impart notice to a purchaser for the extent that this policy insures the priority of the lien of the value or a judgement or lien creditor. insured mortgage over any statutory lien for services,labor or 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)which arise by reason of: I. Taxes or assessments which are not shown as existing liens by 4. Discrepancies, conflicts in boundary lines, shortage in area, the records of any taxing authority that levies taxes or _ encroachments,or any other facts which a correct survey would assessments on real property or by the public records. disclose,and which are not shown by the public records. _ Proceedings by a public agency which may result in taxes or 5. (a)Unpatented mining claims;(b)reservations or exceptions in assessments, or notices of such proceedings, whether or not patents or in Acts authorizing the issuance thereof, (c)water shown by the records of such agency or by the public records. rights, claims or title to water, whether or not the matters 2. Any facts,rights,interests or claims which are not shown by the excepted under(a),(b)or(c)are shown by the public records. public records but which could be ascertained by an inspection 6. Any lien or right to a lien for services, labor or material not of the land or which may be asserted by persons in possession shown by the public records. thereof. 3. Easements,liens or encumbrances,or claims thereof,not shown by the public records. Attachment One(7/26/10) ATTACHMENT ONE (CONTINUED) 2006 AMERICAN LAND TITLE ASSOCIATION LOAN POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of (c)resulting in no loss or damage to the Insured Claimant; this policy, and the Company will not pay loss or damage,costs, (d)attaching or created subsequent to Date of Policy(however, attorneys'fees,or expenses that arise by reason of: this does not modify or limit the coverage provided under 1. (a)Any law, ordinance, pernut, or governmental regulation Covered Risk 11, 13,or 14);or (including those relating to building and zoning) restricting, (e)resulting in loss or damage that would not have been regulating,prohibiting,or relating to sustained if the Insured Claimant had paid value for the Insured (i) the occupancy,use,or enjoyment of the Land; Mortgage. (ii) the character, dimensions, or location of any 4. Unenforecability of the lien of the Insured Mortgage because of improvement erected on the Land; the inability or failure of an Insured to comply with applicable (iii) the subdivision of land;or doing-business laws of the state where the Land is situated. (iv) environmental protection; - 5. Invalidity or unenforceability in whole or in part of the lien of or the effect of any violation of these laws, ordinances, or the Insured Mortgage that arises out of the transaction governmental regulations.This Exclusion 1(a)does not modify • evidenced by the Insured Mortgage and is based upon usury or or limit the coverage provided under Covered Risk 5. any consumer credit protection or truth-in-lending law. (b)Any governmental police power.This Exclusion 1(b)does 6. Any claim, by reason of the operation of federal bankruptcy, not modify or limit the coverage provided under Covered state insolvency, or similar creditors' rights laws, that the Risk 6. transaction creating the lien of the Insured Mortgage,is 2. Rights of eminent domain.This Exclusion does not modify or (a)a fraudulent conveyance or fraudulent transfer,or limit the coverage provided under Covered Risk 7 or 8. (b)a preferential transfer for any reason not stated in Covered 3. Defects,liens,encumbrances,adverse claims,or other matters Risk 13(b)of this policy. (a)created, suffered, assumed, or agreed to by the Insured 7. Any lien on the Title for real estate taxes or assessments Claimant; imposed by governmental authority and created or attaching (b)not Known to the Company, not recorded in the Public between Date of Policy and the date of recording of the Insured Records at Date of Policy,but Known to the Insured Claimant Mortgage in the Public Records. This Exclusion does not and not disclosed in writing to the Company by the Insured modify or limit the coverage provided under Covered Claimant prior to the date the Insured Claimant became an Risk I I(b). Insured under this policy; The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage(and the Company will not pay costs,attorneys' fees or expenses)that arise by reason of: 1. (a)Taxes or assessments that are not shown as existing liens by 4. Any encroachment, encumbrance, violation, variation, or the records of any taxing authority that levies taxes or adverse circumstance affecting the Title that would be disclosed assessments on real property or by the Public Records; by an accurate and complete land survey of the Land and not (b)proceedings by a public agency that may result in taxes or shown by the Public Records. assessments, or notices of such proceedings, whether or not 5. (a)Unpatented mining claims;(b)reservations or exceptions in shown by the records of such agency or by the Public Records. patents or in Acts authorizing the issuance thereof;(c) water 2. Any facts,rights,interests,or claims that are not shown by the rights, claims or title to water, whether or not the matters Public Records but that could be ascertained by an inspection excepted under(a),(b),or(c)are shown by the Public Records. of the Land or that may be asserted by persons in possession of 6. Any lien or right to a lien for services,labor or material not the Land. shown by the Public Records. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. Altaelunenl One(7/26110) ATTACHMENT ONE (CONTINUED) FORMERLY AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY(10-17-92) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of 3. Defects,liens,encumbrances,adverse claims,or other matters: this policy and the Company will not pay loss or damage,costs, (a)created, suffered, assumed or agreed to by the insured attorneys'fees or expenses which arise by reason of.- claimant; 1. (a)Any law,ordinance or governmental regulation(including (b)not known to the Company, not recorded in the public but not limited to building and zoning laws, ordinances, or records at Date of Policy,but known to the insured claimant regulations) restricting, regulating,prohibiting or relating to and not disclosed in writing to the Company by the insured (i)the occupancy, use, or enjoyment of the land; (ii)the claimant prior to the date the insured claimant became an character,dimensions or location of any improvement now or insured under this policy, hereafter erected on the land;(iii)a separation in ownership or (c)resulting in no loss or damage to the insured claimant; a change in the dimensions or area of the land or any parcel of (d)attaching or created subsequent to Date of Policy,or which the land is or was a part; or (iv)environmental (e)resulting in loss or damage which would not have been protection, or the effect of any violation of these laws, sustained if the insured claimant had paid value for the estate or ordinances or governmental regulations, except to the extent interest insured by this policy. that a notice of the enforcement thereof or a notice of a defect, 4. Any claim,which arises out of the transaction vesting in the lien or encumbrance resulting from a violation or alleged insured the estate or interest insured by this policy,by reason of violation affecting the land has been recorded in the public the operation of federal bankruptcy,state insolvency,or similar records at Date of Policy. creditors'rights laws,that is based on: (b)Any governmental police power not excluded by(a)above, (i) the transaction creating the estate or interest insured by this except to the extent that a notice of the exercise thereof or a policy being deemed a fraudulent conveyance or fraudulent notice of a defect, lien or encumbrance resulting from a transfer;or violation or alleged violation affecting the land has been (ii)the transaction creating the estate or interest insured by this recorded in the public records at Date of Policy. policy being deemed a preferential transfer except where the 2. Rights of eminent domain unless notice of the exercise thereof preferential transfer results from the failure: has been recorded in the public records at Date of Policy,but (a)to timely record the instrument of transfer;or not excluding from coverage any taking which has occurred (b)of such recordation to impart notice to a purchaser for prior to Date of Policy which would be binding on the rights of value or a judgement or lien creditor. a purchaser for value without knowledge. 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)which arise by reason of: 1. Taxes or assessments which are not shown as existing liens by 4. Discrepancies, conflicts in boundary lines, shortage in area, the records of any taxing authority that levies taxes or encroachments,or any other facts which a correct survey would assessments on real property or by the public records. disclose,and which are not shown by the public records. Proceedings by a public agency which may result in taxes or 5. (a)Unpatented mining claims;(b)reservations or exceptions in assessments, or notices of such proceedings, whether or not patents or in Acts authorizing the issuance thereof-, (c)water shown by the records of such agency or by the public records. rights, claims or title to water, whether or not the matters 2. Any facts,rights,interests or claims which are not shown by the excepted under(a),(b)or(c)are shown by the public records. public records but which could be ascertained by an inspection 6. Any hen or right to a lien for services,labor or material not of the land or which may be asserted by persons in possession shown by the public records. thereof. 3. Easements,liens or encumbrances,or claims thereof,not shown by the public records. Attachment One(7/26/10) 1/1sit Us on our Websdte: www.fn6c.com Fidelity National Title Company ISSUINGOFFICE.• 2099 Gateway Place,Suite 100•San Jose,CA 95110 FOR SEMEMENTINQUIRIES,CONTACT.• Fidelity National lltle company-San Jose Almaden 1067 Blossom HIII Road•San Jose,CA 95123 408 448-1600•FAX 408 44&0212 Another Prompt Delivery From Fidelity San Mateo/Santa Clara Title Department Where Local Experience And Expertise Make A Difference! PRELIMINARY REPORT Title Officer: Peter Milos Title No.: 12-1022588-PM Escrow Officer: Alana Miller Locate No.: CAFNT0943-0943-0001-0001022588 Escrow No.: 12-1022588-AM TO: Scott Plautz ATTN: scottplautz@gmail.com PROPERTY ADDRESS: 2135-2145 S. Winchester Boulevard, Campbell, California EFFECTIVE DATE: April 10,2012,07:30 A.M. 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: 2145 South Winchester, LLC,a California Limited Liability Company 3. THE LAND REFERRED TO IN THIS.REPORT IS DESCRIBED AS FOLLOWS: SEE EXHIBIT"A"ATTACHED HERETO AND MADE APART HEREOF MO\MO 04/13/2012 1 CLTA Preliminary Report Forth-Modified(11117/06) Title No. 12-1022588-PM Locate No.CAFNT0943-0943-0001-0001022588 LEGAL DESCRIPTION EXHIBIT"A" 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: Parcel,A, the Parcel Map filed for record on June 27,2007 in Recorder's Office of Santa Clara County,State of California, in Book 815 of Maps, Pages 38 and 39. APN: 305-3,3-100 CLTA Preliminary Report Form-Modified(11/17/06) i Title No. 12-1022588-PM Locate No.CAFNT0943-0943-0001-0001022588. AT THE DATE HEREOF, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN.SAID POLICY FORM.WOULD BE AS FOLLOWS: 1. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the fiscal year 2012-2013. 2. Property taxes, including any personal property taxes and any assessments collected with taxes, for the fiscal year 2011-2012, Assessor's Parcel Number 305-33-100. . Code Area Number: 10-005 1st Installment: $5,146.67 Delinquent + Penalty$ 534.66 2nd Installment: $5,146.67 Delinquent+ Penalty$534.66 Land: $823,000.00 Improvements: $2,000.00 Exemption: $0.00 Personal Property: $0.00 3. The herein described property lies within the boundaries of a Mello-Roos Community Facilities District("CFD"), as follows: CFD No.: 2005-1 For: Library Services Disclosed By: Notice of Special Tax Lien Recorded: June 24, 2005,Instrument No. 18438576, 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 may be obtained by contacting: Fiscal Agent of the Santa Clara County Library District Joint Powers 14600 Winchester Blvd Los Gatos Ca 95032 408-293-2326 x3004 4. The lien of supplemental taxes, if any,.assessed pursuant to the provisions of Chapter 3.5. (Commencing with Section 75) of the Revenue and Taxation code of the State of California. 5. Rights of the public as to any portion of the land lying within the area commonly known as W. Rincon Avenue and South Winchester Boulevard. 6. Any loss which may result in the event that the property herein described Is affected by any toxic substance,whatsoever, or any lien or,action for the removal of such. 3 CLTA Preliminary Report Form-Modified(11/17/06) ITEMS: (continued) Title No. 12-1022588-PM Locate No.CAFNT0943-0943-0001-0001022588 7. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in_a document. Granted to: Santa Clara Valley Water Company Purpose: water purposes Recorded: October.12, 1904, Book 283, Page 2.33, of Deeds Affects: as described in the document herein referred to 8. Matters contained in that certain document entitled"Agreement"dated February 2,1951,executed . by and between County of Santa Clara and Richfield Oil Corporation recorded February 14, 1951, Instrument No. 697864, Book 2152, Page 377, of Official Records, which document, among other things, contains or provides for:Terms and conditions.as contained therein. Reference is hereby made to said document for full particulars. 9. Matters contained in that certain document entitled"Street Improvement Agreement"dated June 19,2007, executed by Lexor Investments Inc., a California corporation and the City of Campbell, a municipal corporation recorded July 20,2007,Instrument No.195210801 of Official Records,which document,among other things,contains or provides for:Terms and conditions as contained therein . Reference Is hereby made to said document for full particulars. 10. Easement(s) for the purpose(s) shown below and rights incidental thereto as. granted in a document. Granted to: the City of Campbell,a municipal corporation Purpose: right of way Recorded: July 20, 2007,Instrument No. 19521081, of Official Records Affects: that portion of said land as described therein � 4 CLTA Prel(minary Report Form-Modified(11/17106) ITEMS: (continued) Title No. 12-1622588-PM Locate No.CAFNT0943-0943-0001-0001022588 .11. If 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. *"Work"may include,among other things,any preparation of the site for the planned construction, delivery of construction materials or equipment and any labor furnished. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 12. Before issuing its policy of title insurance,this Company will require for review,the following documents from the Limited Liability Company named below. Limited Liability Company: 2145 South Winchester, LLC, a California Limited Liability Company (a) A copy of its operating agreement and any and all amendments,' supplements and/or modifications thereto, certified by the appropriate manager or member. (b) Confirmation that its Articles of Organization (LLC-1), and Certificate of Amendment(LLC-2),any restated Articles of Organization(LLC-10)and/or Certificate of Correction (LLC-11) have been filed with the Secretary of State. (c) If the Limited Liability Company is member-managed a full and complete current list of members certified by the appropriate manager or member. (d) If the Limited Liability Company was formed In a foreign jurisdiction, evidence satisfactory to the Company,that it was validly formed,is in good standing and authorized to do business in the state of origin. (e) If the Limited Liability Company was formed in a foreign jurisdiction, evidence satisfactory to the Company, that it has complied with California "doing business" laws, if applicable. After review of the requested documents,.the Company reserves the right to add additional items or make additional requirements prior to the issuance of any policy of title insurance. 5 CLTA.Preuminary Report Form-Modified(11/v/O6) ITEMS: (continued) Title No: 12-1022588-PM Locate No.CAFNT0943-0943-0001-0001022588 13. 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 this Company, and/or by inquiry of the parties in possession thereof. 14. Any rights of the parties in possession of a portion of,or all of,said land,which rights are not disclosed by the public record. This Company will require, for review, a full and complete copy of any unrecorded agreement, contract, license and/or lease, together with all supplements, assignments and amendments thereto, before issuing any policy of title insurance without excepting this item from coverage.The. Company reserves the right to except additional Items and/or-make additional requirements after reviewing said documents. 15. The transaction contemplated in connection with this Report is subject to the review and approval of the Company's Corporate Underwriting Department. The Company reserves the right to add additional items or make further requirements after such review. 16. This Company will require an Owner's Affidavit to be completed by the party(ies)named below before any title assurance requested under this application will be issued. Party(ies): 2145 South Winchester, LLC, a California Limited Liability Company The Company reserves the right to add additional items or make further requirements after review of the requested Affidavit. END OF ITEMS Note 1. The current owner does NOT qualify for the $20.00 discount pursuant to the coordinated stipulated judgments entered in actions filed by both the Attorney General and private class action plaintiffs for the herein described property. Note 2. The Company is not aware of any matters which would cause it to decline to attach the CLTA Endorsement Form 116 Indicating that there Is located on said-land Commercial building known as 2135-2145 S. Winchester Boulevard, Campbell, California to an Extended Coverage Loan Policy.. . Note 3. The only deeds affecting said land,which recorded within twenty-four(24) months of the date of this report, as are follows: Grantor: Lexor Investments,Inc., a Corporation Grantee: 2145 South Winchester, LLC,a California Limited Liability Company Recorded: September 19, 2011, Instrument No. 21326223, of Official Records Note 4. 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. 6 CLTA Prelldnary Report Form-Modified(11/17/06) NOTES: (continued) Tide No. 12-1022588-PM Locate No.CAFNT0943-0943-0001-0001022588 Note S. If a county recorder,tide insurance company,escrow company, real estate broker, real estate agent or association provides a copy of a 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 face type 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 6. Wiring instructions for Fidelity National Title Company, San Jose, CA,are as follows: Receiving Bank: Wells Fargo 707 Wilshire Blvd., 13th Floor Los Angeles,CA 90017 ABA Routing No.: 121000248 Credit Account Name: Fidelity National Title Company-San Jose Almaden 1067 Blossom Hill Road,'San Jose,CA 95123 Credit Account No.: 4945002772 Escrow No.: 12-1022588-AM These wiring instructions are for this specific transaction involving the Title Department of the. San Jose office of Fidelity National Title Company.These Instructions therefore should not be used in other _transactions without first verifying the information with our accounting department. It is imperative that the wire text be exactly as indicated. Any extraneous information may cause unnecessary delays in confirming the receipt of funds. Note 7. ' 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. END OF NOTES 7 CLTA preliminary Report Form-Moirdied(11/17/06) 0 F F 1 0 E OF COUNTY ASSESSOR SANTA C L A R A COUNTY, C A L I F 0 R N I A This is not a surrey of the lmtd and is inserted 305 11 33 Z W as amatterof information onik endwhila the WA � p.'Z Ur s.iscomgiledjmminfarmatiomwebelieve LAN rm �II E STONE t plepwm A p AR ¢� to be sotret;no Liability is assamed by 31 aaaw�+< mnP $>496� 7Q Fidelity National Title Group as to the wead e Re yaw�2009��. N TR. N°-7090 I conectaessofsaidiufomzdi0-. F.PM � TR .404-M-5 a.o .V°6281 RDS. 370/596 d ROB, 173136 _ -W. NI— —�—W.— RINCON t 4.66q— ta6s4 P..M.412-M-23 r-'h9F4 AVENUE— E - r90 _... ✓rror Ba no i..._ ro9 01 Bo-m-es 5r -m P.M.875-M-38 q, )40 H52 73 67 tq 1e0 BO 60 •00 80 es 9a98 !a E PCL A e , ;8 r 8 I- 0.39 Ae _ 4o N a gg ,,,,,8888�� !4 g I A 3�" v 7 a 54 v PCLA�7i014 `I ,a M —7 N N �__-- N:4 -1 73 Ib P.N.719—�—72 51 so �i MISSION 87 O 9 82 2�527 _•WAY R0412i W: �I — IN 77 7O5 21.23 AC. NET 20 -_ 140 Ise 249 i62� 70.92 59,6G I u 16 17 16 i 6 9 ' S 5 56 i5 54i i52i 50 OIL M 45 44 i i 42 41 ; 40 I 39 j 38 137 j 36 ml 01 34 j .33 j 32 31 30 29 j 28 27 26 I I I I I I I 1 I I 1 I 1. I I I I Ie 4-9 1 70.79 72 I 72 1 72 70.90 59.4i 62 G2 1 62 1 62 1 62 1 62 I 62 64 60 62 62 62 62 82 I l32 � r73 P61 Zr e33 PP1 1 207 197 /05 !73 161 149 /37 125 //3 99 69 77 65 39 41 LL TRACT N?295 TRACT No179 LAND EL RANCHO CALIFORNIA TRACT CHERRY E.R. KENNEDY SUBD-UN- N°2 m PSa 1 A7B I99 /B9 174 16P 150 130 /P6 I1 /00 9e 7'B ee .SG t28.91 594D 62 62 62 I 62 I 62 I G2 I 6S `00 I G2 62 62 I 62 I 62 62 1 132 �30 $ 80 t3 m 1 1 I I I 1 I t I I I fN 49 61 va W 140,91___-m46 147 I 48 I f9 j 50 i 51 j 52 ml 6i 54 65 56 67 j W 59 j 60 �,---- --- �I "o � tIg 47 98 " (/► y r 12 � 1 33 1 34 I 35 I 36 I 3'1 I 36 I 39 I 40 I 41 , 42 , 43 I 44 I 45 1 46 I � � 35I II I 1 II 1 1 150 . w F._.. ___—__ _� 75 _• I _T---�— 75 75 120.22�75 125 Wz ra 73 I 72 I 71 70 1 69 s6 I 57 84 I --35 0CL A 101 ni PCU 0 PCL A _ 0,221 Ac 1 I Z" O $ h1 I I I I I I �I N loess 1 102 S_ � _.. --------- I Ih6.91 ZS MI 75 r 74 I Z3 I Z2 I Zl I 70 I 69 m_ 68 =1 67 �.�� 0.412 Ae t f N J I I I I I I I 9 t a23a Ac, Q q o I PCL A \ 451 2666 31.291 75 7. 75 75 1 75 1 75 t 75 S)y3 I 95 \ 4,53 6x9J /9/ /71 /6/ /99 /SS IP/ /03 __ _ TRACT N° 491M?�wLANE—R--�fe—� �- E—CATALPA--�° a` — E.R. KENNEDY SUED-UNIT N' 3 g� 16x.." 6� P.M. 389-M-1 h o G LLA_1531)355 i 34 keN1Yr`pY SUBD' N P.M- 817-M-1 Fidelity National Title Compar PRELINUNARY REPORT A�bi/� ,5-� �® 'Parks ga�i�is�d G In response to the application for a policy of title insurance referenced herein, Fidelity National Title o� Company hereby reports that it is prepared to issue,or cause to be issued,as of the date hereof,a policy or j policies of title insurance describingthe land and the estate or interest therein hereinaftersetforth,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 setforth 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 Homeowner's Policies of Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in 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 solelyfor the purpose offacilitating 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(s) of title insurance to be issued lereunder will be policy(s)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 Company �� .. By 08.1 SEAL ` �/u►/f( (.►rP~resldenf ATTEST . i Countetsig led secretary CLTA Preliminary Report Form-Modified(11/17/06) n � Fidelity rational Title Insurance Company Ut j .I POLICY NO.: CAFNT0943-0943-0001-0001020283-FNTIC-2011-01-0 DUPLICATE ORIGINAL CLTA STANDARD COVERAGE POLICY OF TITLE INSURANCE SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, FIDELITY NATIONAL TITLE INSURANCE COMPANY, a California corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land, and, in addition, as to an insured lender only, 5. The invalidity or unenforceability of the lien of the insured mortgage upon the title; 6. The priority of any lien or encumbrance over the lien of the insured mortgage,said mortgage being shown in Schedule B in the order of its priority; 7. The invalidity or unenforceability of any assignment of the insured mortgage, provided the assignment is shown in Schedule B, or the failure of the assignment shown in Schedule B to vest title to the insured mortgage in the named insured assignee free and clear of all liens, The Company will also pay the costs, attorneys'fees and expenses incurred in defense of the title or the lien of the insured mortgage, as insured, but only to the extent provided in the Conditions and Stipulations. IN WITNESS WHEREOF,FIDELITYNATIONAL TITLE INSURANCE COMPANY has caused this policy to be signed and sealed by its duly authorized officers. Fidelity National Title Insurance Company ZIP r BY P J) / SEALS — Praslderri ATTEST Countersigned Secretary RMkIflEIVED DEC 12011 PLANNPBELL ING DEPT CLTA Standard Coverage Policy-1990 SCHEDULE A Policy No.: CAFNT0943-0943-0001-0001020283-FNTIC-2011-01-0 Amount of Insurance: $ 775,000.00 Premium: $ 1,807.00 Date of Policy: September 19, 2011 at 08:00 AM 1. Name of Insured: 2145 South Winchester, LLC,a California limited liability company 2. The estate or interest in the land.which is covered by this policy is: A Fee 3. Title to the estate or interest in the land is vested in: 2145 South Winchester, LLC,a California Limited Liability Company 4. The land referred to in this policy is described as follows: SEE EXHIBIT"A" ATTACHED HERETO AND MADE A PART HEREOF THIS POLICY VALID ONLY IF SCHEDULE B IS ATTACHED DUPLICATE ORIGINAL 1 CLTA Standard Coverage Policy-1990 Policy No. CAFNT0943-0943-0001 _ 1OZ0283-FNTIC-2011-01-0 • LEGAL DESCRIPTION EXHIBIT"A" 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: Parcel A,of the Parcel Map filed for record on June 27,2007 in Recorder's Office of Santa Clara County,State of California, in Book 815-of Maps, Pages 38 and 39. APN: 305-33-100 DUPLICATE ORIGINAL 2 CLTA Standard Coverage Policy-1990 Policy No. CAFNT0943-0943-0001 020283-FNTIC-2011-01-0 SCHEDULE B EXCEPTIONS FROM COVERAGE 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: PART I All matters set forth in paragraphs 1 through 6 inclusive on the cover of this policy under the caption Part I of Schedule B. PART II 1. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the fiscal year 2011-2012. 2. The herein described property lies within the boundaries of a Mello-Roos Community Facilities District("CFD"), as follows: CFD No.: 2005-1 For: Library Services Disclosed By: Notice of Special Tax Lien Recorded: June 24, 2005, Instrument No. 18438576, 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. 3. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (Commencing with Section 75) of the Revenue and Taxation code of the State of California. 4. Rights of the public as to any portion of the land lying within the area commonly known as W. Rincon Avenue and South Winchester Boulevard. S. Any loss which may result in the event that the property herein described is affected by any toxic substance, whatsoever, or any lien or action for the removal of such. 6. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a document. Granted to: Santa Clara Valley Water Company Purpose: water purposes Recorded: October 12, 1904, Book 283, Page 233, of Deeds Affects: as described in the document herein referred to DUPLICATE ORIGINAL 3 CLTA Standard Coverage Policy-1990(4/11/10) SCHEDULE B—PART II (continued) Policy No. CAFNT0943-0943-0001 i,020283-17NTIC-2011-01-0 • 7. Matters contained in thatcertain document entitled"Agreement"dated February 2, 1951,executed by and between County of Santa Clara and Richfield Oil Corporation recorded February 14, 1951, Instrument No. 697864, Book 2152, Page 377, of Official Records, which document, among other things, contains or provides for: Terms and conditions as contained therein. Reference is hereby made to said document for full particulars. 8. Matters contained in that certain document entitled"Street Improvement Agreement"dated June 19, 2007, executed by Lexor Investments Inc., a California corporation and the City of Campbell, a municipal corporation recorded July 20,2007,Instrument No. 19521080,of Official Records,which document,among other things,contains or provides for:Terms and conditions as contained therein Reference is hereby made to said document for full particulars. 9. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a document. Granted to: the City of Campbell, a municipal corporation Purpose: right of way Recorded: July 20, 2007, Instrument No. 19521081, of Official Records Affects: that portion of said land as described therein END OF SCHEDULE B DUPLICATE ORIGINAL 4 CLTA Standard Coverage Policy-1990 wiino) O F F I C E O F C O U N T Y A S S E S S O R S A N T A C L A R A COUNTY. C A L I F O R N 1 A _ PAGE Z 305 33 W Lal 31CLAWRENCE E.STONE-ASSESSOR al) Codo*d m*for mmsanmt wWw mix Q Cam ied under R.k T.Code,See 327. TR. NQ 7098 U) E7ecthe M Y"20RE^20M ----`R—W.— RINCON TR.N'6281 _ Ra 370/596 -RO,S, 173/36 - Tmmr U..1 1334.664 /T-lose 4 P..M.412-M•23 raBe4 AVENUE - L90 /To /64-..._ /so _ too I PM -66 S ,u o e P.M.815-M-36 I 1+0 31 ' I c840��MflI a ` 90 7 67 80 ;g 9087160 9P0C.pL6 A • 45-YaIIII' PIQ . 5-' 14 $ of J0 f00RR TEO Q & 29 1 r 386a1 m 7 v m 54 Pi��c.i 21PCL. 20 d O O o D.74 AGo. 55 5d _i c r M 83 r °0 6n� i�'97-; 96 " 21 a n ml 73 71 85 m NIQ 9 µ 82 MISSION z76274 ._ WAY .9 92" 77 105 412 4 1M 23 v 1.23 AC.NET 24 'TTr-n Z. 140 7 I I I I I I 53 I 62 I 61 I 60 1 59 I 58 I 57 I 1 1 I I 1 152 Olw IB I 17 i Ifi 15 i 14 65 i fi4 I I i I i I i 56 I 55 I 54 I 53 i 52 I 51 1 gD cal I I I I I I I I I I I o 45i i I I I j1 I - jI 3I jI I I I I I 27 I 26I 52 i i I -o 49 aeC', v vi ' 70.79 1 72 I 72 I 2 1 1.90 s9.47 I 62 1 62 I 62 62 62 62 I 62 64 Go 1 62 I 62 I 62 1 62 IT5 261 247 pJJ EPI I 2o7 /97 18.7 173 /6/ /49 137 /25 /l3 99 39 77 BS 56 4/ li TRACT N° 295 TRACT N1179 LANE —�I- CHERRY EL RANCHO CALSFORNIA TRACT E.R. KENNEDY SUBD-UN- N°2 Z30 1 pps /9S 194 174 /62 ISO ATo /26 //4 too So TB 66 16 126.91 59.40 62 I 62 62 I 62 t 62 I 62 i 64 60 I G2 62 62 62 1 62 II I 1I III IjI 1II II jII 1I III 1III IIII III Ii 9. I$S 2 48 14891 �46 47 49 NO I 51 52 53 54 I 55 57 8 59Ld - _--_ ISO (f 079 12 47 98 t _ a32 35 34 35 $6 37 36 I 39 40 41 42 43 44 45476 ---_-- 150� 22 75 7% CL A Z7 f01 ' z� ni PCL B PCL A _ 11- I I I i I m 0.222 11 Ac ^i I Z �N ---,a-AT-- Z6 m� 75 74 I 73 i 72 70 I 69 68 sl 67 m~ p412�(loazs 102 �; Al `3 I PCL A 10.233 Ac a 1 U �g 77 100 I I I I I I I o 1� = 10D/ I OJ 129.96 7$,6631.79 15 7i 75 75 I ,5 76 75 - 5>,gs I 11 41.33 6183 LEI 1 S f7 /11 This is not a survey o the land and is inserted °� —._. TRACT N° 491 _. °39a 1+ S R ¢ f —CATALPA— -0-o-.....— �_ , 12 as amaaerofinfwmn u611ly,andw P.M. 389-M-1 hileth9 E.R. KENNEDY SUBD-UNIT N° 3 -� !� r�LANE— —F� same isco»rpiledfrominfonnadonwebelieve ` 162.73 fit•6 ' to be correcS no liability is assumed by 34 i `FR kF h'ACT N°5 L �tiy°.�LLA-15305355 Fi&Z?by National Title Group as to the NNEDY S, N, P.M. B17-M-1 correctness of said information. 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 to (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 notice of the exercise thereof Ora 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 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. CONDITIONS AND STIPULATIONS 1. DEFINITION OF TERMS which a right of access to and from the land is insured by this (i) the amount of insurance stated in Schedule A; The following terms when used in this policy mean: policy. (ii) the amount of the principal of the indebtedness (a) "insured": the insured named in Schedule A, and, (g) "mortgage";mortgage,deed of trust,trust deed,or secured by the insured mortgage as of Date of Policy,interest subject to any rights or defenses the Company would have had other security instrument. thereon,expenses of foreclosure,amounts advanced pursuant against the named insured,those who succeed to the interest of (h) "public records": records established under state to the insured mortgage to assure compliance with laws or to the named insured by operation of law as distinguished from statutes at Date of Policy for the purpose of imparting protect the lien of the insured mortgage prior to the time of purchase including, but not limited to, heirs, distributes, constructive notice of matters relating to real property to acquisition of the estate or interest in the land and secured devisees,survivors,personal representatives,next of kin,or purchasers for value and without knowledge, thereby and reasonable amounts expended to prevent corporate or fiduciary successors. The term "insured" also (i) "unmarketability of the title":an alleged or apparent deterioration of improvements,but reduced by the amount of all includes matter affecting the title to the land,not excluded or excepted payments made;or (i) the owner of the indebtedness secured by the from coverage,which would entitle a purchaser of the estate or (iii)the amount paid by any governmental agency or insured mortgage and each successor in ownership of the interest described in Schedule A or the insured mortgage to be governmental instrumentality,if the agency or instrumentality is indebtedness except a successor who is an obligor under the released from the obligation to purchase.by virtue of a the insured claimant,in the acquisition of the estate or interest provisions of Section 12(c) of these Conditions and contractual condition requiring the delivery of marketable title. in satisfaction of its insurance contract or guaranty. Stipulations(reserving,however,all rights and defenses as to 2. CONTINUATION OF INSURANCE 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED any successor that the Company would have had against any (a) After Acquisition of Title by Insured Lender.If CLAIMANT predecessor insured, unless the successor acquired the this policy insures the owner of the indebtedness secured by the An insured shall notify the Company promptly in writing indebtedness as a purchaser for value without knowledge of the insured mortgage,the coverage of this policy shall continue in (i)in case of any litigation as set forth in 4(a)below,(ii)in case asserted defect, lien, encumbrance, adverse claim or other force as of Date of Policy in favor of(i)such insured lender knowledge shall come to an insured hereunder of any claim of matter insured against by this policy as affecting title to the who acquires all of any part of the estate or interest in the land tide or interest which is adverse to the title to the estate or estate or interest in the land); by foreclosures, trustee's sale, conveyance in lieu of interest or the lien of the insured mortgage,as insured,and (ii) any governmental agency or governmental foreclosure,or other legal manner which discharges the lien of which might cause loss or damage for which the Company may instrumentality which is an insurer or guarantor under an the insured mortgage;(ii)atransferee of the estate or interest so be liable by virtue of this policy,or(iii)if title to the estate or insurance contract or guaranty insuring or guaranteeing the. acquired from an insured corporation,provided the transferee is interest or the lien of the insured mortgage, as insured, is indebtedness secured by the insured mortgage, or any part the parent or wholly-owned subsidiary of the insured rejected as unmarketable.If prompt notice shall not be given to thereof,whether named as an insured herein or not; corporation,and their corporate successors by operation of law the Company, then as to that insured all liability of the (iii)the parties designated in Section 2(a)of these and not by purchase, subject to any rights or defenses the Company shall terminate with regard to the matter or matters Conditions and Stipulations. Company may have against any predecessor insureds; and for which prompt notice is required;provided,however,that (b) "insured claimant": an insured claiming loss or (iii)any governmental agency or governmental instrumentality failure to notify the Company shall in no case prejudice the damage. which acquires all or any part of the estate or interest pursuant rights ofany insured under this policy unless the Company shall (c) "insured lender":the owner of an insured mortgage. to a contract of insurance or guaranty insuring or guaranteeing be prejudiced by the failure and then only to the extent of the (d) "insured mortgage": a mortgage shown in the indebtedness secured by the insured mortgage. prejudice. ScheduleB,the owner of which is named as an insured in (b) After Conveyance of Title by an Insured. The 4. DEFENSE AND PROSECUTION OF ACTIONS; Schedule A. coverage of this policy shall continue in force as of Date of DUTY OF INSURED CLAIMANT TO COOPERATE (c) "knowledge" or "known": actual knowledge, not Policy in favor of an insured only so long as the insured retains (a) Upon written request by an insured and subject to the constructive knowledge or notice which may be imputed to an an estate or interest in the land, or holds an indebtedness options contained in Section 6 of these Conditions and insured by reason of the public records as defined in this policy secured by a purchase money mortgage given by a purchaser Stipulations, the Company, at its own cost and without or any other records which impart constructive notice of from the insured, or only so long as the insured shall have unreasonable delay, shall provide for the defense of such matters affecting the land. liability by reason ofcovenantsorwarranty made by the insured insured in litigation in which any third party asserts a claim (f) "land": the land described, or referred to in in any transfer or conveyance of the estate or interest.This adverse to the title or interest as insured,but only as to those Schedule A,and improvements affixed thereto which by law policy shall not continue in force in favor of any purchaser from stated causes of action alleging a defect,lien or encumbrance constitute real property.The term"land"does not include any an insured of either(i)an estate or interest in the land,or(ii)an or other matter insured against by this policy.The Company property beyond the lines of the area described or referred to in indebtedness secured by a purchase money mortgage given to shall have the right to select counsel of its choice(subject to the Schedule A,nor any right,title,interest,estate or easement in an insured. right of such insured to object for reasonable cause) to abutting streets, roads, avenues, alleys, lanes, ways or (c) Amount of Insurance. The amount of insurance represent the insured as to those stated causes of action and waterways,but nothing herein shall modify or limitthe extentto after the acquisition or after the conveyance by an insured shall not be liable for and will not pay the fees of any other lender shall in neither event exceed the least of: counsel.The Company will not pay any fees,costs or expenses CLTA Standard Coverage Policy-1990(4111/10) incurred by an insured in the defense of those causes of action a) To Pay or Tender Payment of the Amount of ae Company will pay only those costs,attorneys' which allege matters not insured against by this policy. Insurance or to Purchase the Indebtedness. fees :' crises incurred in accordance with Section 4 of (b) The Company shall have the right,at its own cost,to (i) to pay or tender payment of the amount of these Conditions and Stipulations. institute and prosecute any action or proceeding or to do any insurance under this policy together with any costs,attorneys' S. LIMITATION OF LIABILITY other act which in its opinion may be necessary or desirable to fees and expenses incurred by the insured claimant,which were (a) If the Company establishes the title,or removes the establish the title to the estate or interest or the lien of the authorized by the Company,up to the time of payment or tender alleged defect,lien or encumbrance,or cures the lack of a right insured mortgage,as insured,or to prevent or reduce loss or of payment and which the Company is obligated to pay;or of access to or from the land, or cures the claim of damage to an insured.The Company may take any appropriate (ii) in case loss or damage is claimed under this unmarketability of title,or otherwise establishes the lien of the action under the terms of this policy,whether or not it shall be policy by the owner of the indebtedness secured by the insured insured mortgage, all as insured, in a reasonably diligent liable hereunder, and shall not thereby concede liability or mortgage,to purchase the indebtedness secured by the insured manner by any method,including litigation and the completion waive any provision of this policy. If the Company shall mortgage for the amount owing thereon together with any costs, of any appeals there from, it shall have fully performed its exercise its rights under this paragraph,it shall do so diligently, attorneys'fees and expenses incurred by the insured claimant obligations with respect to that matter and shall not be liable for (c) Whenever the Company shall have brought an action which were authorized by the Company up to the time of any loss or damage caused thereby, or interposed a defense as required or pernitted by the purchase and which the Company is obligated to pay. (b) In the event of any litigation,including litigation by provisions of this policy, the Company may pursue any If the Company offers to purchase the indebtedness as the Company or with the Company's consent,the Company litigation to Enal determination by a court of competent herein provided,the owner of the indebtedness shall transfer, shall have no liability for loss or damage until there has been a jurisdiction and expressly reserves the right, in its sole assign,and convey the indebtedness and the insured mortgage, final determination by a court of competent jurisdiction,and discretion,to appeal from any adverse judgment or order, together with any collateral security,to the Company upon disposition of all appeals there from,adverse to the title,or,if (d) In all cases where this policy permits or requires the payment therefore. applicable,to the lien of the insured mortgage,as insured. Company to prosecute or provide for the defense of any action Upon the exercise by the Company of the option provided (c) The Company shall not be liable for loss or damage or proceeding,an insured shall secure to the Company the right for in paragraph a(i),all liability and obligations to the insured to any insured forliability voluntarily assumed by the insured in to so prosecute or provide defense in the action or proceeding, under this policy,other than to make the payment required in settling any claim or suit without the prior written consent of the and all appeals therein,and permit the Company to use,at its that paragraph, shall terminate, including any liability or Company, option,the name of such insured for this purpose.Whenever obligation to defend,prosecute,or continue any litigation,and A The Company shall not be liable to an insured lender requested by the Company, an insured, at the Company's the policy shall be surrendered to the Company for cancellation. for.(i)any indebtedness created subsequent to Date of Policy expense,shall give the Company all reasonable aid(i)in any Upon the exercise by the Company of the option provided except for advances made to protect the lien of the insured action or proceeding,securing evidence,obtaining witnesses, for in paragraph a(ii)the Company's obligation to an insured mortgage and secured thereby and reasonable amounts prosecuting or defending the action or proceeding,or effecting Lender under this policy for the claimed loss or damage,other expended to prevent deterioration of improvements; or settlement,and(ii)in any other lawful act which in the opinion than the payment required to be made, shall terminate, (ii)construction loan advances made subsequent to Date of of the Company may be necessary or desirable to establish the including any liability or obligation to defend,prosecute or Policy,except construction loan advances made subsequent to title to the estate or interest or the lien of the insured mortgage, continue any litigation. Date of Policy for the purpose of financing in whole or in part as insured.If the Company is prejudiced by the failure of an (b) To Pay or Otherwise Settle With Parties Other the construction of an improvement to the land which at Date insured to furnish the required cooperation, the Company's than the Insured or With the Insured Claimant. of Policy were secured by the insured mortgage and which the obligations to such insured under the policy shall terminate, (i) to pay or otherwise settle with other parties for insured was and continued to be.obligated to advance at and including any liability or obligation to defend,prosecute,or or in the name of an insured claimant any claim insured against after Date of Policy. continue any litigation,with regard to the matter or matters under this policy,together with any costs,attorneys fees and 9. REDUCTION OF INSURANCE;REDUCTION OR requiring such cooperation. expenses incurred by the insured claimant which were TERMINATION OF LIABILITY S. PROOF OF LOSS OR DAMAGE authorized by the Company up to the time of payment and (a) All payments under this policy, except payments In addition to and after the notices required under which the Company is obligated to pay;or made for costs,attorneys'fees and expenses,shall reduce the Section 3 of these Conditions and Stipulations have been (ii) to pay or otherwise settle with the insured amount of insurance pro tanto. However,as to an insured provided the Company,a proof of loss or damage signed and claimant the loss or damage provided for under this policy, lender,any payments made prior to the acquisition of title to the swom to by each insured claimant shall be furnished to the together with any costs,attorneys'fees and expenses incurred estate or interest as provided in Section 2(a) of these Company within 90 days after the insured claimant shall by the insured claimant which were authorized by the Company Conditions and Stipulations shall not reduce pro tanto the ascertain the facts giving rise to the loss or damage.The proof up to the time of payment and which the Company is obligated amount of insurance afforded under this policy as to any such of loss or damage shall describe the defect in, or lien or to pay. insured, except to the extent that the payments reduce the encumbrance on the title,or other matter insured against by this Upon the exercise by the Company of either of the options amount of the indebtedness secured by the insured mortgage. policy which constitutes the basis of loss or damage and shall provided for in paragraphs b(i) or b(it), the Company's (b) Payment in part by any person of the principal of the state,to the extent possible,the basis of calculating the amount obligations to the insured under this policy for the claimed loss indebtedness,or any other obligation secured by the insured of the loss or damage.If the Company is prejudiced by the or damage,other than the payments required to be made,shall mortgage,or any voluntary partial satisfaction or release of the failure of an insured claimant to provide the required proof of terminate, including any liability or obligation to defend, insured mortgage,to the extent of the payment,satisfaction or loss or damage,the Company's obligations to such insured prosecute or continue any litigation. release,shall reduce the amount of insurance pro tanto.The under the policy shall terminate, including any liability or 7. DETERMINATION AND EXTENT OF LIABILITY amount of insurance may thereafter be increased by accruing obligation to defend,prosecute,or continue any litigation,with This policy is a contract of indemnity against actual interest and advances made to protect the lien of the insured regard to the matter or matters requiring such proof of loss or monetary loss or damage sustained or incurred by the insured mortgage and secured thereby,with interest thereon,provided damage. claimant who has suffered loss or damage by reason of matters in no event shall the amount of insurance be greater than the In addition, an insured claimant may reasonably be insured against by this policy and only to the extent herein Amount of Insurance stated in Schedule A. required to submit to examination under oath by any authorized described. (c) Payment in full by any person or the voluntary representative of the Company and shall produce for (a) The liability of the Company under this policy to an satisfaction or release of the insured mortgage shall terminate examination,inspection and copying,at such reasonable times insured lender shall not exceed the least of: all liability of the Company to an insured lender except as and places as may be designated by any authorized (i) the Amount of Insurance stated in Schedule A, provided in Section 2(a)of these Conditions and Stipulations. representative of the Company,all records,books,ledgers, or, if applicable, the amount of insurance as defined in 10. LIABILITY NONCUMULATIVE checks, correspondence and memoranda, whether bearing a Section 2(e)of these Conditions and Stipulations; It is expressly understood that the amount of insurance date before or after Date ofPolicy,which reasonably pertain to (ii) the amount of the unpaid principal indebtedness under this policy shall be reduced by any amount the Company the loss or damage.Further,if requested by any authorized secured by the insured mortgage as limited or provided under may pay under any policy insuring a mortgage to which representative of the Company,the insured claimant shall grant Section 8 of these Conditions and Stipulations or as reduced exception is taken in Schedule B or to which the insured has its pennission,in writing,for any authorized representative of under Section 9 of these Conditions and Stipulations,at the agreed, assumed, or taken subject, or which is hereafter the Company to examine,inspect and copy all records,books, time the loss or damage insured against by this policy occurs, executed by an insured and which is a charge or lien on the ledgers,checks,correspondence and memoranda in the custody together with interest thereon;or estate or interest described or referred to in Schedule A,and the or control of a third party,which reasonably pertain to the loss (iii)the difference between the value of the insured amount so paid shall be deemed a payment under this policy to or damage.All information designated as confidential by an estate or interest as insured and the value of the insured estate the insured owner. insured claimant provided to the Company pursuant to this or interest subject to the defect,lien or encumbrance insured The provisions ofthis Section shall not apply to an insured Section shall not be disclosed to others unless,in the reasonable against by this policy. lender, unless such insured acquires title to said estate or judgment of the Company,it is necessary in the administration (b) In the event the insured lender has acquired the estate interest in satisfaction of the indebtedness secured by.an of the claim. Failure of an insured claimant to submit for or interest in the manner described in Section 2(a)of these insured mortgage. examination under oath,produce other reasonably requested Conditions and Stipulations or has conveyed the title,then the It. PAYMENT OF LOSS information or grant permission to secure reasonably necessary liability of the Company shall continue as set forth in (a) No payment shall be made without producing this information from third parties as required in this paragraph, Section 7(a)of these Conditions and Stipulations. policy for endorsement of the payment unless the policy has unless prohibited by law or governmental regulation, shall (c) The liability of the Company under this policy to an been lost or destroyed, in which case proof of loss or terminate any liability of the Company under this policy as to insured owner of the estate or interest in the land described in destruction shall be furnished to the satisfaction of the that insured for that claim. Schedule A shall not exceed the least of: Company. 6. OPTIONS TO PAY OR OTHERWISE SETTLE (i) the Amount of the Insurance stated in (b) When liability and the extent of loss or damage has CLAIMS;TERMINATION OF LIABILITY Schedule A;or, been definitely fixed in accordance with these Conditions and In case of a claim under this policy,the Company shall (4) the difference between the value of the insured Stipulations,the loss or damage shall be payable within 30 days have the following additional options: estate or interest as insured and the value of the insured estate thereafter. or interest subject to the defect,lien or encumbrance insured against by this policy. CLTA Standard Coverage Policy-1990(4/11/10) 12.'SUBROGATION UPON PAYMENT OR 'hen the permitted acts ofthe insured claimant occur and whic Id is located permit a court to award attorneys'fees SETTLEMENT sired has knowledge of any claim of title or interest to a j 4 ig party.Judgment upon the award rendered by the (a) The Company's Right of Subrogation. adverse to the title to the estate or interest or the priority or Arbitrator(s)may be entered in any court having jurisdiction Whenever the Company shall have settled and paid a claim enforceability of the lien of an insured mortgage,as insured,the thereof. under this policy, all right of subrogation shall vest in the Company shall be required to pay only that part of any losses The law ofthe situs ofthe land shall apply to an arbitration Company unaffected by any act of the insured claimant. insured against by this policy which shall exceed the amount,if under the Title Tnsurance Arbitration Rules, The Company shall be subrogated to and be entitled to all any,lost to the Company by reason of the impairment by the A copy of the Rules may be obtained from the Company rights and remedies which the insured claimant would have had insured claimant of the Company's right of subrogation, upon request. against any person or property in respect to the claim had this (c) The Company's Rights Against Non-insured 14. LIABILITY LIMITED TO THIS POLICY;POLICY policy not been issued. If requested by the Company, the Obligors. ENTIRE CONTRACT insured claimant shall transfer to the Company all rights and The Company's right of subrogation against non-insured (a) This policy together with all endorsements,if any, remedies against any person or property necessary in order to obligors shall exist and shall include,without limitation,the attached hereto by the Company is the entire policy and perfect this right of subrogation.The insured claimant shall rights of the insured to indemnities,guaranties,other policies contract between the insured and the Company.in interpreting permit the Company to sue,compromise or settle in the name of insurance or bonds,notwithstanding any terms or conditions any provision of this policy,this policy shall be construed as a of the insured claimant and to use the name of the insured contained in those instruments which provide for subrogation whole. claimant in any transaction or litigation involving these rights rights by reason of this policy. (b) Any claim ofloss or damage,whether or not based on or remedies. The Company's right of subrogation shall not be avoided negligence,and which arises out of the status of the lien of the If a payment on account of a claim does not fully cover the by acquisition of an insured mortgage by an obligor(except an insured mortgage or of the title to the estate or interest covered loss of the insured claimant,the Company shall be subrogated obligor described in Section I(a)(ii)of these Conditions and hereby or by any action asserting such claim,shall be restricted (i)as to an insured owner,to all rights and remedies in the Stipulations)who acquires the insured mortgage as a result of to this policy. proportion which the Company's payment bears to the whole an indemnity,guarantee,other policy of insurance,or bond and (c) No amendment of or endorsement to this policy can amount of the loss;and(ii)as to an insured lender,to all rights the obligor will not bean insured under this policy, be made except by a writing endorsed hereon or attached hereto and remedies of the insured claimant after the insured claimant notwithstanding Section 1(a)(i) of these Conditions and signed by either the President,a Vice President,the Secretary, shall have recovered its principal, interest, and costs of Stipulations. and Assistant Secretary, or validating officer or authorized collection. 13. ARBITRATION signatory of the Company, if loss should result from any act of the insured claimant, Unless prohibited by applicable law,either the Company 15. SEVERABILITY as stated above,that act shall not void this policy,but the or the insured may demand arbitration pursuant to the Title In die event any provia;ion of the policy is held invalid or Company,in that event,shall be required to pay only that part Insurance Arbitration Rules of the American Arbitration unenforceable under applicable law,the policy shall be deemed of any losses insured against by this policy which shall exceed Association.Arbitrable matters may include,but are not limited not to include that provision and all other provisions shall the amount, if any, lost to the Company by reason of the to, any controversy or claim between the Company and the remain in full force and effect. impairment by the insured claimant of the Company's right of insured arising out of or relating to this policy,any service of 16. NOTICES,WHERE SENT subrogation. the Company in connection with its issuance or the breach of a All notices required to be given the Company and any (b) The Insured's Rights and Limitations. policy provision or other obligation.All arbitrable matters when statement in writing required to be furnished the Company shall Notwithstanding the foregoing, the owner of the the Amount of Insurance is $1,000,000 or less shall be include the number of this policy and shall be addressed to the indebtedness secured by an insured mortgage,provided the arbitrated at the option of either the Company or the insured. Company at: priority of the lien of the insured mortgage or its enforceability All arbitrable matters when the Amount of Insurance is in is not affected,may release or substitute the personal liability excess of$I,000,000 shall be arbitrated onlywhen agreed to by Fidelity National Title Insurance Company of any debtor or guarantor,or extend or otherwise modify the both the Company and the insured.Arbitration pursuant to this P.O.Box 45023 terms of payment,or release a portion of the estate or interest policy and under the Rules in effect on the date the demand for Jacksonville, I,32232-5023 from the lien of the insured mortgage,or release any collateral arbitration is made or,at the option of the insured,the Rules in Attn: Claims Department security for the indebtedness. effect at Date of Policy shall be binding upon the parties.The award may include attorneys'fees only ifthe laws of the state in SCHEDULE B EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage(and the Company will not pay costs,attomeys'fees or expenses)which arise by reason of: PARTI l. 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,which are not shown by the public records. 4. Discrepancies,conflicts in boundary lines,shortage in area,encroachments, or any other facts which a correct survey would disclose,and which are not shown by the public records. 5. (a)'Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof,(c)water rights,claims or title to water,whether or not the matters excepted under(a),(b)or(c)are shown by the public records. 6. Any lien or right to a lien for services,labor or material not shown by the public records. CLTA Standard Coverage Policy-1990(4/11/10) °` CAA. DEVELOPMENT REVIEW COMMITTEE r ROUTING SHEET o ,�- o V;� DEVELOPMENT APPLICATION r�"V 11 A„" Distribution: December 19, 2011 Presentation: December 20, 2011 Completeness Comments: January 10, 2012 Conditions: January 17, 2012 ROUTE TO: X Building Division Police Department X Fire Department Redevelopment Agency WW -pa—u 16—pit roen�t>_Etfggne�er X Traffic Engineer PROJECT DESCRIPTION: Planned Development and Tree Removal Permit to demolish an existing commercial building (A & W) in order to construct a new 5,488 square foot one-story commercial center on a 17,194 sq. ft. property. File No.: PLN2011-318 APN: 305-33-100 Applicant: Kenneth Rodrigues, AIA Property Owner: 2145 S. Winchester LLC— Scott Plautz Project Address: 2145 S. Winchester Blvd. Zoning District: Planned Development (PD) General Plan Designation: Central Commercial PROJECT PLANNER: Paul Kermoyan 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) Section 1 I I I I P opeFty Proposed Line Pedestal Face of —TI I C'I Building I � I j I I � Vc`-ii s L`o 5' 0 1 2 3 1"=3' 2145 Winchester Blvd. Proposed cross Section at Service Pedestal v pf'CAAy Doris C. Quai Hoi A�� Assistant Engineer v City of Campbell 0 0 70 North First Street Campbell, CA 95008 Phone: (408)866-2157 Fax: (408) 376-0958 E-Mail: dorisgh@cityofcampbell.coni Transmittal To: Cyrus Kianpour Date: April 30, 2012 Company: CSG Consultants Address: 1700 S. Amphlett Blvd., 3`d Floor San Mateo, CA 94402 Re: 1200 Steinway Avenue — Street Dedication ❑ Urgent Q For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Enclosure: 1. Plat and Legal Description, 2 copies 2. Grant deed, 1 copy 3. Closure Calcs, 1 copy 4. Referenced documents, 1 copy 5. Site Plan, 1 copy • Comments: Cyrus, please review and comment on the proposed right of way dedication. Please contact me if you have any questions or comments. Thank you. cc. File (LD) Ed Arango, Associate Engineer City of Campbell JADodsQH\Land Development Work\Projects-Land Development\Bascom S 1860\Transmittal CSG-Dedication.DOC 9-2 d s�rOVAd s hjj"wi C1G•�--(' 'V7 �V� i 1 'o� Section 2 i Proposed 1e Face of Cabinet Building " } 1 Varies 3' to ; — 5.5' 0 1 2 3 2145 Winchester Blvd . Proposed Cross Section Approaching Traffic Control Cabinet Section 3 Traffic Signal Pole I i Pro pert�, Proposeds� e Face of Cabinet Building � '• ' i i 51 I I — Vairies 3' to 5' I 0 1 2 3 1"=3' 2145 Winchester Blvd . Proposed Cross Section at Traffic Control Cabinet • T.MAImISSY CONSULTING,INC. Geotechnical Consultants Project No..E244 November 2,2012 Mr. Scott Plautz 2135 S.Winchester Boulevard Campbell, CA 95.008 Subject: Proposed Winchester Commercial Building 2135 &2145 S. Winchester.Boulevard Campbell, CA UPDATED 2010 CBC SEISNIIC CRITERIA Reference: Geotechnical Investigation By:Terrasearch Inc. Dated:30 June,2006 Dear Mr. Plautz, At your request, and in accordance with your authorization, TMakdissy Consulting, Inc., reviewed the referenced report, and made a site reconnaissance of the proppsed development 1 site for the purpose of updating the report to the current-standard of care a:�d the current 2010 CBC Building code. Previous Work Terrasearch Inc.,performed a geotechnical investigation for the subject site in 2006 (reference ). The investigation included a total of 3 exploratory borings throughout the site extending to 19 feet below the surface where refusal was encountered along with a cave in of the subsurface gravelly material.. . The report included recommendations for site demolition, clearance, grading, and foundation design. 23.Las Colinas.Lane,Suite 106 San Jose,CA 95119 Phone:(408)227-8595 1 Fax:(408)227-1672 Project E 24471. 2135.&2145 S.Winchester Boulevard,Campbell;Calfomia . 2 November 2012 Site Conditions Based on the,information contained in the referenced report, the site is underlain by medium. dense to dense alternating layers of clayey silty sands and gravel with increasing:gravel at depth. No ground water was encountered-in any of the borings Seismic Design Criteria The.2010 California Building Code (CBC) Chapter 16,Division IV Earthquake Design requires that structures be designed for lateral forces using certain earthquake design criteria. Using the method' presented in Chapter 1.6 of the 2010 CBC and the USGS ground motion parameter calculator, a summary of the seismic design parameters for use in calculating lateral forces is as follows; Seismic Criteria 2010"CBC Latitude: 37.2846°N 2010 CBC Factor/Coeff cient/" Value Longitude: -121.9500°.W Table/Fi re/E nation Type Short-Period MCE at 0.2s Figure 1613.5(3) Ss I i876 1.0s Period MCE Figure 1613.5(4) S1 0.651 Site Class Table 1613.5.2 D Site Coefficient. Table 1613.5.3(1) Fa. 1.00.0 Site Coeficient Table.1613.5.3(2) F, 1.500 Adjusted MCE Spectral Equation 16-37 SMs 1.876 Response Parameters Equation 16-38 SM1. -0..976 Design Spectral Equation 1&39 SDs 1.251 Acceleration Parameters Equation 16-40. SDI 0.651 Seismic Design Category Table 1613.5.6(1) Occupancy I to IV D Seismic Design Category Table 1613,5.6(2) Occupancy I to IV D Surface Drainage All finish grades should provide a positive gradient to an adequate discharge point in order to provide.rapid removal of surface water runoff away.from all foundations. No ponding of water . should be allowed on the pad or adjacent to the foundations. Surface drainage must be provided as designed by the project Civil Engineer and maintained by the propertyowners at all times. T.'Wdissy Consulting, Inc.:;. 2 Project E 244-1 2135&2145 S.Winchester Boulevard,Campbell,Calfornia 2 November 2012 The surface drainage should be designed such that.surface flow is to a controlled discharge system. Liberal lot slopes and drainage must be provided by the project Civil Engineer to remove all storm water from the pad and to minimize storm and/or irrigation water from seeping beneath the structures. Should surface water be allowed to seep under the structures, foundation movement resulting in structural cracking and damage will occur. Finished grades around the perimeter of all structures should be compacted and should be sloped at a minimum 2%gradient away from the exterior foundation. Surface drainage requirements constructed by the builder should,be maintained during landscaping. In particular, the creation of planter areas confined on all sides by concrete walkways or decks and the building foundation is not desirable as any surface water due to rain or irrigation becomes trapped in the planter area with no outlet. If such a landscape feature is necessary, a sufficient number of surface area drains must be installed in the planter area. Continuous roof gutters are recommended. Downspouts from.the gutters should be connected to closed pipe conduits to carry storm water away from the structures and graded areas and, thus, reduce the possibility of soil saturation adjacent to the foundations. According to recent state requirements,however,roof downspouts and surface water are directed to landscape areas where possible, to filter the roof and storm water before it enters the storm drain system. From a geotechnical and maintenance point of view it is undesirable to discharge water into landscape areas near foundations, as these areas generally are not maintained well enough to prevent water ponding. Persistent water ponding adjacent or against the slab foundations may cause the foundation subgrade to loose strength, may cause foundation movement, and may cause dampness or excessive vapor transmission effects through the slab which may affect certain floor coverings. If such drainage must be implemented we recommend that positive drainage away from the foundation is always maintained by the property owners. Area drains located close to the foundations to discharge potential water ponding in low graded areas must be maintained to allow easy flow of water to the drains. Please note that the evaluation of moisture protection of floors is beyond our area of expertise and should be directed to an expert in this field. T. Makdissy Consulting, Inc. 3 Project E 244-1 2135&2145 S.Winchester Boulevard,Campbell,Calfornia 2 November 2012 Flower beds or planters are not preferred adjacent to the foundations because of the possibility of irrigation water affecting the foundations. Should planters be constructed, foliage requiring little irrigation should be planted. It is preferred that irrigation adjacent to.the building foundations consist of a drip system. Sprinkler systems may be used, however, it is preferred that sprinkler heads do not water closer than 3 feet from the building foundations. If sprinklers are used within 3 feet, then excessive watering should not be allowed; and good surface drainage in the planter area must be provided. In any case, it is recommended that area surface drains be incorporated into the landscaping to discharge any excessive irrigation or rainwater that may accumulate in the planter area. These surface drains must be constructed such that the surface of the drain is lower than the surrounding grade so that easy flow of surface water runoff is allowed into the drip inlets. Ground cover and vegetation should be maintained to allow easy flow of water to drains. All other recommendations of the referenced report are still applicable. It should be noted that TMakdissy Consulting, Inc., has been retained as the Geotechnical Engineer of Record, and should review the final plans for conformance with the recommendations in this report. Should you have any questions or require additional information, please contact our office at your convenience. Very truly yours, TMakdissy Consulting,Inc. Q�pFESSIp�� tP, LU C.54 48 Nu Geor akdiss Y,P.E., * EXP. 1 Principal Engineer s�� FCALFo��\� T. Makdissy Consulting, Inc. 4 GEOTECIINICAL INVESTIGATION on PROPOSED RESIDENTIAL DEVELOPMENT Southwest Corner of Rincon Avenue and Winchester Boulevard Campbell,California for LEXOR BUILDERS By TERRASEARCIH,inc.. Project No. 11117.G 30 June 2006 {i�•'.ra.U`.;(>a'�•'ys'".`'1',i ;.y�i;�i•'i'�•,�i:'Ti.'+"•'bas•;�'c�,'"i:'G�;"�'%'.r: //::;ire' -- ' ,. _4:'1? ✓,•�;j�!•,r1r�,.q 4i ni,,,: .S+S .}ar,VWr<.e...[:' 'F;{..;..1;'t„t't'. : ..........a.�l.,..i�r.�,_v.(1.Enka,.,•..?',��f,��(..3�'rf).�nb�:tix.�-•A^:;n�,a7i�'=.hk•:�......'�,`i;:...� ..: .. ... .. Project No. 11117.G 30 June 2066 Mr.Zachary Goldberg Lexor Builders 15585 Los Gatos Boulevard Los Gatos,CA 95032 Subject: Proposed I-Story Retail Building Southwest Corner of Rincon Avenue and Winchester Boulevard Campbell,California GEOTECMICAL HIVESTIGATION Dear Mr.Goldberg: In accordance with your authorization, TERRASEARCH, ina, has investigated . the geotechnical conditions at the subject site located.in Campbell,California. The accompanying report presents our conclusions and recommendations based on .our investigation. Our findings indicate that construction of the proposed development is feasible on the site,.from a geotechnical standpoint,provided the recommendations of this report are carefully followed and are incorporated into the project plans and specifications. Should you have any questions relating to the contents of this report or should you require additional information,please do not hesitate to contact_ our office at your convenience. Sincerely, Reviewed By: TERRASEARCH, inc., George Makdissy,P.E. Aziza Tarin Senior Engineer Staff Engineer Copies: 6 to Lexor Builders Project No.11117.G GeotefticeI lnveWaation/Rincon Ave..and Winchester Blvd.,Campbell 30 June 2006 TABLE OF CONTENTS Pane No. . LETTER OF TRANSMITTAL GEOTECHNICAL INVESTIGATION.:............:...........................................................................4 Purpose and Scope.............................................................:..:.::.:..................................... .......4 Proposed Development. ...... . . .................... ........ .. .............. ..4 . SiteLocation and Description.... .................................. ::6......................................................5 . . . Geologic Setting................................................................ ......... ............................5 SubsurfaceConditions..................... ................................... ...... ...................6 .Seismic Considerations................................. ... ..... ........................... .............. .............7 .. UBCEarthquake Design Criteria................................:................................................. ......8 LiquefactionPotential Evaluation......:......................................................................m................9 Settlement ............. ............ ............................... :......... ............... .....9 DISCUSSION,CONCLUSIONS AND RECOMMENDATIONS................................................10 General.........:.....::.... ...:.:.:....:....::..,..::..........::..:.:..., . .. ..... .... 10 Demolition. . ..... ............. ...............: .. . ..... .... ..... ..... ... .......10 Grading.............................................:.....................:.......................................................... .... 11 Surface and Subsurface Drainage...........:................... .........................................................13 Foundations.................... .............................................................:.....................................1 4 Spread Footings......................................................... ........................ ............14 .... ..... .... ..... Interior Slab-on-Grade Construction with spread-footings.............. Exterior Concrete Flatwork Slab-on-Grade Construction....................................:.............16 RetainingWalls and Soundwalls.......................................a...........a........................................16 Friction Pier............ ..........a... ................................. .................17 .. .... .... .... SpreadFootings.....................................................................................................18 Pavement Areas.....................................I............: . Utility Trenches............................................................................................................... .20 .. Project Review and Construction Monitoring..... ...........: . ............ .. . .........20 REFERENCES ...................................................................................................................................22 GUIDELINES FOR REQUIRED.SERVICES............................... LIMITATIONS AND UNIFORMITY OF CONDITIONS...............:......: 25 APPENDIXA.....::..................:................:.........................................:.................:................... ...... 27 Field_ Investigation........... ........ .....a... . .........: .................................... .... : .. . .28 SitePlan,Figure 1..... ..................................................................... .....................29 Logs of Exploratory Borings,Figures 2-4 .............. .... ..30 Legend of Logs of Exploratory ..................................................................... :............: ..33 APPENDIX B.................... ...........................................................:..:....:..... .. ..34 . . .... ..... Laboratory Investigation....................................................................................................35 Summary of Laboratory Test Results................................I......................................:............36 APPENDIXC........::.............................................:....................................................... .........:......37 ` TERWE1 RCH,!na '. Page 3 of 42 Protect No.11117.G Geotechnical Investigation/Rincon Ave.,and Winchester Blvd.,Campbell 30 June 2006 GEOTECHNICAL INVESTIGATION Purpose and Scope The purpose of the investigation for the proposed development located at southwest corner of Rincon Avenue and Winchester Boulevard in Campbell, California,was to determine the surface and subsurface soil conditions at the subject site.. Based on the results of the investigation, criteria were established for the grading of the site, the design of foundations for the proposed development,and the construction of other related facilities on the property. Our investigation included the following: a. Field reconnaissance by the Soil Engineer, b. Evaluating the general geology and seismicity of the site; c.� Drilling and sampling of the subsurface soils; d. Laboratory testing of the samples obtained; e. Analysis of the data and formulation of conclusions and recommendations;and f. . Preparation of this written report. Details of our field and laboratory investigation are presented in Appendices A and B. Proposed Development The proposed project is understood to consist of demolishing an existing restaurant and constructing a single-story retail building approximately 5,488 square feet in size on the eastern portion and parking areas on the western portion of the property. We anticipate that grading will consist of minor cuts and fills to achieve design grades. . v 2'ERRA,SEARCH,Inc Page 4 of 42 -Proiect No.1111%G GeoteAnical Inyestieation!Rincon Ave.,and Winchester Blvd.,Campbell 30 June 2066 Site Location and Deserintion F The proposed L-shaped site approximately 0.39-acre in site consisted of an abandoned restaurant on the southern portion, a small storage (used for trash disposal) on the west side and paved parking areas around the restaurant and on the northern half portion of the property,. The site is bounded to the west by existing residences, to the. south by Mission Way, to-the east by Winchester Boulevard and. to!the north by. Rincon Avenue. A few trees are located in the. landscape areas on-the northeast and northwest sides.of the property. Two light poles are located on the central portion of the site. The site location and description is based on a site reconnaissance by the Soil Engineer and a site plan provided to us by you. Geologic Setting The subject site is located within the Coast Ranges geomorphic province. .The Coast Ranges province consists of.a belt of sedimentary, volcanic, and metamorphic rocks, which extend from. southern California to Oregon. The structural geology of the Coast Ranges is complex and dominated by transpressive stress.(combined transform and compressional) concentrated along faults within the Sari Andreas''Fault system. On the eastern portion of-the San Francisco Bay, bedrock geology consists of sedimentary and metamorphic rocks ranging from Cretaceous through Quaternary periods(up to 144 million years to present). Based on published materials by California Geological Survey (2003) and Helley et at. (1994), the materials underlying the site consist of Holocene alluvial fan levee deposit (Qhl),consisting of a mixture of clay, silt and; sand. Engineering characteristics of the.Qhl deposits are low. liquefaction potential when groundwater is deeper than 30 feet. The Monte Vista Fault is situated approximately 5.1 kilometer .(km) east of the site and is considered an active thrust fault by the Alquist-Priolo(AP) Earthquake Fault Zones Act(1994). The subject site is not located within an AP-Zone,but is located within a Seismic Hazard Zone - III TERRABEARCH,lnc Page S of 42 Pao ect N6.11117 G Geotechnical rnvestieadon/Rincon Ave. and Winchester Blvd Camnhell 30 June 2006 (DMG, 1997). Other faults located within a 50 km radius of the site are shown on Table 1,based . on the EQFAULT computer program by Thomas Blake(2004). Table 1 Earthquake]Fault Zone Data Monte Vista-Shannon Thrust . -5 6.8 San Andreas(1906) Strike-Slip 13 7.9 San Andreas(peninsula) Strike-$lip 13 7.1 Hayward(Total)' Strike-Slip 2D 7.1 Calaveras(Northern) Strike-Slip 20 6.8 Calaveras.(Central) Strike-Slip 21 6.2 . Zayante-Vergeles Thrust 22 .6.8 , San Gregorio Strike-Slip 37 -7.3 Greenville Strike-Slip - 42 6.9 Monterey Bay-Tularcitos Strike-Slip., 44 7.1 Mount Diablo Thrust '50 6.8 Subsurface Conditions The subsurface conditions as encountered in the three(3)borings vary across the site. The three borings were drilled within the site through a 2-inch thick asphalt pavement. Below the pavement,boring B-1 and 13-3,encountered 1 O ffeet of dark brown very soft.to stiff,low plasticity fine-grained sandy clay with.some gravel underlain by 9 feet.of brown loose to dense fine- grained sandy:gravel with some clay to the maximum depth of exploration of 19 feet and drilling was terminated due to cave-in of granular material in B-1 and refusal in B-3. Below the pavement,boring B-2 encountered 2 feet of fine-grained sandy gravel and drilling was terminated due to refusal. Groundwater was not encountered during our drilling,but according to .California Geological Survey Hazard Map for Hayward Quadrangle, the highest historical groundwater was TEMSEARCH,Inc. Page 6 of 42 Proieet No.I I I17.G Geotechnical Investiaadon/Rincen Ave..and Winchester Blvd.,Campbell 30 June 2006 encountered at'about 50 feet below the existing ground surface. However, fluctuations in the groundwater level can occur due to variations in seasonal rainfall and urbanization of the subject property and.surrounding area. A more thorough description and stratification of the soils conditions encountered along with the results of the laboratory tests are presented on the respective,"Logs of Borings"within Appendix A. The approximate locations of the borings are shown on Figure 1,"Site Plan"' Appendix A. Seismic Considerations Damage to structures related to fault movement may be divided into two categories: a) Primary deformation such as displacement of a structure located . directly on a fault and violent ground shaking;and b) Secondary failure such as lurch cracking, landsliding, liquefaction, and differential compaction. Surface faulting or ground rupture tends to occur along lines of previous faulting. Since previously identified fault lines are not within the site or project toward the site,the possibility of surface fault rupture is negligible within the subject property. Ground shaking is a.complex concept related to velocity, amplitude, and duration of earthquake vibrations. Damage from ground shaking is caused by the transmission of earthquake vibrations from the ground to the structure. The most destructive effects of an earthquake are usually seen where the ground is unstable and structures are poorly designed and constructed. Maximum accelerations in rock,and soil are based on the attenuation relationships formulated by Sadigh and Chang (1997) and Bozorgnia.et al. (1999). .FRISKSP computer program by Blake (2004) was used to calculate site-specific probabilistic peak ground accelerations (PGA) for the site. FRISKSP is a computer program for the probabilistic estimation of seismic hazard using.three- dimensional faults as earthquake.sources. ` �` TERRMEUCH,Inc. Page 7 of42 Proiect No.11117-G Geotechnical Investieation/Rincon Ave.,and Winchester Blvd.,Campbell 30 June 2006 Using a 10% probability .of exceedance within 50 years with maximum-horizontal ground acceleration was calculated for the site at 0.49g. This calculation considered all active earthquake fault.zones within a 100-kilometer radius of the site and a return period of 475 years. Since the property is situated on relatively flat land,the site is not susceptible to landsliding. Due to the nature of the subsurface materials and deep groundwater level,the site is not susceptible to liquefaction, differential compaction and/or ground lurching due to the nature of the subsurface materials. Since the subject site is not located near an ocean or lakefront,the secondary hazards of tsunamis or seiches are not probable. However,due to the close proximity of the Monte Vista Fault,violent ground shaking is anticipated at the-subject,site if a strong earthquake occurs along this fault. UBC Earthquake Design Criterira The 1997 Uniform Building Code (UBC) Chapter 16, Division IV Earthquake Design requires that structures be designed using certain.earthquake.design criteria. The criteria are based in part on the seismic zone,'soil profile and the proximity-of the site to active seismic sources (faults). During an carthquake event,stiuclures located very close to active faults can be subjected to near source energy motions that may be damaging to structures,if the effects of these energy motions are not considered in the structural design. The UBC indicates that the types of seismic sources (active faults) that generate near source(N$and Nv) greater than 1.0 are classified as Type A or Type B. The nearest Type A or Type B active fault to the site is the Monte Vista Fault,which is located approximately 5.1 km east.of the subject site and is categorized as a Type B fault. Based on the geotechnical data in the referenced report and the selection of criteria of the 1997 UBC, Chapter 16,Division IV,Earthquake Design,a summary of the earthquake design criteria for use in the design of the proposed structures is as follows: Seismic Zone = 4 Soil Profile Type = Sp Near Source Factor No 1.00 Near Source Factor Nr, = 1.20 Y' " TERWEARCH,Inc. Page 8 of 42 Project No.11117.G Geotechnical Investigation/Rincon Ave..and Winchester Blvd.,Campbell 30 June 2006 Liquefaction Potential Evaluation Liquefaction occurs primarily in.relatively loose,saturated,cohesionless soils. Under earthquake stresses,these soils.become"quick',lose their strength and become incapable of supporting the . weight of the overlying soils or structures. The data used for evaluating liquefaction potential of the subsurface soils consisted of the penetration resistance,the soil gradation,the relative density of the materials, and the groundwater level. Based on the data obtained from this investigation and groundwater level,it is our opinion that the liquefaction potential of the soil materials below the groundwater table is considered nil. Settlement In Borings B-1, the upper 5 feet of soil was found to be soft and compressible. This layer will undergo settlement upon loading. The primary consolidation of the silty clay underlying the site due to its own weight is estimated to be complete.It is estimated that additional settlements as a result of weight of the new structures using spread footings recomm�iided in this report will be about I inch. Differential settlement resulting from the weight of the buildings under foundation estimated to be as much as half of the total settlements presented in this section. Based on the placement of.1 foot of fill it is estimated that the building pad will settle 1/2 inch. `', Wr TERWEARCH,Inc. Page 9 of 42 Proiect No.11117.G Geotechnical Investigation/Rincon Ave and Winchester Blvd Campbell 30 June 2006 DISCUSSION,CONCLUSIONS AND RECOMMENDATIONS . . General 1. From a geotechnical point of view,construction of the proposed residential development on the site is feasible provided the.recommendations presented in this report are incorporated into the project plans and.specifications. 2. . ' The most prominent geotechnical feature of the site is the presence of near-surface;soft to medium stiff soils. Settlement due to presence of soft to medium stiff soils must be considered in the. design of grading, foundations, and drainage. The recommendations provided in the following sections will minimize the effects of differential settlement. The settlement potential can be..reduced if the building pad area is subexcavated to a depth of at.least 2 feet below footings and recompacted as engineered fill.Details are provided later. Demolition 3. There is an existing restaurant and small storage structure with asphalt pavement on the site. Prior to any grading, demolition of the.existing structures on:the site should be completed. Demolition should include the complete removal of all surface and subsurface structures. Where any of the following,are encountered:.concrete, septic tanks, gas and oil tanks, storm inlets, foundations,asphalt, machinery,equipment,debris,and.trash,these should also.be removed with the exception of items specified by the owner for salvage.In addition,all underground structures must be located on the grading plans so that proper removal may be carried out. It is vital that TERRASEARCH, inc. intermittently observe the removal of subsurface structures and be notified in ample time to ensure that no subsurface structures are covered, If TERRASEARCH, inc. is not contacted to observe the demolition and removal of subsurface structures, then further backhoe investigation will need to be performed prior to the commencement of mass grading. 4. Excavations made by the removal of any structure should.be left open by the demolition contractor for backfill in accordance with the requirements for engineered fill. The removal of underground structures should be done under the.observation of the Soil.Engineer to assure adequacy of the removal and that subsoils are left in proper condition for placement of engineered fills. Any soil exposed by the demolition operations which are deemed soft or ? TERRASEARCH,inG Page 10 of T2 Protect No.11117,G Geotechnical Investigation!Rincon Ave.,and Winchester Blvd Campbell 3o June 2006 unsuitable by the Soil Engineer, shall be excavated as uncompacted fill or.saturated soil and be removed as required by the Soil Engineer during grading. Any resulting excavations should be properly backfilled with engineered fill under the observation of the Soil Engineer. It is important that TERRASEARCH, inc. be present during'demolition to ensure that all.excavations created by grubbing or removal of subsurface structures are left open and located on a grading plan. If any excavations are loosely backfilled without our knowledge and these excavations are not located and backfilled during grading, future settlement of these loosely filled excavations will occur and may cause damage to structures and improvements. Grading 5. The grading requirements presented herein are an integral part of the grading specifications presented in Appendix C of this report and should be considered as such. 6. Grading activities during the rainy season will be hampered by excessive moisture. Grading activities may be performed during the rainy season, however, achieving proper compaction may be difficult due to excessive moisture; and delays may occur. In addition, measures to control potential erosion may need to be provided. Grading performed during the dry months will minimize the occurrence of the above problems. 7. The asphalt pavement,as well as concrete generated during demolition,may be processed to generate a recycled aggregate base (AB) or aggregate sub-base (ASB) material. Use of such recycled materials as aggregate base or aggregate sub-base requires testing for compliance with CalTrans specifications,Sections 26 and 27, 8. After demolition and removal of the concrete or asphalt pavement, the surface of the areas to be filled at the site, any vegetated areas should be stripped to remove all existing vegetation, topsoil,and/or other deleterious materials. 9. All undocumented fill must be removed and placed back as engineered fill and compacted to a minimum degree of relative compaction of 90%at 2%to 3%above optimum moisture content as determined by ASTM D1557-91 Laboratory Test Procedure, Alternatively, soil borings or test TERRMEr1RCH,Inc. Page 11 of•42 r[`•iTFFtT ram:, _ Proiect No 11117 G Geotechnical Investigation I Mogan Ave. and Winchester Blvd Campbell 30 June 2006 pits in combination.with Feld.and laboratory density testing could be performed to evaluate consistency of the fill.After testing,we,can decide if the existing fill should be removed or can be left in-place. .10. Following demolition and removal of any loose and/or soft soil,the top 8 inches of exposed native ground for fill areas.shouU be scarified and compacted to a minimum.degree of relative compaction of 90%at 2%to 3%above optimum moisture content as determined by ASTM D 1557- 91 Laboratory Test Procedure..-All soils encountered during our investigation are suitable for use as engineered'fill when placed and compacted at the recommended moisture content and provided it does not contain any debris. . . 11. All engineered.fill should. be placed:in lifts not exceeding 8 inches in uncompacted thickness and compacted to a minimum of 90% relative compaction'at 2 to 3 percent above optimum. Relative compaction is based on the maximum dry, density:as determined by ASTM D1557-91 Laboratory Test Procedure. 12. Should general'import material be used to establish the proper grading for the proposed developmetit, the.import material should be approved.by the Soil Engineer before it is brought`to the site. General import.material should preferably have an expansion potential similar to or less than the on site native soil to keep the foundation design recommendations in the report valid. . However,if select import soil"is needed it should be used in the upper level of the building pads to provide a more economical foundation system and better foundation performance. The select import material should,meet the following requirements: a. Have an R-Value of not less than 25; b. Have a Plasticity Index not higher than 15(see Foundation section); c. Not more than 15%passing the No.,200 sieve; d. No rocks larger than 6 inches in maximum size; e.. Have a pH of 6.5 to.7.5; f. Have a minimum resistivity of 5000 ohms/cm;and g.. , ' Have a.maximum-soluble sulfate content of 0.2%by weight.. y`:;; r TERRASEARCH,it+a Page 12 of 42 :5?.yi.[rti{'�'nif`nk{�r�a ?.•tI �j'!''_'hiriY - .. . .. Protect No.111 MG Geotechnical Investigation/Rincen Ave..and Winchester Blvd Campbell 30 June 2006 Surface and Subsurface Drainage 13. All finish.grades should provide a positive gradient to an adequate discharge point in' order to provide rapid removal of.surface water runoff away from all foundations. No ponding of water should be allowed on the pad or adjacent to the foundations. Surface drainage must be provided as designed by the project Civil Engineer and maintained by the property owners at all times. The pad should be graded in a manner that surface flow is to a controlled discharge system. 14. Lot slopes and drainage must be provided by the project Civil Engineer to remove all storm water from the pad and to minimize storm and/or irrigation water from seeping beneath the structures. Should surface water be allowed to seep under the structures, foundation movement resulting in structural cracking and damage will occur. Finished grades around the perimeter of all residences should be compacted and should be sloped at a minimufn 2% gradient away from the exterior foundation. Surface drainage requirements constructed by the builder should be maintained during landscaping. In particular, the creation of planter areas confined on all sides by concrete walkways or decks and the residence foundation is not desirable as any surface water due to rain or irrigation becomes trapped in the planter area with no outlet. If such a landscape feature is necessary, surface area drains in the planter area or a subdrain along the foundation perimeter must be installed. 15. Continuous-roof gutters are recommended. Downspouts from.the gutters should be provided with closed pipe conduits to carry storm water away from the structures and graded areas and, thus, reduce the possibility of soil saturation adjacent to the foundations and engineered fills. According to recent state law, roof downspouts drain and flows should be directed to landscape areas where possible.From a geotechnical and maintenance point of view it is undesirable to discharge water into landscape areas near foundations, as these areas generally are not maintained well enough to prevent water ponding. If this must be implemented we recommend that positive drainage away from the foundation is always maintained by the property owners, area drains are located close to the discharge areas to minimize ponding of water and ground cover and vegetation must be maintained to allow easy flow of water to the area drains. TERRASEARCE,Inc Page 13 of 42 Project No.11117.G Geotechnical InvestjEation/Rincon Ave.,and Winchester Blvd Campbell 30 June 2006 _ 16. Flower beds or planters are not preferred adjacent to the foundations because of the possibility of irrigation water affecting the foundations. Should planters be constructed,foliage requiring little irrigation should be planted. It is preferred that irrigation adjacent to the building foundations consist of a drip system. Sprinkler systems may be used,however,it is preferred that sprinkler heads do not water closer than 3 feet from the building foundations. If sprinklers are used within 3 feet,then excessive watering should not be allowed; and good surface drainage in the planter area must be provided. In any case, it is recommended that area surface drains be incorporated into the landscaping to discharge any excessive irrigation or rainwater that may accumulate in the planter area. These surface drains must be constructed such that the surface of the drain is lower than the surrounding grade so that easy flow of surface water runoff is allowed into the drip inlets. Ground cover and vegetation should be maintained to allow easy flow of water to drains. Foundation 17. The following recommendations for spread footing foundation systems are contingent upon adequate surface drainage being constructed as recommended in this report,designed by the project Civil Engineer,and maintained by the property owners at all times. ..Spread Footings: 18. Spread footings should bear in undisturbed native soils or in fills placed and compacted to the criteria set forth in the"Grading"section of this report.All spread footings should be embedded a minimum of 18 inches below the slab subgrade. Isolated column footings should be a minimum 18 inches in width, and continuous wall footings should be a minimum 12 inches in width. At the above depth and widths, the recommended design bearing pressure for all footings should not exceed 1,000 p.s.f due to dead plus sustained live loads, and 1,300 p.s.£ for all loads, including wind and seismic for non-mitigated conditions and 2,200 p.s.f due to dead plus sustained live loads,and 3,000 p.s.f.for all loads,including wind and seismic. Foundation reinforcement will be as required by the structural engineer in accordance with-structural requirements. 19. To accommodate lateral building loads, friction along the base of the footings and passive TERRASEARM,,Ina Page 14 of 42 Project No.111174 Geotechnical Investigation/Rincon Ave and Winchester Blvd Campbell 30 June 2006 pressure against the sides of the footings may be used.For design purposes,a coefficient of friction of 0.30 may be assumed at the base of the spread footings.A passive pressure of 350 p.c.f.(pounds per cubic foot)equivalent fluid pressure may be used for engineered fill. 20. The settlements of footings designed and constructed in accordance with the aforementioned criteria are estimated to be about 1-inch. The differential settlement between individual column or wall footings can be estimated as the difference between the settlements at any two points and should not exceed%:-inch. 21. Resistance to uplift developed by lateral loads is provided by the weight of the soil above the footing having a.density of 120 p.c.f.. Interior Slab-on-Grade Construction with Spread Footings 22. Slabs-on-grade may experience cracking and should be.constructed.using the following requirements: a. Interior slabs should be underlain by a minimum of 4 inches of gravel or.clean crushed rock material placed between the finished subgrade and the slabs to serve as a capillary break between the subsoil and the slab. See the "Guide Specifications For Granular Material Under Floor Slabs",Appendix D. b. The thickness of the slab is to be determined by the structural engineer. Slabs should be properly reinforced to meet structural design criteria. C. Slabs supporting floor coverings should be provided with measures to prevent condensation caused by temperature differentials from harming floor coverings. One way to protect the floor covering is to place a vapor retarder membrane between the granular layer and the floor slab. In addition, two inches of wetted sand should be placed over the membrane to minimize puncture and facilitate curing-of the concrete. The sand and the membrane are to be placed over the 4-. inch layer of gravel or crushed rock recommended herein. TERRASEARCII,!nc Page 15 of 42 i - l - Proiect No.11117A CrWtechnical Investigation/Rincon Ave and Winchester Blvd Campbell 30 June 2006 Exterior Concrete Flatwork Slab-on-Grade Construction 23. It is expected that the concrete slabs-on-grade including public sidewalks and other landscape flatwork may experience some cracking. To reduce the potential cracking of concrete, the following are recommended: a. Flatwork slabs should be underlain by a minimum of 4 inches of gravel or clean crushed rock material placed between the fuiished subgrade and the slabs to serve as a capillary break between the .subsoil and the slab. See the "Guide Specifications for Granular Material under Floor Slabs",Appendix D. b. Exterior slabs.should be properly reinforced to meet structural design criteria. C. All exterior slabs should be poured structurally independent.of the foundations. A. 30-pound felt strip,expansive joint material,or other positive separator should be provided around the edge of all floating slabs to prevent bond to the foundation. Retaining Walls and Soundwalls 24. If any retaining walls are to be constructed; they should be designed to resist lateral pressures exerted from a media having an equivalent fluid weight as follows: Active Condition = 45 p.c.f.for horizontal backslope At-rest Condition = 70 p.c.f. Passive Condition = 275 p:c:f. Coefficient of Friction = 0.3 25. For a non-horizontal backslope, the active condition equivalent fluid weight can be increased by a 1.5 p.c.f.for each 2 degree rise in slope from the horizontal. MMSZMCB,Ins Page 16 of 42 :-r.,myr4;1?�.i�i�?�'i"':�✓�r.�ti45a.ii��:,Fs �'�'.;-?r*;r :`.... .. Prolect No.11117.6 Geotechnieal Investieation/Rincon Ave and Wincbester Blvd Campbell 30 June 2006 26. Active conditions occur when the top.of the .wall is free to move outward. At-rest conditions apply when the top of wall is restrained from any movement. It should be noted that the effects of any surcharge or compaction loads behind the walls must be accounted for in the design of the walls. 27. The above criteria are based on fully drained.conditions. If drained conditions are not . possible, then the hydrostatic pressure must be included in the design of the wall. An additional linear distribution of hydrostatic pressure of 63 p.c.f,should be.adopted,in.this case. 28. . In order to achieve. fully drained conditions,'a drainage filter blanket should be placed behind-the wall. The blanket should be a minimum of 12 inches thick and should extend the full height of the wall to within 12 inches of the surface. If the excavated area behind the wall exceeds 12 inches, the entire excavated space behind the 12-inch blanket should consist of compacted engineered fill or blanket material. The drainage blanket material may, consist of either granular crushed rock and drain pipe fully encapsulated in geotextile filter fabric or Class lI permeable material that meets CalTrans Specification,Section 68,with drainage pipe but without fabric. A 4- inch perforated drain pipe should be installed in the bottom of the drainage blanket and should be underlain by at least 4 inches of filter type material. 29. As an alternate to the 12-inch drainage blanket, a pre-fabricated strip drain (such as Miradrain)may be used between the wall and retained soil. In this case,the wall must be designed to resist an additional lateral hydrostatic pressure of 30 p.c.1 30. Piping with adequate gradient shall be provided to discharge water that collects behind the walls to an adequately controlled discharge system away from the structure foundation. 31. The retaining walls that are not connected to residential structures and soundwalls may be founded on.either a friction pier foundation or a spread footing foundation using the criteria below. Friction Pier: 32. The piers should be designed on the basis of skin friction acting between the soil and that portion of the pier that extends below a depth of one foot below finished grade. For the soils at TERRMEARCN,Inc. Page 17 of 42 "�t,?3;'i-��I,�JS;�i"?ISi�'!sry,�•'T,t�t..::.:.;,�,r,•,i.7.,,--- _ Protect No.11117.G Geotechnical Investleation/Rincon Ave.,and Winchester Blvd.,Campbell. 30 June 2006 the site, an allowable skin friction value of 250 p:s.f. can be used for combined dead and live loads: This value can be increased by one-third for total loads which include.wind or seismic forces. Spacing should be determined as required by the load distribution;but minimum spacing . should not be less than.3 pier diameters, center to center. Maximum spacing and the minimum depth of piers is to be determined by the Structural Engineer. 33. To resist lateral loads, the passive resistance of the soil can be used. The soil passive pressures can be assumed to act against the lateral projected,area-of the pier described by the vertical dimension of twice the pier diameter. It is recommended that a passive- pressure equivalent of that of a fluid weighing 275 p.c.f be used below one foot. 34. It is important that care be exercised to ensure that any concrete spills during the concrete pour must be removed and no"mushrooming"effects are allowed to remain around the top of the pier. Spread Footings: 35. Spread footings should have a minimum depth of eighteen (18) inches below lowest adjacent pad grade(i.e.,trenching depth)for soil subgrade. At this depth,the recommended design bearing pressure for continuous footings should not exceed 1,500 p.s.f due to dead plus sustained live loads and 2,000 p.s.f.due to all loads which include wind and seismic. 36.. To accommodate lateral loads,the passive resistance of the foundation soil can be utilized. The passive soil pressures can be assumed to act against the front face of the footing below a depth of one foot below the ground surface..It is recommended that a passive pressure equivalent to that of a fluid weighing 275 p.c.f.be used. For design purposes,an allowable friction coefficient of 0.30 can be assumed at the base of the spread footing. Pavement Areas 37. No R-value tests were performed at this time.However,based on our experience in the area, for preliminary design purposes an R-value of 5 will be used and the calculated pavement sections for various Traffic Indices(Toare tabulated as follows: TEBRASEARCII,lna : Page 18 of 42 i�jn'Yi�'� i'�?67'n tiG'�i;;?l Y a��%�°;+��S�•;?';:i:7',`-:ii�:. '• Proiect No.11117.G Geotechnical Investigation/R con Ave..and Winchester Blvd Campbell 30 June 2006 • j Recommended Pavement Sections J .'43c:.li _ �..;mac- ._ an~1.lic_�• t-,'.: ��,�;:t;�,,:D�si�Q,`�'`\�y� 4;• : ':AsplaltCgnarete.,;.: -Aggregate:�tise•��::;:, 'u.`a�•6 d:;-•.-�:�:,r`s��•,.;•3�' :,?\.":,t�l?Yr: ,nw`-�':..:t `.<2;,. .7.. -.t t i�o-,•f,°'�"i?1�'-:`:•. ,;��:,. :..Jr:-.�,rj,.,,;,.. d. ��5-;. �'�+°."erc:{:i:;•nLiT.a;;�r�;;��t.'-;};^,''. 4.5 31.0 10.0 5.0 3L0 12.0 5.5 31.0 14.0 .6.0 4.0 14.0 6.5 5.0 13.0 7.0 1 5.0 16.0 i 38. Please note that the above design is preliminary and the material at subgrade level may be I different from that assumed.It is recommended that after rough subgrade is achieved,representative samples of soil should be collected and tested to determine the actin R-Value's so that a final design may be obtained for specific streets. I 39. After underground facilities have been placed in the areas to receive pavement and removal of excess material has been completed, the upper 6 inches of the subgrade soil should be scarified, moisture conditioned and compacted to a inimum relative compaction of 95% at a moisture content above optimum in accordance with ithe grading recommendations specified in this report. The pavement subgrade should not be allowed to dry excessively before covering with aggregate base. f 40. All aggregate base material placed subsequently should also be compacted to a minimum relative compaction of 95% based on the ASTM D1557-91 Test Procedure. The construction of the pavement in the pavement areas shou�d conform to the requirements set forth by the latest Standard Specifications of the Department of Transportation of the State of California and/or City of Campbell,Department of Public Works. j 41. If planter areas are provided within or immediately adjacent to the pavement areas, provisions should be made to control irrigation water from entering pavement subgrade. Water TERRME.4RCH,Ina Page 19 of 42 Proiect No 11117 G Geotechnical investigation/Rincon Ave and Winchester Blvd.,Campbell 30 June 2004 entering the pavement section at subgrade level, which does not have a means..for discharge, could cause softening of this zone and,subsequently,pavement failure will occur. 42. In order-to mitigate this condition, it is recommended that the subgrade beneath curb and gutter be graded such that it has a positive fall towards the catch basins where a 2-foot long subdrain will discharge any accumulated water into the catch basin. The subdrain trench should -inch perforated,solid wall PVC"pipe surrounded be a minimum 6 inches deep and consist of a 4 and underlain by Class lI permeable material. The inlet portion.of the subdrain pipe should be capped. Utility Trenches 43. Applicable safety standards require that trenches in excess of 5 feet must be properly shored or that the walls of the trench slope back to provide safety for installati9n of lines. If trench wall sloping is performed, the inclination should vary with the soil type. The underground contractor should request an opinion from the Soil Engineer as.to the type of soil and the resulting inclination. 44. With respect to state-of-the-art construction or local requirements, utility lines are generally bedded with granular materials. These materials can convey surface or subsurface water beneath the structures. It is,therefore,recommended that all utility trenches which possess the potential to transport water be sealed with a compacted impervious cohesive soil material or lean concrete where the trench enters/exits .the building perimeter. This impervious seal should extend a minimum of 2 feet away from the building perimeter. r 45. Utility trenches extending underneath all traffic areas must be. backfilled with native or approved import material and compacted to relative compaction of 94%to within 6 inches of the subgrade. The upper 6 inches should be compacted to 95%relative compaction in accordance with Laboratory Test Procedure ASTM D1557791. Backfilling and compaction of these trenches must meet the requirements set forth by the City of Campbell, Department of Public Works, Utility trenches within landscape areas may be compacted to a relative compaction of 85%. Project Review and Construction Monitorins ` ' TEMSEMCB,inc. Po&20 of 42 Protect No 11117 G Geotechnical Investigation/Rincon Ave and Winchester Blvd.,Campbell 30 June 2006 REFERENCES Abrahamson, N.A. and Silva W.J., January/February 1997. Empirical Response Spectral Attenuation Relations for. Shallow Crustal Earthquakes. Seismological Research Letters, Volume 68,Number 1,Pages 94- 127. Blake,Thomas F.,2004. EQFAULT Computer Program,Version 3.0. Blake,Thomas.F.,2004. FRISKSP Computer Program,Version 4.00. Continuing Education in Environmental Management & Engineering, .University Extension, University of California, Berkeley. Evaluation and Mitigation of Seismic Hazards Handbook, August 17—19, 2000. Helley, E:J, and LaJoie, K.R., 1979 Flatland Deposits of the Sap Francisco Bay Region, California — Their Geology and Engineering Properties, and Their Importance to Comprehensive Planning. U.G.G.S. Professional Paper 943,3 Maps 1:125,000 scale. Petersen,M., Toppozada, T., et. al., 1998. New Geologic Maps Lend Support to Better Building Design in California Earthquake Country,California Geology,Vol. 51,No.2, p. 3-9. Sadigh, K. and Chang, C.-Y., et. al., January/February 1997. Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data. Seismological Research Letters,Volume 68,Number 1,Pages 180— 189.. Uniform Building Code, 1997.`Section 16,Tables 16-J, 16-Q through 16-U. Seismic-Hazard Zone Report for the Hayward 7.5-Minute Quadrangle, Alameda County, CA, 2003. California Geology Survey TERRASEARCB,Inc. Page 22 of 42 J Proeact No.11117.G Geotechnical Investigation/Rincon Ave.,and Winchester Blvd Campbell 30 June 2006 GUIDELINES FOR REQUIRED SERVICES The following lists of services are the services required and must be provided by TERRASEARCH, inc., during the project development. These services are presented in checklist format as a convenience to those entrusted with their implementation. . The items listed are included in the body of the report in detail. This list.is intended only as an outline of the required services and does not replace specific recommendations and,,therefore, must be used with reference to the total report. This does not imply full-time observation. The degree of observation and frequency of testing services would.defend on the construction methods and schedule,.and the item of work. The importance of careful adherence to the report recommendations cannot be overemphasized. It should be noted,however, that this report is issued with the understanding that each step of the project development will be performed under the direct observation of TERRASEARCH,ine. The use of this report by others presumes that they have verified:all information and assume MI responsibility for the total project. c . TERRASEARCB,Inc Page 23 of 42 Protect No.11117.G Geotechnical investigation/Rincon Ave and Winchester Blvd Campbell 30 June 2006 Item Description. Required Not - Required 1. Provide foundation design parameters X 2. - Review grading plans and specifications X 3. Review foundation plans and specifications X 4. Observe and provide recommendations regarding X i demolition 5. Observe and provide recommendations regarding site X stripping 6. Observe and provide recommendations on moisture X conditioning, removal, and/or preeompaction of unsuitable existing soils 7. Observe and provide recommendations on the X installation of subdrain facilities 8. Observe and provide testing services on fill areas and/or ;, X imported fill.materials 9. Review as-graded plans and provide additional X foundation recommendations,if necessary 10. Observe and provide compaction tests on sanitary X sewers, storm drain, water lines and PG&E trenches (if required by city) 11. Observe foundation excavations and provide X supplemental recommendations, if necessary prior to placing concrete .12. Observe and . 'provide moisture conditioning X recommendations for foundation areas prior to placing concrete 13. Provide design parameters for retaining walls X 14. Provide geologic observations and recommendations for X keyway excavations and cutslopes during grading 15. Excavate and recompact all geologic.trenches and/or test X pits 16. Observe installation of subdrain behind retaining walls X f. TERRASEARCfl,Mr. Page 24 of 42 :l;ry a.. miS11tiA71:"N M�i=�iu:i}{i � 1 Protect No.1111 MG Geotechnical InvesUgotian/Rincon Ave and Winchester Blvd Campbell 30 June 2006 MUTATIONS AND UNIFORMITY OF CONDITIONS 1. It should be noted that it is the responsibility of the owner or his representative to notify TERRASEARCH,inG,in writing,a minimum of two working days before any clearing,grading, or foundation excavations can commence at the site. 2.. The recommendations of this 'report are based upon the assumption that the soil conditions do not deviate from those disclosed in the borings and from a reconnaissance of the site. Should any variations or undesirable conditions be encountered during the.development of the site, TERRASEARCH, inc., will provide supplemental recommendations-as dictated by the field conditions. 3. This report is issued with the understanding that it is the responsibility of the owner, or his representative, to ensure that the information and recommendations contained herein are brought to the attention of the Architect and Engineer for the project and incorporated into the plans and that the necessary steps are taken to see that the.Contractor and Subcontractors carry out such recommendations in the field. 4. At the present date,the findings of this report are valid for the property investigated. With the passage of time,_significant changes in the conditions of a property can occur due to natural processes,or works of man on this or adjacent properties. In addition, legislation or the i broadening of knowledge may result in changes in applicable standards. Changes outside of our control may render this report invalid, wholly or partially. Therefore, this report should not be considered valid after a period of two(2)years without our review, nor should.it be used,or is it applicable,for any properties other than those investigated. 5. Not withstanding all the foregoing,applicable codes must be adhered to at all times. 6 ,�` TERRASEMM,Inc Page 25 of 42 APPENDIX A Field Investigation Site Plan Loss of Exploratory Borings j. ^),MI,�tr�I7-E•�Pil�+'',t:1 y Proiect No.III 17.G Geotechnical Investigation/Rincon Ave and Winchester Blvd Campbell 30 June 2006 Field Investimflon The field investigation was performed on 6 June 2006 and included a reconnaissance of the site and the drilling of three(3) exploratory borings at the approximate locations*shown on Figure 1, "Site Plan". Three borings were drilled to maximum depths ranging between 19 feet below the existing ground surface. The drilling was performed using a power-driven solid flight auger drill rig. Visual classifications were made from cuttings and the samples in the field. As the drilling proceeded, undisturbed core samples were obtained by means of 2 inches O.D. split-tube sampler. The sampler was driven into the in-situ soils under the impact of a 140-pound hammer having a free fall of 30 inches. The number of blows required to advance the sampler the last 12 inches into the soil were reported without any corrections on the boring logs and were corrected to N-Value for purposes of classification and analysis..' The samples were sealed and returned to our laboratory for testing. Classifications made in the field were verified in the laboratory after further examination and testing. The stratification of the soils, descriptions, location of undisturbed soil samples and standard penetration resistance are shown on the respective "Logs of Test Borings contained within this appendix. °i� J TERRASEARCH,laa Page 27 of 43 N WC-Pmm N ure.w SITE v.rtru, VICINITY MAP N.T.S. (E)COMMERIAL LIL(E) MMERIAL RINCON AVENUE PROPOSOSED 1-STORY RETAIL BUILDING z (E)RESIDENTIAL t 4 co EW (E)COMMERIAL rn ° x (E)TRIM TO REMAIN �3 3 (E)RESIDENTIAL MISSION WAY (E)COMMERIAL LEGEND -- Properly Line J,53 Approximate Boring Locations (E) Existing SITE PLAN GEOIE PROPOSED 1-STORY RETAIL BUILDING Figure No. . CHNICAL ENGINEERS AND GEOLOGISTS _ RINCON AVE.and WINCHESTER BLVD. TENTRA$WAAA'M CAMPBELL,CAUFORNIA .•2h7WPoGHTBROTHER9AVENUE.LNERMDRECALIFORNIA94551 PHONE:(925)243L562 ProjeCNo, Drewnsr: scare: Coate: 11117.G GC NTS .. 06/2006 . •:3�i.oi�s�{.�:+?�r�c`'�!%ial�'._'�;�;:;f^a�.r•.. ... ,�rrrv�•.. . ... . . .. _ .... BOREHOLE LOG Location: See Site Plan Elevation Boring NO.: BI Date Drilled-Start: 06/06/2006 Finished: 06/06/2006 Logged By. R.Wilcox Sheet 1 of 1 Drill Rig: B3500 Drilling Method: Solid Flight Hammer. 140lbs 30" Drilling Contractor: Pacific Drilling Boring Backfill Method: Grout Total Depth of Boring: 19 ft. LAB 3 z� MATERIAL DESCRIPTION TFSTS NOTES cc c y u ii�j8 � REMARKS c Fine grained sandy CLAY(SC)w lb some gravel,dark brown,medium stiff, moist,low plasticity 102 16 a�•� s 3 very soft at 3 feet 40 13 LL=27,P1=10 5 medium stiff al 5 feet 99 15 Unconfined ota s Compression Test--922pcf f� x c� H a u, 10 m — --------------ois�-3/„ evenan to y— 112 4 Sieve sis Fine grained sandy GRAVEL(GVI�w�lh some clay,broom,dense, 4 0 oi'' 32 !'� 2",sub-angular to rounded gravel Passing No200=9% rn r�b s'•b 15 ! 96 7 01.3 30 s'.b AD•b m Boringg was terminated at 19 feet below ground surface(bgs)due to cave-in of an 20 gtular material. Groundwater was not encountered. , QU W K f 25 m W z °zd 30 z n PROPOSED 1-STORY RETAIL BUILDING Figure No. GEOTECNNICALENGNEERS AND GEOLOGISTS RINCON AVE.and WINCHESTER BLVf).,, CAMPBELL,CALIFORNIA _ rc Date: Drawn by. Pmf ecl t7n.: .. Reviewed ay:.......1� °m-257Wkht Drothers Ave.Uvaimm.Ca.94551 Phone 1920 2 3.6662 efa02WB ttitT.o ATemi BOREHOLE LOG Location'. Location: See Site Plan Elevation: Boring No.: B2 Sate Drilled-Start: 06/06/2006 Finished: 06/06/2006 Logged By: R.Wilcox Sheet 1 of 1 DatcDril )rill Rig: B3500 Drilling Methad: Solid Flight DrillltiLt iarnmer. 140lbs W Drilling Contractor. Pacific Drilling Hama Boring!oring Backfill Method: Grout Total Depth of Boring: 2 fL i; o OTHER T? S MATERIAL DESCRIPTION NOTES ao c 5 REMARKS ° 2"Esphaltpa_veinent -- -- —————————————————————————————;'� Fine grained sandy GRAVEL(GW) Refusal at 2 feet below ground surface(bgs). a Groundwater was not encountered. n 5 E i SO 15 20 Y u, U66 w i W Y_ a 25 c s n u 4 4 0 PROPOSED 1-STORY RETAIL BUILDING Figure No. GEOTEC-ICALENGNEERS AND GEOLOGISTS RINCON AVE.and WINCHESTER BLVD. CMPSL ,CALFORNIAEZ70MANSHA eff INC Dale: Draumhy ftledNo. ke —are ar. Ohl BreffmraAve a. SST 4M662 � aC trrt7•p A.Tmdo BOREHOLE LOG ite Plan Elevation: Boring NO.: 'B3 IR: 06/06/2006 Finished: 06/06/2006 LoggedBy: R.Wilcox Sheet 1 of I 10 Drilling Method: Solid Flight s 30" Drilling Contractor: Pacific Drilling Aethod: Grout Total Depth of Boring: 19 ft. LAB TESTS OTHER s MATERIAL DESCRIPTION NOTES T REMARKS _2"a.Vball pavement __ __ Fine grained sandy cLA�'(S�w%ith some gravel',darl—c brown,Slift•,moist,low 102 15 LL=29,P1=11 9 plasticity medium stiff at 3 feet 112 14 s 103 15 4 102 5 Sieve Analysis Fine gmin'ed sandy GRAVEL(GV�with some clay,dark brown,loose,moist,3 4, PassingNo.200=7% s S7W sub-angular to round gravel m'•t4 i is 1 medium dense at 15 feel •A• ,bAD cobbles at 19 feet Refusal at 19 feet below ground surface(bgs). Groundwater was not encountered. PROPOSED 1STORY RETAIL BUILDING Figure No. XOTECHNICALENGINEERS AND GEOLOGISTS RINCON AVE and WINCHESTER BLVD. .ra CAMPBELL,CALIFORNIA ti�I'>�RA WARCI 0/�C. Dole: Drawn by; Ti jau No. RaNewod ey: III Smitten;Ave,Qvemrs.Co.94551 Phone (9251243&662 GC »r!7.O ATaAn . :)tiS:',`•; {,k:.`i;S+;;;�.,¢—:�,f4jy�a'�C` �;>,ij'G4ri,:iiu'.ii•;.tt :;,3i�.:r:nc .. � ,...+ 'ti�P.y!1[.a!t��.y8p:.r,� - ^,Y.•jjb�:°'!(',tit��P:t�`I�,�; ��It APPENDIX B Laboratory Investigation r Summary of Laboratory Test Results `-r.��^�;;r'-'^wa"R4'rt"7 n,r.T,itFH:,•a;tra `.,;: �. . �'...: - :: ,'. %i`F,• 's:;T YdGiN':�n�.�-i�r,-.;.:7;�:t• .:.v1�!l�Cgiaarsfu�s?�'rr.T;�+:�;+*:',ia +tiri:��in �};r - ... ...,.t�_1.Yi.,.a!sa�.•�1.+.:,�.«:.f7 it':h�cncu:..�+.�s.C_..h...,r.:.t.;��.u�+:�.v.W(:c�Ti•.,..�.. .�.... ..'�i.:.. �• .. . ...... .. .. .. A Laboratory Investigation • i The laboratory testing program was directed towards providing sufficient information for the s determination of the engineering,characteristics of the site soils so that the recommendations outlined in this report could be formulated. Moisture content and dry density tests (ASTM D 2937-83) were performed on representative . relatively undisturbed soil samples in order to determine the consistency of the soil and the moisture variation throughout the explored soil profile as well as estimate the compressibility of the underlying soils. The expansion characteristics of the near-surface soils were evaluated by means of Atterberg -Limits Tests performed in accordance with ASTM D4318. The strength parameters of the foundation soils were determined from unconfined compression tests performed on selected undisturbed soil samples. A summary of all laboratory test results is presented on TABLE l of this appendix and on the. respective"Logs of Test Borings",Appendix A. •'i>s'..:F�.8.`kC'`d17}.'��'l:11'>'!i! r : r • TABLE I Summary Of Laboratory Test Results Atterber Limits Unconfined Sieve Depth :Dry Moisture. Liquid Limit Plasticity Compressive Strength Analysis pie -Density` Content Index o . (P.s.f.)' (/o passing her (feet) (p.ea.) (0/o Dry Wt.) ('/o) (o!o) No.-200 Sieve) . 1 1 102 16 2 3 40 13 27 10 5 99 15 922 4 10 112 4. 9 ' 5 15' 96 7 1 1 102 is 29 71 2 3 .112 14 . 3 $ 103 15 4 10 102 5 7 � r �.;i!s��y �.1''Yt u 7�� u r��l r 1�1..ht �Fr�l rf'i5��7:k.]:`•1 '^\— APPENDIX C The Grading Specifications Guide Specifications For Rock Under Floor SIabs �:rZ'?'�", ,....:'J11i?c•.,^rsry4Fi'�!1;n'i_-•..'-ii:, uC��d�;gl:....`''.'�'7:'�i �.�. _ r Protect No 11117 G Geotechnical Investigation I Rincon Ave.,and Winchester Blvd.,Campbell 30 June 2006 THE GRADING SPECIFICATIONS on PROPOSED RESIDENTIAL DEVELOPMENT Southwest Corner of Rincon Avenue and Winchester Boulevard . Campbell,California 1. General Descrintion 1.1 These specifications have been prepared for the grading and site development of the subject project. TERRASEARCS,'inc., hereinafter described as the Soil Engineer, should be consulted prior to any site work connected with site development to ensure compliance with these specifications. 1.2 The Soil Engineer should be notified at least two.working days prior to any site clearing or grading operations. on the property in order to observe the stripping of organically contaminated material and to coordinate the work with the grading contractor in the field. 1.3 This item shall consist of all clearing or grubbing, preparation of land to be filled,filling of the land, spreading, compaction and control of fill, and all subsidiary work necessary to complete the grading of the filled areas to conform with the lines,grades,and slopes as shown on the accepted plans.The Soil Engineer is not responsible for determining line,grade elevations,or slope gradients. The,property, owner, or his representative, shall designate the person or organizations that will be responsible for these items of work. 1.4 The contents of these specifications shall be integrated with the soil report of which they are a part;therefore,they shall not be used as a.self-contained document. 2. Tests 2.1 The standard test used to define maximum densities of all compaction work shall be the ASTM D1557-91 Laboratory Test Procedure. All densities shall be expressed -as a relative TERRASBARCH,Inc. Page 37 of 42 rS-•�-y�; tLY+/:,,{'t�4j�ii: u(Gf.F3,,.{�,•:p;:Yi;;:A'iYl.::. vi;........;. .... .. 1 ..�5 „I_fiat,''N".,,.'.,,.{�l"Sl,; t.:.,�.?';:. .y.,,_r.. :_.. S."t.....i'.:+,,, . :.. ... •• .. .. . Protect No 11 117 G Geotechnical Investigation 1 Rincon Ave and Winchester Blvd Camnbe11 30 June 2006 compaction in terms of the maximum dry density obtained in the laboratory by the foregoing standard procedure. 3. Clearing,Grubbing,and Preparing Areas To Be Filled 3.1 All vegetable matter, trees, root systems, shrubs, debris, and organic topsoil shall be removed from all structural areas and areas to receive fill. 3.2 Any soil deemed soft or unsuitable by the Soil Engineer shall be removed. Any existing debris or excessively wet soils shall be excavated and removed as required by the Soil Engineer during grading. 3.3 All underground structures shall be removed from the site such as old foundations, abandoned pipelines,septic tanks,and leach fields. ' 3.4 The final stripped excavation shall be approved by the Soil Engineer during construction and before further grading is started. 3.5 After the site has been cleared, stripped, excavated to the surface designated to receive fill, and scarified, it shall be disked or bladed until it is uniform and free from large clods. The native subgrade soils shall be moisture conditioned and compacted to the requirements as specified in the grading section of this report. Fill can then be placed'to provide the desired finished grades. The contractor shall obtain the Soil Engineer's approval of subgrade compaction before any fill is placed. 4. Materials 4.1 All fill material shall be approved by the Soil Engineer. The material shall be a soil or soil-rock mixture, which is free from organic matter or other deleterious substances. The fill material shall not contain rocks or lumps over 6 inches in greatest dimension and not more than 15% larger than 2-1/2 inches. Materials from the site below the stripping depth are suitable for use in fills provided the above requirements are met. TERRASEARCH,Ina Page 38 of 42 Protect No 111174 GeotechnicA Investigation/Rincon Ave. and Winchester Blvd.,Campbell 30 June 2006 4.2 Materials-existing on the site are.suitable for use as compacted engineered fill after the removal of all debris and organic material.All fill soils shall be approved by the Soil Engineer in the field. 4.3 Should import material be required, it must meet the requirements as specified in the . body,of this report prior to transporting it to the project. 5. Placizim Spreading,and Compacting Fill Material 5.1 The, fill materials shall .be placed in uniform lifts of not more than 8 inches in -'uncompacted thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to obtain uniformity of material in each layer. Before compaction begins, the fill shall be brought to a water content that will permit proper compaction by either (a). aerating the material if it is too wet,or(b)spraying the material with wafer if it is too dry: 5.2 After each layer has been placed, mixed, and spread evenly, either import material or native material'shall be compacted to a relative compaction of 90% at a moisture content 2 to 3 percent above optimum as detcrmuied by ASTM D1557-91 Laboratory Test Procedure. 5.3 Compaction shall be by footed rollers or other types of acceptable compacting rollers. Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling shall be accomplished while the fill material is within.the specified moisture.content range. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to ensure that the required,density has been obtained.No ponding or jetting shall be permitted. 5.4 Field density tests shall be made in each compacted layer by the Soil Engineer in accordance with Laboratory Test Procedure ASTM D2922-91 and D3017-88. When footed rollers are used for compaction, the density tests shall be.taken in the compacted material below the surface disturbed by the roller. When these tests indicate that the compaction requirements on any.layer of fill,or portion thereof,has not been met,the.particular layer,or portion thereof,shall be reworked until the compaction requirements have been met. TEMMEARCR,Inc.- Page D of 42 •n.sal�. �� /iY'..F � i ;;S•':1C - ..i{.:': 3i$:'cn:�i;1�t:nra.n :@".:ff�.:�M^:�'•".k.lo-�......a't...... ,. .. .. .. L .s t Protect No 11117 G Geotechnical Investigation/Rincon Ave and Winchester Blvd.,Campbell 30 June 2006 5.5 No soil shall be placed or compacted during periods of rain or on ground,which contains free water. Soil which has been soaked and wetted by rain or any other cause shall not be compacted until completely drained and until the moisture content is within the limits hereinbefore described or approved by the Soil Engineer. Approval by the Soil Engineer shall be obtained prior to continuing the grading operations. 6. Pavement 6.1 The proposed subgrade under pavement sections, native soil, and/or fill shall be compacted to a minimum relative compaction of 95% at moisture content slightly above optimum for a depth of 6 inches. 6.2 All aggregate base material placed subsequently should also be compacted to a minimum relative compaction of 95% based on the ASTM Test Procedure D155,7-91. The construction of the pavement in the parking and traffic areas should conform to the requirements set forth by the latest Standard Specifications of the Department of Transportation of the State of California and/or City of Campbell,Department of Public Works. 6.3 It is recommended that soils at the proposed subgrade level be tested for a pavement design after the preliminary grading is completed and the soils at the site design subgrade levels are known. 7. Utility'trench Backfill 7.1 The utility trenches extending under concrete slabs-on-grade shall be backfilled with native on-site soils or approved import materials and compacted to the requirements pertaining to the adjacent soil.No ponding or jetting will be permitted. 7.2 Utility trenches extending under all pavement areas shall be backfilled with native or approved import material and properly compacted to meet the requirements set forth by the City of Campbell,Department of Public Works. `.y TERRA,SEARCB,Ina Page 40 of 42 Proieet No.III MG Geoteehnical Investigation!Rincon Ave. and Winchester Blvd Campbell 30.Tune 2006 *NOTE: Requirements of City to be added. 7.3 Where any opening is made under or through the perimeter foundations for such items as utility lines and trenches,the openings must be resealed so that they are watertight to prevent the possible entrance of outside irrigation or rain water into the underneath portion of the structures. 8. Subsurface Line Removal 8.1 The methods of removal will be designated by the Soil Engineer in the field depending on the depth and location of the line. One of the following methods will be used. 8.2 Remove the pipe and fill and compact the soil in the trench according to the applicable portions of sections pertaining to compaction and utility backfill. 8.3 The pipe shall be crushed in the trench. The trench shall then be filled and'compacted according to the applicable portions of Section 5. 8.4 Cap the ends of the Iine with concrete to prevent entrance: of water. The length of the cap shall not be less than 5 feet. The concrete mix shall have a minimum shrinkage. 9. Unusual Conditions 9.1 In the event that any unusual conditions not covered by the special provisions are encountered during the grading operations, the Soil Engineer shall be immediately notified for additional recommendations. TERRABEARCH,Inc. Page 41 of 42 �?.�N SI�II�i�j}.FTT\Yr�(�H:A�\il.}..,;t'fil�;�IYri�_t•�`..,1.r'f':�. :iiij.!:W.Y.I:�l...yilis.3.Y.�.tr. :fih..•:....... .i lv.r....Gv:+.�:. .. ,:ifi.'. Protect No IIII G Geotechnicai Investigation 1 Rincon Ave. land Winchester Blvd.,Campbell 30 dune 2006 Guide Specifications For Rock Under Floor Slabs. Definition Graded gravel or crushed rock for use under slabs-on-grade shall consist of a minimum thickness of mineral aggregate placed in accordance with these specifications and in conformance with the dimensions shown on the plans.The minimum thickness is specified in the accompanying report. Material The mineral aggregate shall consist of broken.stone, crushed or uncrushed gravel,quarry waste, or a combination thereof..The aggregate shall be free from deleterious substances. It.shall be of. such.quality that the absorption of water in a saturated dry condition does not exceed 3% of the oven dry weight of the sample. Gradation The mineral aggregate shall be.of such size that the percentage composition by dry weight, as determined by laboratory sieves W.S. Sieves)will conform to the following gradation: . Sieve Size . Percentage Passing W 90-100 No.4 .25-40 No.8 18-33 No.200 0-3 Placin Subgrade,upon which gravel or crushed rock is to be placed,shall be prepared as outlined in the accompanying soil report. r' TERRASFrtRCH,Ana Page 42 of 42 P-(P,A co f cc L.V .Z J _ _ 200.48 200.49 1+00 201 .28 50 RT CL 200 - \/2 0 0.51 2 0: OWN -- -------- -- ----------- --- /�, --R 0 x --0+------ -------- --- ---- -- --- 40.5 R T C L R 201 .04 w 1 9 9 . 6; N 1+00 SMH 1 gg '�ARROXL �Ln IP OPE�J 199 .73 00.48 199 .� ,� - ---------------;;--------------- -------- -------------- ------- ---- - - - -------------- N D D n 200.13 �_ TR TC�C� HCR Mp 3 � 206. 3 WN- 1 CRC 0C�.31 I � � 00.14 ` ART OW 199 .81 q� 7X200.9C D.08 A ��W22 LCKI�. TECT 1 "NO�E cs 6q° ----------- / T C G L 2 0 0.2 j 2( 7 P5 2 %5 -1 1 +67.5 PI 1 ��q PI^-\0M 00. 10 Q �.71 200.16 EP �1 9 2� 1 .04 X WA K TR!� 1 6 C 1 99 .78 �+ 203� 1 T - \L� Tr:IP6 .3�TRIPE END i EUH' 'ST I N D / 08 EP 200.26 �o - - _� 1 _ 99.35 - ~T�+ j q % \ 199 FL ��\ 199.47 N Gt3 / / ® �0.5 ' 1 4.I 2®0140 1 99.77 0� C TOC FL \ �+ �� = 1 99 .95 20037 GL� �, \ \ _ c r L0 \ FL. 1 9090 CE3 FL 199.75 2� 20 . l0 '�. ,2n 200 20().07 Tc ® 1 +39.6 LT EL 1 +37 E T X AL� S I�R119 .FZ�D Q' X WALI�CC� �P F; `�3 200. '- 1 75 TC ER TEuj R ��w°o� - 4 4.79% I 1,j4 00.39 1 99 .50X LK S RID D ELEC �A C� R AL 1`� 1 +37 EL 200.2 00.4TC/CL HCR �� , 9'84 ' 0 1J D 87� 200.E t" T P �9 .3�9 .78 200. -1 1 +37 C2 0 19 Fj .L3 , Q 200.6 �\ 1 +39 6j 20 . 1 1 +37 LL c� �I J �. 9 TC j.CL CE / � _ W� 1WAIzKBSTR I P E _ - 1 +39.62M. 2�0.4 ' "� 200;. 0 C�1.2f?OU'N / 1 9.86 / ELEC CAB �, .4 1 +3;9.6 LT EP i L 1 �g .6 �� LT T 0.32 /\ �. c 00.57-5 1 � i 200.20PTI�N F 200.6E.0 .48 _ �/ /0 CO �% ° ! 3 %1 99 .G0 - TC ER * NOTE : D S I Alai ✓lAG NAI 5 OW C RB PB � 2o g N 200.20 �. 1 + 51 LL o S �09 .88 D SCREPANC ES n r 200.0 20 4 O E 200do -11 A �L Lr 'I +25 E21i' 27 / TC GB CORNER OF R N � 200.5 > +2G �-T-c / / \ \AIINI � I IF-C-TF- I� � 1 vo,° IZ io ROTTE IZi I C/) uj V/F co r LL - I - JA- -IN vv T T T T T ,TER BOULEVARD > s --3S - Ss Ss - Ss sc G; GAS GAS G A S, GAS-- GAS GA5 GAS GAS - CAS- - ---GAS--- -GAS 3 D SD _3"' 3 SO - - - - �l i' - -- - - --Vy IN —"v vv__ E E E E E E N� P, GATV CAN CATV CA-.- + GATTV ,Ai I "i CA'!',/ C.A—V— CA-R/-- CA_,V CAN N —z r > 2111-15 > ,j c I �, I z i I J� > I I w \<c, 7 �s GRAPHIC SCALELd kw I d Iw I Pu EX.STORM DRAIN MANHOLE I m (1H FPsr) Z RIM 200.44t C 1 tact-10 n 3OU. _ �� 12•INV 194.39 IN(S) } 3'W I I Q 12•INV 193.78 THRU\ I a Z t� = I o° O ------ PROTECT U PROTECT STRIPING NOTE / Z IPERDOWNSTREAM ETAIEA ImE REPLAC REM AVEMEN D ARKI GS PER aatt SfD�. \ 3.00, EXPOSED AGGREGATE FINISH I - /, CONFORM EX.!�IPING PER CITY STANDARD DETAILS �� ` Acc LIMIT OF CONSTRUCTION CONFORM TO EX CC/AC / .a. Ell--_-________J 3.00' I - �`` wo �^ •< AC PAVEMEN R OVAL&RESTORATION - Y ..�EZ", AT NEW PCC IMP OVETIENTS PER DEVIL A-3 50' 1 EXPOSED AGGREGATE FINISH �• � t hk1PER CITY STANDARD DETAILSEXPOSED AGGREGATE FINISHIER 3.Od CITY STANDARD DETAILS &D0' I I 7: P TC 200.36 2•&N &2•AC,TYPE A,3/•MAX MED. - I PCC 199.86 CU RESTORATION PER DET L 7<R CONSTRUCTION NOTES: ''a ~ Cl) IX UTILITY BOX ADJUST TO NEW FINISH GRADE 3.00' �' F i4v __�CO(JST. 1 MH s EX U71LITY POLE TO REMAIN .._ ... 24.5I aL -OVER IX794.(i3EDT0I(E CRCz W m & a I .. TO BE VERIFIED Q3 RELOCATE EXIST SIGN(PER att S1D5.) -' �_ ) 0 0 0 (TO BE FIELD DETERMINED BY Gtt INSPECTOR) PER DETAIL D-11 Q FM FIRE HYDRANT ASSEMBLY TO MAIN PER SAN JOSE WATER 00. STANDARDS(MAIN-HYD) _ _ �_-j i POC 199.97"3+76.9C DRIVEWAY QS RELOCATE EXIST WATER METER TO BACK OF CURB ?� 1,� .l• < CONST. ERgAL DRIVEWAY OA H I -t-J' n DECORATIVE SIDEWALK DETAILS % /� �>x< I 0' PER CAMPBELL DETAL D 6 © SPECIFICATIONS CITY RESERVES THE RIGHT TO CHANGE PAVERS A F .� r \ t �' P• g9.'S9 MINIMUM OF 14 DAYS PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE A SAMPLE PAVER WAUSAU TILE OR APPROVED EWALC=ESTER BLVD WEST WINCHESTER BLVD. ✓ <�\ .< .�� ^ ?•?. B ADA-2,FDX4008 AS MANUFACTURED BY WARNING PAVERS-WAUSAU PLIANT l`` ' 12• Z E m DETECTABLE DETECTABLE P WARM SURAVERS,PRECAST FACE SHALL BEPLAN ABBA, Y'f T �/' �} ,P -. ,/ It y r O I L'=o 0 CASE A.; CONST,HANDICAP RAMP PER CALTANS STD. .y�,11 ,,, S,;Sy .T X yC`",. - I "* q1., «o�-/ Z 07 Ftd BACKFl.OW PREVENTER PER SAN,X)SE WATER CO SIDS. TO 5 t 69• z C7"m 2 E 08 3-1/2•POC OVER 36•CU-SOIL(SEE DETAIL•PCC ADJACENT TO TREE WELL) l c� •f ,.y < FT1 I z0 0' VWX [ % ✓_...-.._��.. !• `� Ft 199.47 q OPO IT �r L,'\ 5RPSE CD a;� \ EF 20Pef1 I`/ y F.F.200.76 EF.200.76 - v. ..� I I K �'L PA�\200:1 Z I B __PAD 199.85 PAD 199.85 \\ F.F.201.07 Tc 2odi6 PAD 200.,E L „FL 199.66 RELOCATE EX SIGN � �i I,• (Xl er TO BACK OF WMK < .• Y,�-;.'. ,c " 2; IT PROPOSED ^ (\'PROVIDE PCC TRANSITION .. jy , , , 5I ANO A�� aFOR HANORM To Ex Pcc --- - ( �' r' o BENCHMARK\ \ z W o �x - - 1 _., ��L.: ..3 / l D ;s E EVGATION::19999.12 FETT �' C\2 L � ttl ✓ ,ie mo.1f A CONTROL POINT T. `\ (]�•,. '� A' 1 -� Ul E I SET PX°IN JOINT4. "� _ _ _ _ _ \ 'J ELEV.201,34 ^P' 'ADE BR ____ _ -��Lr k i �•x ,� o ' 0 ®� _ - ;---- - --'• .I3 g•iw..s-�':s... 1 ;vP aP ,u Ex OVERHEAD ElE C x - • a - J 3035R V�- ---------- IFL tss _ a Tc 200.41' i Z' Q'+ sr, ______ -• a _-_ ___y.;,.,•�______ _ __ "___ _ __ ______ 19991 NEW PCC T07CONFOLRM �� .: '.," tr _ __ :,..,n �` FL f e z r x• 0 0 - 1"xo�,g ` ? rP• o e - C RAMP.:. I TO EX PCC SIDEWALK tiV ,; /' E2• TC 200.70 �? H G}/,Sj� TC 200.64 TC 20053 oP2 CONST.sC(SRB INLET Y ti M1 Q. >f X P C $',�O ry r$ i 4 + /d' S g FL 200.20 J�� /�" FL 200.14 FL 200.03 ''o TG 199.76 2�'� s�• PAD I F �I ti 15 INV 19T>46;; L(D Y%P CONST.COMMERQi1L DRIVEWAY APPROACH 4 a� i 45.0' sTC'2 .46 s Uti g FL 200.i4 •'4 - i--t CeD ••c I PROVIDE 5'4'TREE HELL IX WATER METER IX SIGN Fl-199.96 _� S T0:20D.62 •• - - c O17 .--1 PER CITY OF CAMPBELL DETAIL D-16 - I ANC.PT. _ !J I S AND STREET TREE BE ABANDONED&REMOVED TO BE RELOCATED ,- . FL 200.12 GTr H Ig �I (AUTUMN BLAZE MAPLE) a 23 LF 15•SD '-. :_ EX TRAFFIC SIGNAL POLE EX GAS MAIN o _ s DTI „ ��.. c r IX GAS MAIN ;L".S=0.020 - .. r•TRENCH RESTORATION 4;&STREET 11C+iT TO BE RELOCATE➢ I„r• a T o a O I i AC PAVEMENT REMOV &RESTORA110N ,(• 4" f =z -� LL _ AC AW.A-3 .m .m s == e "�I PER-DtT Jr7 ;1 O IX 24•STORM D N �� CONST.STM MH - I IX 24'STORM DRAIN '=T- O R I STREET TREE 2'C421ND&2'AC TYPE'A Z.a I IXB PIPE 3/4•MAX MED. (n of AUTUMN BLAZE MAPLE ��gg..0�I (f182 SA.X - -- - - - - - -- - - - ��- -- - - - - - - - - - - - - - - - - - - -- - - - - - -(�NV.191.Dt TO(E) -- - - -- - - - - - -- - - - - - 2+50 C 1 - - A10NUMENT LINE PER BEVERIAIL&II VVV r 3+00 1�i 3+50 4+00 PER DETAIL,-0tt 4+50 \I .s' 0 3�+0l6 I ssl - is I ss I- -Fs-- I- •- .JF'o _ - -1-°�- ZI 0 EX 8'SANITARY __ �" •• M IXB•SANITARY - EXISTING UNDERGROUND UTILITIES ARE SHOWN IN TOR WINCHESTER BLVD. APPROXIMATE LOCATIONS BASED ON RECORD INFORMATION I c"c, A ¢ AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION �l OF THESE PLANS. LOCATION MAY NOT HAVE BEEN VERIFIEDi IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY �^� _. c ' ° - OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR a. I d" V STRIPING NOTE: SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN `s'- ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTIUTIES. 5 I �;, REPLACE DAMAGED OR REMOVED CALL UNDERGROUND SERVICE ALERT(U.S.A.),AT 1-800-642-2444. I MARKINGS PER CITY STANDARDS IX STORM DRAIN MANHOLE ppoFEssi a IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE " I ;p RIM 199.791 data• /2 Ea THE EXISTENCE AND LOCATION OF UTIURES SHOWN ON THESE PLANS, Z`+ CONFORM TO EXISTING 12•INV 194.29 IN S Hanna&Biunett wQ W BRvy `^� INDICATED IN THE FIELD BY LOCATING SERVIg3,OR EVIDENCE BY I��ZS `� 12•INV 193.75 IN SCALE: FACILITIES VISIBLE AT OR ADJACENT TO THE JOB SITE ANY 15•INV 191.94 IN N w Na 271 - ^ ADDITIONAL COST INCURRED AS A RESULT OF THE CONTRACTOR'S `;� I sa cN $3 24•INV 1B7.88 THRU EXP.6-.7o-f.Y A 1"=1 O' FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO I" O Arnold R.6Nnet0 a 0(VIL 1+ BEgNNING CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR \�/` V 4I V `�� = R.6E/17I86 '� ` AND IS DEEMED INCLUDED AND MERGED IN THE CONTRACT!-UNIT PRICE ` ,x Cti III v a M F. A. _ \ I •� �� - eap(nsr 6fJ0�13� Q`CALtF N SHEET: / 3 OF 6 20.0 m 2;, i MAX TC 199.97 - - � FL �9x9a.47 FF PROPOSED �5' PSE �� F.F.. . 200.76 F.F.. . . II I II PAD 199.85 PAD 199.85 oN I �o o - F.F. 201.07 II II y' x PAD 200.16 IL �a N � � TC 20 , 6 - , 199.66 IIIT k N \ T99Df o o HANDSCAPAN.� o H � ti N + BENCHMARK � Ul mw �, 4- o ID: CITY BM #38 IF o zo �o 1 o ELEVATION: 199.82 FEET W N Z �'1'la`M0.11 A ro - - - - J - = - - - J 1g9.82 �O ." �N � V1N OI s1N mNo x 000,� o w x Zo 1 _ EX. OVERHEAD ELECTRIC J 3H0 �o tiN 3H0 3H0 - 'n o on o co o � 1• `o co N O oN 200.4f f0.35 a m �R t0. % o go 0 0 ---------------- FL 199.91 �0.7000 F,+ w ►.,y o �, o O O Ay o �., y� HC RAMPo TC 200.64 TC 200.53 0 ,� COLT.2m,RB INLET - _ 1� )0.20 ��` cvo�' FL 200.14 FL 200.03 TG 199.76 �- --s= � --- J �o FL 200.0 M INV IM-46o % v'S'` TC 200.64o J oo ti o o ETC 260.46 FL 200.�4 m � o ER TO ®EX. SIGN w 199.96 & REMOVED TO BE RELOCATED ANG. PT. co -0 N FL 200.12 r m 23 LF 15" SD . y = EX TRAFFIC SIGNAL POLETO=EX. GAS MAIN N x ®xS=0.020 x x TRENCH RESTORATION o &. STREET LIGHT TO BE RELOCATED �o C o c c x I 2r" P€R DE-Tl1L 7 24" G o A-3 SD SD V 50 SD \o o m -ni CONST. STM MH " EX. 24" STORM DRAIN STREET TREE 2 GRIND & 2 AC TYP A OVER EX. 24" SD PIPE ,8 0, 3/4" MAX. MED. � N AUTUMN BLAZE MAPLE EX. INV 189.0f --{ (f182 S.F.) (N) INV. 191.0f T0� CR WN _ 4+00 MONUMENT LINE PE BE VERIFIED) 4+50 z� z +0( PER DETAILk11 x 8„ x 8,. �S I z = x �o SIN cn �w I EX. 8" SANITARY StWERCD WINCHESTER BLVD. A .� � m II II II iv W CDSTRIPING NOTE: � `� 4 REPLACE DAMAGED OR REMOVED 'o co QO EX. STORM DRAIN MANHOLE ROFESS/ MARKINGS PER CITY STANDARDS RIM 199.79t date. 12 �a P o�q� CONFORM TO EXISTING 12" INV 194.29 IN (S) Hanna & Brunett' R. 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X r""""' I (D ,-,-+-. ;U Cr -U (1) 0- C -0 C/) (0 2) � (/) m - --U W 0 x 0 -1 (D G) , > t:� --I 0 = Z:; (D 0) --% r,4, ;:;;: (1) =r :3 114" M 0) 0) "I C (1) 0 (D CD * 0) 0) G) �r U 0 0 0 (D .8.0 0 o :zi- =) 0 -0 _r z > 1411W p 3 < f-t. _% =r (1) Q_ ia C a A- C/) < :3 W - a :3 M r) I Q) � M (f) 0 0 0 a (1) 3 QL 0 M 3 = r- 0 .n Cr 0 0 - - M 6 -.3 . . 0 a M M a CL 0 f-0. -0 M 0 ?. �0_ _h M CL 0 :z 0 C: -1 = M,< o a z 0 u @ ' 3 = o -1 (A 0 0- W _0 r-1- (1) (1) (a (A -10 CA (1) q. 0 0 Z M 5; r-4 @ M T". M * -_ M 0) Q It 0 - . 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CD 0 ,,� :3 2: FA ;:L M W = N , --i 0 Cr C: 030 = O-K -m- > = K r"""" ffqq%b I 0 x -- - != C: 0 D_ --i CA - . x ow E a) 0 M < G) 0 a M Cr 0 @ 0 M M ]3: ::E M � 0 M L a x = * =r CL =3 1 1 0) CL 4 -0 =r 0 0 3 F> (1) (1) (1) 0 0 C 0) @ -0 (D 0 :3. 0 > 11111i,,,� =4 0 0 �O C 0 -1 = < < = = - E 0 ;::;: - 0 M = _' = z 0 bould X -,< = 3 < - 6(1) m m :1 (p CL =-:p :2 S2.0 0 - - CD (D w _,-0 = -- " - 00-+ M 0- �� = 0 @ M 0 -1 (D :3 < < i3 * 2. o cl) 0 5. = (D 0) o- 2: cD > a 0 m = < 0 (1) r, 6_ � 0 O) 3o Q = CD CD o (D a 20 (D U 0 M r Z �0 ..< 8 M G ( ;� C:!: 0 0 = ,< CD 0 - 0 X W __ 0 :7 < 0 =r 0 �+ e.f. �� W -, -0 ;r , CL O - z - r.4- AP"-"W " 0 * 3 0 13) _.W :E -0 0 Cr = - = " 0 ou F_ :3 = � 0- M 0 (D z - x 'a c T - Olt- - 3 CD 0) 0 0 , - 0 5 U -, 3, o E M 0 m 0 r-q- r M, (D CD r-1. 0) U 0) M "" C ' :3 M --- CD ca*:q _< 0 @ 2 M r-., (a , M 0 M " I- 0 :3 m r-t- - 0 0 m 0 :3 3 (1) "o -0 g 0 f-.@. %< < @ -n M M :3 (D 0 " C 3 <D @ ,, = 3 ,< m * I m 0 m a (1) W 0 = " a 0 3 m M 0 , D - W 0- , 3 -0 ':,�,�) I � M �� Z I < r-0- 0 =5 CL X - M CT M < C0 (D 0 -0 E' 3 m M CD U) 0 G) 0 k ) 0 Z W__ 10 0 �� M r", W ,:2 M 0 0 =) 00 co Z:p -1 � * 0) 6 M , :3 --I ::E D C CD r-1- (D %-. x _ @ o 0-3 0 M EMMW . -a = a 0 �e � 9) :Z- a --x (1) -0 o -, - - 2 C 0 ""S. L �� =T (a ;d - 0 :3 :3 a = -, (a F, 5, M a 6 =r 0 0) a C . ( K tv ,0-% X ** - n -0 - = 0- 0 r-f. =3 >< _-T -- --.h . M W W 0 Z; (D 1< = "I Q- * 0 -3 -- --I -- 0 5-_0 = 0 (1) -3 = E5 (O CD 0) C 0 �� 3 CC) M 0 0) C (1) ,71 , ;:;: 0 -0 m �n 0 M _.d U -1 ;L 3 - (0 % M 0) @ M < (D 3 M 0) = @ (D 3 "" " * z --i �e = - - 0 (D 5 -0 (/) 0 0 m @ (D AMMM& 0) :3 --I (n 0 o (-j h O Z� 0 - 3 m (3- (1) 0 0 a a CA) 0) (1) M m ::� z � , c- ,- �n c (1) 0) m . @ -, 0 - M - _ "a ,-I. V-6. r-4. ZF (j) ._1) ;6 -0 :3 a * - ---i r_#_ = =r -- . M \0 M a 0)"D - CD --i :3 O 3 a = __% 0) C m 0 @ M _+- A 47 -0 1k _A� 0 Xt- = - . 0 ;=� ,70 0 In * 0 - ?� 0 (1) (1) 0.6 (1) 0 01 - -0 0 004%, . . =r = co On. 3 f-1- =; -1 :3 p 3 -0 10. @ -a =:g 0 = 0) 0 = 0 r-1- #"I- (a m - . = 0 0 m = (D ,,� -a M - * 0 5, 0 0 :3 5. 2 9� 3 (1) m =3 -I �0 ;0- m " z - r-4- � ,-, 0 �__i, Cr m _% 0 ,_, M F) e* @ (1) 5) m = 0 _T @ 70 0-0- r-t- m = � 77 kw ) i F) 0 to W < 0 M 6 W 3 0 . = X CL :3 0 ?� �e C - 0 = 0 6 CD 0 a '.. - 0 (1) C @ =3 (a . i = 0 :::i" . -I- - ;:1. - = " to "a --i -11 L 5 t� i r M :3 1 C1 '"I M, 0) 3 5 =j- < 0 @ m m (0 a) ::j � z [ CA) M 55-ca M . ::3 (1). %< -0 @ :3 0 0 0 0 -0 0) CL 0 . �z 0 � IV =) _1% :�; o 6 0) Ck) . W --ii! Ap 0 0 :3 0-1- . M M tv r__ ____19_4 00- m (D a �- = * (0 6 W CD 0 0 m m "I - �* (n w m q*- 0 % "n (J) C - M CV M 0 =3 '< 0) -* :7 3 (D U) - r- 0 .r4, = z -n � M = M 0 =r M (E 0 D :3 X 2) M "'I. C OMO e_-, 0) -0 F� o a) �� < CL (1) 0) 0 M 0 ;r * jF 2) :3 0-4- 0 �� U r-*- --h 0-1. :3 r.+. 0-0. 0- QL,< 0 0 0 (D -n t* 1 70 0 = M (J) " P ::r :5 -'% -% 0 X 3 ,3 q CD -- ch r-0. 50 -, 63 m 0 0) ,.� C: � M = 0 * *" :3 m 0 _`1 a 0) 5- M 0 '(D 0-4. a C 4 1 M 0) C-L- :3 Cr 0 O_ --q ** = 0 :3 Cr C . 0 '-< a =3 -,,- ,io :3 =- 3 0 3: �e I I rl" 0 M OQ M m M m ,--t- = (D =) CL =3 1 2) 0 z -a M .-I. =4 cl) " . 0 M n (a " 0 70 ammmmoo*@ X C/) > ;0 3 f_� * 2 o m c') - , CO Z7 -i �,_ L I M G_ M 0 0 C 0 - 0 =3 = c - =r :3 :3 x E 0 -0 =r O -j 000% . . - 0) 0-4. a'.5. r-+- Q) > i--* I 9. a cL ,- , :3 16 M 3 m 0 0 0 . 0 0 0 (0 0 0 0 . 0 0 0 IT, n 0 . ff 11 0) ,+O 0- 5 0 :3 0 -11 0 CD �. =1 :3 10 0- I -0 a 9 - = CD =T =r :3 0) e-4- @ to (a CL Cd Q ceo"" 0 --a -0 ,.a =r 0 (@ cc =3 (0 �e CA ;:� M < -0 X M � . %Mwoff !- W :3 (D ,7o M, = (D -0 - 0 a) C0 -I W M M z C: (-A - -a- - 3C , 0) M 'O (Q M M. - . 2) @ -a* 2) V-4- -0 *� 0 - _.V - 0) 0 z o cr a.) W - = �2: -o m > cr > m - - -0 m 0 0 (0 (n (D Z _+- m CL 0 M -in 0 (D ;z > - > m 0) 0 m 3 c: C) 3-09-0 (D R. a W 0 --% I-*- -- M U (D -1 C ;::o @ < r- 2 < cr -a o 5 w o - . m = x (D M 6'.5 0 C %< -.4. - " 0 -= a o :3 M m R' FD_ ZT <- r-1. -n = Xt M M 1-11 -a f-.I- . -.1 a 0 0 M E Cr M a- 0) < 0 -1- Cr 0 ,--, M 0 5 0 �3 CD w 2. -� o 0 -1-0 = a M =* M 0 - m (0 0 -;:;: - m , _0 0 = X ,.4- -- % W - 0 0 X 0 % W --, (D 01 0 f-4- 0 a R 3 6 < M 0 zT :E = 11 m 0� 0 a) M -- -- (D M -0 to --r, =; (P < (D (0 �5 I,< CL _T_ __, 0 ..-* > �io, �; --I - ___ x - 0 5P Et PL M _' 0 I'D 0 0 5 -< :::� 0 5, o (D CD a- a- Cr __% 0 (a W 0 M � T ,-.+, I - ., W 0 0 =r :Y -0 =- a 3 E 0.) -_% --%(O - 0 f- D . C) cn a ,�U � . - a) 0 -0 04,14% ;U M (,) 0 0 %< 0 0 -0 - . U - ") 0 - - e , , 77 a -'s (O --I _-, W (0 �,,� . M 0 0 CO W :3 Z_ , - . Z I, 0 Z - (D 1 - a) ::� W W 0 10 Ez �� C ,_, ' Cr E , "D W 0 �Zi- �;; 0 ::,; ci 3 o C --I 0 (a - :3. 2) __,� r-1- 0 M :) U) 3 a (D E 0. :3 (D (D -h " (D Q) !� 3 'n �n �: 3 91 CL:� c ::1 - = - , m m k-j , W C M -- _'h - _0 0 M 0 6 < M -0 (D 2) =3. 2) CT 0- m 0 0 = (D m -3 B W > � X :3 __% r-.t- W M 0 " (D M 21 z --I M 0) =) 0 (D ,:� :� to 0)-a 31:2 = " 00 m @ CD - :3 M _' < r-1. --t, C So w 3 w We-", < (P = :: �, 4 Z 0 < __ ig W m 0 _1i n 11111 < m = W r"O" ww� 0 C - m -3 W 0--a r-+- M @ (D W , C a:, @ (D 3 E w !-t c) - M 0 Q) . __% 0 ?;�' =) M (O = I 1. 0 = W 0 W -0 @ 0) W (D W < =) Cr -"% a 0 (11) a -a ,:_, 0 M - W W f-v �5 T , - _n I-,)- ,-I- - - m ;::;: %< t- 0- (O 0 E3 =. 5. _0 o _.�- M w 0 =3 70 = C W 0 ,zz- -1 0 - = 0) W - 6 z n 'U M _n 0 0 00- 0 0 :3 3 0-0 - W-0 6, to r"," _, = a) ;:-.: I < M CD * p - - -i -0 "n M , 0 8 < (a zr (a ;0 W -a < M 0 Cx W (D CD W ::;" 0--% = __ 3 -, M . -11 W _1% 0 :3- s. 3 x 0 cn �3 C: 0 T -4- -0 (D 0-0. 0 --- (D -0 :3 -4-0-0 M -0 o- ZF 0 M M X M (a ' 0 C: 0, -- M 5- 3 M -'- CD a x n -4- -- 270 C: .. * M 0� g C :3 0 m M M 0--. - 5p < j3 1 0 0 =Q 0 W E W - 0 1-1" M QL) E: X; X Fn* %< = Z-, _7T = = 5) w 3 O W -1 - z (O 0 3 = 1-9- z r-1- 0 W 11-110 �� a _-�- M �� != W @ ��, a) 0- a 5*'o IF- =1 M C> B 3 W :3 = __4 0 0 0,70 !i 0 0 (D . 0 0 d- M ;�; -n C - W c CL 0 0 = M --I W :!� -a -3 'a --ii! 0 M > 0-0 0 n -0 i M M I--#- t2: 0 M @ o- M --I =; -a l< 5, - T. in =�" 5 ;3 f-$ '2- @ 5; W %�,� -0 W B 'W Cr m 9--" 0 m @ ,'-',i'- - (D 0 --- - < -0 " I a 6 M (0 :3 M n In 5-0) 0 m W 0 = - -0 f-+- M 0 :n M z . - M W D . (D ,-, 0- --% '"D 0) �,- 0 ::i -11 --i , -3 a) (0 :3 0 M < eom% M - CD VJ, -0 M * < X 8 0 a) M , :_ = -2 M 0 __1h -0 (0 * am * . :3 j 0 M m 0 ,�E +. CD W �:-- :E - q: M �-4- " W = . .� CA) k..) M -* 0 r-4- - I ;:;: M :5 M :3 0_ M Cr 0 0 1-4- W C,L -, !::t 0 JD A ,_j. M U) 0 , - @ o ca C: go = 3 x- 3 o K-- I,< * 1.11 CD 0 ;::;: M * m 2) CL 1_0� ZL 0 6 (D < z r-1- :3. - C K ,n- --t =r a) P c- =5 0 :5P B r--I- ;:;: " 0 M z o ,< @ c , (r; ,_�- @ CD (O M @ m W ;::;: W (D �� @ n. -It r- - _n 0 __3 2) = I-#.. 1-0.1 0 :E � X Z I-+. =- 1 3 (a 00 5-:3 1.0- 0 W a W 0 W * M. 0 a '.4- W fo'N 1-4- - W a (0 I - 3 M ;U 0 C = 5D :� < -4- (1) O(O U (D :1 = ;4: m %< CD - 1k. of in 0 EP p_ CL 07 :3- M = (1) M = 0 M 0 --," p 0 < -Is > U) . C --I 0) 6T -q- 0 do""k 1-11 M % 0 - M 0) W = 0 CD W f-." - 0- (n 0 (J) =;- - - 0 ZZ > U) 0 * 0 0 0 0 r- ::E I Q 0 0 r_ -a % W ::E 9 -09 - 3 U 0 @ Zr :37 < Z. C :7 0 0) K 0 o- Z 4 > f 0 W M .-.f- 0 - IV MOTP m - -- --% 0 n. CM :3 9� W = z X ""I :3 =r -0 5, C: " 3 0) 0 M 1< 00 CD 0 (a 0 -I- 0 -0 0 1< 5 0 q 0 0 ::r 0 010 0 C 0 r.+ C (n - -, = =4 M M X 60 C O :1, O -- - m 0 - - 0 m -1 0 "_ 0 m - 0 m , 0- :3 3 o - :3 U (D r-f. m 0"0* --s 0 co f� = .1 4 M - ,*. Z- K . :3 -4. r-0. D -5' - N _0 :0 0 :Z M C/) > I � ::) =; :3 ;::� CL :3 :3 ,.,, X -0 a- 0 3 3 - 6 0- ,-*- 0 =r M W _ a- ,* 0 M 0 0 m C - -a 379-ID 0 0 C 0) C 0 cc 0 0 =F 0-4. 0 X � L____ = CD < :3 CL) = (j) 0 -4. 0-1. @ 0 0 ::3 * 3 0 -- :3 0 a C/) 5 0 - -a > _,, (0 0 0- -0 "I 5 :3 00 K :3 _ (C) 0) ::q (40 :3 (a , 0 M V_#_ :3 * ;F - M . M -o _0 , � 0 Cr ' -0 ::I M n m to - , (0 m 0) ,:: 0 �. a- -0 " r-t. C: . Cr O 0 =r W - * 0 5; U 0 Z 0 00 rj) a� m 72- :7 0) . m -,-h th * room 0 M -0 - M - - 5 * 0 0 P) Q) 0) M :3. -0 :3 . C - __ _-, (A X M = * =3 87 0) Co ::3 z z M W 70 =) @ = -1 in "t-0-0 0 ::� :3 0) != G) :1 A9901111k M CL -0 W 0 a :3 -a 0 X C/) " M (0 r-q- -n I,< W M =r C: 0) m -#. 0 :3 - -%l 0 0 > * 3 F M 0) ;:;: g a- ,+. W G) -V m :"' F) -0 0 0 .�6- :3 . :3 m C 0 0 0 0 0 --i T .0 -,,' 9 M = 0 @ -11 R %< *.< -.I,. (0 ::r a) 0-0- G) __1 (n M M 6) -I. < " = 0� M (D C: M Z;,;�, - 0 =- Cr --I @. a :3 (D , T 0 x -11 M M q 0 * ::;; C.0 (a 0 0 0 > 0 ;0 W m m o - -% -,- :Z: 0 r- r", 0 X :3 -- Xt- . CL tT 0 Cn - =3 0 M - CL - =) --T = :. azm 5 (1) " CA 0 ch T. Z7 5�_ = r_ * M :3 (0 ,E 0) 0) --h M x X :;" =;* K CL 0 0 =r,o Z 0 =3 0 0 (a % W ?� 0 6 3 U0 0 0 0 10 ?� 0 > *0 C, x3 3 1--" ZF CD 9: 53" C') __1 0) -e-"h 0 -t2' (O M = - 0 C: m *-I. cy M 0 - m 0 W m M -1%0 ;:;: C 0 =- 0 z 0 m = M M M U co - 0 m a 0 =. --% -- C CD - ,4- _T 0, 0) 11 0 M c- -.#- 0 0 0 0 0 -0 CM X 0 (1) ,4. < < < M (1) M (1) --h 0 0 C M (D CD M (j) Z =3 @ a m r- 0) r"k- 9 - C 0 CD Cl) 7 :3 ::T = M M 00 m %< = ,z- '. m (1) CL m __ OVN% 0 3 = W ... i (O * M " M ,4- =t W :3 M = -0 ,4- =T M (1) M ID, =3 69R =0 - < -0 ; > M m - < M 9-9- W M W Cr W M M C 0 M W.-O 0 (D ".4. 0 -a _< CD CL - =T W 0) = W 0 M 0 -,% :3 O-0 0 0 M Y) *-< a -1 c (0 r-0. 1-4. r-q- - :3 000- 0 (D 0 ""I m x -1 r-q. C 0 Co 3 ""' < = CA =3 " =. M 0 (=I) G) b ) C K 0 M W - M M z =3 CL (0 0 OL 0 =r -0 ) M :3 q (D 0 I-#- =3 00(o - 21 0 M =i* 51) FD7 0 m < m c- :3 a " r-4- 0 0 O- -0 M =r c 5- M M = m - . '. 0 2 , x A) = " . 0) 0) m QL r-,, C M ,4.,lo , - ,, M -di� . m r 0 C)- 0 > - :3 % 6 M a r.q. M - = M M Q) a: :3 0 W = -0 3 ((:) ca 0 ,.,. m 0) W :3 0 - !=� �_$- Z5 , MCC =,' - z '.2 =) * 19: a r-4. 0 = -a @ * (D ,-1. 0 - . UT "a 0 0 0- - c- (D 1z * @" . o-O -, :T P 02 - R. ,= 3 to =3 M c �. K M M W > 0 =r 0) M U -0 CL c- * @ B 5T 6- 2. @ 0 5� 0 W_ 0 � I Oo, (O * B z -n I -= W r-." C W =r C)_ 0 M 0 =3 0 R 0 "I a: --i 6 0 0-4. W 6`0 (D :3 ow c C 3 0 ----W C0 0 :3 M = -0 - `1 (1) I EO M - < 0 :3. - U Cn 0) - z 0 ,.,t. 0 - " OL - = 3 o V 0) --O = r-+, - =3 3 (D I X :3 @ -"% . r1f. 0- W 3 x -- M = ---3 3 0 m @ (1) - ,4- M, - L -----,-A - M :3 C 0 0 N 0 r-,- - 5 - O -01 ::4 557 _1% @ M,0 =T CD 0 z I 0 M 0 = LUM m W z 0 Q_ Cj> m . --i U -,:, 9 o 0- 5; 0 a :3 3, C r 3 P) m70 M W - to M 0 -0 3 m Q- C. (P a) . a- K CD W M (a =3 -.0) M at ,,. Q�- -1 M o C * 0 (D to W -1.) --i K 0 Cr C 0- = --I %< W O_ < CD 4 = M o- = 64 0 3 x 0 0 m 0 =i m -5 - C Avm%k� jr > X 0 - to m 0 (D 0 -, z r-0- 3 m 6 ""I :E C: 0 = - go 0 =9 0 C ::E R W -.0 5 C -- < @ 0 _0 L_ -- Z r- �n a M 0 6 5 :3 (a -" CL 0 :3 O.- -, � @ :4, m -o - - @ ' i% @ 3 m m P-0. > I in. . M 0) `0 - 2-6 0 6 0 -0 Q (D 0- �0 . r.t. Y) ""I ( ) W M (D =T � r) k ) 0 > 51) 6 0 W --h - %-. . W =r X 42 z 71 = C ri 0 W 0) 0 M - ::4 :3 -1 (J) ,.+.o -% M z = 6 r-0- 5* �p 6 C: 1� 2) 010 WX (OD -0 3 =' CD :4 �: 0 _." 0 m =3 _' 0 rm"Mmm", 0 0 M 0 -, = (a n Q) 3 m 0 - 15. - < -1 ,Z 0) a 2) 0 - W 0) -,a 0) 0- = =r U) 0 m = ZF '. 0 (O � 0 M r-4. W 0 - - = 0 r-+, Or 3 =r --j �e W :3 M m :,; X -0 "'"o, - M tQ 0 = (a n r-+. =3 0 0 -ID W 0 = CT 0-30 a- ;:;: 0 0 -1 M - co M Cr 0) =r C 0 0 z; =r D_ " * = =: -1 C: W. 0 0 M W,�< 0-0 o 9) 0 = CD M - (1) I r-1- = iv W C r-1. -1 a m 111 (1) 0 0) . (11 9 a -3 e Lo. 0 CA 0 0 . C: @ CL M (1) nvmw� X0 @ . _j ::I C < C: -"O C =3 =r :3 -"* co 42 50 = 5* M 0 Cr 6 (1) 6 M 0-� > 0- --% M U @ (0 --h 4 a 0 r#. a a- :; a 0 m - AOU%k (0-0 0 -, 0. 3 ,,� W �0 L "D --h r-0- , @ 0 Z = m * ,< _-r @. 0 . 1) = 5- (n a =r %< m M 0) '" C V-4. * (1) ,0 0 0) a 5 < 0 ::i . * :3 (a _n z (a M ;:;: 5 C 6 M ,29. 0 CD 5p 0. :r 0 C� Q) � :11 :3. (1) (1) . - (D S2 G) ;::;: =r W . " - . X r) � W --i 003 r ofifi* 0 0 46 0 0 0 K (f) OD M (:) > -_; M ';i� �; M (j) A �� '.... () (1) @ -0 jF 0 9 0 - m 0 o 0 0 -r G) (/) < --i =r - EO M M 0) M 0) M M C -4, 0 M (D 0 (D ;4: M 111�0 M (1) Cr 0 0 6 -2. '", 5: 0 %< "a C 6 (D :3 CI). -1 -0 (1) 0 4 %< @ = CL M ,4. 0 K M 0 %< 0) :3. = C . . . .4 x c. N- C: , , M r- Y) 3 -.1 0 C M 0) (1) (D 6 (D m 5* 3 - (D (D -7 (D F) m Z 0 0 0 0 =3 0 "a ::; -, �O "V E; -5, P-6. cc > F-4- � =r 20. U 5. __% " . m 3 p = z > 0 "I -0 to = (1) 0) 0 =- CD W C C) -0 i= 0 3 3 :q 5. B 5 =) C - 0 z =r = m , 2 CO ;U 3 -Io U a 8 5- CD ;z t� � _0`0 6 q - __1 C 00 0 (D (0 a W 0 m > z ,a (a @ 2- m 0) r-1- F 0 4 K (1) * m 0 a ell . - -3 Cr :3 '... g z z (D C. 0 M CD > = r-J. ,io :3 0) = - 0 __ - 0 =3 < 0 . Cr 0 :E 0 ck) 0 ---h " - 0 13) Cr * 3: 2 :E C ,< :z ::I _U > �r (1) (1) =r M -0 F" n ;=O. (1) l.j r-0- - r-+. W M " 0 G) 0 O - -4 --% m n D :3 CD " 0) --h 0 X =r W M - . - @ CE (D 0) - - 0 i 0 (D M C0 - Q) 4 0.0 -a .jo (D -0 M ,+. 0) 0 0 2 - -5 :,. 0 :3 (D M C ::) 0) OL M = M , m :3 0) :3 CL (1) v) 0) 0) "a 0 0 :3 -0 '#- .0 C - =) 0) o ::r 0 0 * < -- - < 3 = C: 0 =3 M M (D C Q) ,4- C . U p = CL - M M --h 0 - ::r 0) 0 a ,-+- (D r- W D 0) '< M 2� ::r (D g,< 0 M 0.� ,4- 0 0 CL _ f--Q- CA 0 W 0 -ft Xt. "O 0 C)o :3 -l; :3 M = = F -5- (D :3 __ m (D -3 :3 M W 0 @ @ 0 M " . -co- @ -0 . r-+. 0 0 0 ,+ M ,-+. (D w a M m ,,#. @ m -r . G) K �0- � =T"a ,-,I- - CD ::r CL - 0 0 0 00 (1) =- :e- 0 X - < ,t- . 0 0 m - 0 =r -0 =. 71% `% 0 C: M -A - < 0 0 W N CD 0 ;6 = ::r -- 3 �� 0 3 3- @ P-+. - a W " -% 0) --i - r-#- -a - 0 0 - M 3 0 (1) - ;zw M 0 6 m 0 -0 . Z m W 3 m z 0 3 Q) -I > Cr :3 T. C: 0) M B m * (a 0 11 0) N 0 Cr CD @ 0 < 0) a) -- (D ,< CL 0 (1) > 3 m T� ""t W 0 M -1 0) :3 0 m M C M z 0 =3 ,m-0 M 0) "_ M ::3 -- :3 = 0 --I 0 Cl) r_ CA 3 :3 0 -0 0 'O Ck) - M - 2� M :3 != 5 a. * 0 � %< 11< 6 ,,:, %< #_4_ . I - 0 M r-*. 0 =3 (a = W @ 3 __j -0-0 m 0 z -0 - 6 * * 0 0 0 = 0 C 0 0- C0 __1h 0) = - -'s M 0 M M - (1) - -'No ,.#. -1 r-+. q 0) -0 0 00 C: U) f!� 0 =; g =) M 0 -0 11< m 5. 0- W CD CU :: g (1) ,, W C 0 Cr f ^ 0. 0 6 m :3 0 @ m -0 _' - h 5 -0 M o " ,< ;2 > 3 m m M ,-#. " - C = F. " "O :3 > 0 --% 0) 0 60 =r " Cl) Cl) ---*I a- (D Z3 ) 0 5; ,., =r W =4 0- = 0 < 0) :3 0) _., r-q- -- r-1- --I 0 - C ,< 0) cD (1) 0) 0 < 10L 0 * (J) :3 #-I. i; *0 V j a S. = Q. 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M M 0 W 0-0 = to U p 0 U :3 0 CL - _. a = 0 1 = ,e-- (1) C 0 0 m 3 ,e '+.0 6 =) 0 = = o (D 0 0 - =) = =. :3 m " 9 ca 6 = 0 0 X r- g (1) CL =r -n CL < .0 .< =r -% --i W 0) 3 M t* n ,-I. . - a ca :3 0 ".t. Z" a7a 0 0 = a) xt C: FlO. 6W _= =3 0 = 0 0 M r- I 0 `0 r-4. 0 D.:3 " < < r-+. 3 -%,---,Mm = 0 m ,�� (a 2) I< - .0 CI) 0 M :E " %< 00 :::p ;U 0 =!= * 0 C 0) M M M O�. :3 m O 0 I CD M W --% < =F 0 .% 2 =-O - 0 %< - W 5 -0 -j O = 0 - 0 r., -3 0 -3 2 = 6 0 @ 0 z C 0_ & C� . F C a = 0 -0 a 3) a C Z3 m 0 < r-+ " * @ < C a 0 OL 0 0 .:;- 0 0 0 -.q - ,io .- a �� X W Cc or -0 3 (D 0 = ;:1. 0 M M r.q. W cf) ar :3 `< != ;::;: -1 =r M, C) ' *q 3 0 :3 (a I :q :3 - 0) .-- M ,�� * M 0 M 5* _0 3-a pqo- OL o :� T - 4 1z "3 M cf-ot. 0 r-0. 0 %--. . 0 M M W, 0) :;" 0 CD 0 - - -- - V) B - :3 d-4. . 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F� "r = . =r 5 ch z 0 M (a 0) I - -4� r) - Z > .1 - - ,--, Cl) ,-, j3) (J) r- W N) I 0) M 0"i Lp < 0 C/) 4:�, -Ai. = 0) . . . ,�e 00 Xp 0 M _-, 0 0) __< 0 :z () 0 A) t-11 2) 0 'O 0 Q) 0 O_ :3 0 0 = 0-3 n --i IOU - ,,_, r_s� ,-., r-i, = CD 0 1-0. 001, 00 - M M 0) > W-1 ...... I" r ,-, Cj) I.-, U) 8; 11) 01 (D 0 -1-10) 00 tt 1 :3 < CO) 0) =3 r'+'(C) (4 a > %< :3 X Cl) - (C) (O (0 a' :� < - r.,.. =3 - -4 < 0 -0 Q) . m (1) - a O -Ah 0 = ,.I. U) 0 W (A 0 �r (p N) "U 0) 0) ?, .146 1`10 0 ,;.,. = C) - M - W 0 CL 6 _U 0 ,--,O ... i M to - C) - =; __ 0 qq (D -4 U - 0- U = _X (D -r W ,,�) 0 ;U - ,I- 1 3 0 0, 'a �e oil .!4 0 1 110 0 =) ,�.. -40 0) (.n 0) Cl) @ C 0 0) 6 @ , * r-4. .40. W _% M - :3 K 0) E, W 4 __% ,--,:3 M r-4- 01 Z (D rQ * ;= 3 w = 0) > :3 0 -UW 0-t. (0 . -4 OW-0 0 P-0. :3 -.& < 0) e-1 5' W 0 0 0 9 0 * - 0) 0 Cl) %0 :3 0 -, 0-- (D z 6- 0) 00 0 0 ,4. U Cl) 07 0 r-+- CD C0 060 _0 :1 0 !:�, :r (a :::P 0) * ?� =3 (D @ - M m = C 0 > �0 > > . :3 - a 9: a7 2) K = 0 0 ;z = 0 a , =;z - = fl) (0 -1 () 0 - 0) 0 6 Z)-7 0 4'4 10 U :* Q. Cr :7 _U 0) C) 5 -0 0 ,_< -0 0) 0- 1< ,.:- 5* 0 �r .W � G) :3 M ,,z :3 (03 = M :3 ---% 19�_ @ M z 5 3 0) 0 sl�"U m (a M Na CD 0,0 - - m W 'a zr 0 M 0 M Z)-7,,-,2 ig U 0) CD V-1f. > 0 #-I- r".1. (D z CL < _-q 0) 0) 0) C:. =r (a W N - -0 ,:R Cr - - W Cr V-1- , --j -0 r... M -0 - M 0) ;";: * 5 :3 0 @ -4 1< 0-i rN = r-1. a 0 ,+. r-9. W (D __4 W < 3 = 0 to :3 0 :3 0 3 0 Z 0 0) =3 - 0_ m (j) ja_ (1) "O W 0) :3 C = ,a CD Cr (8 0- W 0) 00 = M M, (1) --% * -0 r- (1) #-#. K 0 W W W - 0 _" 0 Z =j. =3' - P-9. "a -:� FD' 0 a C :3 5:3. r_#1 - (0 -_ 6 E; * 0 0- ,-t CD = 0 - = C - X o- 2 =-r C a m - 0 "Is (D M 0) W M �� (j) I -_ 5; 9 * -- 6- @ 0 m =r M * (a C 0) Q 0 * =r -"% _1% ..& 0 0) -- * --% (a (D (0 0 ;T 0 .�Q -0 U-0 = 0 @ 0 @ z 0 > (1> M ,4 - m �� =1. M r- 0 M < r- (D 0 = (1) Vj --- Vj 0) (D ;L m (a -0 3 CD -1 " :3 -.0) -0 :7 C) C __0 = " @ 3. :3 M - 3 P06 C 0 ��m 0 :3. a C -0 - * - - CL 0) . -,.-.) M 0 0 W (D :z QL M_ M C. o < 0 W @ :3 0 CI) 0 ,- ,4- ,* 0 6 * x 3 w cn ,+.-a "O K 0 M ,,� 0) 0 '.. @ %< 5: @ ao M. ;L (a -i �0. �V _h Cn W =F 55. CD m E5^ 0 M -0 m 0 a m m O�, 0 0 . =*:;h_0 Z3 C 0 6 = O 1 M 0 :3 -11 0 -n 0 __ M M 70 * > 0) 0 �� =) 0 11_� (a 3 � - 0 Cr --ft Zg (a " M 672- w ,< o- m 0 @ 0 - - (4) CD :3 :3 -0 �� 0. rle. _+ OD q< 5- C M, ::) :3 -03 -.0-:3 (0,9- -0 __q -1 r-1- . < M M --::3 )0 0) ** :3 r- :3. M '"D - ,:� :3 :3 ::r - -a � CD C) r-4. W ::3 CL @ @(6 a @ 0 V-0. 0) 0 0 0 :3 = 0-0 r.f. .- -1 -I 0- to @ Cr 0- OL (0 ,4- 0) r.* @ r", 3 co ' 3-- 05. C0 0 11� (j) a 0 0- ::r > Z 3 9) (:0 :3 (3 0) 0 - ,__,o m r-4. - C M ;:*, - " O 4:0 M Cn a.. M C.) N m r_ 0 _1 r- r-4. ;5 � t -�e U - E , C;- O_ 0) r-0. --h W 170 - r.q. r-f. 0 IL< :3 =r =3 " -I 0 0 Cr 0 -4 _j Vj y)- N O, (n = . W OD 0 M (0 hS !:;" :,% M Ey :E C) . -5- C Ji "_ :3 0) - ,z * cp P .0 =- !0 @ r-1. 0 0-i 0 01 * (0 -a !� :3 =j CL'O* 0 0) =r _. W C: (1) (3 0) --i 00 M (ft 0 :3 (D 0 ;:;: ZF M "O - r-4. 0 :3 70 M a 0 a (0 C) :3 11%) 0) 0 0- "a - --h 0 CL 0) R V-4- I 0 0 ,.,- =r - x =r a) 0 O_ @ CL 0). :3 0 :F .. _ ,;� f 0) C U 0 1 = ,., = 3 0 :3 - .1 E C: - CA M C) C (03 M C R. W (a @ M = 2 = (D 0 0 0- - -- M C� ilmod 0 - (D x "_ 0 (O :3 -0 m 3 n 0 = M. * =r Z3 `* =r -1 :3 La. M - C/) ofifii CA %:2 :3 0 :3 , 0 g =rca :3 :3 z::;, * (a :3 0 . 0 M M 5; a -3 0 1 m CL 0 0 (n 'V 0 i< - 0 M _n pr >. (a - -4, * m m - I-#- C ti n tz , 0 0-3 G � 0 * ,---, W -- :3 W CD M 0 = W (D '" :3 . 0 *0 �� . �> I M 0- W :3 I4. m . 1 57 SO @ I . g m 3 54: - q m 0- M I 0 @ Q- �.t p W ) - to t� E� 8 01� n ,"o 0 (A p C" n 11:3 0 W co Cr W 10 �j ,-� ,t- 0 ::r r-1- :3 @ M CL f-1. . X :Y, �... -1 o CD :z p �--- 8 -t� 0 zr k-,� S� - z %�. 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C) < z C) < ri ""4 w Iroll 0 (D rrj a I> W. RINCON AVENUE 0 C BASIS OF BEARINGS THE BEARINGS SHOWN ON THIS MAP ARE BASED ON THECENTERLINE OF RINCON AVENUE AS FOUND MONUMENTED AND RECORDED AS NORTH 89" 53' 00" WEST IN BOOK 404 OF MAPS, AT ' PAGES 4 TO 5, SANTA CLARA COUNTY RECORDS. <s89.53'30"E> <645. 1 4'> S89.53'00"E ` Basis Of Bearings 645.10' - ' `I ` Centerline E . L.;./ Grant To City Of Campbell ► Original Right—Of—Way0 Per Book 5590 Q.R. Page 100 RINCON Centerline --.----------------- ---__-____________________ S 89.53' 00" E 130.00' I N89.53'00'W 90.08' ((38.00'))i cn ` 'DETAIL' 37.92' ► Q SEE Q i a Leo 0 Ul o 0.1 N 4 M PUBLIC STREET DEDICATION 01 a©, °'' r* g �`� ��' rn_ TO THE CITY OF C IPBEt L a � N� rn `' , '' 180.00 S.F. ± , 01 V i so rm ;~.-.- 25' 3 Lot Line o With Removed This Map Q° o e -v W 0 01 Co Q�' 30.00 v do - 18.00' i o S89.53'00"E ----- -+ 20.00' i � °n I 0 L1 -U � I Z: 3 0 PARC A a aoo�' rn ZCEL 2 �,�° .L 17,018 S.F.f 0 ©, a, ,�0 o rn i Q 3 PS 12-13 ',�` , , 0.39 acresf a) co � i � - I 0 '(\ Q ',,��' ' p Oo \.< � , '04 Q -P i © } C? C0 R Q *� o ©i 0 C3 Q 0 � �� C7 4 Cn tri k { i LJ"j 'Tt I r� 7 S89'53'00"E 64.98' S89'S3'0�'�"E . 80.00' 20.00'' I 45' A WAY ' 0 c: O 'riVate) 4 MAPS 0 S 4--5 N / � ; � i�`• > ca 'o o Irq #�' a rn > 2 : V' f'. O SUNNYSIDE Centerline 11-11� I r--, z 651 MAPS 23-24 389 MAPS 1 CATALPA Centerline [N89.56'300*W] AVENUE CURVE TABLE CURVE LENGTH RADIUS DELTA C 1 31.34' 20.00 89.46'33" 31.42' 90• LINE TABLE LINE LENGTH BEARING L1 2.00' S89053'00"E L2 20.00' S00.06'26"E L3 3.00' NO0.06'26"W L4 2.00' S89053'00"E LINE LENGTH RADIAL BEARING R1 _ 20.00' S00.07'00"W LEGEND o — — — DENOTES SET 3/4" IRON PIPE, TAGGED RCE 17186. ♦ - - - DENOTES FOUND MONUMENT AS NOTED < > -- - - DENOTES RECORD DATA PER 719 MAPS 12-13 € - - -- DENOTES RECORD DATA PER 404 MAPS 4-5 [ ] -- -- -- DENOTES RECORD DATA PER 389 MAPS 1 DENOTES RECORD DATA 5608 O.R. 510 * - - - DENOTES RECORD DATA 7918 O.R. 359 << >> -- -- - DENOTES RECORD DATA DOC. 17879932 - - - DENOTES DISTINCTIVE BORDER LINE W.C. - - - DENOTES WITNESS CORNER FOUND MONUMENTATION 3/4" Iron Pipe, Open (Not Tagged) In Monument Box, Shown On 719 Maps 12-13, 404 Maps 4-5, 173 Maps 36, 389 Maps 1 And/Or 651 Maps 23-24 3/4" Iron Pipe Tagged LS 3470 Per 404 Maps 4-5 3/4" Iron Pipe, Open (Not Tagged & Bent), Shown On 719 Maps 12-13 NOES: 1) THE FOLLOWING MAY AFFECT THE PROPERTY SHOWN BUT CANNOT BE LOCATED FROM RECORD DATA; ALL RIGHTS, OWNERSHIPS AND HOLDINGS OF EVERY KIND AND CHARACTER IN AND TO WATER DITCHES, FLUMES AND AQUADUCTS, AND OTHER WATERWAYS AS CONVEYED TO THE SANTA CLARA VALLEY WATER COMPANY BY DEED RECORDED OCTOBER 12, 1904 IN BOOK 283 OF DEEDS, AT PAGE 233, RECORDS OF SANTA CLARA COUNTY, CALIFORNIA. 2) ALL DISTANCES SHOWN ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. DRIVE CONSISTING• SHEETS BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 34 OF TOWNSHIP 7 SOUTH, RANGE 1 WEST, MT. DIABLO BASE AND MERIDIAN LYING ENTIRELY WITHIN THE CITY OF CAMPBELL, SANTA CLARA COUNTY, CALIFORNIA BEING A LOT MERGER OF THE LANDS OF LEXOR INVESTMENTS, INC. PER DOC. 178 79932 MARCH, 2007 SCALE 1" = 30' HANNA & BRUN 'I --- CIVIL ENGINEERS & LAND SURVEYORS 7651 EIGLEBERRY STREET -- GILROY — CALIFORNIA SHEET TWO OF TWO SHEETS J N 06022 CITY CLERK'S STATEMENT ENGINEERS STATEMENT I HEREBY STATE THAT THIS MAP, DESIGNATED AS A PARCEL MAP, CONSISTING OF TWO (2) SHEETS, WAS APPROVED BY THE CITY COUNCIL OF THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED THE CITY OF CAMPBELL AT A MEETING OF SAID COUNCIL HELD ON THE UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE DAY OF SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE RE , 20 AND THAT SAID COUNCIL ACCEPTED, INVESTMENTS, INC. IN JA QUEST OF LEXOR SUBJECT TO IM RQVEMENT, ON BEHALF OF THE PUBLIC, ALL STREETS AND NUAR 2007. I HEREBY STATE THAT THIN PARCEL PORTIONS OF STREETS, AND EASEMENTS OFFERED FOR DEDICATION FOR MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF APPROVED TENTATIVE PARCEL MAP, IF ANY; THAT THE SURVEY IS TRUE AND DEDICATION; AND PURSUANT TO SECTION 66499.20 OF THE SUBDIVISION CO MPLETE AS SHOWN; THAT ALL THE MONUMENTS ARE OF THE CHARACTERAND OCCUPY THE POSITIONS INDICATED, MAP ACT SAID REAL PROPERTIES ARE BY THIS MAP MERGED. OR THAT THEY, WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR FROM THE DATE OF MAP RECORDATION; THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO f ENABLE THE SURVEY TO BE RETRACED. NE BY * PROF `ss/0 ITY CLERK CITY OF CAMPBELL0�, -4 OL R. BR NET_7n' LW_ R.C.E. 17186 . EXP. 6 -- 30-- 2007 NO. 17186 EXP. 6-fit?-07 a. r.l L RECORDER'S STATEMENT DATE` 0' CAL t F FILED THIS _ DAY OF 3L4^C,, 2001 AT '• �ej e-M. IN BOOK 6 OF MAPS, AT PAGE(S) �► � �.,� , _ CITY ENGINEER'SSTATEMENT SANTA CL.ARA COUNTY RECORDS, AT THE REQUEST OF HANNA & BRUNETTI, I HEREBY STATE THAT #HAVE EXAMINED THIS PARCEL MAP; THAT THE MAP IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE PARCEL FILE NO, FEE: ,PAID MAP, IF ANY, AND ANY APPROVFI) ALTERATION THEREOF; THAT ALL PROVISIONS OF THE CALIFORNIA SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME ;�' 'I rd�+�n �r�► E OF APPROVAL OF THE TENTATIVE #3Ar — COUNTY RECORDER. PARCEL MAP, IF REQUIRED, HAVE BEEN COMPLIED WITH, DEPUTY MICHELLE QUINNEY CITY ENGINEER 4 OFESSmNAI OF THE CITY OF CAMPBELL, CALIFORNIA �, M. 0 R.C.E. 44144 - EXP. 6-30--2007 Z-9 C 9441:4 40 7 DATE Exp. 06-30—Q7- f -- SOILS REPORT NOTE. OF � Ca►tl�° A SOILS REPORT FOR THIS PROJECT HAS BEEN PREPARED BY TERRASEARCH, INC. {PROJECT NO. III 17.G DATED `JUI'"E' �� .} �._ � ,- y �,. 0, 2t�06 AND IS ' ON F i.a.E IN THE_ _ ncFI r q I � �� ,CE OF HE .,I ., HEREBY STATE TH4T I AM c ENGINEER OI; E r�L SATI: � I£D .THAT THE PARCEL MAP IS CITY OF CAMPBELL. TECHNICALLY CORRECT. LAMP s CYRUS IA OUR 4 KIA,I,A,, L .S. 7515 EXP. 12--31-07 ` © - 0 Pit �- Z 4 -- 0 9� No. 7515 W. RINCON AVENUE E. RINCON AVENUE DATE Exp. 12 31 07 MISSION WAY VICINITY MAP NO SCALE w c z 0 rn ALICE AVENUE CHERRY LANE o D a SUNNYSIDE DRIVE CATALPA LANE PARCEL MAP CONSISTING OF TWO SHEETS BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 34 OF TOWNSHIP 7 SOUTH, RANGE 1 WEST, MT. DIABLO BASE AND MERIDIAN LYING ENTIRELY WITHIN THE CITY OF CAMPBELL, SANTA C LAR A COUNTY, CALIFORNIA BEING A LOT MERGER OF THE LANDS OF LEXOR INVESTM ENTS, INC. PER BOG, 1787932 MARCH, 2007 SCALE 1 " = 30' HANNA & BRUN I --- CIVIL ENGINEERS & LAND SURVEYO RS 7651 EI LEBERRY STREET - GILROY — . CALIFORNIA SHEET ONE OF TWO SHEETS _ I NI ' , C 111i document ha v1 • vvv.G.4. 0 c 13 I 0 rn W* R NCON AVENUE � i <S89'53'30"E> <645.14'> S89'53'00"E Basis Of Bearings 645.10' ` Centerline r. _ ._. E. RINCON AVENUE Q I Grant To City Of Campbell Original Right --Of--Way C? Centerline ----------- f- - -"Vi\- - - - _ _ _ Per Book 5590 O R Page 100 1 r � S 89<53'00" E 136.00' - N89.53'00"V 90.08' ((38.00'))� , 37.92' eSEE DETAIL U) Q 0) V.) a c r of c) Q°fig PUBLIC STREW DEDICATION 0)I off``' TO THE CITY OF CAMPBELL a' , ( �Q CO s t0 10 �. �'' �' 180 00 S F � � r n 0 , CF) 0 t �F Lot Line Removed ----_ 1 0 With This Map r 0 0;co KIT 0 � ' O 30.00' �- 18.00" o F—__,,.,..,_...._______.....,.__ ....,..__. ._...._ e1 C? Z"TT CURVE TABLE CURVE LENGTH RADIUS DELTA C 1 31.34' 20.00 89*46'33» 31.42' 90. LINE TABLE LIFE L1 LENGTH 2.00' BEARING S89'53'00"E I.2 20.00' S00006'28"E L3 3.00' N00<08'26"W L4 2.00' S89°53'00"E BASIS OF BEARINGS THE BEARINGS SHOWN ON THIS MAP ARE BASED ON THE CENTERLINE OF RINCON AVENUE AS FOUND MONUMENTED AND RECORDED AS NORTH 89' 53' 00" WEST IN BOOK 404 OF MAPS, AT PAGES 4 TO 5, SANTA CLARA COUNTY RECORDS. 0 ..... — — DENOTES SET 3/4" IRON PIPE, TAGGED RCE 17186. 0 -w- — -- DENOTES FOUND MONUMENT AS NOTED < > -- -- -- DENOTES RECORD DATA PER 719 MAPS 12--13 — -- --- DENOTES RECORD DATA PER 404 MAPS 4-5 �- -- �- DENOTES RECORD DATA PER 389 MAPS 1 DENOTES RECORD DATA 5608 O.R. 510 DENOTES RECORD DATA 7918 O.R. 359 << >> — — — DENOTES RECORD DATA DOC. 17879932 �- - DENOTES DISTINCTIVE BORDER LINE W.C. ., --. DENOTES WITNESS CORNER S{39 53 VV L1 20.00 # to 0 (D 0 01 co 0 r ` (b Z. 1 3/4" Iron Pipe, Open (Not Togged) In Monument Box, 0 PARCEL A z 0 Q r Q 4 LINE LENGTH RADIAL BEARING Shown On 719 Maps 12�-13, 404 Maps 4-�5, 173 Daps 36, Q a) r R1 20.00' S00*07'00"W 389 Maps 1 And/Or 651 Daps 23-24 PARCEL 2 +.� y «� 0<��'° "� 17,018 S.F.± acres± y a? -.r ° (0c� "r ::1 rn z FF s 2 3/4- Iran Pipe Togged LS 3470 Per 404 s Ma 44 5 99 P t+�, ,4 19 MAPS R (00.39 ` lM' r. 01 ,�to� � .p, C> O C) 0 tJ 3 3/4" Iron' Pipe, Opera (Not Tagged Bent), a ' A P. 0 } Shown On 719 Daps 12--13 1 1 3 -0 (01 0r « t��, C.) a lot0 °' �} v 0 1 t4 - CD Cli b r 01 # r t (nCA NOTES.- v v c" r rn # > 1) THE FOLLOWING MAY AFFECT THE PROPERTY SHOWN BUT CANNOT BE LOCATED FROM RECORD DATA: V r ""'; 0 ALL RIGHTS, OWNERSHIPS AND HOLDINGS OF EV?.RY KIND AND CHARACTER IN AND TO WATER DITCHES, FLUMES AND S89'53'00"E 64.98' S89'53'00"E 80.00' 20.00' r 45' AQUADUCTS, AND OTHER WATERWAYS AS CONVEYED ' TO THE SANTA CLARA VALLEY WATER COMPANY BY NEED RECORDED MISSION WAY � 0 OCTOBER 12, 1904 IN BOOK 283 OF DEEDS, AT PAGE 233, RECORDS OF SANTA CLARA COUNTY, CALIFORNIA. (Private) 404 MAPS 4-5 r e 2) ALL DISTANCES SHOWN ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. r O I 4 r V ` r� E -A4-n1Pw1&U'~ EN."LP MAP SUNNYSIDE DRIVE N89"53'00" W 90.08' ___-__w_ __�.____ �_ 37.92' r a Centerline CONSISTING OF TWO SHEETS X X { ,0 F THEAT f} f OD! 0 OF TOWWiHIP 7 SOUTH, RALOk 1 MAPS 23— 4 r co LYING ENTIRELY Y ITH I THE CITY OF CAM BELL, SANTA CLARA COUNTY, CALIFORNIA 389 MAPS 1 I N C4 CATALPA LANE BEING A LOT MERGED OF THE LANDS OF LE IS INVESTMENTS, INC. PER D C® 17879932 DETAIL (D N.T.S. Centerline .__ (�}n�j ;z q f{¢.}��}}(j�� f� �f}�f�i ��{jj�( _4 f i Y89*5V'3V"i7 4MM. aV 5 ) �q F'�/ 0) M s M C3 C7 04 c ks��t� 00, ' O MARCH, 2007 SCALE 1" = 30' HANNA 4 BRUN I - CIVIL ENGINEERS & LAND SURVEYORS SHEET TWO OF TWO SHEETS 0 OWNER I STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF OR HAVE SOME RIGHT, TITLE OR INTEREST IN AND TO THE REAL PROPERTY INCLUDED WITHIN THE HEREIN MAP; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID REAL PROPERTY, THAT WE HEREBY CONSENT TO THE PREPARATION AND FILING OF SAID MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. WE HEREBY OFFER FOR DEDICATION IN FEE SIMPLE TO PUBLIC USE ALL STREETS AND PORTIONS OF STREETS NOT PREVIOUSLY EXISTING AS SHOWN ON THE MAP AND ALSO DEDICATE TO PUBLIC USE EASEMENTS FOR ALL PUBLIC USES UNDER, UPON OR OVER SAID STREETS AND SAID PORTIONS THEREOF. OWNERS: LEXOR INVESTMENTS INC., A CALIFORNIA CORPORATION BY: 4>jac4A F. mese-NmAk-i BY: ITS: ,'f ITS: TRUSTEE: FIDELITY NATIONAL TITLE COMPANY, A CALIFORNIA CORPORATION DEED OF TRUST RECORDED JULY 1, 2004, INSTRUMENT NO. 17879933, OFFICIAL RECORDS OF SANTA CLARA COUNTY, CALIFORNIA. woo BY: BY: ITS: ITS: OWNER'S ACKNOWLEDGEMENT STATE OF CALIFORNIA SS COUNTY OF ON + 2rt l " .. `"1 -BEFORE ME, s�-%4.tt `-j A NOTARY PUBLIC IN ANI) FOR SAID STATE, PERSONALLY APPEAR: 'D PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF j SATISFACTORY EVIDENCE) TO BE THE PERSONS) WHOSE NAMEH IS%RE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME Ii FIIS'UTHORI2ED CAPACITY( , AND THAT BY HIS/+G`42 SIGNATURE'{'} ON THE INSTRUMENT THE PERSON' , OR THE ENTITY UPON BEHALF OF WHICH THE. PERSON(-S} ACTED, EXECUTED THE INSTRUMENT. f WITNESS MY HAND, NO � ARY'S SIGNATURE ... NOTARY'S TYPED NAME NOTARY'S COMMISSION NO. 1 "S c>z c> EXPIRES 2. f 2-(0lAel0q PRINCIPAL PLACE OF BUS'NESS Lps Cpa%A o TRUSTEIE.,.'.S ACKNOWLEDGEMENT STATE OF CALIFORNIA SS COUNTY OF * rl ON BEFORE ME,Lau to Hi a - A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APP A ED N TO ME (OR PROVED .:TO ME ON THE BASIS OF ATISFACTORY EVIDEN E THE PERSON(S) WHOSE NAMES} S SUBS=BED TO THE WITHIN INSTRUMENT AND AC EGGED TO THAT �ec%3p�T EXECUTED THE SA H TIC 'R AUTHORIZED CAPACITY(IES), AND THAT BY '" HER R SIGNATURE(S) ON THE INSTRUMENT THE PERSONS), OR T1TY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EX UTED THE INSTRUMENT. WITNESS MY H NOTARY'S SI ATUR► NOTARY'S TYPED NAME . i� i'' +� ! is NOTARY'S COMMISSION NO. 10.__._. EXPIRES +M j--- 2o0 10 PRINCIPAL PLACE OF BUSINESS 54X . CIA. ram. ,%0.%l.ITY CLERWS I HEREBY STATE THAT THIS MAP, DESIGNATED AS A PARCEL MAP, CONSISTING OF TWO (2) SHEETS, WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF CAMPBELL AT A MEETING OF SAID COUNCIL HELD ON THE 3""* DAY OF kRa , 20 0*7 AND THAT SAID COUNCIL. ACCEPTED, SUBJECT TO IMPROVEMENT, ON BEHALF OF THE PUBLIC, ALL STREETS AND PORTIONS OF STREETS, AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION; AND PURSUANT TO SECTION 6649920 j OF THE SUBDIVISION MAP ACT SAID REAL PROPERTIES ARE BY THIS MAP MERGED. E BY 14 N..j' CLERK CITY OF CAMPBELL RECORDER'S STATEMENT .., �11 FILED THfIS '�"1444t DAY OF1;:20 r AT i„ 4•, BOOK PAGE(S) O, f 0 SANTA CLARA COUNTY RECORDS, AT THE REQUEST OF HANNA & BRUNEffI. FILE N0. FEE: � Q, t�.� ,PAID 6a�G IIAAd►+Wsdf Y�C , A-laAulC, -COUNTY RECORDER ti BY: DEPUTY Jr — DATE L SOILS REPORT NOTE - A SOILS REPORT FOR THIS PROJECT HAS BEEN PREPARED BY TERRASEARCH, INC. (PROJECT NO. 11117.E) DATED . JUNE 10, 2006 AND IS ON FILE IN THE. OFFICE OF THE CITY ENGINEER OF THE CITY OF CAMPBELL. W. RINCON AVENUE E. RINCON AVENUE E c� ALICE AVENUE CHERRY LANE o VICINITY MAP' NO SCALE CATALPA LANE SUNNYSIDE DRIVE THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF LEXOR INVESTMENTS, INC. IN JANUARY, 2007. I HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE PARCEL MAP, IF ANY; THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN; THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR FROM THE DATE OF MAP RECORDATION; THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. or a QgCFESSIO -AKOM R. BRI NETTI R.C.E. 17186 EXP. 6-30-2007 c� a NO. 17186La �`• rn �� ca EXP. 6-30-07 't. O/V # L tQ' DATE 01' CAI- If CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS PARCEL MAP; THAT THE MAP IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE PARCEL MAP, IF ANY, AND ANY APPROVFn ALTERATION THEREOF; THAT ALL PROVISIONS OF THE CALIFORNIA SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE PARCEL MAP, IF REQUIRED, HAVE BEEN COMPLIED WITH. MICHELLE QUINNEY --- CITY ENGINEER QR4VFSS1Qy,�� OF THE CITY OF CAMPBELL, CALIFORNIA w�{`� ��,�� I `11 R.C.E. 44144 - EXP. 6-•-30-2001,y t C 0441 J 4 Exp. 06-30-07 Ar or I HEREBY STATE THAT I AM SATIQrIED THAT THE PARCEL MAP IS TECHNICALLY CORRECT. k,4�� LAND CYRUS IA OUR �S Ki,�, R y L .S. 7515 EXP. 12-31 -07 �� Al`� Z — ? No. 7515 DATE Exp. 3 1 Z07 or C�l�� PARCEL MAP CONSISTING OF TWO SHEETS BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 34 OF TOWNSHIP 7 SOUTH, -RANGE 1 WEST, MT.. DIABLO BASE AND MERIDIAN LYING ENTIRELY WITHIN THE CITY OF CAMPBELL, SANTA CLARA COUNTY, CALIFORNIA BEING A LOT MERGER 0F THE LANDS OF LEXOR INVESTMENTS, INC. PER DOC. 17879932 MARCH, 2007 SCALE 1 " = 30' HANNA & BRUNE171 - CIVIL ENGINEERS & LAND SURVEYORS SHEET ONE OF TWO SHEETS 0 . z rw*t { 3 I di Iwo RtNCON AVENUE - <S89'53'30"E> 4:" C645.14'>0 S89'53'00"E Basis Of Bearings 645.10' Centerline Ee RR Grant To City Of Campbell _ Original Right -Of -Way_____ _ __ - _ _ Per Book 5590 O.R. Page 100 ___-___-_____ __------ r _ N89°53'00"W 90.08' {(38.00')) 37.92' W BEE DETAIL. © t rn , o � ' rn PUBLIC STREET DEDICATION TION .l 0) Nt m I I`�,�'` TO THE C .' OF O P ELL. � � 0 •\ 5 180.00 S.F.± 6 0) !/�p..?�' v V � 5�d Lot Line Removed With. This Map p .f co 0 Q j + ' 0 ./ f o 1 o 30-00 MINIMUMS89®53'00"E L: 20.00' of ° TT {} 1 L1 Oq W 1 PARCELQ p 01 00 ::5 PARCEL 2 PISo 0)0) rn 17,018 S.F.f a? ; o # cn 719 MAPS 12--13 �<��© ! ' 0,39 aeresf � 0 rr r i (D � { >t?' � co a<a o o Q a to V (0 to Lo 01 Y - r' f `ti.,.✓' f 9f A �, f f9 S89 53 00 E 64.98 S89 53 00 E 20.00 ' 1 cn ..".80.00 9 45 1 MISSION WAY2 J ; 0 a 404 MAPS 4-5 (Private) `� r ti n a o :. I rrl # -sA I� 0 f 0) _ f V ,,. Z. ft jn i 11 \j SUNNYSIDE L4 4 M89053'00"W 90.08' -------------------- " 37.92' � � � Centerline 4y May M 00 WA pm/s 000 0 0/ 0 001,010, 651 MAPS 23-24 , CO 389 MAPS 1 l CATALPA LANE Ceri 6rline [N89°6'30"W] s o" 0011 CON AVENUE Centerline CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 31.34' 1 20.00 8 °45° 3" 31.42' 90' e � •e W, BASIS OF BEARINGS THE BEARINGS SHOWN ON THIS MAP ARE BASED ON THE CENTERtfNE OF RINCON AVENUE AS' FOUND MONUNfENTED AND RECORDED AS NORTH 89' 53' 00" WEST IN BOOK 404 OF MAPS, AT PAGES 4 TO 5, SANTA CLARA COUNTY RECORDS. LEGEND DENOTES SET 3 f 4" IRON PIPE, TAGGED #SCE 17186. DENOTES FOUND -MONUMENT AS NOTED < > — - -- DENOTES RECORD DATA PER 719 DAPS 12-13 — — -- DENOTES RECORD DATA PER 404 MAPS 4-5 [ -- — -- DENOTES RECORD DATA PER 389 MAPS 1 DEMOTES RECORD DATA 5608 O.R. 510 DENOTES RECORD DATA 7918 O.R. 359 J >> _ — -- DEMOTES RECORD' DATA DOC. 17879932 -- -- — DENOTES DISTINCTIVE BORDER LINE W.C. DENOTES WITNESS CORNER FOUND MONUMENTATION 3/4" Iron -Pipe,' Open (Not Tagged) In Monument Box, Shown , On 719 harps 12--13, 404 Maps 4--5, 173 Maps 36, - 389 Maps 1 And/Or 651 Mares 23--24 3/4" Iran Pape Tagged LS 3470 Per 404 Maps 4-5 3 f 4" Iron Pipe., Open (Not Togged Bent), Shown On 719 Maps 12-13 • NOTES: 1 THE FOLLOWING MAY AFFECT. THE PROPERTY SHOWN BUT CANNOT DE LOCATED ti FROM RECORD DATA ALL RIGHTS, OWNERSHIPS AND HOLDINGS OF 'EERY KIND AND CHARACTER IN - AN T D O WATER DITCHES, FLUMES AND AQUADUGTS, AND OTHER WATERWAYS AS CONVEYED TO THE SANTA CLARA VALLEY WATER COMPANY BY DEED RECORD DED ED OCTOBER 12, 1904 IN BOOK 283 OF DEEDS, AT PACE 233, RECORDS OF SANTA CLARA COUNTY, CALIFORNIA. 2) ALL DISTANCES SHOWN ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. DRIVE PARCEL MAP CONSISTING OF TWO SHEETS BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 34 OF TOWNSHIP 7 SOUTH, RANGE 1 WEST, MT. DIABLO BASE 'AN D MERIDIAN LYING ENTIRELY WITHIN THE CITY OF CAMPBELL, SANTA CLARA COUNTY, CALIFORNIA BEING A LOT, MERGER OF THE LANDS OF LEXOR INVESTMENTS, INC. PER DOC, 17879932 MARCH, 200 SCALE 1 " = 30' HANNA & BRUNETTI CIVIL ENGINEERS & LAND SURVEYORS SHEET TWO OF TWO SHEETS PARCEL MAP CONSISTING OF TWO SHEETS BEING A PORTION OF THE NORTHEAST 1/4 OF SECTION 34 OF TOWNSHIP 7 SOUTH, RANGE 1 WEST, MT. DIABLO BASE 'AN D MERIDIAN LYING ENTIRELY WITHIN THE CITY OF CAMPBELL, SANTA CLARA COUNTY, CALIFORNIA BEING A LOT, MERGER OF THE LANDS OF LEXOR INVESTMENTS, INC. PER DOC, 17879932 MARCH, 200 SCALE 1 " = 30' HANNA & BRUNETTI CIVIL ENGINEERS & LAND SURVEYORS SHEET TWO OF TWO SHEETS Ap Z as OF 1 Z 01 z a I A A w t: X&JI U 11K, 1 0 A Max Ila �w AML Abil INSTRUMENT THE PERSON�(S) OR TO TITY UPON BEHALF� 0 CH MAP VICINITY'., - THE PERSON(S ACTED, E UTED THE INSTIRLYMEN T. A f NO SCALE MTNESS MY H, kwoo$ it A f Al A g CITY CLERK'S STATEMENT I HEREBY STATE THAT THIS MAP, DESIGNATED AS A- PARCEL MAP, CONSISTING OF TWO (2) SHEETS, WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF CAMPBELL AT A MEETING OF SAID COUNCIL HELD ON THE DAY OF tkgc,a —, 20 AND THAT SAID COUNCIL ACCEPTED, SUBJECT TO IMPROVEMENT, ON BEHALF OF THE PUBLIC, ALL STREETS AND PORTIONS OF STREETS, AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION; AND PURSUANT TO SECTION 66499.20 OF THE SUBDIVISION MAP ACT SAID REAL PROPERTIES ARE BY THIS MAP MERGED. �ITY CLtRK-'O� CITY OF CAMPBELL RECORDER'S STATEMENT, FILED THIS j2j"� DAY OF O LtnG '20 01 AT gs4� P.M. IN BOOK OF MAPS, AT PAGE(S) 3Q�j , SANTA CLARA COUNTY RECORDS, AT THE REQUEST OF HANNA & BRUNETTI. FILE NO. C116 FEE: 00,PAID %f% A-f&7COUNTY OUaNvTY RECORDER BY: DEPUTY SOILS REPORT NOTE A SOILS REPORT FOR THIS PROJECT HAS BEEN PREPARED BY TERRASEARCH, INC. (PROJECT NO. 111 17.G) DATED DUNE 710s 2006 AND IS ON FILE IN THE OFFICE OF THE CITY ENGINEER OF THE CITY OF CAMPBELL. W. RINCON AVENUE E. RINCON AVENUE 60 z m MISSION 'WAY 0 m X ALICE AVENUE CHERRY LANE w 0 NOTARY'S TYPE' NAME CATALPA LANE NOTARY'S COMMISSION NOA EXPIRES ',tZO PRINCIPAL PLACE OF BUSINESS �a n"�`0. CrA.1r�t. �� SUNNYSIDE DRIVE ENGIN.E.ER"S, STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS, BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF LEXOR INVESTMENTS, INC. IN JANIJAM', 2007. 1 HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED -OR- CONDITIONALLY APPROVED TENTATIVE PARCEL MAP, IF ANY; THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN; THAT `ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY, WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR FROM THE DATE OF MAP RECORDATION; THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT'" TO ENABLE THE SURVEY TO BE RETRACED. 010 FESS/0 wl�f�OL R. BROLLLLL v , E. 17186 R.C. EXP. 6-30-2007 ca NO 17186 EXP. 6-30-07 O/VIL DATE CAS - IT ENGINEER 9 S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS PARCEL MAP; THAT THE MAP IS SUBSTANTIALLY THE SAME AS IT APPEARED ON ' THE, TENTATIVE PARCEL MAP, IF ANY, AND ANY APPROVFI) ALTERATION THEREOF; -THAT ALL PROVISIONS OF THE CALIFORNIA SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE 'fIME OF APPROVAL OF THE TENTATIVE PARCEL MAP, IF REQUIRED,, HAVE BEEN- COMPLIED WITH. ESS MICHELLE QUI:NNEY - CITY ENGINEER M. OF THE CITY OF CAMPBELL, CALIFORNIA R.C.E. 44144 - EXP. 6-30-2007 ti C 0441 e 4 DATE Exp. 06730-07 cl 0 -F , c I HEREBY STATE THAT I AM SATI!`:ZFIED THAT THE PARCEL MAP is TECHNICALLY CORRECT. 1 CYRUS At OUR - 00 KIA L.S. 75 EX. 12-31-07 0 % No. 7515 4- C DATE Ex.p. 12Z3IZ07 OF c