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ENC2015-00091
INSURANCE REQUIREMENTS CHECKLIST Permit# CIP Project# Consultant/Contractor: O�C The following insurance is required of all consultants/contractors working in the City of Campbell public right-of-way. Insurance certificates must be accepted by City staff before work can begin. These insurance requirements apply to Work being performed under an Encroachment Permit and work being performed under contract for Capital Improvement Projects. Limits Commercial General Liability for bodily, personal injury and property damage: `ef� $1,000,000 per occurrence, and o $1,000,000 general aggregate limit applying separately to the project, or ;ef-. $2,000,000 general aggregate limit. V-Policy expiration date f a a- I ce Automotive Liability: "Any Auto" checked on certificate _;$1,000,000 per accident for bodily injury and property damage olicy expiration date �f 1� Workers' Compensation and Employer's Liability `6- Waiver of Subrogation clause )a—$1,000,000 per accident for bodily injury or disease 7�Policy expiration date Va ` 1 Course of Construction (if required in Special Provisions) ❑ Completed value of the project ❑ Policy expiration date Required Endorsements to General Liability and Automobile Liability Policies Additional Insured Endorsement: qYQThe City, its officers, employees and volunteers are named as additional insured. .(Reference Project Location/Permit Number) ❑ The insurance coverage afforded to the Additional Insured is primary insurance. Cancellation area: ❑ Cancellation area of certificate edited to delete "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". OR should say: Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions. Workers' Compensation Insurance Sheet Submitted For General Contractor o For Developer or Owner J:\FORMS\Templates\Insurance Requirements\Insurance Requirements Cklist.doc (Rev 02 14) Page 1 Acceptability of Insurer(s) ❑ Insurer(s) has current A.M. Best Rating of A:VII and is authorized to transact business in the State of California. / Name: 0.y afo'l 5 N-AIC# Rating: V 1�} 4 � Authorized in CA: Name: \Nc�k �Mec�c �n5� NAIC# 3g3Rating: �V Authorized'in CA: Name: S \,jC NAIC# i� ��Rating: $ V' Authorized in CA. VX Name: ;nS \2. j\OSc= ca - NAIC# Rating: 1�- V l 1 Authorized in CA: �aCI _\S` ❑ ampbell Business License# Expiration: Insurance Certificate Reviewed f CP Initia Date QCopy of Insurance Certificate placed in tickle one month prior to expiration. CA,CND J:\FORMS\Templates\Insurance Requirements\Insurance Requirements Cklist.doc (Rev 02 14) Page 2 DATE(MM/DD/YYYY) ACORO CERTIFIC*►-A E OF LIABILITY INSURE:RICE 3/11/2016 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 CAME:ONTACT N Ann Martino BB&T-Tanner Insurance Services P"c"0 92 -598-2526 FatAt No:888-770-1 45 4480 Willow Road E-MAIL Pleasanton CA 94588 ADDREss:AM ino band .com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Navl a r I I Insurance INSURED 307BYLDACOR INSURER B:West American Insurance Company 4393 Byldan Corporation INSURER C:Everest National Insurance o 10120 P O Box 60970 INSURER D:Kinsale Insurance Company 8920 Palo Alto, CA 94306 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1901556223 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYYI (MM/DD1YYYYI LIMITS A GENERAL LIABILITY Y Y SFI5CGL0186411C 5/22/2015 5/22/2016 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $50,000 CLAIMS-MADE X1 OCCUR MED EXP(Any one person) $5,000 X 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 $ B AUTOMOBILE LIABILITY BAW1756376733 2/23/2016 2/23/2017 Ea accident) $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident D UMBRELLA LIAB N OCCUR 01000227731 5/22/2015 5/22/2016 EACH OCCURRENCE $5,000;000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION CA10001263151 10/1/2015 10/1/2016 X I WC STATU- I I OTH- AND EMPLOYERS'LIABILITY Y/N Y ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEd$1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1.000,000 LE DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) Certificate holder is an Addtional Insured with respects to General Liability per attach additional insured form: CG 20 12 04 13. Waiver of Subrogation applies: CIS 24 04 05 09 and Primary and Non-Contributory wording applies per endorsement attached: CIS 20 01 04 13. "The attached forms apply as required per written contract or written agreement between the listed parties and the insured,which are subject to the policy provisions. In the absence of such written contract or written agreement the attached forms may not be applicable. Re:Winchester Boulevard Partners, LLC,2295&2305 S.Winchester Blvd, Campbell, CA 95008. (New Construction mixed use 16 unit apartment building project). See Attached... G (3OR t CERTIFICATE HOLDER J CANCELLATION 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 70t N 1 st Street AUTHORIZED REPRESENTATIVE Campbell CA 95008 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD PUtiL.✓rVVORKS DEPARTMENT LAND DEVELOPN.,— Effective July 1,2014 ..to: City Clerk PUBLIC WORKS FILE NO. ENC2015- Cnr�� PROPERTY ADDRESS 2295-2305 Winchester Blvd. Please collect&receipt for the following monies: MOUNT: ,T : I .1i �., , I -, , h �.r I 1� 1, ,;, , LAND qtOtLd kt T"',",P N 4722 Encroachment Permit Application Fee Non-Utility Encroachment Permit Major a$1 0,000 $385.00 $385.00 Minor Encroachment Permit<sio,000 $220.00 Initial R-1 Permit N/C Subseque tR-1 Permits within Two Year Period $220.00 Inspection Fee Minimum Charge per Location $385.00 Street Tree Planting/Removal N/C 2203 ($500 per Tree Planting Deposit Required) $500.00/tree 2203 Plan Check Deposit 2%of Engineer's Estimate $500.00 min 77 Utility and R-1 Permits no deposit required 4722 Grading&Drainage Plan Review Single Family Lot $270.00 Site< 10,000 S.f. $810.00 Site�t 10,000 s.f. <0.5 Acre $1,081.00 Site?:0.5 Acre $1,621.00 $1,621.00 4722 NPDES Review(C3 Requirements) For protects not required to submit numeric sizing $156.00 For projects required to submit numeric sizing - Impervious Area 10,000 Sq. Ft to 1 Acre $676.00 - $676.06 Impervious Area 1 Acre or more $884.00 4722 For pro*ects sent to Consultant for review Consultant Cost+20% Plan Check&Inspection Fee(Non-Utility) 4722 Engr Est. <$250,000 14%of Engineer's Estimate 2203 Eng : Est. �:$250,000 and<$500,000 $35,000+8%of Engineers Estimate 2203 Enqr. Est. >_$500,000 $55,000+7%of Engineers Estimate 2203 Ememenc Cash Deposit 4%of Enqr. Est.*($500 minl$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 Map(4 Lots or Less) $3,850.00+$83/lot 4722 Final Tract Map(5 or More Lots) $4,681.00+$114/lot $4,795.00 2203 Monumentation Security(Refundable Deposit) '100%of City's Monumentation Estimate 4920 Parkland Dedication Fee(75%/25%*Due Upon Cert. of Occupancy) 4722 Lot Line Adjustment(includes Certificate of Compliance) $1,820.00 4722 Vacation of Public Streets&Easements $2,434.00 $1,217.00 4722 Certificate of Compliance $1,800.00 4722 Certificate of Correction $540.00 4722_ Appeal Filing Fee $200.00 4722 No (per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $860.00 Each Additional Lot $270.00 511.74241 Postage TOTAL $12,692.77 NAME OF APPLICANT NAME OF PAYOR PHONE (r ADDRESS ZIP -P FOR ,.ECEIVEp v, 0, Mr, CITY CLERK 0, hi "S i Ir "Z,; ONLY 23',-9� -) Q C:1U..'sU.YF4lPID.I.I�ic..ft\W.d. NT— .ly ht—t FilesXC..I..I.Outl-kk7WM89MO5Te.A. 2-2�1 lazo I -I-) i SCI, 5 PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2015 TO: Finance JUBtI ,WORKS FILE NO. ENC2015-00091 lco44 .PROPERTY ADDRESS 2295-2305 Winchester Blvd. Please collect&rec pt for the following monies: AMOUNT'-s:�--", 6, L'AND:DEVELOPMENT, 4722 Encroachment Permit Aprlication Fee Non-Utility Encroachment Permit Major�:$l 0,000 $395.00 Minor Encroachment Permit<sio,000 $225.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $225.00 Sty Inspection Fee Minimum Charge per Location $390.00 Street Tree Planting/Removal N/C 22031 ($500 per Tree Planting Deposit Required) $500.001tree 2203 Plan Check Deposit 2%of Engineer's Estimate $500.00 min G4 4 Utility and R-1 Permits no deposit required 4722 Grading&Drainage Plan Review Single Family Lot $275.00 Site<10,000 s.f. $825.00 Site 10,000 s.f.<0.5 Acre $1,105.00 Site 0.5 Acre $1,655.00 4722 NPDES Review(C3 Requirements) For protects not required to submit numeric sizing $160.00 For projects required to submit numeric sizing Impervious Area 10,000 Sq.Ft to 1 Acre $690.00 Impervious Area I Acre or more $900.00 4722 For promects sent to Consultant for review Consultant Cost+20% 4722 Additional stormwater treatment facilities $300 ea Plan Check&Inspection Fee(Non-Utility) 4722 Engr.Est.<$250,000 14%of Engineer's Estimate $32,060. 2203 Enqr.Est.�:$250,000 and 5$500,000 $35,000+8%of Engineers Estimate 2203 Engr.Est. >$500,000 $55,000+7%of Engineers Estimate 2203 Emergency Cash Deposit 4%of Engr.Est.*($500 min/$10,000 Max) 2203 Faithful Performance Security(FPS)be—posit 100%of ENGR.EST.* 2203 Labor and Materials Security 100%of EN GR.EST.* 4721 Storm Drainage Area Fee Per Acre R-1 $2,120.00 (Multi-Res$2,385.00) (All Other$2,650.00) $1,484. 4722 Parcel Map(4 Lots or Less) 5;3.930.00+wkblllf - 4722 Final Tract Map(5 or More Lots) $4,775.00+$116/lot 2203 Monumentation Security 100%of City's Monumentation Estimate $7,500.00 4920 Parkland Dedication Fee(Remaining 25%will be Due Upon Cert.of Occupancy) $122,220.00 4722 Lot Line Adjustment(includes Certificate of Compliance) $1,856.00 4722 Vacation of Public Streets&Easements $2,480.00 47221 Certificate of Compliance $1,840.00 4722 Certificate of Correction $550.00 4722 Document Recording Fees $15-001first page$3 ea.Additional 4722 Private Improvement in Public ROW $50.00 4722 Approved Plan Revision Fee $1 00/sheet 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $877.00 Each Additional Lot $275.00 511.74241 Postage MISCELL NEOUS"'K�a 7 *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $172,424.00 NAME OF APPLICANT WINCWESTEO BOLL t-6V ALRb PIN-P-171L EL'51 L C- NAME OF PAYOR E F \A/ PHONE ADDRESS L-To CIS ZIP 9 402--:�) x V FOR R E E D'B Y. CITY CLERK aR 00' k1 ONLY ec 07) LID E.i EY OF CA IrIPPELL CITY OF I:ta>1rljEi OF CAMP BELL 1��C r.�. CASHIER ; }1��'t..%'i }"'} �j { 1'}:_�'+ +, CITY I "!� U.OIG� .:J30 kELJ� t 1 uA5NiE1. 1 s,! ,,.t,_ RECV1 BY. CASHIER 1000'2624-'O P -EFF , MOT , AlOR: E,FREY �!AR"I' TH } tl i, ! A'Y CR: „�r, Nr�hi?v i N � ' ? F� +"(f PAYOR. JEFFREY WWARMOTH TOI}AY7S 02111.116 TOI}RY'S DATE, 02/11/16 TOIiAY'S DATE: 02111116 REGISTER DATE: j?2/11/16 TIME: 00400 REGISTER DATE. Ot/11/1,4 TIME- 00,1.70 REGISTER DATE: 02/11/16 'IME: 00a00 1}ES�IF°T'ita�} ?t°f0;.NT DESCRIPTION A°iOldT DESCRIPTION A-0UNT COOT B.ENf:201sOCi(?O 1 OUST III:ENCL'Ci10-000ti'1 LUST ID:Eiti,2015-'009 REF DEPOSIT - 1o.,5 .. r:,... EJ 7 n SUBDIV FILINi F ;5 C JnL :cc.r DEPOSIT.— ILA «7.50,1+.00 -------------------'_. .____._._--'----------- TOTAL DUEA TOTK DUE: $9,160.00 tart TOTAL I}T1�.> 7�i o i.t4}L{,k1t.: TENDERED: 9,:.�lv.;?{� TENDERED: ;3 , h TENDERED: $7,500.00 CHANGE: $00 CHANGE: CHANGE: $"0 CREDIT CARDk $ ,160.00 CREDIT CART}; i3L,05i}.00 CREDIT CARD: #7yL' oo i REF NUM, REF s'j i. REF NUM: ;Y:i C'] C`5 -..{ rr•, C"5 ,,.V ":rt "i ;4 :"C, r�7 r."; _•.1 _'C C7 r.-'r ;r7 _.i ..n •:n tTl "�� : I'fl -'I r:" rn t'I'I H X=• Krl frl -•--0 T: t., -T'i Yn T• .',:: [J G'S G(7 C;;l •'' r "'rl fri 1'• ,'.Crl ty7 Ut z ,�,: -• 7 1"�:� v.: M„^_I ...•I 14:1 H .h' C5 a. "+ fTt c.: , .,.•( Cal Y.., �:ry CJ �� �_• 4..., r;5 R'{ _.., :1i fi] - t G""! .�55 C':, h`! t... 1 wa C:_ -•-.I TTl ••a.. I...t h.,i _..i .. . r^.. 17l �„i C"t _C �': r7 .s ,t"•r,•j 'ri .,o �j t-xi C.Y7 s-t k]:Y vs n. ,;-, r,_v .o ....; :.ri r•-, �.' .s.. :C^ .. "G�• fr'1 w r: t•n P" _..„ ep r,.., Rl Ct r-7 C1':. ..'1 .r; 5:-, "_ C_, ;.� ;p:• •; ..r.i C.5 � � i'i•7 C'S s._ :!:^ __{ Ca5 �r5 1J{ .s P.5 .....i ;•rl `:Cy 7'^ C^, r".p P.;1 --i rn C ['., ! `Tt Ct t'rl vs tt"I l'1'S h•i 4-, -•-i h:.1 r-^5. t'rl vv C-;-,I tMrTxr5ll wI.i .r'.:1 CI'`,,.;)1 -�i.": :h1.'t"r.i7: —,.,;1 � �f''1 Tr-+•i Cr,,�f;i, �,r^�:;7I cr„J! tU' K. C.' r7lI Trl -a11"r; e•e. h"� ;r. ti7• i^� L:5 w�: i.... rs�! rit. +:ri tT'I -T h-. •..... 6•-� _...� _l:+• � P..S 1'•.J «'i7 'f7 �;; re. rY' :t;a. i.e. i^+• v. I,.� i.... rT• ;CC � K, 7•,:, t'n fir• U r5 G t '? I C'J �-, Gry C_5 •kFr i a:r,• -!1 Mrl r-� •'-•1 fT'1 Y J a r C^7 rrt• i .�. nn G`..l t'.,;t 1 l"+5 rY �-� ,.W. I i.e. f„t ln.7 t'. i „'•1 J . I •n CJ t+J I v n I I'•.5 I r"Gt ! rwa PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2015 TO: Finance PUBLIC WORKS FILE NO. ENC2015-00091 PROPERTY ADDRESS 2295-2305 Winchester Blvd. Please collect&receipt for the following monies: ACCT ` ITEM Z AMOUNT ma r i:AND;DEVELOPMENT 4722 Encroachment Permit Application Fee Non-Utility Encroachment Permit Major>_$10 000 $395.00 Minor Encroachment Permit<$fo 000 $225.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $225.00 Inspection Fee Minimum Charge per Location $390.00 Street Tree Planting/Removal N/C 2203 $500 per Tree Planting Deposit Required) $500.00/tree 22031 Plan Check Deposit 2%of Engineer's Estimate $500.00 min Utility and R-1 Permits no deposit required 4722 Grading&Drainage Plan Review Single Family Lot $275.00 Site< 10,000 s.f. $825.00 Site>_10,000 s.f.<0.5 Acre $1 105.00 Site>_0.5 Acre $1 655.00 4722 NPDES Review C3 Requirements) For projects not required to submit numeric sizing $160.00 For projects required to submit numeric sizing Impervious Area 10,000 S . Ft to 1 Acre $690.00 Impervious Area 1 Acre or more $900.00 4722 For pro'ects sent to Consultant for review Consultant Cost+20% 4722 Additional stormwater treatment facilities $300 ea Plan Check&Inspection Fee(Non-Utility) 4722 En r.Est.<$250,000 14%of Engineer's Estimate $32,060.00 2203 En r. Est.>_$250,000 and 5$500 000 $35 000+8%of Engineers Estimate 2203 En r. Est. >$500 000 $55 000+7%of Engineers Estimate 2203 Emergency Cash Deposit 4%of En r.Est.* $500 min/$10,000 Max $9,160.00 2203 Faithful Performance Security FPS Deposit 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 $1,484.00 4722 Parcel Ma 4 Lots or Less $3 930.00+$85/lot 4722 Final Tract Ma 5 or More Lots $4 775.00+$116/lot 2203 Monumentation Security 100%of Ci 's Monumentation Estimate $7,500.00 4920 Parkland Dedication Fee(Remaining 25%will be Due Upon Cert.of Occupancy) $122,220.00 4722 Lot Line Ad'ustment Includes Certificate of Compliance) $1 856.00 4722 Vacation of Public Streets&Easements $2 480.00 4722 Certificate of Compliance $1 840.00 4722 Certificate of Correction $550.00 4722 Document Recording Fees $15.00/first page$3 ea.Additional 4722 Private Improvement in Public ROW $50.00 4722 Approved Plan Revision Fee $100/sheet 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $877.00 Each Additional Lot $275.00 51174241 Postage MIS'CEL1 ANEOUS7 ~ N i *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $172,424.00 NAME OF APPLICANT NAME OF PAYOR PHONE ADDRESS ZIP FOR RECEIVED:BY Nw x CITY CLERK � , 4 , ONLY Date Recei t# J:LLaitlDeMlai Chak Canmmtslt-Spsilc Praja¢-Aclne Prgect m Progress\Wirchester BIW R795.230SFee5lFees&Oeprsits.tls CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT CLEARANCE FOR NOTICE OF RELEASE OF RECORDED STREETJM.PROVEMENT AGREEMENT Encroachment Per "it # ENC2015-0009)1,) Property Address 2295 & 2305 S. Winchester Blvd. Date Street Improvement Agreement recorded 3/1/16 Date of Final Acceptance Letter 5/15/18 Date of One-Year Maintenance Acceptance Letter4/29/19 All deposits refunded (Date of last refund) 4/29/19 Date Permit archived: — Processed by: Reviewed By: Inspector Reviewed by: \PA� _S Land Development Eng ne r Date Check Request Submitted to Finance for Recording Fee Date Notice of Release sent for recording: i \\Honouliuli.cityhall.ci.campbell.ca.us.local\Profile_Data$\joannat\Desktop\My Forms\Checklist-Release of Street Improvement Agreement.doc(Rev. 10/11) TO BE RECORDED WITHOUT FEE SECTION 6103 GOVERNMENT CODE AT THE REQUEST OF CITY OF CAMPBELL RJECany . UMENT: 23233531 Pages: 11 Recording Requested by: Fees. . . . No Fees APR �12016 Taxes. . . City of Campbell Cop CITY CLER�'S UFFIGE AMT I PA 1 D When recorded mail to: ) REGINA ALCOMENDRAS RDE # 026 City Clerk ) SANTA CLARA COUNTY RECORDER 3/01/2016 CityClCampbell ) Recorded at the request of -2:06 PM of 70 North First Street ) City Campbell, CA 95008 ) �c_N1 �� a33s31 APN: 305-34-004,005 (Space above this line for Recorder's use only.) ADDRESS: 2295&2305 S Winchester Blvd.,Campbell CA 95008 STREET IMPROVEMENT AGREEMENT RECITALS THIS AGREEMENT, identified by File No(s). ENC2015-00091, is entered into this [o fy day of Fr bvua •-y 20.1-6, by and between WINCHESTER BOULEVARD PARTNERS, 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 January 6, 2015 the City Council granted conditional approval of a Planned Development - Permit (PLN2014-140) and Tentative Subdivision Map (PLN2014-141) for that certain real property described in Exhibit A attached hereto and incorporated as though fully set forth herein, and commonly known as 2295 & 2305 S 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 cost and expense from the Owner, or his/her successors. J:\LandDev\Forms\2.AGREEMENTS-PIA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doc(Revl 1/13) 1 1 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 Cy 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 10 or 11 of this Agreement. 3:\LandDev\Forms\2.AGREEMENTS-PTA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doc Rev 05/15 2 RIGHT-OF-WAY ACQUISITION (9) 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. (9) 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 (10) 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. (11) 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 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. (12) The Owner and his/her successors shall also indemnify, defend and hold harmless the J:\LandDev\Forms\2.AGREEMENTS-PIA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doc Rev 05/15 3 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. (13) 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. (14) 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. (15) 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 95; 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, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. 3:\LandDev\Forms\2.AGREEMENTS-PIA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doe Rev 05/15 4 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 limits as required by the Labor Code of the State of California and Employer's Liability limits of$1,000,000 per accident. It is a requirement of this Agreement that any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits set forth in this Agreement shall be available to the City as an additional insured. Furthermore, the requirements for coverage and limits shall be (1) the minimum coverage limits specified in this Agreement, or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured, whichever affords greater coverage. The limits of insurance required in this Agreement may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City(as agreed to in this Agreement) before the City's own insurance or self-insurance shall be called upon to protect it as a named insured. 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 J:\LandDev\Forms\2.AGREEMENTS-PIA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doc Rev 05/15 5 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. C. 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. 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 10 through 14 of this Agreement. Insurance is to be issued by an issuer with a current A.M. Best Rating of ANH 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. J:\LandDev\Forms\2.AGREEMENTS-PIA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doc Rev 05/15 6 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 (16) 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 2295 & 2305 S. Winchester Boulevard, and the City's property, commonly described as S. Winchester Boulevard and El Caminito Avenue where it adjoins Owner's property. These covenants 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 (17) 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 (19) 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 (19) 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. PRELIMINARY PLANS (20) Owner shall provide and construct public street improvements per preliminary plans titled "STREET IMPROVEMENT PLANS — OFFSITE — TRACT NO. 10309" which are subject to approval by the City Engineer, prepared by Kier & Wright, Civil Engineers & Surveyors,Inc.. IN WITNESS WHEREOF, said City has caused its name to be affixed by its Public Works J:\LandDev\Forms\'-).AGREEMENTS-PIA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doc Rev 05l15 7 Director 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. WINCHESTER BOULEVARD PARTNERS, LLC,A CALIFORNIA LIMITED LIABILITY COMPANY By: SJR Ventures, Inc., a Californi Wo tion, Its Manager 7 id CITY OF CAMPBELL Todd Capurso,Public Works Director City of Campbell (Notary Acknowledgment for above signator(ies) MUST be attached.) Attest: Wendy Wood,dity Clerk 61 J:\LandDev\Forms\2.AGREEMENTS-PIA SIA DEF SIA Maintenance Reimbursement Development\Specific Agreements-Street Improv and Deferred\Word Document of Agreements\SIA-Tract 10309.doc Rev 05/15 8 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 Califo;nia County of On L101 before me, (insert name and title of the officer) 01 personally appeared who proved to me on the basis of satisfactory evide ce to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shte/t#tey 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. l certify under PENALTY OF PERJURY under the laws.of the State of California that the foregoing paragraph is true and correct. AKNILA RAO PANYAM WITNESS my hand and official seal. Commission#2026718 Z a -.i Notary Public-California z Z Alameda County D My Comm.Expires May 31.2017 J Signature ®U-- �t � ` 06' (Seal) EXHIBIT "A" LEGAL DESCRIPTION Real property in the City of Campbell,County of Santa Clara,State of California, described as follows: PARCEL ONE: ALL OF LOT 19,AS SHOWN UPON THAT CERTAIN MAP ENTITLED TRACT NO. 179 E. R. KENNEDY SUBDMSION NO.2,WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA ON APRIL 14, 1941 IN BOOK 5 OF MAPS AT PAGES 52 AND 53. PARCEL TWO: LOT 18,'TRACT NO. 179 E.R. KENNEDY,SUBDIVISION NO. 2, PART OF THE N. E. 1/4 OF SECTION 34,TOWNSHIP 7 SOUTH, RANGE I WEST,M.D.B.&M.,",FILED APRIL 14, 1941, BOOK 5 OF MAPS,PAGES 52 AND 53,SANTA CLARA COUNTY RECORDS. APN: 305-34-004 and 305-34-005 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 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 S�,� On� - .� '7-� DOI& before me, `(�� � D to Here Insert Name and Title of the Offi r personally appeared C, Name(s) of Signer(s) 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. WITNESS Fy hand and official seal. JOANN THOMASON Commission#2110789 'a w Notary Public-California z Signatu z Santa Clara County a nature of Notary Public My Comm.Expires MaX 9,2019 i i i Place Notary Seal Above I OPTIONAL Though this section is optional, completing this information can deter alteration of the document or I fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: a \O Number of Pages: Signer(s) Other Than Named Above: j Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑General !i ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑ Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: i 02014 National Notary Association •www.NationaiNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT CLEARANCE FOR FINAL INSPECTION AND ACCEPTANCE LETTER Encroachment Permit#. ENC 2019-00091 Name: Jeff Warmoth Property Address. 2295 & 2305 Date of Final Inspection: On File: Bonds CD Cash Faithful Performance: $ 30,000.00 Labor and Material: $ Construction Cash Deposit to be released: $ Other overdue deposits to be released (Description): Processed by: 1 A mi 'strator Reviewed by: Inspector 111 Reviewed by: ' 19 Land Development Engineer J:UoAnnaT\Deposit refunds\CHECKLISTS\Winchester2295.2305.doc(Rev. 10/11) ®P C4 Ok CH AyiO• . CRTY ®F CAMPBELL Public Works Department April 29, 2019 Mr. Jeffrey Warmoth P.O. Box 1001 Los Altos, CA 94023 SUBJECT: PERMIT NO. ENC 2015-00091 2295/2305 Winchester Blvd., Campbell, CA FINAL INSPECTION AND ACCEPTANCE Dear Jeffrey: The City of Campbell has made the final inspection of the subject Public Works improvements and finds that no remedial work is required. Your warranty requirements and any surety, therefore, are hereby released. Your Faithful Security Deposit in the amount of$30,000.00 is enclosed. Sincerely, Syed Wahidi Public works Inspector 70 North First Street.• Campbell, California 95008 TEL 408,866.2150 • FAX 408.376.0958 TDD 408.866,2790 .... ........ ........... ............ ............ ..................... .................... ................... .............................................................................. . ................. ............................... ............................. . ............. ... .............. ................ ............. CITY OF CAMPBELL VENDOR NO. 10014888 CHECK NO. 273098 ................. Account 101 2203 CR041919 30,000.00 ENC2015-00091 FPS REF 10014888 JEFF WARMOTH MA CHECK DATE CHECK NO. CITYTY OF, CAMPBELL WETS FARGO BANK, N.A. 11-24 420. �:.�4ONTGOMERY STREET _T2 1-0 04/29/19 273098 .-70"NORTH FIRST STREET 9AU FRANCISCO, CA 94104 To% CAMPBELL;`CALIFORNIA 95008 > 0 AMOUNT **Ik*30, 000 . 00* c) oR�1rAR0 VOID AFTER 90 DAYS 0 PAY THE SUM OF THIRTY THOUSAND DOLLARS & ZERO CENTS ml .... ...... TO THE JEFF WARMOTH ORDER P.O. BOX 1001 :'d D F,F LOS ALTOS CA 94023 .4— fln 2 ? 3098llm 1: 12 1000 2481: Is L 2 18 S S L, I Silo .......... ...............- .................................... ................... ................ ...... .................... ............... i i I .............. .......... .......... .......... ................................... .............----..._.a ................. ............... .......... *See Reverse Side For Easy Opening Instructions* . .......... CITY OF CAMPBELL 70 NORTH FIRST STREET CAMPBELL, CALIFORNIA 95008 JEFF WARMOTH P.O. BOX 1001 LOS ALTOS CA 94023 L , PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2015 TO: Finance PUBLIC WORKS FILE NO. ENC2015-00091 PROPERTY ADDRESS 2295-2305 Winchester Blvd. Please collect&receipt for the following monies: ACCT. ITEM AMOUNT LAND,;DEVELOPMENT 4722 Encroachment Permit Application Fee Non-Utility Encroachment Permit Major>_$10 000 $395.00 Minor Encroachment Permit<gio,000 $225.00 Initial R-1 Permit N/C Subsequent R-1 Permits within Two Year Period $225.00 Inspection Fee Minimum Charge per Location $390.00 Street Tree Planting/Removal N/C 2203 $500 per Tree Planting Deposit-Required) $500.00/tree 2203 Plan Check Deposit 2%of Engineer's Estimate $500.00 min Utility and R-1 Permits no deposit required 4722 Gradinq&Drainage Plan Review Single Family Lot $275.00 Site< 10,000 s.f. $825.00 Site>_ 10,000 s.f. <0.5 Acre $1 105.00 Site>_0.5 Acre $1 655.00 4722 NPDES Review C3 Requirements) For projects not required to submit numeric sizing $160.00 For projects required to submit numeric sizing Impervious Area 10,000 S . Ft to 1 Acre $690.00 Impervious Area 1 Acre or more $900.00 4722 For projects sent to Consultant for review Consultant Cost+20% 4722 Additional stormwater treatment facilities $300 ea Plan Check&Inspection Fee(Non-Utility) 4722 En r. Est. <$250 000 14%of Engineer's Estimate 2203 En r. Est. >_$250 000 and 5$500 000 $35 000+8%of Engineers Estimate 2203 En r. Est. >$500 000 $55 000+7%of Engineers Estimate 2203 Emergency Cash Deposit 4%of En r. Est.* $500 min/$10 000 Max 2203 Faithful Performance Security FPS Deposit 100%of ENGR. EST.* 2203 Warranty Security 25%of revised ENGR. EST.* $30 000.00 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 $3 930.00+$85/lot 4722 Final Tract Ma 5 or More Lots $4 775.00+$116/lot 2203 Monumentation Security 100%of Cit 's Monumentation Estimate 4920 Parkland Dedication Fee(Remaining 25%will be Due Upon Cert. of Occupancy) 4722 Lot Line Adjustment Includes Certificate of Compliance) $1 856.00 4722 Vacation of Public Streets&Easements $2 480.00 4722 Certificate of Compliance $1 840.00 4722 Certificate of Correction $550.00 4722 Document Recording Fees $15.00/first page$3 ea.Additional 4722 Private Improvement in Public ROW $50.00 4722 Approved Plan Revision Fee $100/sheet 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature) $10.00 4722 Assessment Segregation or Reapportionment First Split $877.00 Each Additional Lot $275.00 511.7424 Postage MISCBL`LANEOUS_" - 77 __. _,-.... *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $30,000.00 NAME OF APPLICANT NAME OF PAYOR l PHONE ADDRESS i ZIP dr i a FOR RECEIV BY + �°5 CITY CLERK ONLY Date . ...t � t J:UndOMPlan Check Comments\l-Specific Protects Activ,Protect In Progress\Winchester Blvd 2295-2305Pees\Warranty OeposUs ... .,, 'L -� PnRV6rm t C is- CITY OF CAMPBELL � ENCROACHMENT PERMIT Permit No DEPT.OF PUBLIC WORKS (for working within the public X-Ref.File 7� _ 70 North First Street ��11 ,- 7)) r.6ht-of way) Application DateCampbell,CA95008 , Issued � Application Expiration Date Ph. (408):866 21-50 �p APN Fx. (408)376-0958- q � IQ 8 p �fli+",� 1 Permit Expiration Date APPLICATION-Application is here.by.made(for a Public Works Permit in acco ante with Campbell Municipal Code,Section 11.04. (Application expires in six (6) months ifthe per_)it;is noVissued. Application Fee is non-refundable.) tip.,, A. Work Address or Tract No.: 2295&2305 Winchester Boulevard Utility Trench Location: Along the intersection of El Caminito Avenue and Winchester Boulevard B. Nature of work: New curb and gutter,sidewalk,curb ramp,and utilities C. Attach four(4)copies of an engineered plan showing the location and extent of the work,and four(4)copies of the preliminary Engineer's Estimate ofwork. The plans shall show the relation ofthe proposed workto existing surface and underground improvements. When approved by the City Engineer,said plan becomes a part of this permit. D. All work shall conform to the City of Campbell Standard Specifications and Details for Public Works Construction;the General Permit Conditions listed on the reverse side;and the Special Provisions for this permit,listed below. Failure to abide by these conditions and provisions may result in job shutdown and/or forfeiture of Faithful Performance Sureties and cash deposits. (See General Permit Conditions 1 and 2.) E. The Contractor must have this permit and approved plans at the site and must notify the Public Works Department at least two days before starting work. Notice must be given to Public Works at least 24 hours before restarting any work. Name of Applicant: Telephone: Address: E-Mail Address: 24-HOUR EMERGENCY PHONE NUMBER: Is this work being done by the property owners at their own residence? YES NO The Applicant/Permittee hereby agrees by affixing their signature to this permit to hold the City of Campbell,its officers,agents,and employees free,safe and harmless from any claim or demand for damages resulting from the work covered by this permit. The Applicant/Permittee hereby cknowledges that they have read and understand both the front and back of this permit,and they will inform their contractor(s) the in Applicant is advised that upon issuance of this permit, property owner, or property owner's successors, shall be responsible( n a I a s arising out of the c nditio1n.of any private improvements in the public riiight of way. Accepted: fl tk r�-e S A ev to u I e-v o-✓L) T>G v�-K-e v S L(.G ti i I Z©t 5 (Applicant Permittee) (sign) Date LA>Aa-,\ C (Contractor) (Print Name) Date SPECIAL PROVISIONS: 1. Street shall not be open cut for underground installations. Minimum cuts may be allowed for connections or exploration holes. Such cuts-may be specifically approved by the Inspector prior to cuttino. 2. Pavement may be cut for underground installations and must be restored in accordance with the Standard Details Trench Restoration Method "A",unless otherwise approved by the Engineer. �3. Work to be staked by a licensed Land Surveyor or Civil Engineer and two(2)copies of the cut sheets sent to the Public Works Department before starting work. 4. Per Section 4215 of the Government Code this permit is not valid for excavations until Underground Service Alert(USA)has been notified and the inquiry identification number has been entered hereon. USA Phone: 1-800-227-2600. USA TICKET NO. S. Prior to any work,the property owner shall execute an Agreement for Private Improvements in the Public Right-of-Way,which shall be recorded. 6. Public Notification Requirements: 7. ' yze ste ; (o���r � ����� t�ac� qv-�'—o Lk -IC1 `��r S�.vac��:�.n cr zc7�� SS53`� << I t s SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT 06 RECEIPT NO. PERMIT APPLICATION FEE $ 3%5 RS'65 YA y 0 PLAN CHECK DEPOSIT $ i.kM-1-1 %31 lL S 2 5 SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ o t9Q r CONSTRUCTION CASH DEPOSIT __$ 00 Z 11 �So PLAN CHECK&INSPECTION FEE $ 2.�(2(��V� V, APPROVED OI$JISiUANCE� 2eV� •� M/�`� ' For City Engineer Date Permit Expires 12 Months After Date of Issuance 7-1 ,t' 40 GENERAL PERMIT CONDITIONS 1. A Construction Cash Deposit is required. Charges will be made against this deposit if there is an emergency call-out,overtime inspection or when City ordered barricading is required. Any such costs in excess of the deposit will be billed to the Permittee. 2. A one-year maintenance period and surety are required. Such period will begin on date of written acceptance by the City. 3. Refund or the cash deposit balance and refund or cancellation ofthe Faithful Performance Surety will be initiated by the written acceptance of the work by the City. 4. The Permittee must request in writing a final inspection and acceptance of the work upon completion. Acceptance by the City will be made in writing to the Permittee. 5. Maintain safe pedestrian and vehicular crossings and free access to private driveways,bus stops,fire hydrants,and water valves. 6. A Construction Traffic Control Plan and a Construction Schedule are required for all lane closures,detours,and street closures.This plan must be reviewed and approved prior to any lane closures. 7. A Construction Traffic Control Plan shall conform to the Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones,dated 1990,available at Caltrans.Traffic control equipment shall include Type II flashing arrow signs if required. 8. Replace as directed by the City Engineer any damaged or removed improvements in accordance with City Standards and Specifications at the sole expense of the Permittee. 9. Sawcut for all PCC or AC removals. All PCC removals shall be to the nearest scoremark and shall be doweled to existing improvements. 10. Prior approval of inspector is required for any work done after normal working hours,on weekends or holidays and may require reimbursement of inspection costs at the current overtime rate. 11. Adequate signing and barricading is required on the job site. Failure to provide such signing and barricading may result in the City's providing signing and barricades and charging the cost(including all labor and materials)against the cash deposit. 12. Compaction testing of subgrade,base rock,and asphalt concrete by Permittee is required unless otherwise stated by the City Engineer. 13. The Contractor or Permittee will have a supervisory representative available for contact on the project at all times during construction. Contractor or Permittee shall provide a phone number at which they can be contacted outside the hours of 8:00 a.m.to 4:00 p.m. 14. No storage of materials or equipment will be allowed near the edge of pavement,the traveled way,or within the shoulderline which would create a hazardous condition to the public. 15. This permit shall not be construed as authorization for excavation and grading on private property adjacent to the work or any other work for which a separate permit may be required,nor does it relieve the Permittee of any obligation to obtain any other permit required by law. 16. This permit does not release the Permittee from any liabilities contained in other agreements or contracts with the City and any other public agency. 17. This permit is not transferable. Work must be performed by the Permittee or his designated agent or contractor as specified thereon. 18. Call back(call out)due to emeregencies regarding this permit shall be at the current overtime rate with a three(3)hour minimum charge per occurrence. 19. Pursuant to Chapter 14.02 of the Campbell Municipal Code,applicant shall not cause to be discharged any material into the municipal storm drain system other than storm water. Applicant shall adhere to the BEST MANAGEMENT PRACTICES established by the Santa Clara Valley Urban Runoff Pollution Prevention Program. 20. If the public interest requires a modification of,or a departure from the plans and specifications,the City shall have the authority to require or approve any modification or departure and to specify the manner in which the same is to be made for City-owned or maintained facilities. 21. Permitttee must provide advance notification to all parties that may be affected by the permit activities. Notification shall be reviewed by the City prior to distribution and include dates of work and a contact name and phone number. Applicant shall be Asponsible for ensuring that all those providing services under the applicant are aware and understand all of the above conditions. 9'64-, q� j W��lc.��s �,v �du�l�Jccc� av�'In�vS, LLG AppIic t Date: Contractor (Print Name) Date: J:Reina\Website\Land Dev Forms\Encroachment Permit STATIC form2.pdf Rev.(11/9/05) - Refundable' be osit Check Re u t To:,Finance.Director .v I r Check Payable To: Jeffrey Warmoth Address-Line 1: P.O.BOX 1001 ! 1 Line 2`: _ i• City: Los Altos State: CA Zip 94023 j i f Description: ENC 2015-00091 i Account Number: 101.2203 Amount: $30,000:00 - Account Number: 10.1.2203 Amount: -i Account Number: 101.540.7448 Amount: i (Finance Dept only) - - - Interest Earned (Finance Dept only) Total Payable: (Exact Amount) i 4 Purpose:. FPS Refund ` Permit#: ENC2015-60091 Receipt M 274860 Date: 4/25/2018 Receipt M Date: �tq iq Approved by: Title: City Inspector Date: 1 Syed Wahidi Approved by: - Title: Sr:Engineer Date: Roger st i Approve by: Title: P.W Director Date. ! Todd Capurso :Finance Dept Only: 1 Verified by: Title: Accounting Clerk If Date: r Approved by: Title: Accountant Date:. I i -Special Instructions For Handling Check Mail As Is: Mail in Attached Envelope: Grterim Check: • i Needed By:' Return To: JoAnna Thomason Public Works i (Name) (Department) Other: Please return check to JoAnna of Cq, 0 � •"RCHAVO• CITE' of CAMPBELL - Public Works Department May 15, 2018 Jeff Warmoth Winchester Blvd. Partners, Inc.. P.O. Box 1001 Los Altos, CA 94023 SUBJECT: PERMIT NO. ENC 2015-00091 2295 & 2305 Winchester Blvd. FINAL INSPECTION AND ACCEPTANCE Dear Jeff: The City of Campbell has made.a final inspection of subject Public Works improvements and finds the work to be acceptable and in conformance with City standards. Accordingly,the City Engineer accepts the improvements. The one year maintenance.period stated in the permit begins as of April 25, 2018. The permittee is responsible for the repair and/or replacement of any defective work or failures that occur within one year. The City will inspect the improvements within one year and notify you, in writing, whether or not any repairs are required. Your Faithful Security Bond and Labor/Material Bond in the amounts of$229;000.00 each have been exchang&d fora cash Faithful Security Deposit in the amount of $30,000.00. Your other cash deposit refunds totaling $20,858.77 are enclosed. These deposits include your Emergency Cash Deposit in the amount of$9,160.00, your Monumentation Deposit in the amount of$7,500.00 and your Plan Check Deposit in the amount of$4,198.77 If you have any questions,please call me at (408) 866-2165. Sincerely, JoA omason Office Specialist - Cc: Inspector/Suspense Files Permit File ENC2015-00091 „'; 70 North First Street• Campbell, California 95008-1436 TEL 408.866.2150 FAX 408.376,0958 TDD 408.866.2790 ...... ................. ........................l.w ............... ................................ ............................. ............. ..................... .......... ---- ------ ----I----------------------- C/ TTY OF CAMPBELL VENDOR NO. 10014888 CHECK NO. 267845� 101 R0504 C 2203 18 16,660.00 2�2,95.2305 WINCHESTER A 10014888 JEFF WARMOTH I Affolk . 0 .. .. ... ..... .............. N� 14 ,l FIRST STREET 'CALIFORNIA 3" M Am ij B'n-, mb*,' -cll f.VL "T HUNDRED AND SIX PA "'To �j FF W- ARMOTH ' CA, Sl"ALTOS ... ....... j ng,.].Iw-,%tll4tllklh981:IUIIl�ig-olli't.'sqwm[oiojklmmwu!%�-ju,-!U—w-pE040;"in-----------------------------------------------• -------—---------------------------------------------- -------- - H ----------------------- ---------------------------------------- .........................I ...................................... .......... ....................... ................. ............. ...................... ..................... .......................o...... ........................ ................ ....................... ................ "............. *See Reverse Side For Easy Opening Instructions* CITY OF CAMPBELL 76 NORTH FIRST STREET CAMPBELL, CALIFORNIA 95008 ij I it I JEFF WARMOTH P.O. BOX loo'l-, LOS ALTOS CA 94023 )C)C) - _... - ..................._ ,_ ._.........._ . .-..._ ............... ........ ........... ------------------- --- _ ------------ ---- ------ - -------- I - \ '. - --=- -------- CITY OF CAMPBELL VENDOR No: 10014889 CHECK.NO. 267846 , I Account.... Purehdse.Order;.... .:InvarCe:IVurrtb¢r: 101 2203 CRO50418 , 4,198.77 ",,2295.2305 WINCHESTER I I1 I I I m r,. <. r I 10014889 WINCHESTER BLVD PARTNERS LLC \ - - � I ` CITY ' CAMPBELL .,,' 7C3NClliTNpAFIRST STREET s426 MONTGOMERY STREET Izio 05/14/18� 267846 't r CAMPBELL CALlF,ORNlA 95008 aRAx r ShN CISCO 94104 ,o {� 90 r DA Sty,a °Q t�nRO N �OID yAF�E g Y �ci ` § / K 9j Ys at a � RdY ,THE SUM�OF FOUR THOUSAND, ONE HUNDRED NINETY EIGHT DOLLARS "& Jar r m.I '� I r •' 77 CENTS � � w s ��I " �. v S d M X y >s 'TorTxE WINCHESTER 3LVD PARTNERS LLC III BF s ) LOS ALTOS' CA` 94023771 ' x � 1 krr i0005i>i• • �• • �• C 1 - - - - --- - ---- ---r ._. -- -- - -{ _._.. __.......__ .......--...._..— ' __....._...... — / *See Reverse Side For Easy Opening Instructions* - - - '- CITY OF CAMPBELL / I 70 NORTH FIRST.STREET. / CAMPBELL, CALIFORNIA 95008 I I l I • I I I I J I i ` I � I WINCHESTER BLVD PARTNERS LLC l P.O. BOX 1001 r I�. LOS ALTOS CA 94023 I I I I - CaM061 i ( 2-212-7-01CC) , JAI -$ 3cf, 5 W,00 PUBLIC WORKS DEPARTMENT LAND DEVELOPMENT Effective July 1,2015 d I TO: Finance Vk/ JUTSWORKS FILE N� ENC�20105-01191hest�2295_23 5 W� PROPERTY ADDRESS Inc; er Blvd. Please collect&rec t for the followln monies: NT. N LA A QMEV, 4722 Encroachment Permit Application Fee Non-Utility Encroachment Permit.Major z$l 0,000 $395.00 Minor Encroachment Permit<$I 0,00o $225.00 Initial R-1 Permit N/C AM, Subsequent R-1 Permits within Two Year Period $225.00 Inspection Fee Minimum Charge per Location $390.00 Street Tree Plantinq/Removal N/C 2203 ($500 per Tree Planting Deposit Required) $500.001tree 2203 Plan Check Deposit 2%of Engineer's Estimate $500.00 min (044 Utility and R-1 Permits no deposit required 4722 Grading&Drainage Plan Review Single Family Lot $275.00 Site<10,000 s.f. $825.00 Site 10,000 s.f.<0.5 Acre $1,105.00 Site 0.5 Acre $1,665.00 4722-NPDES Review(C3 Requirements) For projects not required to submit numeric sizing $160.00 For projects required to submit numeric sizing Impervious Area 10,000 Sq. Ft to I Acre $690.00 Impervious Area 1 Acre or more $900.00 77-22 For projects sent to Consultant for review Consultant Cost+20% 4722 Additional stormwater treatment facilities $300 ea Plan Check&Inspection Fee(Non-Utility) 4722 Enqr.Est.<$250,000 14%of Engineer's Estimate $32,060.00 2203 Engr.Est.a$250,000 and:5$500,000 $35,000+8%of Engineers Estimate 0 S-1-1.MM. §n�r- 2203 * 2203 04=St%*l Ey���119137d —22'03---Faithful Performance Security(FPS)Deposit 100%of EN-6R.-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, $11,4784—.00.00) 4722 Parcel Mar)(4 Lots or Less) $3,930.00+$85/lot —4 anal IltTtrgg6M M 50 U-1-61 &-M,�fff - ( 492--0 Parkland-D-e-ditaMmi.Fee(Remaining zoy.will De Di reft' Uc-OV5-n-c yT $TZ212 4722 Lot Line Adoustment(includes Certificate of Compliance) $1,856.00 4722 Vacation of Public Streets&Easements $2,480.00 4722 Certificate of Compliance $1,840.00 4722 Certificate of Correction $550.00 -- 4722 Document Recording Fees $15.001first page$3 ea.Additional 4722 Private Improvement in Public ROW $50-00 4722 Approved Plan Revision Fee $1 00/sheet 4722 Appeal Filing Fee $200.00 4722 Notary Fee(per signature 10.00 4722 Assessment Segregation or Reapportionment First Split $877.00 Each Additional Lot $275.00 511.7424 Postage ....... *Engineer's Estimate shall be as approved by the City Engineer and shall include all items of work. TOTAL $172,424.00 NAME OF APPLICANT W1 N Cti r=-S TE 0 BOU t-9;y A RD NAME OF PAYOR r E F \A/ V-7 PHONE SO 2 ADDRESS j L-To51 CA ZIP 91-4-0 1 A; FOR CITY CLERK ONLY ec J.IwM��ChmkC—Ml 2 yy nA : "Refundable,Deposit Cheek Request It To: FInBnge Director ' Check Payable To: JeffWarmoth Address-Line'1,: P.Q:BOX 1001 Line,2; 3 City: Lob Altos State: CA Zip 94023 l ' Descnotion: 2i95.2306 Winchester'Blvd. j Account Number: 161.22631 Amount: >" $16;660.00 Account Number:. 101.2263` Amount: Account Number: 101.540.7448 Amount: (Finance Dept only) Interest Earned (Einance,D$ptonly,) i Total Payable: (ExactAmoUnt) Purpose:• deposit refunds Permit#: ENC2015-0009.1'-.- Receipt#: „ 262438` Date: •2/11/2016 Receipt#: 262440 Date: 2/11/2016' -_ VApproved by Title; Sr.Engineer Date; RoIr*6,r,z Approved by: Title: - ',City Engineer Date; 2 '' f Amy y -, . . Finance Dept Only; Verified by: _ Titles Accounting Clerk 11 Approved by:, Title: Accountant- Date: S eci'al Instructions "For Handlin Check. Mail As Ili: Mail in•Attached Envelope:. Interim Check: Needed BY. 'i R turn:To:� JoAnna.Thomason . Public Works (.Name) . . (Department) Other.: Please return'check to JoAnna s Refund-able Deposit' Check Request- To: Finance Director Check Payable To: Winchester Blvd.Partners,LLC. I Address-Line 1: P.O.BOX 1001 i Line 2: City: Los Altos State: CA.' Zip 94023 •Description; 2295.2305 Winchester Blvd. i { . I Account Number: 101.2203, Amount: .$4,198.77 I Account Number: 101.2203 Amount: _ _ 1 Account Number: 101.540.7448 Amount (Finance Dept only) Interest,Eerned (Finance.Dept only) i Total Payable: (Exact Amount) i Purpose: deposit refunds I Permit#:. ENC2015-00091 Receipt#: 258639' Date: 6/12/2015 j Receipt.#: _ Date:. _ II Approved by: Title: Sr.Engineer Date: C II Roger to Approved by: Title: City Engineer Date: . D Amy OI _ i i i Finance Dept Only: Verified by: Title: Accounting Clerk.I1 Date- Approved by: Title: Accountant- Date: Special Instructions For Handlim Check Mail As Is, Mail in Attached Envelo Interim Check: Needed By: I Retu To: 'JoAnna Thomason _ Public Works I (Name) (Department). Other: Please return'check,to JoAnna ® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 2/23/2018 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 have ADDITIONAL INSURED provisions or 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 CONTACT NAME: Ann Martino BB&T Insurance Services of California, Inc. PHCNN Ext:925-598-2526 FAX No):888-770-1945 Plea Willow Road, Ste#110 RECEIVED E-MAIL Pleasanton CA 94588 r� ADDRESS: AMartino@-bbandt.com - INSURERS AFFORDING COVERAGE NAIC If FEB 7 gnia INSURER A:Peleus Insurance Company 34118 INSURED 307BYLDACOR INSURER B:Kinsale Insurance Company 38920 Byldan Corporation Public Works Administration INSURER C:Everest National Insurance Co 10120 P O Box 60970 Palo Alto, CA 94306 INSURER D:United Financial Casualty Company 11770 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:442132264 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MPOL DY EFF MPOL DY EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY Y Y 103GL001B11500 522/2017 5=018 EACH OCCURRENCE $1,000.000 DAMAGE TO "' CLAIMS-MADE X OCCUR PREMISES Ea occurrence $50,000 X $5,000 Ded MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY[�] PRI JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: D AUTOMOBILE LIABILITY 059222801 2232018 2232019 COMBINED SINGLE LIMIT Ea accident $1,000,000 X ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident B UMBRELLA LIAB X OCCUR 01000227733 51=017 522/2018 EACH OCCURRENCE $5,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DIED I I RETENTION$ $ C WORKERS COMPENSATION CA10001263171 10/12017 10/12018 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETORIPARTNERIEXECUTIVE 71 N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 i Cl_ (L ` 1 � 11, 11 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Waiver of Subrogation applies to General Liability per attached form#U047-0310.Primary and Non-Contributory wording applies per General Liability attached endorsement #CG2001 0413. *The attached forms apply as required per written contract or written agreement between the listed parties and the insured,which are subject to the policy provisions. In the absence of such written contract or written agreement the attached forms may not be applicable. Re:Winchester Boulevard Partners,LLC,2295&2305 S.Winchester Blvd,Campbell,CA 95008.(New Construction mixed use 16 unit apartment building project). See Attached... CERTIFICATE HOLDER CANCELLATION 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 701 N 1 st Street AUTHORIZED REPRESENTATIVE Campbell CA 95008 � ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD .23848®94 = _ Regina Alcomendras - RECORDING REQUESTED BY: Santa Clara County - Clerk-Recor--der Kier&Wright Civil Engineers & 01/12/2018 01:11 PM Surveyors, Inc. Titles: 1 Pages: 2 Fees: 103.00 Taxes: 0 _ Total: 1103.00 AND WHEN RECORDED MAIL TO: ,III FAR HM 9I411111 AW I ND W 0#01 111A ♦III I Public Works, City of Campbell 70 N. First Street Campbell, CA 95008 Space above this line for Recorder's use CERTIFICATE OF CORRECTION - NOTICE IS HEREBY GIVEN that the map of Tract No. 10309 filed for record on April 1,2016 in Book 891 of Maps at Pages 21 and 22, Santa Clara County Records is corrected as follows: To correct the following note: 4. THE MAXIMUM NUMBER OF CONDOMINIUM UNITS IS 16 RESIDENTIAL AND 3 COMMERCIAL UNITS. To read: 4. THE MAXIMUM NUMBER OF CONDOMINIUM UNITS IS 16 RESIDENTIAL AND 2 COMMERCIAL UNITS. On the date of the filing of the said map, the names of the fee owners of real property affected by such corrections were as follows: OWNER: Winchester Boulevard Partners, LLC, a California Limited Liability Company By: SJR Ventures, Inc.,A California Corporation, Manager Page 1 of 2 Z:\2007\A07036-3\DOCS\SURVEY DOCS\CERTIFICATE OF CORRECTION\CERTIFICATE OF CORRECTION-TRACT NO 10309(891 M 21-22).doe Syed Wahidi From: Roger Storz Sent: : Monday, October 30, 2017 12:02 PM To: 'Jeff Warmoth'; Syed Wahidi; Bob Siudzinski Cc: Swan, Brent; Steve Johnson;jthompson@interorealestate.com; ttognoli@interorealestate.com Subject: RE:Arborist report WBP LLC Bob, please review and confirm. Thank you, Roger From: Jeff Warmoth [mailto:jeffwarmoth@gmail.com] Sent: Monday, October 30, 2017 11:54 AM To: Syed Wahidi .Cc: Roger Storz; Bob Siudzinski; Swan, Brent; Steve Johnson; jthompson@interorealestate.com; ttognoli@interorealestate.com Subject: Re: Arborist report WBP LLC Syed- To clarify: Three (3) - Platanus acerifolia, `Columbia' - to be installed along El Caminto Avenue One (1) - London Plane (species to match existing street trees) to be installed along Winchester Boulevard Please confirm your agreement. 3W On Oct 30, 2017, at 11:31 AM, Syed Wahidi<SyedWgcit o�pbell.com>wrote: Steve, So Four(4) new 24" box Platanus acerifolia, 'Columbia'to be installed. Three(3) along El Caminito.One(1) along Winchester Blvd. t 1 h ' <image002.png>Syed Wahidi Public Works Inspector City of Campbell Public Works Department 70 N.Fi st.Street Campbell, CA 95008 www.cilyofcampbell.com 1408.866.2165 From: Roger Storz Sent: Monday, October 30, 2017 8:27 AM To: Bob Siudzinski; 'Jeff Warmoth'; Swan, Brent; Syed Wahidi Cc: Steve Johnson; jthompson0interorealestate.com; ttognoli(,@interorealestate.com Subject: RE: Arborist report WBP LLC Happy Monday Morning, Let's move forward with Bob's recommended alternative that he calls out below. Regards, <image005.png>Roger Storz, PE Senior Civil Engineer City of Campbell I Public Works Department 70 N.First Street I Campbell,CA 95008 www.ciiyofcampbell.com 1408.866.2190 From: Bob Siudzinski Sent: Monday, October 30, 2017 8:14 AM To: 'Jeff Warmoth'; Swan, Brent Cc: Steve Johnson; jthompson(a)interorealestate.com; ttognoli interorealestate.com; Roger Storz Subject: RE: Arborist report WBP LLC Hi JW,Roger, recommend Platanus acerifolia, 'Columbia' as a substitution for the Pistache. Bob From: Jeff Warmoth [mailto:jeffwarmoth(a)gmail.com] Sent: Friday, October 27, 2017 3:32 PM To: Swan, Brent Cc: Bob Siudzinski; Steve Johnson; jthompson interorealestate.com; ttognoli(abinterorealestate.com Subject: Re: Arborist report WBP LLC Please provide an update. JW On Sep 29, 2017, at 10:10 AM, Swan, Brent<Brent.Swankdavecom>wrote: Jeff, The trees specified are not available. I have reached out to the city arborist(Bob Siudzinski) by phone and email to discuss alternative options. I am waiting a return 2 call. His voicemail says he will be out of the office until October 13 but will return calls when he can. Brent Brent M Swan District Manager Davey Tree Expert Company I Santa Clara MS Plant Pathology I Certified Arborist WE 0785A Certified Tree Safety Professional C: 408.472.0358 1 O:408.453.3389 ext 8824 <image001.jpg> From: Jeff Warmoth [mailto:jeffwarmoth(al4mail.com] Sent: Thursday; September 07, 2017 9:43 AM To: Swan, Brent Cc: Bobs(�cityofcampbell.com; Steve Johnson;ithompson interorealestate.com; ttognoli interorealestate.com Subject: Re: Arborist report WBP LLC Brent- In order to satisfy the settlement with the City, and-the required settlement with the yrogeM owner, Davey is required to plant a total of FOUR 94) 24" box Chinese Pistache Keith Davey trees-three(3) to be installed along El Caminto and one (1) to be installed along Winchester Boulevard. If you have any question,please have your attorney contact me. Jeff Warmoth On Sep 7, 2017, at 6:11 AM, Swan, Brent <Brent.Swan&dave .com>wrote: Bob, We receive an email regarding the tree we removed back in 2015 that was the incorrect tree. The contractor is requesting 24' box. When we spoke we were going to plant 15 gallon trees (see attached proposal). Could you please clarify what is required and provide locations for the installations. Thank you, Brent' Brent M Swan District Manager 3 Davey Tree Expert Company Santa.Clara MS Plant Pathology I Certified Arborist WE 0785A Certified Tree Safety Professional C:408.472.0358 0:408.453.3389 ext 8824 <image001.jpg> From: Barton, Michael Sent: Thursday, August 31, 2017 4:09 PM To: Swan, Brent Subject: Fwd: Arborist report WBP LLC Sent from my iPhone Begin forwarded message: From: Jeff Warmoth<jeffwarmothggmail.com> Date: August 31, 2017 at 4:00:35 PM PDT To: Lea Bermudez<Lea.Bermudez@davey.com>, Mike Barton<Mike.Bartongdavey.com> Cc: Steve Johnson<steveksjrventuresinc.com>,. Jeff Warmoth<jeffwarmoth@gmail.com>, John Thompson<jthompson@interorealestate.com>, Tom Tognoli<ttognoli@interorealestate.com> Subject: Re: Arborist report WBP LLC Dear Mike - We are now near the completion of the project located at 2305 S. Winchester Blvd., Campbell. In order to consider this matter resolved,we need to arrange for the planting of the replacement trees for the heritage tree that your company cut down. We will need four(4) - 24" box Chinese Pistache Keith Davey trees-three(3)to be installed along El Caminto and one (1)to be installed along Winchester Boulevard. I expect that you will receive notice of the time to install these trees in about two weeks. Please confirm your understanding of this resolution to this matter. Regards, Jeff Warmoth 4 On Sep 8, 2015, at 10:38 AM, Jeff Warmoth <jeffwarmoth(cr�,gmmail.com>wrote: Mike - I will forward you the email from the City. Please note the arborist report stated that street tree#68 would be preserved: "The street Trees# 68, 74, 75, 76, and 77 would be preserved. Should any repairs of the sidewalk be required, the supervision of a consulting arborist would be recommended to assure their survival." We need to discuss a solution to the removal of the mature street tree#68 contrary to the arborist report. Regards, Jeff Warmoth Begin forwarded message: From: Jeff Warmoth <jeffwarmoth(a�gmail.com> -Subject: Fwd: Arborist report WBP LLC Date: July 1, 2015 at 2:16:50 PM PDT To: Lea Bermudez <Lea.Berm udezCa)-davey.com> Cc: Steve Johnson <steve sirventuresinc.com>, Ian D Carney <icarney95006@yahoo.com>, 5 V t Tim Cronin <timgcron1n(aD-g mail.com> Lea- Please quote the tree removal and stump grinding based upon the attached arborist report. In order to get the best pricing, our timing is flexible, provided the work is completed by July 31 st. We have received all required tree removal permits from the City of Campbell. Please let me know if you have any questions. Regards, Jeff Warmoth <S.Winchester Blvd Report.doc> Steve Johnson steveals Lrventure sinc.corn <2015 City of Campbell pruning recommendations for El Caminito Ave.doc> 6 r BYLDAN o FORA � i REQUEST FOR INFORMATION RFI # C-1 JT Clarification Description Off-site curb handy-cap ramp Date: 10//18 Requested By: Clarum Sheet: C-3 of 8, Detail/Drawing/Section/Ref: Sent Via: overnight Mail I Msgr. Fax e-mail TRANSMITTED TO: Date Date Sent Transmitted to: Company: Due Date Received 10/18 AnthonyVera Acies Engineering 10/19 10/18 Jeff Warmoth Ventures Inc. 10/19 10/12 Steve Johnson Ventures Inc. 10/19 INFORMATION REQUEST: The handy cap ramp curb design is 3+" below the asphalt which will incur excessive grind and overlay to meet city standard. Please revise staking to comply/raise the pan lip, top of curb to reduce the,amount of grind. And re-stake these results. SIGNATURE: Steve Frampton Date 10/18 CC: INFORMATION RESPONSE: See attached PDF for the updated design. The adjusted grades will bring u the flow line 0.1' which will allow fora proper conform with the existing pavement. SIGNATURE: AnthonyVera DATE: 10/18/17 CC: 599.College Avenue,Palo Alto,CA 94306 Tel 650.322.7069 Fax 650.322.4550 J " -TG 2.08.10 TC 208.38 Li L G13 0.50% GB 7� "'A vll PV 208.02 v "o. 0 0 D o C) TC 208.55 C' 1)8,48 .29 c 208.50 C 208.30 P-208.6 -208. Lo B 208. T7 C"D LLJ 208.74 )L-J READY MIXED CONC,&� 4 F SAN JOSE PLANT GILROY PLANT 111 D 1404 SOUTH 7TH STREET 25 BUENA VISTA ARNING SAN JOSE, CA 95112 GILROY, CA IRRITATION TO HE SKIN AND EYES ACCOUNTING OFFICE: (408) 947-0669 (408) 848-1560 Contains Portland Cement.Wear Rubber Boots and Gloves.PROLONGED CONTACT MAY UALITY CONCRETE FAX: 408 947-0434 CAUSE BURNS:Avoid Contact With Eyes and Prolonged Contact With Skin.In Case of ( ) Contact With Skin or Eyes,Flush Thoroughly With Water.If Irritation Persists,Get DISPATCH: (408) 947-0159 Medical Attention.KEEP CHILDREN AWAY. FAX: (408) 947-0193 SOLD TO: SHIP TO: ... J`��-_l. . •- _:�rpy';.3". •t'. zc.. .14f_ :. _ ._... , 9 f} if:! ( ,. 4w-,',•' ';-!'i. :A+:d, 1 r. r, t -. +. .''�.'t.: t� �)�. � ,., 1. .'•;4:, I.¢�, ' s i.. TIME FORMULA LOAD SIZE YARDSORDERED USE DRIVER/TRUCK MAPCOORDINATE PLANT TRANSACTION# )::F��,r.i. I f r ,fr��I+'it.t;atErl �,t .I s_Q 4— b r6��4)t 44??� $�r t, �.bj•„ DATE CHARGE C.O.D. LOAD# YARDS DEL. BATCH# WATERTRIM SLUMP TICKETNUMBER PROPERTY DAMAGE RELEASE (TO BE SIGNED IF DELIVERY TO BE MADE INSIDE CURB LINE) WEIGHMASTER CERTIFICATE Excessive Water is Detrimental to Concrete Performance Dear Customer-The driver of this truck is presenting this RELEASE to you for your signature isoftheopinion - 11,10 Added B Request/Authorized B that the size and weight of his truck may possibly cause damage to the premises and/or adjacent property THIS IS TO CERTIFY that the following described com- Y if he places the material in this load whereyou desire it.It Is our wish to sl�you In every way that we can, modlty was weighed;measured,or counted by a hat in order to do this the driver is requesting that you sign this RELEASE rel eving his and his supplier from any ,responsibility from any damage that may occur In the preimsses and/or adjacent property,buildings, WelghmaSter,Whose signature Is on this Certificate,Who _ GAL sidewalks,driveways,curbs,etc.,by the delivery of this material,and that you also agree to help him' IS a recognized authority of accuracy,as prescribed b remove mud from the wheels of his vehicle so that he will not litter the public street.Further,as additional g Y Y P Y CONCRETE Is a PERISHABLE COMMODITY and BECOMES the PROPERTY of the PUR- consideration;the undersigned agrees to indemnilyand hold harmless the tlriver of this truck andthissupplar Chapter 7(commencing with section 12700)Of Division CHASER WHEN TRUCK IS LOADED.ANY CHANGES or CANCELLATIONS of ORIGINAL for any and all tlam, la the premises and/or adjacent property which may he claimed by anyone to have . arisen out of delivery of this order.Jurisdiction and Venue.Seller and Buyer agree that exclusive jurisdiction and 5 of California Business and Professions Code,.adminis- INSTRUCTIONS MUST he TELEPHONED to the OFFICE BEFORE LOADING STARTS. venue arising out alert related tothe subject matterotihis credit application and any sale afgoods from Sellerto The undersigned promises to pay all costs,including reasonable attorneys'fees, Buyer shall lie in lAe Superior Court of the State of California,County of Santa Clara. tered by the Division of Measurement Standards of the Incurred in collecting any sums owed. SIGNED California Department of Food and Agriculture. All COD-s not paid at time of delivery will be charged a$50.00 Service Charge and bear n interest at the rate of 10%per annum. WEIGHMASTER Not respponslhle for Reactive Aggregate or Color Duality._No Claims For Such Allowed r r r •a a• r, r Unless MadF;at Time Material is Delivered. r .1 A$50.00 Service.Charge and Loss of Cash Discount will be Collected on all Returned �OpO RECEIVED BY: I.1-7 j�•yl. �s .�;j_(.�(! �(� Checks. XExcess Delay Time Charged®$1.50/per minute QUANTITY CODE DESCRIPTION - UNITPRICE EXTENDED PRICE I_+f ,. ?;k1_I>�' I;_ .p.,_ ��t.`E.I, t-. �I'.(1.1�.i''t.t!'s!'oi',l�t d�51.. I E:.I•::: .,_,. ° *THERE WAS NO CONCRETE OR CEMENTITIOUS MATERIAL LEFT IN STREET OR STORM DRAIN BY STAR CONCRETE X RETURNEDTOPLANT LEFT JOB FINISH UNLOADING DELAY.EXPLANATION/CYLIN DER TEST TIMEALLOWED 1.JOB NOT READY..---' 6.TRUCK BROKE DOWN 2`SL'OW'P6UR'OR'PUMP, 7.ACCIDENT - a.TRUCK AHEAD ON JOBS 8.CITATION LEFT PLANT ARRIVEDJOB STARTUNLOADING 4.,WkIRACTOR-BRDke DOWN B.OTHER TIME DUE '`J` )''i' 5.ADDED WATER ' ERROR IN PRICE,EXTENSION AND ADDITION SUBJECT TO CORRECTION. ADDITIONAL CHARGE 1 - TOTALROUNDTRIP TOTALATJOB UNLOAD TIME DELAY TIME ADDITIONAL CHARGE 2 CUSTOMER COPY SUGGESTIONS FOR. PLACING CONCRETE SLAB TO MINIMIZE RANDOM CRACKING WHAT YOU DO WHY YOU DO IT STEP E. Level and compact sub grade, place 4" of STEP E. The sand provides a cushion for the concrete damp sand and grade so concrete and good drainage. poured j.s a consistent depth. STEP 2. Separate your new concrete from all STEP 2. The felt separates your new concrete from existing concrete with 1/2" -felt. Felt must existing, so it may shrink, expand., move up_ match the depth of your new slab. or down without a detrimental affect. STEP 3. Screen off your concrete. STEP3. Make sure there are no low spots. STEP 4. Roller bug Your concrete. STE'll 4. Once over the surface, it helps vibrate, con- solidate and give you a better finish. STEP 5. Fl.oat concrete with wood bull float only. STEP Wood keeps the surface open and allows the concrete to bleed preventing,water entrapment and discoloration and/or plastic cracking. STEP 6. Cut control joints perpendicular from edge STEP 0. These joints should allow the concrete to crack 1/4 the depth of the slab, using appropriate in the jqint taking the path of least resistance. spacing. 4" slab would be 8'x8'. STEP 7. Allow all bleed water to evaporate from the STEP If you do not wait for all bleed water to surface, then you can finish the concrete evaporate, you end up troweling your bleed with metal. trowels. water back into the surface, dramatically changing your water/I cement ratio, on the surface, causing a weaker surface. STEP S. When surface is finished,spray with a concrete STEP R. This protects the concrete from wind, beat -cure,if the concrete is colored you must use a and allows your slab to cure on its own cure formulated for colored concrete. giving you a much better finished product. STEP 9. Never add water or dry cement to the STEP 9, These two things also change water/cement - surface of your slab. ratio on the surface and can ruin your slab. 1,10? Sou IH 7T11 SFfU ET 25 GUPNA VISTA SAN JOS'E, CA 91il l2 GIV ROY, GA 'WNRNING IRRITATION TO THE SKIN AND EYES /;• __ J ACCOUNTING 01 f ICf' (408) 947-0669 (408) 84 1,�b0 onhln an f ,rll rear RUhI r Dort a la rm„a, rl mrl lcr0 I.unl rl MAY tN 111II':'r'�rJ R4C6L� LA�( (;}�!'� Q l,j_,.D;9 mil C4LI l F RI1.It� n l Maou Yol o.,Li f,n l l t t J. II m nl 1 II ,,in c F, s Ilu n lh to ut i,;y r', n l/nti.� it Ir (T - DISPAICFI. (408) 947 0159 Nnnlcal nttenroo I,FFP CHuDr.Fj nwnv. FAX: (408) 9'11-0 d 93 _ TIME ( I-ORIvIULA LOnDaI:E I YilORDtRFD IISL DRIVLf' IRUCh P,IAPC00RDINATE PLAN fu'RANSALTON1•' A;. N.IAI FR TR!PJI ol_UNIP TICKFT NUNIRLR DAIS CFIARGE CO.D. Iona,'+ (AfOSDE RATCIid , —.-- - - - rnorcerr nnrinc.Knr.nse WF'.IGIIMAslf d CIJ,I IFIC IFE Excessive Water is f9etrioioental to Concrete Performance I10 nF SIGNFII If DFI IVFIY TO Ii MAOE INSIDF CIIRH LINE.) 1 n:: o this h ck I 21 me I r L In y t rn. 1 MI5 IS TO CPIi11,`,'that±ha lollot:moil fiesta iherl eau- h 0 Addled C3 OD'+elect/Authairimlill By -.1 IIP ll I -t k bh' �. to IF,p / I - , - Y y tl 'I:In kl - -I I 19 . t 'C'.: II a sh 1 t hall I 11 Ih n cl I JII t o q this PLIF I qhis II mml rilOfl 'S rnl(.lad.lnc.lft ra. OI e.9rintaJ 7y a my,esp ms bull/Ire 1 any Oa 1ge 11,11 , ,,n, Io till ple I:,;, a JU adj r,.,1 p opc ly.hulth q;, w0ighillastel VJ110:.0 S;ignafIIfP Is Oil this CP11111Ga1C.who -- — - -. -.GAL .-- ilrv, II J „ .1 I Ih rl ly of II I;rll 11". ,�I , =.I h li n IP;or 11::'Cl allfllol ll,.' �1 lii ,cA ,,:I:::11111 tFA ll I .4:,If."II 1 I.I ..1.�4 -.id l r;.l 01'1 f,,ll fit l;r. 1. p:..:CII:1 Mi by CIIf CI I.IS a^F l:i'.IIL`CvfAA' Gl a'.I1J I-1,1fvI I:J Ih„I'R OI'LRI r 1 Ill u 1I1R- ,sc lu 1 im I oU,J;rs 1-not n1 111 - nl .,. -.( , II::I (;I lit 1,I: (COIfllOallr;IlltJ\^Jil l Se Cl1011 i7/li;lj O' ill'/ISIOO tall, ,I.l;^)HEN IFII K I LOA.UFO ANY f;IA:F;E .,I;,AN F.I.Lf:liOi:"of OHEB�,L tot a a.nnii-y to the woml , V adIa11oo Prnparty 11, p,b ,.la a 1y ,,I,I..,. INSTWJG[IONS MUST be TFLCPHONI II to the,OFFICE 31 FORF LOADING SIARIS. t1a o I m mo„nly t n Omer Jl Ismcu a anetrrn.a,rue aalDt,/ulnq eCmal : I cl •:nlann,a 5 0((',alilnlnia Nosiness and Professions f,Dde,adminis- qtl,JF,I IIF) ',5 1 t llMFill atU fit,101 W"01n,elM! h m to teat 1 .1 t?.::Di—win Grl J'I I'll I?%1511'.Lill Call S191lf arils QI Ih^ 1"C 1I 11rli0 1 r011 4"s r V9 11 JBFr� mrli dill Ica, lal . 1-all 1, F, ':_r. ,III. 11t.S fe U L1q I ,IaI..f L. '1•, n ro-.,. _.. - '.Ilr:l k"11nJ II,:tIIS .1 S1l 13, halitomia DOpluh ti Of FUDd and AQN:OItum— All CUD of pain II hr a of Iive,v ,,It to ch"'fill a$5000 Servme Cherrle.,I'd hear nle e l,1 he, ;,le of 10'�per liooll 1. a e a11111,1m -It ^a 1+4'k G';PJIAMHi Nr.t sl t INu far r.l tit Alq r,77e nl C„Io r-u,dily.No CPulns For rlrn,dl'.,.,Fd a s a •• a •e e• ' a I ^a. _.__. .--- __ ___-- .___-_ ---__. __—_-- u,ll,.y I,n<;;,, f,1.`AMno`Ann l i, l i-,eren e a .. A SS0.00 Smvirn Charpo awl Loss of Cash Disnmmt will he Collected nu ail Rehonro a I.0M.,RRCRIVI-11 BY. SC' L lelai lilri;Ghal y,o 9,1.5Nl tr I low' OUANTITY CODE DESCRIPTION UNIT PRICE EVENDEDPHICE TF IERf:WAS NO CONCRETE.OR CFMFNTITIOUS MA-1 F-RIAL LEFT IN STREET OR S1 ORM DRAIN BY STAR CONCRETE X REiUHPt1FD TO PI 11I�T ` LF:FTJOR FIf,IISfI UflLoliCIfIG UCL I'r LXPLAN,t1l ON I`I_INDF I't l T TINIL„I LOWED -- - - I ANI -- -.--- —- -- - - --- -I- - 1 JOB M1101 RRA.DY 6.1RIICK U10KI Dill i t'I fl R C.P.I-Il ht:l:1111 I'll _ 3. MUCK Alii.AD ON JOS C. Lll"J IM-II _ LEFT PLANT ARRIVEDJOR START UNLOADING CONFI AGIOR BHOKL DOWN l 01111-R TIME DUL - - - - - - - - ADDITIONAL CHARGE 1 MHOR IN race.(XI INSOH ANII ADDITION SURJECt TO c)Rmc`ION TOIAI-ROUND TRIP IOTAI AI JOR UNLOAD IjMF DFI A'r l IPlll_ ADDITIONAL - -- - --f- - - - -- -- - -- - - - - -- - - &1 Ire len" 0— �p R 1 1 A A 00%11 A A 4 fra; As?wns Tnu aw . MY A 0 Y.4 1 N 1 41 "IT) KV F&WAVY AN WSM JWJ I AT 'V(A 1 DO VVIN VS f 00 vo i j " am! k - ad dam4 {it I " p "orn'd' I 11'L Ci(.,,pa;rd a Ivor ) vw mmns; i4m W 1 hc 0i �""Jt !'.'oIL-a wmiun, w it way Aw epand, mavo W Mi 11 1 !�Wlcx ynu-". CorwrCk", OUT& (tic! "w" IN simpy"% it how QVIC, u0n 5:,-ourm o Pr: wrim :01 dam tKy, "k.!" A Vou Lgh 011y: SKY mlw �10;010 MY Alitlw aii WEIL�'r lucvElpr)�"Ifc J.61'wi. t11c, "I 1A T WV(M; Ch HOL wail If nil WON walc( w) is wad On"s Vomp M 14 -in 01 by ou 1 ('urc i'61 wifl11'c! lor kj)io ( 6" A till i:a. W Tf4A YONSO IMAM, C'v i.-ir ;.l-d'd v,,a I 1 0, e xy C :f14.A,a its Ci..L 4ti14 3� 1 ' �1 f 1AOd SOIII FI 7 FH s rm it 2Lr DUFWA 419 pt�dsi�dGs��C2 BAN Ja: 95112 c11J,w: Ial i•. ACCOl1N11NG OFI ICI:(408) 9A7 OGG9 (A08) 848 1�G0 IIDAITKII]OW III THE SKIN AND EYES Ca,udd, tar and Lr,end Wear nuhhrl Baols I id Gloves.:901.o TOLD CC IA1 T MAY ,Ol AT p 1 r _S CR r',,c .� FAX: (408) '94/-0434 C',LS1 01 RN A\o If I'),auu n t ., tiu R o1 nncd Culd1 Wit sill III( s•nt 1I MIT it In :yr- Il Ill nI:n11, -.h l:r.IF,r I lrr..n,lor I.r 1)ISPAFCI1 (408) W M9 r,u.1 l o ,- lu I ;.r I AX:(408) 9/it 0193 I I If FORMULA LOADSILt: YA110soll 1.RLD us[- DFvER/1RUGK f MAPGOORDINAFF IPLANI I'HANSAC1'ION3` I DAI V I CHARGE C.O.D. YARD i OAD# ` S II. BAI CF. WA I f:R ff41llrl I 11AN%IP I ICKE I N.J' IMN H _ I I I � I rnOPI OTY'0AL1AGf HLW AAL In rl y15ArJ a IS I,JL H,m vl;d,rD! Ires1cl r tHl,IINi, 4V[ii;HivtA51 r=R GEltFfl-lCAfi- I fi#GYd.SIn Water IS Hutrililent ll to Concrete Peirformmc@ L-C I.,lu 11.dry ,11,1n, :.""I s.lo a tars v le I nu•.r,pnl�oh TNIS IS to CEfirIFY that thr.1011min descllhed coin H G lidded N RB (lost/Authoriind R I liar II1 [U•nd.vd nht of III,1nICk n Y no.:41b1)GlUb,da,naV-la n pwall'im and o anld�ynl pronnnl y T y q Df II Ill` I tr nr 11 I di,,,hfd I I run d or II outv, to h I/on r G ry I)'.r t ' modify was w.Hfghed,measmod,or counted by a Of n d o to 0 t J 1, I V 1:ul n i l HFI r I II I.d 1 l Iran _ - pn I'r I ;'IN .P. a 9 r Jf': o 1 -re,I In•.t-1.V h1 SG Sl(la'.lt CId I.'n0(lu r e'tf!Irdilf v'ho UF� rl 1 1 a I t Ir 1 - I IF I o ItII I t 1 d 1 , a r A-01:11 'L`fl al tlinl il` Vl LCr II:a('. II .. tl t l I I IA: tI I 11 n bl t o I - , Ib I / V I•SC-lbOU by _ rll lr If I rY I d f Uft FR`)[f r•T. r lO ,ti 1 1 I7:9r Irl I.al �DdJ[e1 (r Jrmiwi1cinq fruit r.'.t t101' {?ijoj of Divimor• 17 Adt JIIlN .R.r7h Cj IQA,,;D A.`!Y ll 'WS'rr cA.,F lt,l ltlr75 r l'„nd;l �U•Irtn nw o(Inul,lu/of III,cod Junmrcuml dnd Vr,u,Sia,n,nY,:dm InA ex in n.lm.,,a1,lent 5 Of California Business and Profe.`AsronS Code,adrdlnls IAS'ROC IONi 011.,S1 hp It Li RIIONn D w Iho OF[ICc BI+C1:`1011i Sii,F l$ wn ,1 9GulolaW❑fidu to dlo Soule Lm'Ttel Of ll J'I oV-dlo A91 fry--dlc of uoo9;,Itam Sdh,r to 111t urid FlrSHInEd pronllsaS W aay a9 ca4IS, including masflnabIr itttolne" III @ry; •Ins. n!Il,aeaara'coon of r ,,,,P:,:I 111b, d G,wl,of S, 1._,.d fered ny the Division of Measuromonl Standard$of the ntcd.,,o In rltl:'ur'Inn Ilt ,m,,uwG. slrvtJ Califor'11,)lervi i:mr9t of i')old and Apmocolfure Al, o OI put 1— I I 11 J I rl l90 S -L,. 1 "II I r Ir, It r t o n 1u a N� :�• r' a A(y� .,lh�,{'r Y!l',ICr llbli'„ill l` IIIUn 1 U.. fit a nn •I 9 Id 1 U: •r r: ,.c y > t, .re •r is a 1 Dnl s Id a In, I`.rA 1 01 1. i J,11. c _v H..1 a'f.S.-)F Ate• , A aol)00 SGn,cc-Charge And Loss of Cu,b )Isrnun!n.,If al-Collumon oil a n,,u,nn 1 LOA1 Rr CL n Chack, Lsea„o1a', -Im..Lila der. .I"seron mlvun CUANI!TY MIDI PES(;itnPI ON UNIT PRICE :XIINDF I.G1 I "7HF111 VJAS NC CONCAFTE 0I-1 Cf k6l N)ff IOUS MATFRIAL I FET iN 31RkL;UN STOHM.DRAIN HY STAR CONGRETL x _ RH URNLD TO PLANT LEFT JOB l I INISH UNLOADING I. DELAY EXPI ANATION/CYI INDI Fi TfISI I IMF ALLOWED + I JOB N 't 1.A9Y r'_'l-'- ;RG'CF[10W-N 1 I > SIMI,-)fill nil:"ore' : r,,`.II^ IT _ :IICC:A,i 116 JN JC, J :I rr..11;`. I T FILM ARRIMf DJOB I SfARTUNIOAOING I CON,RA17101H BROrii CU.", c1.1 1, 1 t TIME Gil[ o ADD;n WAII R AtJpll{41MGt.l HAR(? 1 IT Nr'III t,mnll•:At,r,a nuPlslrrc"mciraa+lluN ffi fAL ROUND TRIP I TOTAL A J[l6 !1Nl DI1D Tllvlf — — I UU AY 1 IMF AptflTlIDNA4,CNANl:f 2 PLACING' i FI G' Ck'rt S } �'vv HA ��!pOU _C1 SAY!; �'t ]Sf YOU ��3O a , .Se aJ 2..,l i$a �i„. �aS4 Y'�i.sC�., aY d; �,_V.'`�C<.".` . �.1l.u;m, � L.F.#� �{{::{'F ,'f.1 C San(" xa 4�E M1_.$+i{,`.k ..�.i15.F,l�fa ,io',:.-5 c,,o #..ruk dr..Elap sand and g(t`I, i. so 5 4 9 y / # u,�.,;3�'la t� .� your new ".�'.t �,r .�E- f3.�r.�i'i existing �,s�r Crete will e/2 Celt- 1"f 2g E must existing,, so it r"ay AM, (:xpmut mcna- €S.p ti.atcl, deptin of yonil` u (Own M".5wt a Strimentalaffect, t, Steen o ,�1471?r :(�I :»,m, €J,t :a. Msa,ku sive Terc mu no sos'4s , pow 1{ pa_ R llot" Lill �S'��'3'r 3?.'x�O. h' OnE°t',' t"' ",y f t' ` , 5,� ,y, I V.bi:7}a-w- ` ,,'X-. 5. Hoot t�oncrety with �.�,joo(1 bull t6nat o.mly. ti'r{a' . Wc o d lk(" p", _; Si r1 and i'dI('iN'V% %hE° cc, eacro. k, .v'� and <li,cOmAT Ci.rvlvo, c,t"[.w.idi-lg, Cut `t. [z'�` o ;",''4 e °e€ `�' d 3.� ^'�' f 'f'S..>.FL 4�v3'�'t.-e.e�� i3...t.: tA�,r ��,.�ji �i�. .�+ ��i3 114 tlwa &�pl dzlb.. s,d.;tt"g &a;t� �t'ti':4 i;g"4 j,," > 'i' ;,t i ,t qt v a Y�6-ail, i ,>.fa'i at. a_a..:_. _fs. _ 3')t Ss. fa1i�:.°x`'ti, W d a.,:1 c..' vr'moi tci a''vwp�ot€.�t,.a 1 .)Im t.30, .:a. y ,l,x F.<o -Gvu?.t R a,.! WaU,e if-r. U.l' zt OICIJ YOU COn HAS alla d:Ci31,acto M ',Y"ttw9m V t ?t €"F.3 up ir'l'wjjnk you.-f £ . : 5 T, water � s i. ;� fit.t ,cst+�'� ,i m., ' d8`,/ t�J t Pt"s�E¢�-. �'t�'�T�t"s,,. back � ,�t'J . .�., t.l _ fit, si S'l1,rfi-1C r, Clt.lSillrr a, iv/ N$1`;{, r i ��t r! t ._ ( ° S YLP '.., t l € i ?.viia t��B:: � 1`.f- tl� �?zc�� w�. ire tEtk$'�1.i i �,ii:Otei,. �."..rJ,l.l'i �.�� 11"onn. �� of , t,-L", if the€;€33i'7c1t"trf is`olatsi'cd You i1wsl use a and W{3'lstTS Your slait7 to L ufvT or it`ai own Never it{ t3 ?;"t'3" € duy £.;.111:,i"t €.3 s? t_' ,Tci";J Th v s c"YS) ii.a yta Cia:li3 } `.$t. li(" . iz ,,, we of your slab. ratio `n the srrrtla e and curl ruin your lab, EADY MIXED CONCH y a rF SAN JOSE PLANT. GILROY PLANT W 8 SP B 5 p 1404 SOUTH 7TH STREET. 25 BUENA VISTA WARNING SAN JOSE, CA 95112, GILROY, CA IRRITATION TO THE SKIN AND EYES ACCOUNTING OFFICE: (408)'947-0669 (408) 848-1560 Contains Portland Cement.Wear Rubber Boots and Gloves.PROLONGED CONTACT MAY QUALITY CONCRETE FAX: 408 947-0434 - CAUSE BURNS.Avoid Contact withl Eyes and Prolonged Coatact'With Skin.in'Case of ( ) Contact With Skin or Eyes,Flush Thoroughly With Water.,If Irritation Persists,Get DISPATCH: (408) 947-0159 Medical Attention.KEEP CHILDREN AWAY. FAX:'(408) 947-0193 SOLD TO: .` SHIP TO: Ta`eea', rz tr 1... l TIME FORMULA LOAD SIZE YARDS ORDERED- USE ' " DRIVER/TRUCK MAP COORDINATE PLANT TRANSACTION# DATE CHARGE C.O.D. LOAD# YARDS DEL. BATCH# � WATER TRIM SLUMP TICKET NUMBER' PROPERTY DAMAGE RELEASE '- �.. (TO BE SIGNED IF DELIVERY TO BE MADE INSIDE CURB LINE) -WE M IGHASTER.CERTIFICATE E cessive Water is.Detriobittal-td,Concr�te Perfor ance Dear Customer-The driverolthis truck is presenting this'RELEASE to you for your signature Ia,bf theopinicn THIS TO CERTIFY that the following described com- / � H 0 Added B Re nCst "Ot OrlZed�B t That the size and weight of his truck may possibly cause damage to the premises and/or adjacent property ( �S 2 y �A- �. Y '" ` if he places the material in this load where you desire it..lt is our viish to help you In very way that we can, modlly'Was weighed,measured,or counted by a but in order to do this the driver is requesting that you sign this RELEASE relleving his and his supplier from any responsibility Irom any damage that may occur to the premisses and/or adjacent property,buildinga, weighmaster,whose signature is on this certificate,who GAL -sidewalks,drive-ways;curbs,etc.,by the delivery of this material,and that you also agree to help him IS a recognized authorit °Di,accurac as prescribed b ' remove mud from the wheels of his vehicle so that he will not litter the puhlic street.Further,as additional 9 y y p y CONCRETE is a PERISHABLE COMMODITY and BECOMES the PROPEQTY Of th¢'PUR consideration,the undersigned agrees to indemnity and hold harmless the drlver of this truck and this supplib( Chapter 7(commencing with section 12700)of Division CHASER WHEN TRUCK IS LOADED.ANY CHANGES or CANCELLATI(JNS,of ORIGINAL for any and all damage to the premises and/or adjacent property which may be claimed by anyone to have, arisen out of delivery of this order.Jurisdiction and Venue.Seller and Buyer agree that exclusive jurisdiction and 5 of California Business and Professions Code,adminlS- INSTRUCTIONS MUST be TELEPHONED to the OFFICE BEFORE LOADING STARTS. venue arising out of and related to the subject matterbfthis credit appoint and any sale of golds from Seller to feted b the DIVISIOn Of Measurement Standards Of the The undersigned promises to pay all costs,including reasggabIC-a'ttbrrieyS'fees, Buyer shall lie in the Superior Coud of the Slate of California,Cbunty:�SaA Clara, f y Incurred In collecting any sums owed, 'SIGNED t t 77,• _.,tt, f California DepRfttnent Of Food and Agriculture. All COD-s not paid at time of delivery will be charged a.550.00 Service Charge and bear X I ! Interest at the to of 10%per annum. E e r r WEIGHMASTER. Not responsible for Reactive Aggregate or Color Quality.No Claims For Such•Allowed Unless Made at Time Material is Delivered. f E gal 10r _ A$60.00 Service Charge and Loss of Cash.Discount will be CPllected on all Returned LOAD RECEIVED BY: I • y % + i F LJe'(-'; 3: f..fi 1;"+L. (v I Checks. ' X �-- Excess Delay Time Charged @ S1.50/per minute QUANTITY CODE DESCRIPTION UNIT PRICE EXTENDED PRICE 1L{':)„ .;;;;1Vr") .:i)_ c'_.!r<!''.a<•,lf;-il,cl,i f.+. fit'„3:a I3P ..'iv'�I., ji�:,-,+,I1�.?';. .� -Yr.l{.f' - 12, i�lv Ply- *THERE WAS NO CONCRETE OR CEMENTITIOUS MATERIAL LEFT IN STREET OR STORM DRAIN BY STAR CONCRETE X RETURNED TO PLANT LEFT JOB fiNISHUNLOADING� DELAY EXPLANATION/CYLINDERTEST TTIMEALLO�NED s 1.JOB NOT READY 6.TRUCK BROKE DOWN ' t`.:'':!« d?SLOW POUR OR PUMP , 7.ACCIDENT .TRUCK AHEAD ON JOB •8.CITATION PLANT .A IVER•JOB SibRT UNLOADI G 4.CONTRACTOR BROKE DOWN 9.OTHER - 5.ADDED WATER ERROFINN P,ICE,EXTENSION AND ADDITION SUBJECT TO CORRECTION. ADDITIONAL CHARGE 1 TOTALROUNDTRIP TOTALATJOB �UNL ADTIME 1)EL#YT,IME ADDITIONALCHARGE 2/ (/ I I I I CUSTOMER COPY SUGGESTIONS FOR PLACING CONCRETE SLAB TO MINIMIZE RANDOM CRACKING WHAT YOU DO WHY YOU DO IT STEP 1. Level and compact sub grade, place 4" of STEP i The sand provides a cushion for the concrete damp sand and grade so concrete and good drainage. poured is a consistent depth. STVP2. Separate your new concrete from all. STEIP2. The felt separates your new concrete from existing concrete with 1/2" felt. Felt must existing., so it may shrink, expand, :move Lip match the depth of your new slab. —or down without a detrimental affect. SIT'll 3. Screen off your concrete. S1 EP3. Make sure there are no low spots. STEP 4. Roller bug Your concrete. STEP 4. OnQe over the surface, it helps vibrate, con- sb1idate and give you a better finish. STEP 5. Float concrete with wood bull float only. STEP Wood keeps the Surface open and allows the concrete to bleed preventing water entrapineiit and discoloration and/or plastic cracking STEP 0. Cut control 'oints perpendicular from edere STEP6. These joints should allow the concrete to crack 1/4 the depth of the slab, using appropriate in the joint taking the path of least resistance. spacing. 4" slab would be 8'x8'. STEP 7. Allow all bleed water to evaporate from the STEPT If you do not wait for all bleed water to surface, then you can finish the concrete evaporate, you end up troweling your bleed with metal trowels. water back. into the surface, dramatically changing your water/cement ratio, on the i stirCace, causing a weaker sL rtace. 'Wh en surface is finished,spray with a concrete STEP . This protects the concrete from wind, heat cure., if the concrete is colored you must use a and allows your slab to cure on its own. giving you a much better finished product. cure formulated for colored concrete. SSE Y9 Never add water or dry cement to the STEP 9. These' ,two things also change water/cement surface of your slab. "..ratio on the surface-and can-ruin your stab.. Syed Wahidi From: Syed Wahidi Sent: Monday, September 17, 2018 12:26 PM To: Ron Taormina Cc: Alex o dwOo ; Roger Storz Subject: Street n:s atI. Carr�initca/Winchester Attachments: IMG_2332.JPG Hi Ron, The street signs shown in the picture were removed during development project and is part of punch list to be replaced. Do we have different signs (style/size) now or they can install the same type as before. Developer wants to know if sign has changed,then can City install them? Syed Wahidi Public Works Inspector City of Campbell Public Works Department 70 N. First Street Campbell, CA 95008 www.citvofcampbell.com 408.866.2165 1 f Syed Wahidi From: Syed Wahidi Sent: Thursday, August 09, 2018 8:15 AM To: 'Steve Frampton'; Matthew 1ue Cc: Roger Storz; 'Jeff Warmoth'; 'Linda Lugo'; 'Michael Kaizoji' Subject: 2295 S Winchester Blvd Attachments: IMG_2133.JPG;IMG_2121.JPG;IMG_2122.JPG;IMG_1267.JPG Steve, We are still waiting for the following items to be completed to close out the project and rVUnd deposits: � 5} {d Q�n te-get-e ft 7°` -learan'ce, GTTOpRi- _��� �,z Pics attached. Matthew, According to developer,the new business property do not want "No Stopping" sign in front. Please see attached pics if we can allow that? Syed Wahidi Public Works Inspector City of Campbell Public Works Department 70 N. First Street Campbell, CA 95008 www.citvofcampbell.com 1408.866.2165 -----Original Message----- From: Syed Wahidi Sent:Tuesday, March 27, 2018 10:49 AM To: 'Steve Frampton' Cc: Roger Storz;Jeff Warmoth; Linda Lugo; Michael Kaizoji Subject: RE:Winchester Station/TCO Sign location is shown in attached picture. Also, please install more cobbles as water seems to be washing mulch onto sidewalk. Would be better if you install as per marked in the second picture. I noticed that some items are already done so the revised list of remaining work is: -Sidewalk west of the driveway shall be removed and replaced to align properly and remove the hump. -All down spouts in the dirt area need to be addressed to avoid erosion - Relocate post and "Budd Ave" sign (Picture attached) Syed Wahidi Public Works Inspector 1 - City of Campbell Public Works Department 70 N. First Street Campbell, CA 95008 www.citvofcampbell.com 1408.866.2165 -----Original Message----- From:Steve Frampton [mailto:steve@clarum.com] Sent:Tuesday, March 27, 2018 8:44 AM To:Syed Wahidi Cc: Roger Storz;Jeff Warmoth; Linda Lugo; Michael Kaizoji Subject: Re:Winchester Station/TCO Since the "no stopping at any sign was removed, where do you want the Budd Ave sign? Sent from my iPhone >On Mar 27, 2018, at 8:40 AM,Syed Wahidi<SSvedW@citvofcampbell.com>wrote: >The work remaining: >-Sidewalk west of the driveway shall be removed and replaced to align properly and remove the hump. >-Complete all striping per plan (including right turn arrow at >driveway exit) >- Install R3-5R sign at the driveway median >-All down spouts in the dirt area need to be addressed to avoid >erosion >- Replace one broken service box lid along Winchester Blvd >- Relocate post and "Budd Ave" sign (Picture attached) > >Syed Wahidi > Public Works Inspector >City of Campbell Public Works Department >70 N. First Street Campbell, CA 95008 www.citvofcampbell.com >408.866.2165 >-----Original Message----- > From: Roger Storz >Sent: Monday, March 26, 2018 1:27 PM >To: 'Jeff Warmoth'; Bill Bruckart; Daniel Fama >Cc:Syed Wahidi; 'Steve Frampton' >Subject: RE:Winchester Station/TCO > Hi Jeff, > I believe Steve is addressing all of our requirements (primarily the sidewalk on El Caminito,the signage on Winchester, and at the signage and pavement markings restricting left turns at the parking lot exit). > Roger >-----Original Message----- > From:Jeff Warmoth [mailto:ieffwarmoth@gmail.com] >Sent: Monday, March 26,20181:23 PM 2 >To: Bill Bruckart; Roger Storz; Daniel Fama >Subject: Re:Winchester Station/TCO > Bill, Daniel and Roger- >Gents, >We need a final, comprehensive to do list. We need occupancy no later than 4/1 or we will wreak havoc in the lives of our future residents. > Please help. >Thank you very much. > >JW >> On Mar 23, 2018, at 1:24 PM, Bill Bruckart<BBruckart aPcityofcampbell.com>wrote: >>As soon as all Depts. are ok with allowing occupancy we will talk. Bill >>Sent from my iPad >>>On Mar 23, 2018,at 1:15 PM, Steve Frampton<steve@clarum.com>wrote: >>> Bill,this is a status report for Winchester Station. >>>The elevator is complete, alarm is monitored. Inspection request is at the state elevator inspection desk as of now no inspection date is set with them. When are is given I'll schedule fire alarm, Santa Clara Fire and Campbell Building for inspections. >>> If all these inspections are approved will you issue a TCO so clients can have tenant occupied ? »S >>>Thank you >>>Sent from my iPhone ><IMG_1264.JPG> 3 pp ry 5.' 5 '17 t � � r. 4 v� t r n rY� �4' 4 P, �.� ti i•r�,,ry wed Wahidi From: Syed Wahidi Sent: Tuesday, March 27, 2018 10:49 AM To: 'Steve Frampton' Cc: Roger Storz;Jeff Warmoth; Linda Lugo; Michael Kaizoji Subject: RE:Winchester Station/TCO Attachments: IMG_1267.JPG;IMG_1272.JPG Sign location is shown in attached picture. Also, please install more cobbles as water seems to be washing mulch onto sidewalk. Would be better if you install as per marked in the second picture. I noticed that some items are already done so the revised list of remaining work is: Sidewa west o e n veway shall be removed and replace to a ig-n proper y and remove h.e p - U nt spauLs in the dirt area need to �e addressed to avoid erosion - Relocate post and gta (Picture attached) Syed Wahidi Public Works Inspector �— City of Campbell I Public Works Department r 70 N. First Street I Campbell, CA 95008 www.citvofcampbell.com 1408.866.2165 -----Original Message----- From: Steve Frampton [mailto:steve@clarum.comj Sent:Tuesday, March 27, 2018 8:44 AM To: Syed Wahidi Cc: Roger Storz;Jeff Warmoth; Linda Lugo; Michael Kaizoji Subject: Re:Winchester Station/TCO Since the "no stopping at any time" sign was removed, where do you want the Budd Ave sign? Sent from my iPhone > On Mar 27, 2018, at 8:40 AM, Syed Wahidi<SyedW@cityofcampbell.com>wrote: >The work remaining: >-Sidewalk west of the driveway shall be removed and replaced to align properly and remove the hump. >-Complete all striping per plan (including right turn arrow at >driveway exit) >- Install 113-511 sign at the driveway median >-All down spouts in the dirt area need to be addressed to avoid >erosion >- Replace one broken service box lid along Winchester Blvd >- Relocate post and "Budd Ave" sign (Picture attached) > 5 Syed Wahidi > Public Works Inspector >City of Campbell Public Works Department >70 N. First Street Campbell, CA 95008 www.citvofcampbell.com . >408.866.2165 >-----Original Message----- > From: Roger Storz >Sent: Monday, March 26, 2018 1:27 PM >To: 'Jeff Warmoth'; Bill Bruckart; Daniel Fama >Cc: Syed Wahidi; 'Steve Frampton' >Subject: RE: Winchester Station/TCO > Hi Jeff, > I believe Steve is addressing all of our requirements (primarily the sidewalk on El Caminito,the signage on Winchester, and at the signage and pavement markings restricting left turns at the parking lot exit). > Roger >-----Original Message----- > From:Jeff Warmoth [mailto:ieffwarmoth@gmail.com] >Sent: Monday, March 26, 2018 1:23 PM >To: Bill Bruckart; Roger Storz; Daniel Fama >Subject: Re:Winchester Station/TCO > Bill, Daniel and Roger- >Gents, > >We need a final, comprehensive to do list. We need occupancy no later than 4/1 or we will wreak havoc in the lives of our future residents. > Please help. >Thank you very much. >JW, >>On Mar 23, 2018, at 1:24 PM, Bill Bruckart<BBruckart@citvofcampbell.com>wrote: » >>As soon as all Depts. are ok with allowing occupancy we will talk. Bill >>Sent from my iPad >>>On Mar 23,2018, at 1:15 PM, Steve Frampton<steve@clarum.com>wrote: >>> Bill,this is a status report for Winchester Station. >>>The elevator is complete, alarm is monitored. Inspection request is at the state elevator inspection desk as of now no inspection date is set with them.When are is given I'll schedule fire alarm,Santa Clara Fire and Campbell Building for inspections. 2 »> '»> If all these inspections are approved will you issue a TCO so clients can have tenant occupied ? >>>Thank you >>>Sent from my iPhone ><IMG 1264.JPG> 3 6 1 � Syed Wahidi From: Syed Wahidi Sent: Tuesday, March 27, 2018 8:41 AM To: Roger Storz, 'Jeff Warmoth' Cc: 'Steve Frampton' Subject: RE:Winchester Station/TCO Attachments: IMG_1264.JPG The work remaining: -Sidewalk west of the driveway shall be removed and replaced to align properly and remove the hump. v<omplete all striping per plan (including right turn arrow at driveway exit) - Install R3-5R sign at the driveway median -All down spouts in the dirt area need to be addressed to avoid erosion �fKeplace one broken service box lid along Winchester Blvd - Relocate post and "Budd Ave" sign (Picture attached) Syed Wahidi Public Works Inspector City of Campbell Public Works Department 70 N. First Street Campbell, CA 95008 www.citvofcampbell.com 1408.866.2165 -----Original Message----- From: Roger Storz Sent: Monday, March 26, 2018 1:27 PM To: 'Jeff Warmoth'; Bill Bruckart; Daniel Fama Cc: Syed Wahidi; 'Steve Frampton' Subject: RE: Winchester Station/TCO Hi Jeff, I believe Steve is addressing all of our requirements(primarily the sidewalk on El Caminito,the signage on Winchester, and at the signage and pavement markings restricting left turns at the parking lot exit).. Roger -----Original Message------ From:Jeff Warmoth [mailto:ieffwarmoth@gmail.com] Sent: Monday, March 26, 2018 1:23 PM To: Bill Bruckart; Roger Storz; Daniel Fama Subject: Re: Winchester Station/TCO Bill, Daniel and Roger- Gents, We need a final, comprehensive to do list. We need occupancy no later than 4/1 or we will wreak havoc in the lives of our future residents. 1 , '' 'Please help. Thank you very much. 1W >On Mar 23, 2018, at 1:24 PM, Bill Bruckart<BBruckart@citvofcampbell.com>wrote: >As soon as all Depts. are ok with allowing occupancy we will talk. Bill >Sent from my iPad >>On Mar 23, 2018, at 1:15 PM,Steve Frampton <steve@clarum.com>wrote: >> Bill,this is a status report for Winchester Station. >>The elevator is complete, alarm is monitored. Inspection request is at the state elevator inspection desk as of now no inspection date is set with them.When are is given I'll schedule fire alarm,Santa Clara Fire and Campbell Building for inspections. >> If all these inspections are approved will you issue a TCO so clients can have tenant occupied ? >>Thank you >>Sent from my iPhone 2 r Syed Wahidi From: Syed Wahidi Sent: Wednesday, February 14, 2018 11:32 AM To: 'Steve Frampton' Cc: Roger Storz Subject: 2295 S Ul/inchester 6ivd--PurrcN is ' Hi Steve, Here is a punch list for the project: Vv+ G -Sidewalk west of the driveway shall be removed and replaced per plan r, . � 5 ��-�+ � ? -Complete all striping per plan (including right turn arrow at driveway exit) - Install R3-5R sign at the driveway median -All down spouts in the dirt area need to be addressed to avoid erosion (cobbles may be a good solution) - Replace one broken service box lid along Winchester Blvd -General cleanup/sweeping is required all along the frontage GIB u 1ti-� Syed Wahidi Public Works Inspector City of Campbell Public Works Department 70 N. First Street Campbell, CA 95008 www.citvofcampbell.com 408.866.2165 1 �f�r - INSTALL "RIGHT TURN 1J �o f,6 ONLY" SIGN PER K%P f(y��� �ooho `CALIFORNIA MUTCD •R3-5Ri T, / I ,, i i DPE ISER TEE H ��` fo�i� I If " / TRAFFIC RA �' H—RIM 20 c. ;/ �' V 201.46 6" THRU OPEN GRATE COVE on`cR TE s! �r,A! �` COMMERCIAL 207.866 TRENCH PLAT ti° .oat 208.00 METERS. SEE — _ ----- . — — -- -VALLEY GU ER 207.9 - - - - - )8.431',I� — —_ — 07.8 — — — - - - -Dense Tres- - - `o +� 207.65 209RIM 207.55 RIM207.90 asi 207.8INV 203.20 ! J% INV 200.90 4" RN%L 207.9 } a � IM 2(8.4 / rL 8 LF�1 Z" SD �- Mill", INV 2 S=0.04 � fr; �.� .._ Mg e� SDCO INV 202.57xU� f„ ® �y _ 4" /RI 208.5 / INV 202.86 EY� -& ��F 4• .,�� N INV 202.64 / INSTALL TYPE IV (R) � {s, 208.3 ARROW MARKING PER LF 6" SS rAlTR Z 5=0.02 208.6 t . , Syed Wahidi From: Roger Storz Sent: Friday, March 23,2018 12:56 PM To: jeffwarmoth@gmail.com; Syed Wahidi; 'Steve Frampton'; 'Chris Beach' Cc: Erin Kamikawa; Daniel Fama; Ryan Amaya;JoAnna Thomason Subject: RE:Tract Map 10309 (2295 S.Winchester Blvd.) - Monument Bond Release Attachments: Monument Bond Release.pdf Good Afternoon, Now that this project is almost complete, please make sure to submit the attached Monument Bond Release form to certify that all monuments have been set per Tract Map 10309. Once the form has been signed by all parties please submit to Syed so that he can perform his inspection of the monuments and sign-off as well. Once completed,we will initiate the release of the$7,500.00 cash deposit. Thank you, Roger From: Chris Beach [mailto:cbeach(abkierwright.com] Sent: Wednesday, January 10, 2018 11:26 AM To: Roger Storz Cc: Erin Kamikawa; Ryan Amaya; Daniel Fama;jeffwarmoth(abgmail.com; Joy Francois Subject: RE: Tract Map 10309 (2295 S. Winchester Blvd.) - Certificate of Correction Thanks Roger! I will have our runner pick it up today. I'll keep you posted on when it gets recorded. Chris Beach ] Project Surveyor >< Kier&Wright Civil Engineers &Surveyors, Inc. w 3350 Scott Blvd. #22 1 Santa Clara, CA 95054 t 408.727.6665 1 f 408.727.5641 1 Please consider the environment before printing this email. From: Roger Storz [mailto:ropers@cityofcampbell.com] Sent:Tuesday,January 9, 2018 3:33 PM To: Chris Beach<cbeach@kierwright.com> Cc: Erin Kamikawa <ekamikawa@kierwright.com>; Ryan Amaya <ramaya@kierwright.com>; Daniel Fama <danielf@citvofcamobell.com>; ieffwarmoth@gmail.com;Joy Francois<JovF@citvofcampbell.com> Subject: RE:Tract Map 10309 (2295 S. Winchester Blvd.)-Certificate of Correction Chris, Amy has signed the original (see attached). Please pick up the signed original and have it recorded at the County. Please provide me with a Conformed Copy. \ 6 Thank you, `•ti Roger 4 From: Chris Beach [mailto:cbeach@kierwright.com] Sent: Tuesday, January 09, 2018 2:00 PM To: Roger Storz 1 Cc: Erin Kamikawa; Ryan Amaya; Daniel Fama;jeffwarmoth@gmail.com Subject: RE: Tract Map 10309 (2295 S. Winchester Blvd.) - Certificate of Correction Roger, Attached is the updated and signed Certificate of Correction. We will send over the original for Amy's signature. Let me know if any other information is needed. Thanks! Chris Chris Beach I Project Surveyor k* Kier&Wright Civil Engineers &Surveyors, Inc. W 3350 Scott Blvd. #22 1 Santa Clara, CA 95054 t 408.727.6665 1 f 408.727.5641 1 Please consider the environment before printing this email. From: Ryan Amaya Sent:Tuesday,January 9, 2018 7:49 AM To:Chris Beach <cbeach@kierwright.com> Cc: Erin Kamikawa <ekamikawa@kierwright.com> Subject: FW:Tract Map 10309 (2295 S. Winchester Blvd.)-Certificate of Correction Chris, Can you please update the certificate of correction and print it out for me to sign.See below. Ryan Amaya I Vice President I P.L.S. 8134 Kier&Wright Civil Engineers &Surveyors, Inc. k' 3350 Scott Blvd. #22 1 Santa Clara, 'CA 95054 " t 408.727.6665 1 f 408.727.5641 1 www.kierwriciht.com Please consider the environment before printing this email. From: Daniel Fama [mailto:danielf cityofcampbell.com] Sent:Tuesday,January 2, 2018 4:28 PM To: Roger Storz<rogers@cityofcampbell.com>; 'Jeff Warmoth' <ieffwarmoth@gmail.com> Cc: Ryan Amaya <ramava@kierwright.com> Subject: RE:Tract Map 10309 (2295 S.Winchester Blvd.)-Certificate of Correction Hi Jeff—As a reminder, we also need the deed restriction binding the sale of the two commercial condos to one owner. Additionally, can you or Steve call Abraham with HouseKeys (408-684-0769) to discuss the BMR units? Thank you, Daniel From: Roger Storz Sent: Tuesday, January 02, 2018 1:30 PM To: 'Jeff Warmoth'; Daniel Fama 2 Cc: Ryan Amaya Subject: RE: Tract Map 10309 (2295 S. Winchester Blvd.) - Certificate of Correction Happy New Year Jeff, Yes,this works fine, however please have Kier&Wright update the certificate for the City Engineer's signature instead of the City Surveyor. Our City Engineer is:Amy Olay, RCE 61922 Thank you, Roger From: Jeff Warmoth [mailto:jeffwarmoth(�i)gmail.com] Sent: Friday, December 22, 2017 11:01 AM To: Daniel Fama; Roger Storz Subject: Re: Tract Map 10309 (2295 S. Winchester Blvd.) - Certificate of Correction Does this work? Merry Christmas! JW 3 Syed Wahidi From: Matthew Jue Sent: Monday,July 31, 2017 9:33 AM To: Syed Wahidi Subject: Traffic Control Plans for 2305 South Winchester Boulevard (at El Caminito Avenue) Syed, Here are my comments on the traffic control plans for 2305 South Winchester Boulevard (at El Caminito Avenue). Sheet TC-2(Sidewalk Closure) 1. The pedestrian detour plan that begins at Winchester/Kennedy is incomplete. One more M4-9b(Detour 4)sign is needed facing southbpund pedestrians on the southeast corner of Winchester/Budd. 2. Similarly,the pedestrian detour plan that begins at Winchester/Budd is incomplete. One more M4-9b (F Detour) sign is needed facing northbound pedestrians on the southeast corner of Winchester/El Caminito. 3. Why is a STOP sign shown at the northwest corner of Winchester/El Caminito? What traffic would this sign face? Sheet TC-3(Lane Closure) 1. Why is a STOP sign shown at.the northwest corner of Winchester/El Caminito? What traffic would this sign face? OF•CA,yA Matthew Jue, P.E.,T.E., P.T.O.E. `4' ;!� Traffic Engineer U r City of Campbell Public Works Department 0 o 70 N. First Street j Campbell, CA 95008 do G� 1v�vNv..citvofciirnpbell.com 408.866.2150 •�RCHAR�• 1 L f,-3 3 H""N 2 A u",r I 7r -7-7777- ox, --by mq J 'd r 2, -Tc- -.Af "A, Ali 4 h A j I p RT F F'r R i lnkP V"L — 'TM1 OR 1.1 �T:7 1 At (VDT�21 P- -oln« Co 1, Rl!=NV%4f!NDM0 MINII IJM TRENCI !IOTA FOR ENCABEIAENTIYMNDRI,'BeR TAR$O.D. -118'. STANDARD FIPF.INVALLATION MAY RP-QUIRe A WDEA TRENCH.FOR N41NINtUM TRINCH liVIDT?,118 05 STANDARD PIPE WERENO G TM OMW-j3E,MAKOSWK .q Gjk' mEmlaNV,FL0'0/ASLS MATURIALmaou nme IsL-URRY rma wrH � ,FL IX FIU,OLS M,CONCRUE vc;),0 m"Sp W4(M tITIONS-TOOA IDW(SNOINEER OF T9,KUNEM-EMI FOR THE MORO PROJEOT,ANDSITgW.� MALL 171101PATEDLOADIVO J. CONCRETE=LAR VALL eE DESIGNSO V OTHERS�SNG[kEER CF FEC00.C ONTRAC7 ENGINEEP. STC.)FOR TH,12 SPMR0 PRNECT AND SITE CORDITE 0fiSTO-OARKY.ALL ANTICIPATED LOADING, 4. FOR PRWECTS Vel-SRE CONJM EXCE EOD THE PAN IMUNI OR M&VjPwIU M VALU EEI 83-10(MCI)PITACT ADS FOR SPECIFIC fUNMAM Ali D MIJAMW Ult C GPM fay, A71M= QU14W SMMO, TIR PI THII IXTAJL MILO ON VrOVANM POW1310 TO AM. Dwuja f3 mIDIDED TO t I "YEI(m Aa peo ADD W WT F100%ft AqY iV6mllRf4 OR DM,*g "No 94kli'j'M if-,If$ +a Aos MRDOWLYrUm THE VnIlumm IffivuEN Tie IWA"vj WmUs KDpa REM Tim io*MIYAtf WOO AtiD $PC iMwo pnnO FOR 140 PAWIMM 1-9 D V4 000m 5011. Iukft*l, Elsa P,"NOVE) PIt V4 Kl= OR 1 90V OU YK AMU MM MkTfVffiL VAR,. W Lz ERGokl, '#V=Qr?A&�M ONO 1`0 ERG THAT61V Iftuvm fl%llm4 04 DurALU Pj OM%Wo EMU AN AZCWAULC MR 1141D PRO40r, CASTING 2"THICK AC AROUND CASTING CONCRETE COLLAR 3"AC SECTION fRISER 9"AB COMPACTED 04 W W COMPACTED NATIVE Q a BACKFILL FABRICS LAYER NATIVE 48"TEE 48" PIPE 4" DRAIN ROCK @ BOTTOM AND AROUND PIPES QROF E SS/4 P. KNJID���� C V I\ qlF.OF C A\-�F�� STORM DRAIN RISER CASTING DETAIL DATE AUG 2017 WINCHESTER STATION SCALE NTS CAMPBELL CA DR. BY kW KIER & WRIGHT JOB CIVIL ENGINEERS & SURVEYORS, INC. SHEET NO. 3350 Scott Boulevard,Building 22 (408)727 6665 7 Santa Clara,California 95054 fax(408)727 5641 1 OF F AGENCY CUSTOMER ID: 307BYLDACOR LOC#: A R ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED BB&T-Tanner Insurance Services Byldan Corporation . P O Box 60970 POLICY NUMBER Palo Alto, CA 94306 CARRIER NAIC CODE EFFECTIVE DATE: - ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE apartment building project). Certificate Holder/Additional Insured's Include: City of Campbell, its officers, officials,employees and volunteers. Waiver of Subrogation applies`to Workers'Compensation per the attached endorsement#WC 04 03 06. 30 day notice of cancellation will be given to certificate holder in regards to General Liability policy per the attached endorsement#NPC 715 0711. 30 day notice of cancellation will be given to certificate holder in regards to Auto Liability policy per the attached endorsement#CA8863 0912. 30 day notice of cancellation will be given to certificate holder in regards to Workers'Compensation policy per the attached endorsement #WC040601A.*BB&T will notify certificate holder of Workers'Compensation policy cancellation. Excess Liability policy is following form. ACORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy#SFI5CGL018641IC COMMERCIAL GENERAL LIABILITY NPC 715 07 11 ADDITIONAL INSURED •or,"CERTIFICATE""HOLDER NOTICE OF CANCELLATION-BLANKET THIS ENDORSEMENT CHANGES,THE POLICY. PLEASE READ IT CAREFULLY. Th s'endorsement modifies insurance provided under the fallowing: ALL'COVERAGE FORMS If you are required by written"contract to provide Notice.of Cancellation (for reasons other than non- payment of premium or deductible reimbursement)to any,additional insured or"certificate" holder under this-policy;we agree to provide such Notice stating when, no less`than 30 days from the date of mailing,, such'cancellation shall take effect. You agree thafas a•condition precedent,to us providing such notice;you will provide us with a complete list of such additional insureds or"certificate"holders including'appropriate designees and complete mailing addresses Such list shall be provided-no less than 7 days from the date'it is electronically, requested. Such,list shall be in a format acceptable to us. If notice is mailed, proof of mailing is sufficient proof of notice: Forpurpose.of this.endorsement, "certificate"shall,mean a certificate of insurance issued as evidence of this insurance. NPC 715 07 11 'Page 1 of 1 COMMERCIAL AUTO CA 88 63 09 12 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. I AMENDMENT OF CANCELLATION PROVISIONS Any term or provision. of the Cancellation Conditions of the policy or any endorsement amending or replac- ing such Conditions is amended by the following: A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the person or organization shown in the Schedule below. In no event will the notice to the person or organization . scheduled below exceed the notice to the first named insured. B. Our obligation to send notice to the person or organization listed in the Schedule below will terminate at the earlier of the;current policy period expiration or when you no longer have a legal or contractual obligation to such person or organization to maintain insurance coverage under a policy which requires that such person or,organization be notified in the event of cancellation. SCHEDULE i 1. Name or Person or Organization: City of Campbell Attn: Dept. of Public Works 2. Mailing Address: 701 N 1st Street Campbell, CA 95008 3. Number Days Advance Notice: 30 I, Ii I All other terms and conditions of this policy remain unchanged © 2012 Liberty Mutual Insurance CA 88 63 09 12 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 06 01 A CALIFORNIA CANCELATION ENDORSEMENT This endorsement applies only to the insurance provided by the policy because California is shown in Item 3.A. of the INFORMATION PAGE. The cancelation condition in Part Six(Conditions)of the policy is replaced by these conditions: CANCELATION 1. You may cancel this policy. You must mail or deliver advance written notice to us stating when the cancelation is to take effect. 2. We may cancel this policy for one or more of the following reasons: a. Non-payment of premium; b. Failure to report payroll; c. Failure to permit us to audit payroll as required by the terms of this policy or of a previous policy issued by us; d. Failure to pay any additional premium resulting from an audit of payroll required by the terms of this policy or any previous policy issued by us; e. Material misrepresentation made by you or your agent; f. Failure to cooperate with us in the investigation of a claim; g. Failure to comply with Federal or State safety orders; h. Failure to comply with written recommendations of our designated loss control representatives; i. The occurrence of a material change in the ownership of your business; j. The occurrence of any change in your business or operations that materially increases the hazard for frequency or severity of loss; k. The occurrence of any change in your business or operation that requires additional or different classification for premium calculation; Copyright 1998by The Workers'Compensation Insurance Rating Bureau of Callbrnla. All rights reserved. Page 1 of 2 From the WCIRB's California Workers'Compensation Insurance Forms Manual Copyright 1999. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 06 01 A POLICY NUMBER: CA10001263151 I. The occurrence of any change in your business or operation which contemplates an activity excluded by our reinsurance treaties. 3 If we cancel your policy for any of the reasons listed in (a)through (0, we will give you 10 days advance written notice, stating when the cancelation is to take effect. Mailing that notice to you at your mailing address shown in Item 1 of the Information Page will be sufficient to prove notice. If we cancel your policy for any of the reasons listed in Items(g) through (1), we will give you 30 days advance written notice; however, we agree that in the event of cancelation and reissuance of a policy effective upon a material change in ownership or operations, notice will not be provided. 4. The policy period will end on the day and hour stated in the cancelation notice. DATE OF ISSUE: 09-23-15 Copyright 1998byThe Workers'Compensation Insurance Rating Bureau orCallfomia. All rights reserved. Page 2 Of 2 . From the WCIRB's California Workers'Compensation Insurance Forms Manual Copyright 1999. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 2 % of the California workers' compensation premium otherwise due on such remuneration. SCHEDULE PERSON OR ORGANIZATION JOB DESCRIPTION ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED HAS AGREED BY WRITTEN CONTRACT TO FURNISH THIS WAIVER. -1998 by the Workers Compensation Insurame Rating Bureau of californla. Al rlgtAs reserved. From the WCIRB's California Workers'Compensation Insurance Forms Manual- 1999. POLICY NUMBER:SF15CGL0186411C COMMERCIAL GENERAL LIABILITY CG 20 12 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART . SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: Any State Or Governmental Agency Or Subdivision Or Political Subdivision for whom during the policy period you and such State Or Governmental Agency Or Subdivision Or Political Subdivision have agreed in writing in a contract or agreement that such State Or Governmental Agency Or Subdivision Or Political Subdivision be added as an additional insured on your policy. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section 11 -Who Is An Insured is amended to 2. This insurance does not apply to: include as an additional insured any state or a. 'Bodily injury", "property damage"or"personal governmental agency or subdivision or political and advertising injury"arising out of operations subdivision shown in the Schedule, subject to the performed for the federal government, state or following provisions: municipality; or 1. This insurance applies only with respect to b. 'Bodily injury"or"property damage" included operations performed by you or on your behalf within the"products-completed operations for which the state or governmental agency or hazard". subdivision or political subdivision has issued a permit or authorization. B. With respect to the insurance afforded to these additional insureds, the following is added to Section However: III -Limits Of Insurance: a. The insurance afforded to such additional If coverage provided to the additional insured is insured only applies to the extent permitted required by a contract or agreement, the most we will by law; and pay on behalf of the additional insured is the amount b. If coverage provided to the additional of insurance: insured is required by a contract or 1. Required by the contract or agreement;or agreement, the insurance afforded to such additional insured will not be broader than 2. Available under the applicable Limits of Insurance that which you are required by the contract shown in the Declarations; or agreement to provide for such additional whichever is less. insured. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 12 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 1 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be primary contrary: and would not seek contribution from any other Primary And Noncontributory Insurance insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 COMMERCIAL GENERAL LIABILITY POLICY NUMBER: SF15CGLO18641 IC CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization when you and such person or organization have agreed in writing in a contract or agreement that you will waive any right of recovery against such person or organization. Information required to complete this Schedule, if not shown above,will'be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV-Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 1 EN' 1ACHMENT PERMIT ISSUANCE CHE( [ST City of Campbell Encroachment Permit No. ENC 2015-00091' Department of Public Works Tract No. 10309 Address 2295&'2305 S.Winchester Blvd: ITEMS REQUIRED FOR PERMIT APPLICATION: 1. ® Encroachment Permit Application complete,with applicant signature and date(front and back) 2. ® Permit Application Fee paid$3.85.00.-Receipt Number&Date258539„7*S112/15 3. ® Plan Check Deposit Paid(2%of Engineer's Estimate, $500 min)$4 198'.77Receipt Number 258539. 4. ® Grading Plan Review Fee paid$1,621.00-Receipt Number&Date:258539-5/12/15 5. ® City Engineer's Estimate Completed and Submitted 6. ® Four(4)Sets of Street Improvement Plans 7. ® Four(4) Sets of Grading and Drainage Plans S. ® Check Lists(Grading and Drainage, Street Improvement) ITEMS REQUIRED PRIOR TO PUBLIC WORK CLEARANCE FOR BUILDING PERMITS 9. ® Plan Check& Inspection Fee: Engineer's Estimate(EE)=$229 000.00;if EE is<$250,000,then fee is 14%of EE. If EE>$250,000, fee is Actual Cost+20%. $35,000 minimum deposit. Amount$32,660.06 Receipt No. &Date 262437-2/11/16 10.❑ Security for Faithful Performance and Labor and Materials, 100%each of Engineer's Estimate, supplied or paid. Amount$229 OOO.OQ F Form Bond Receipt No.&Date", 11.® Security for Monumentation Amount 1366 Receipt No.&Date 262440-2/1 1i16 12.® Construction Emergency Cash Deposit: 4%of Engineer's Estimate.($500 minimum, $10,000 maximum) Amount$9 160.00 Receipt No. &Date 262438:2%11/16 13.® Storm Drainage Area Fee Amount$j1,484,000 Receipt No.&Date 262439-2111/16 14. ® Street Improvement Agreement signed and notarized(proof of ownership submitted) 15. ❑ Tract Map recorded. 16.❑ All other Public Works requirements listed in the Conditions of Approval of the development. ❑ PG&E App( SL) 17.0 Park Fees Amount$122,220.00 Receipt No.&Date 262436-2/11/16 18. ® Erosion Control Plan 19. ® C3 Certification 20. ®Covenant Agreement and/or Maintenance Agreement 21. ® Geotech Letter 22. ® Storm Water Management Plan ITEMS REQUIRED PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT: 23. Contractor's signature added to the permit application(front and back) 24.❑ Contractor's City of Campbell Business License# � 25. Worker's Compensation Insurance Information Sheet received from Contractor. � 26. Certificate of Insurance with Additional Insured's Endorsement received from Applicant or Contractor. 27.❑ Onepiylar set and six(6)or le ets of off-site plans ed by engineer, stamped APPROVED FOR CONSTRUCTION. Co tractor, ns ctor Superintendent(Service Center) [ P File 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 Documentl (Rev.07/11) Bond No. PBO1798100043 Premium:$6,870.00 BOND FOR FAITHFUL PERFORMANCE ENCROACHMENT PERMIT NO. ENC2015-00091 We,the undersigned Winchester Boulevard Partners,LLC ,(hereinafter"Principal")and Philadelphia Indemnity Insurance Company , a corporation organized under the laws of the State of Pennsylvania , and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell, (hereinafter"City") a municipal corporation under the laws of the State of California,in the sum of Two Hundred Twenty Nine Thousand— Dollars (S229 000.00-- )for the payment of which sum we obligate ourselves and our successors and assigns,jointly and severally by the following provisions: The condition of this obligation is: Because the obligated Principal has, on 20 ,entered into written Encroachment Permit with the City for the Project, a copy of which Encroachment Permit is attached and made a part of this bond, for construction ofProject2295&2305 S Winchester Boulevard:Planned Development Permit(PLN2014-140) Tentative Subdivision Map(PLN2014-1411 . Now,therefore,if the Principal shall faithfully perform the work in accordance with the plans,specifications and permit documents during the original term, and any extensions of the permit which may be granted by the City,with or without notice to the surety,and if it shall satisfy all claims and demands incurred under the permit,and shall fully indemnify and save_harmless the City from all costs and damages which it may suffer by reason of failure to do so,and shall reimburse and repay the City all outlay and expense which the City may incur in curing any default,then this obligation shall be void; otherwise to remain in full force and effect, with surety obligated to secure the full and faithful performance of all of Principal's obligations under the attached Encroachment Permit. If any legal action be filed upon this bond, it shall be filed within one year after final payment has been made under the Encroachment Permit excluding the warranty period,if any,provided for in the Encroachment Permit,and venue shall lie in the County of Santa Clara, State of California, and that surety, for value received stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Encroachment Permit or to the work to be performed under it or the specifications accompanying it shall in any way affect its obligation on this bond, and it does by this means waive notice of any change, extension of time,alteration or addition to the terms of the Encroachment Permit or to the work or to the specifications,and thereby waives the provisions of Section 2819 of the Civil Code of the State of California. In witness,the parties have executed this agreement as of February 23 120 16 (Pnnc'pd1)�eS� u Raf es,LLC WTitle . (Surety) Philadelphia Indem ' Insurance Company By a � T acon,Attorney-in-Fact Address of Surety:251 S.Lake Avenue,Suite 360 Pasadena,CA 91101 (Attach Acknowledgements) Surety's Bond Number PBO1798100043 (Accompany this bond with Attorney-in-faces (Both Principal's and authority from Surety to execute the bond, Surety's Attorney in Fact) certified to include the date of the bond.) J:TORMS\Templates\Encroachment Permits\Bond for Faithful Performance.doe(Rev.03/08) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 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 San Diego ) On February 23, 2016 before me, Maria Hallmark, Notary Public (insert name and title of the officer) personally appeared Tara Bacon , who proved to me on the basis of satisfactory evidence to be the personL4whose name4as is/ate t the within instrument and acknowledged to me that he/swtbe executed the same in his/liar subscribed authorized capacity(!6f, and that by his/her/their signatureo)'on the instrument the person.Wl', or the entity upon behalf of which the persorV4 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. o MARIA HALLMARK ' Commission# 1986082 z ,=m Notary Public-California Z San Diego County My Comm.Expires Aug 22.2016 Signatur (Seal) 124 PHILADELPHIA INDEMNITY INSURANCE COMPANY 231 St.Asaph's Rd.,Suite 100 Bala Cynwyd,PA 19004-0950. Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: that PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint:Dale Harshaw,John R.Qualin,Kyle King and Tara Bacon of BB&T Insurance Services of California,Inc. Its true and lawful Attomey(s)in fact with full authority to execute on its behalf bonds,undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$25,000,000.00 This Power of Attomey is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY at a meeting duly called the 1"day of July,2011. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company to: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And,be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and biding upon the Company in the future with the respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF,PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 7T11 DAY OF FEBRUARY 2013. drr a (Seal) Robert D.O'Leary Jr.,President&CEO Philadelphia Indemnity Insurance Company On this Th day of February 2013,before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY;that the seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. COMMONWEAL OPPENNBYLYANIA NOTARIAL SEAL, pANiELLE P T.,mo t otarY meRC lla InwetM��ianTW Mantgom Gout�y Cammissiatt ftch 20t6 Notary Public: residing at: Bala Cynwyd.PA (Notary Seal) My commission expires: March 22,2016 I,Craig P.Keller,Executive Vice President,Chief Financial Officer and Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do herby certify that the foregoing resolution of the Board of Directors and this Power of Attomey issued pursuant thereto are true and correct and are still in full force and effect.I do further certify that Robert D.O'Leary Jr.,who executed the Power of Attorney as President,was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 23rd day of February 2016 Craig P.Keller,Executive Vice President,Chief Financial Officer&Secretary PHILADELPHIA INDEMNITY INSURANCE CODIPANY Bond No.PBO1798100043 Premium included in Performance Bond BOND FOR LABOR AND MATERIAL, ENCROACHMENT PERMIT NO. ENC2015-00091 We,the undersigned Winchester Boulevard Partners,LLC ,(hereinafter"Principal")and Philadelphia Indemnity Insurance Company a corporation organized under the laws of the State of Pennsylvania , and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell (hereinafter "City"), a municipal corporation under the laws of the State of California, in the sum of Two Hundred Twenty Nine Thousand--- Dollars ($1229.000.00-- ) for the payment of which sum we obligate ourselves and our successors and assigns,jointly and severally by the following provisions: The condition of this obligation is that the Principal entered,or is about to enter,into a certain written Encroachment Permit with the City dated ,20 which said Encroachment Permit No. is hereby referred to and made a part hereof. Because Principal is required to furnish a bond in connection with the Encroachment Permit,providing that if Principal,or any of its subcontractors,shall fail to pay for any materials, or other supplies,or for any work or labor on the permitted work of any kind,or for amounts due under the unemployment insurance act with respect to any work or labor on this project,the Surety on this bond will pay for the debt,in an amount not exceeding the sum specified in this bond,and also,in case suit is brought upon the bond,a reasonable attorney's fee to be fixed by the court. Now, therefore, we, Winchester Boulevard Partners,LLC as Principal, AND Philadelphia Indemnity Insurance Company as Surety,are obligated to the City of Campbell,and all contractors,subcontractors,laborers, material men and other persons employed in the performance of the aforesaid agreement in the sum of Two Hundred Twenty Nine Thousand-- Dollars ($229,000.00 ), lawful money of the United States, for the payment of which sums will and truly to be made, we the said Principal and Surety bind ourselves, successors and assigns, jointly and severally,by these provisions. The condition of this obligation is that if Principal, its successors or assigns,or its subcontractor,or subcontractors,shall fail to pay for any labor, materials, or other supplies, used in the performance of the work permitted to be done, or for amounts due under the unemployment insurance act with respect to this work or labor,then the Surety on this bond will pay for them,in an amount not exceeding the sum specified in this bond,and in case suit is brought upon this bond will also pay a reasonable attorney's fee,to be fixed by the court. Venue for any action arising out of this obligation shall lie in the County of Santa Clara,State of California. It is expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 15(commencing with Section 3082)of Part 4 of Division 3 of the Civil Code,so as to give a right of action to them or their assigns in any suit brought upon this bond. Should the condition of this bond be fully performed, then this obligation shall become null and void,otherwise it shall be and remain in full force and effect. No prepayment or delay in payment and no changes,extensions,addition or alteration of any provision of said Encroachment Permit or in any plans and specifications referred to herein,and no forbearance on the part of the City shall operate to release the Surety from liability on this bond, and consent to make such alterations without further notice to or consent by the Surety is hereby given,and the Surety hereby waives the provisions of Section 2819 of the Civil Code of the State of California. In witness,the parties have executed this agreement as of February 23 20 16 (Princip ) Wi eSt e Boul ar a LLC By Title ` I, (Sure hiladelphia Indemnsurance Company By , ra Bacon,Attomey-in-Fact Address of Surety: 251 S.Lake Avenue.Suite 360 (Attach Acknowledgments Pasadena,CA 91101 _ Both Principal's and Surety's. Attorney in Fact) Surety's Bond Number PB01798100043 (Accompany this bond with attorney-in-facts authority from Surety to execute the bond,certified to include the date of the bond.) J:\FORMS1Templates\Encroachment Permits\Bond for Labor&Materials.doc(Rev.03/08) a CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 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 San Diego ) On February-23, 2016 before me, Maria Hallmark, Notary Public (insert name and title of the officer) personally appeared Tara Bacon who proved to me on the basis of satisfactory evidence to be the person(*whose nameW is/afd subscribed to the within instrument and acknowledged to me that he/ /tWexecuted the same in hislWtb4ir authorized capacity(*tj, and that by his/il_,�,r1tfyetfsignatureKon the instrument the person X , or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF.P,ERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my.hand and official seal. MARiA HALLMARK PCommission#1986082 z .-i Notary Public-California § z San Diego County s My Comm.Expires Aug 22,2016 Signatu (Seal) t 125 PHILADELPHIA INDEMNITY INSURANCE COMPANY 231 St.Asaph's Rd.,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: that PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint:Dale Harshaw,John R.Qualin,Kyle King and Tara Bacon of BB&T Insurance Services of California,Inc. Its true and lawful Attomey(s)in fact with full authority to execute on its behalf bonds,undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$25,000,000.00 This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY at a meeting duly called the Pt day of July,2011. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company to: (1) Appoint Attorney(s) in Fact and authorize the Attorney(s) in Fact to execute on behalf of the Company bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And,be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and biding upon the Company in the future with the respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF,PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 7Tx DAY OF FEBRUARY 2013: Y A �1sA 4M (Seal) - Robert D.O'Leary Jr.,President&CEO Philadelphia Indemnity Insurance Company On this 7°'day of February 2013,before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY;that the seal affixed to said instrument is the Corporate seal of said Company:that the said Corporate Seal and his signature were duly affixed. c or+wEAtt!#o¢wtatwnvrua�ta NOTARIALSRV DANlELLE PORATH,Notary Puh11c Lower Merion Tvv..Moatgo: kCxUA Fh CoM!M1W% n WM Ma�ctt 22.2016 -- Notary Public: residing at: Bala Cynwyd PA (Notary Seal) My commission expires: March 22 2016 1,Craig P.Keller,Executive Vice President,Chief Financial Officer and Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do herby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto are true and correct and are still in full force and effect.I do further certify that Robert D.O'Leary Jr.,who executed the Power of Attorney as President,was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 23rd day of February!20 16 Craig P.Keller,Executive Vice President,Chief Financial Officer&Secretary PHILADELPHIA INDEMNITY INSURANCE COMPANY i % 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 SANTA CLARA ) On' FEBRUARY 29, 2016 before me, THOA NGOC TRAN, NOTARY PUBLIC (insert name and title of the officer) personally appeared STEVE R JOHNSON who proved to me on the basis of satisfactory evidence to-be the person(O''whose nameKis/ate subscribed to the within instrument and acknowledged to me that heWe/executed the same in his/l)r/theirauthorized capacity(i*, and that by his/lam/tlir signature(<on the instrument the personL<or the entity upon behalf of which the person(practed, 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. THOA NGOC TRAN WITNESS my hand and official seal. Commission # 1990497 F.:�.. Notary Public-California San Mateo County n My Comm. Expires Sep Signature / �"� (Seal) 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 SANTA CLARA On FEBRUARY 29, 2016 before me; THOA NGOC TRAN, NOTARY PUBLIC (insert name and title of the officer). personally appeared STEVE R JOHNSON who proved to O me on the basis of satisfactory evidence to be the person ) whose name is/� subscribed to the within instrument and acknowledged,to me that he/se/twexecuted the same in his/he tfjerr authorized capacity(ieg), and that by his/hertpefr signature(�'bn the instrument the person;or the entity upon behalf of which the personKacted, 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. THOA NGOC TRAN- WITNESS my hand and official seal. _ Commission # 1990497 Y••.. z z Notary Public-Califor z -San Mateo County r My Comm. Expires Sep 7, 2016 Signatur c T� (Seal) APR 012016 TO BE RECORDED WITHOUT FEE SECTION 6103 GOVERNMENT CODE CITY CVffi 1 0J E 23233532 Pages 8 AT THE REQUEST OF CITY OF CAMPBELL Fees. . . . No Fees Recording Requested By: ) Taxes. . . City of Campbell ) Cop!es. , AMT PAID After Recording Return To:) REGINA ALCOMENDRAS RDE # 926 City Clerk ) SANTA CLARA COUNTY RECORDER 3/01/2016 City of Campbell ) Recorded at the request of 2:06 PM 70 North First Street ) City Campbell, CA 95008 ). �OC a -Z,a APN: 305-34-004;005 (Space above this line for Recorder's use only.) ADDRESS: 2295&2305 S Winchester Blvd., Campbell CA 95008 COVENANTS FOR OPERATION AND MAINTENANCE OF STORMWATER RUNOFF FACILITIES These COVENANTS, are made on this C-� day of 2016 by WINCHESTER BOULEVARD PARTNERS, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, (hereinafter referred to as "Covenantor") with reference to the following facts: A. Covenantor is the owner of certain property located in the City of Campbell, County of Santa Clara, State of California (the "City"), more particularly described in' Exhibit B more commonly known as 2295 & 2305 S. Winchester Boulevard. B. Covenantor desires to develop the Property but the size of the Property requires it be developed with certain stormwater runoff facilities (the "Facilities") in accordance with "Best Management Practices" ("BMPs") required by the National Pollution Discharge Elimination System ("NPDES") Stormwater Discharge Permit issued by the California Regional Water Quality Control Board-San Francisco Bay Region. C. The required Facilities are shown on the approved development plans and specifications for the Property (the "Plans"), copies of which are kept on file in the Office of the City Engineer and are generally shown in the attached Exhibit C. D. - In accordance with the NPDES Stormwater Discharge Permit and in consideration for discretionary approvals granted by the City allowing the development and use of the Property, Covenantor freely and voluntarily agrees by these covenants to bind Covenantor and its heirs, assigns and successors to construct the Facilities in accordance with the Plans and to maintain the Facilities in good and workable condition based for long term operation. NOW, THEREFORE, Covenantor hereby declares that all of the Property described above shall be held, sold, leased, mortgaged, encumbered, rented, used, occupied, improved and conveyed subject to the following limitations, restrictions, covenants, and conditions, which are imposed as covenants running with the land and shall both burden and benefit the land for the purpose of complying with the NPDES Stormwater Discharge Permit. 1. PERPETUAL MAINTENANCE OF THE FACILITIES. Covenantor voluntarily and willingly, hereby binds itself and its administrators., executors, successors, heirs, assigns and successors to construct the Facilities in accordance with the Plans and to thereafter maintain the Facilities in good and workable condition for long term operation. No improvements, structures, or appurtenances shall be placed, constructed or developed on the Property in such a way as to interfere with this obligation. 2. Covenantor shall prepare a Stormwater Management Plan (SMP) that details how runoff and associated water quality impacts resulting from the development will be controlled or managed. The Plan shall include sufficient information to evaluate the environmental characteristics of affected areas, the potential impacts of the proposed development on water resources, and the effectiveness and acceptability of measures proposed for managing the stormwater runoff. The minimum information in the SMP is as shown in the attached Exhibit"A". 3. OPERATIONS AND MAINTENANCE (O&M) REPORTING. The BMP's installed and constructed in accordance with the C.3 provisions of the City's NPDES Storm Water Permit shall be maintained and inspected on a regular basis per the inspection frequency delineated in the Stormwater Management Plan. The operation and maintenance of these BMP's are to be certified by a qualified individual to ensure that the treatment BMP's are being operated and maintained accordingly. A list or summary of treatment BMP's that have been inspected with inspection results and certification shall be submitted to the City annually. 4. COVENANT RUNNING WITH LAND. The obligations established in these covenants both benefit and burden the land and are to run with the land and shall be binding on Covenantor, its administrators, executors, successors, heirs, assigned and successors. 5. ENFORCEMENT AND THIRD PARTY BENEFICIARY. Enforcement of these covenants shall be by proceedings at law or in equity against any person or persons violating or attempting to violate covenant either to restrain a violation or to recover damages. The City shall be deemed a third party beneficiary for purposes of enforcement established herein and shall be able to enforce these covenants should Covenantor, it's administrators, executors, successors, heirs, assigns and successors fail or refuse to do so. JALandDev\Forms\Covenants for operation and maintenance of stormwater runoff facilities\Word Document\Winchester Blvd S 2295-2305 Covenants.doc(Rev.09/12) Page 2 6. CITY RIGHT OF ENTRY TO MAINTAIN. Covenantor, its administrators, executors, successors, heirs, assigns and successors hereby grants a right of entry to City, its authorized agents and employees, for purposes of inspection of the Facilities at reasonable times whenever deemed necessary by City and maintenance of the Facilities by City should Covenantor, its administrators, executors, successors, heirs, assigns and successors fail to properly maintain the Facilities in a manner acceptable to the City. In the event Covenantor, its administrators, executors, successors, heirs, assigns and successors fail to properly maintain the Facilities in good and workable order, the City may take any necessary steps to keep the Facilities in good working order. Unless health and safety reasons require immediate access, the City shall provide reasonable notice in advance of the entry on the Property. 7. COST REIMBURSEMENT AND LIEN. If the City performs work of any nature or sort to maintain the Facilities and expends funds for the performance of that work for materials, equipment and/or labor, Covenantor., its administrators, executors, successors, heirs, assigns and successors hereby covenant and agree that upon written notice by City, City shall be reimbursed by Covenantor, its administrators, executors, successors, heirs, assigns and successors for all such costs incurred City for said maintenance within thirty days of receipt of the notice. If payment is not made within the timeline established herein, Covenantor, its administrators, executors, successors, heirs, assigns and successors, agree the amount of the costs incurred by City shall become a lien upon the Property and the City shall have all rights, in law and/or equity, to enforce the lien by foreclosure or other lawful action. The actions available to City as described in this covenant shall not be deemed to limit any other legal or equitable remedy of City. 8. BREACH. Breach of any of the covenants or any re-entry by reason of such breach, shall not defeat or render invalid the lien of any mortgage or deed of trust made in good faith and for value as to the Property or any part thereof; but such covenants shall be binding and effective against any owner of the Property whose title thereto is acquired by foreclosure, trustee's sale or otherwise. 9. TIME OF ESSENCE. Time is of the essence hereof and any individual waiver of time in any instance shall not constitute any subsequent waiver of these provisions. 10. RECORDATION. These covenants shall be recorded in the Offices of the County Recorder for the County of Santa Clara, State of California. JAL.andDev\Forms\Covenants for operation and maintenance of stormwater runoff facilities\Word Document\Winchester Blvd 5 2295-2305 Covenants.doc(Rev.09/12) Page 3 IN WITNESS WHEREOF, the undersigned Covenantor has executed this declaration this l0 day of Fe, ry , 2016 "COVENANTOR" WINCHESTER BOULEVARD PARTNERS, LLC,A CALIFORNIA LIMITED LIABILITY COMPANY By: SJR Ventures, Inc., a Californ corporation, " anager B s�r �i ent (Acknowledgment/Notarization Required) JALandDev\Forms\Covenants for operation and maintenance of stormwater runoff facilities\Word Document\Winchester Blvd S 2295-2305 Covenants.doc(Rev.09/12) Page 4 EXHIBIT "A" STORMWATER MANAGEMENT PLAN CONTENTS The minimum information submitted for support of a Stormwater Management Plan shall be as follows: 1. Common address, parcel number and legal description of the site. 2. Contact information for all persons having a legal interest in the property. 3. Vicinity or area map. 4. A brief narrative description of the project. 5. Geotechnical investigations including soil maps, borings, site-specific recommendations, and any additional information necessary for the proposed stormwater management design. 6. Written or graphic inventory of natural resources existing at the site and in the surrounding area,including, but nit limited to, watercourses, wetlands, and native vegetative areas. 7. Data for total site area, disturbed area, new and/or replaced impervious surface area, and total impervious surface area. 8. Topographic survey information showing existing and proposed contours, including all areas necessary for the post-development hydraulic analyses of proposed stormwater management facilities. 9. Erosion and sediment control plan, as required by City Code Section 16.08, Excavation, Grading and Retaining Walls. 10. A list of any other applicable environmental permits that will be required for the project and the responsible,agencies (examples: Santa Clara Valley Water District, State Department of Fish and Game, Regional Water Quality Control Board). 11. Hydrologic computations, including drainage area maps depicting existing and post- development runoff flow paths and land use. 12. Hydraulic computations for existing and post-development conditions. 13. A list of all stormwater management facilities and practices to be employed at the site. 14. A list of any regular on-site cleaning activities to be used as stormwater pollutant source controls (example: pavement sweeping) and the schedules for these cleaning activities. 15. Numeric sizing criteria computations for stormwater treatment BMP's according to the SCVURPP "Guidance for Implementing Stormwater Regulations for New and Redevelopment Project." 16. Structural and construction details for all components of the proposed drainage system or systems and stormwater management facilities. 17. Landscaping plan showing disposition of existing vegetation and any vegetative site stabilization and/or landscape-based storm water management measures. 18. Cost estimates for all proposed on-site stormwater management facilities for the purpose of calculating the amount of any required performance bonds and determining BMP practicability. 19. BMP operation and maintenance procedures, including maintenance tasks, inspection and maintenance schedule, the parties responsible for BMP operation and maintenance, funding mechanisms for on-going operation and maintenance and access and safety issues. 20. Certification by the owner/developer that all stormwater management construction will be done according to this Stormwater Management Plan. 21. An as-built certification signature block to be executed by the responsible-registered civil engineer after project completion. 22. Any other information as may be required by the Director of Public Works. 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 On o d-l 10 11 l6 before me, (insert name and titib of the officer) personally appeared glft�y P : 4 cDt .i who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/ate subscribed to the within instrument and acknowledged to me that he/she/t#ey executed the same in his/heNth,eir authorized capacitykies), and that by his/hefA►eir signaturef&)on the instrument the person(Wor 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. AKHILA RAO PANYAM WITNESS my hand and official seal. Commission#2026718 Z j •d Notary Public-California D z Alameda County P My Comm.Expires May 31,2017 Signature l �,- 4 G�f ' (Seal) s n1 EXHIBIT "B" LEGAL DESCRIPTION Real property in the City of Campbell,County 6f Santa Clara,State of Califomia, described as follows: PARCEL ONE: ALL OF LOT 19,AS SHOWN UPON THAT CERTAIN MAP ENTITLED TRACT NO. 179 E. R. KENNEDY SUBDIVISION NO. 2,WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA ON APRIL 14, 1941 IN BOOK 5 OF MAPS AT PAGES 52 AND 53. PARCEL TWO: LOT 18, 'TRACT NO. 179 E.R. KENNEDY,SUBDIVISION NO. 2, PART OF THE N. E. 1/4 OF SECTION 34,TOWNSHIP 7 SOUTH, RANGE 1 WEST, M.D.B.&M.,", FILED APRIL 14, 1941, BOOK 5 OF MAPS,PAGES 52 AND 53,SANTA CLARA COUNTY RECORDS. APN: 305-34-004 and 305-34-005 -- —; _._— — ._ — — — -- i \ —-- __E_ — L CAMINITO AVE e — — t ;4 I I I 11 t I �l BIOTREATMENT POND 11 r' s } I __.. — r _ fi i 0 I �•l'Y; y f � ` l I U. L IK BIOTREATMENT POND , ell N•,.e? I I-:- -- + I ' — i 1� �g .-max C w_a I f EXHIBIT C — STORMWATER BIOTREATMENT LOCATIONS DATE 12/15/15 2295-.2.305 S. WINCHESTER SCALE 1,a_30, CAMPBELL CALIFORNIA DR. BY AV kW KIER & WRIGHT JOB A07036-3 CIVIL ENGINEERS & SURVEYORS, INC. SHEET NO. 3350 Scott Boulevard,Building 22 (408)727 6665 Santa Clara,California 95054 fax(408)727 5641 1 OF PLAN REVIEW ROUTER CITY OF CAMPBELL ❑New Submittal ❑Resubmittal: (2°d,3 d,4tn,5tn Review) tevi)sion to Existing Permit RECEIVED . APN# `�~ '�D�� APPLICATION/PERMIT# r v JOB ADDRESS D✓ �' \V4�r JOB DESCRIPTION 1y M c 4acf/Vl,�5U XOMMERCIAL ❑RESIDENTIAL Plans Green-Point Rated Checklist Structural Calcs. WVSD Soils/Geotechnical Report _School Fee Form Truss Calcs. _Health Department Approval T-24 Calcs. _Response Letter CA.Green Specs _Specifications Initials ' Muilding Plan Chwked y Date: ❑APPROVED El NOT APPROVED IV. . ❑S.tructural: Date: ❑APPROVED ❑NOT APPROVED ❑Plann.ing _ Zone: Plan Checked By; Date: ❑APPROVED ❑NOT APPROVED z . € ublic Works Plan Checked By: Date: 1 4yn.,ZOAPPROVED )i NO APPROVED []Fire Plan Checked By: Date: ❑APPROVED ONOT APPROVED Roger Storz From: Roger Storz Sent: Tuesday, November 08, 2016 9:10 AM To: 'Jeff Warmoth'; Bill Bruckart Subject: RE: 2305 S. Winchester- Original Grade at South Property Line Good Morning Jeff, Thank you for the plan. Bill and I have reviewed it and discussed the situation. While your plan shows the sections.along the property line, it does not include any professional evaluation by licensed Geotechnical/Structural Engineers. If you look at all of your sections,you will see that you:have cut.into the toe of the slope at each location and have lowered the finished grade—thereby removing support from the toe of the slope. What effect does this have on the long-term stability of the-slope supporting the adjacent parking lot/building? Since your wall is not designed to support lateral loads, does this require an engineered wall? Should the wall have drainage behind it to minimize hydrostatic pressure against the wall? What is the effect of the vehicle loads on the slope stability? What is the effect of the adjacent building on the slope stability? These are the questions that need to be evaluated and answered by your professional consultants before we'can come to any conclusions. Thank you, Pager Storz, PE City of Campbell (408) 866-2190 (direct) rogers()cityofcampbell.com Land Development Website From: Jeff Warmoth [mailto:jeffwarmoth(abgmail.coml Sent: Monday, November 07, 2016 10:02 AM To: Roger Storz; Bill Bruckart Subject: 2305 S. Winchester- Original Grade at South Property Line Gentlemen - I am having delivered three (3) sets of the sheet showing our proposed/existing retaining wall. Please review the attached .pdf files showing the Original Grades on our property and on the adjoining property. Please note that in every case, the attached clearly demonstrates that the grade drop off from the Southern property to our property was entirely/almost entirely on the Southern property. Thus, our property was not"supporting"the Southern property. We are proposing a "good neighbor" solution to provide a means to backfill the previously-existing.grade difference located on the Southern property. We are incurring substantial cost to create a solution to a previously-existing issue with the Southern property. After you have reviewed the attached, please let me know if you have any questions. i .OF CA41 � l � cn — r U r 0 0 a r,k CITY OF CAMPBELL Public Works Department March 3, 2016 Kim Garner Escrow Officer North American Title Company 6612 Owens Drive, Suite 100 Pleasanton, CA 94588 Subject: Local Improvement Bond Obligation APNs: 305-34-004 and 305-34-005 Address: 2295=and�23Q5 S.o.th`WinchestteerBlvd. Campbell, CA 95008 Tract No: 10309 (Winchester Boulevard Partners, LLC) Dear Ms. Garner: Public Works review for Local Improvement Bond Obligations on subject lands has found: No bond obligations are or will become clue within the next fiscal year. ❑ Bond obligations are or will become due within the next fiscal year. ❑ On an assessment schedule was submitted to the County. ❑ An assessment schedule is enclosed. ❑ Applicant shall prepare an assessment (or amended) diagram. Submit same for Public Works approval and preparation of assessment schedule. Roger K. Storz, PE Senior Civil Engineer Public Works Department 70 North First Street Campbell, CA 95008 (408) 866-2190 70 North First Street • Campbell,California 95008-1423 TEL 408.866.2150 FAX 408.376.0958 TDD 408.866.2790 i i MEMORANDUM CITY OF CAMPBELL TO: Bill Bruckart, Building Official DATE: 08/20/2015 FROM: Roger Storz, Senior Civil Engineer (408) 866-2190 SUBJECT: BUILDING PERMIT APPLICATION Site Address: 2295 & 2305 S Winchester Blvd For File No(s): BLD2015-00478 Project Description: Mixed Use Residential Condominiums over first floor Retail Building PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL Prior to issuance of any grading or building permits for the site, the applicant is required to complete the Conditions of Approval for the project approved by the City Council on January 6, 2015 (PLN2014-140/141). Public Works has received applications for the Tract Map, Grading Plan and Street Improvement Plan is support of this project and is actively processing them with the Applicant. Once the Tract Map has been recorded and the Grading permit has been issued, Public Works will clear the issuance of the Building permit. .l:\LandDev\Conditions\Bldg\Winchester 2295 2305 Bldg.docx Page 1 of 1 W - E-1 T P LA N J-,',EV'I.1E VV R 0 LIT TER.,Lo-Iiv, (-1TY7 0 k-AM fffi, nth 111%,evisioll to Existillo Permit El u i:)m i ta j (2"' 3rd A RECEIVED 6 -15 -15 JOBAf)DRLSS JOB DESCRIPTION— 00 AA,' A, U( ry I E R C lkl- RE S1 I)ENTIAL —plans, Gree-n-Point Raltd Checklist —Structural Calcs. WTSD _Solls/cltoa�chnlcal Report School Fee- Form Truss Calcs. Health Department Approval -.—T-24 Calcs. Response, Letter --CA Green Specs _._Specification's Initials Plan Checked By Date: F]APPRO�7ED D N O'F-A-PPROVE 1) )(Structur-al: Date: OAPPROVE D ONOTAPPROVED PlanningZone: Plan Checked By: Date: E14-11PRO-V ED EINOT APPRC)VE D 5qpublic NA101-k-S Flan Checked By: —Dale: J El APP-OVED OT I A)IPPROVFD NFire aii CIi_-c.k-_d Bv: Daic: I p T)RC)\17 ED N'0 T A.P PR 0- 7�E.�D �71 Al " V ay W 3 j^Y �PLAN RE VIEW ROUTER CITY OF CAMP13- � rLJNew Submittal ❑Resubmittal: (2°d,3d,4"' 5u' Review) ❑Revision to Existing Permit RECEIVED r 20 IS APN # APPLICATION/PERMIT#201S" 47r_2)JOB ADDRESS .� JOB DESCRIPTION kEQ, Al �cE/� ) po' L �/3( L.- OMMERCIAL ORESIDENTIAL Plans Green-Point Rated Checklist ,? Structural Cales. _WVSD _Soils/Geotechnical Report _School Fee Forn1 Truss Calcs. _Health Department Approval T-24 Cales. _ResUonse Letter CA Green Specs _Specifications Initials Building Plan Checked By Date: _ ❑A.PPROV]JD ❑NOT APPROVED truetural: i 7 Date: _ APPROVED ❑NOT APPROVED Manning zone: Plan Checked By: Date: ❑APPROVED ❑NOT APPROVED Public Works lal Checked By: Date: ❑APPROVED ✓ NOT AP ROVED Fire Plan Checked By: Date: OAPPROVED E INOT APPROVED Application for Building Permit Applicant_Fill m all applicable,areas;please pnnt:cl 6a ' Application Number: E ��L(,�0 � Intake Person(office use only)- on ra _.' Arch�tecUDes�gnery �,gnt „. ., . - - ect------ ---- - ------------`-�--------------------------------------- - --------------- --------------------------------------- Pro or,Space# L/ , Project Type (eheck_appropriateiteni) Permit Types) (check appcopnate items); Coinrnercral _. �Cv :Resident�a_'I MSS ) .?C`'BLDG ai k' MEGt1_ 3�' r PL,Ow X <CLEC ------------ - -- --- --- --- - ScopeofWork r NN Zdl: 14AX l"Piii rNr�itdrT'CiZj?�e etleJ%Gfludl�ry�, c> sF �Pe :� rC".eao7C® 1� UsslS , f lGi�e� � �a � ��r C a .:«�4- Ices-tom.w / (sti eao vC - • Valuation:$1 Const.Type: Occupancy: �eweoC Is Bldg,Sprinklered? X Yes No Existing Use: V��y T C AeSjdcg her Proposed Use "Ikicpa u:!�LLr #of Stories: #of Units: l Zoo S�' /*;C ij Comm.Sq.Ftg, Office: Re R tvr 3,j 2.00 SPA Warehouse: _ Other: • Res.Sq.Ftg. Total Sq.Ftg.— Dwelling: Gar: #of cars Patio: Porch: Deck:. (Production Homes Only) Master Plan#Ywic.# //A Plan#: /V4 Suffix:_ -- - -- ------- - - - G --— - --- -- -- -- - - - - - -------- ,Owner's Name,Address,Phone �e -r$�L�jq� 57��7' Ld-G .J"T�MI�+ C�t�Ffl�Shc� u — — iVace?A_> lelSa�f E5? 'P' :7.LL�"riX2D flsl Py / juHome Phone `� 3 gt¢ •53�/. x? ! — Erriail ✓C it y"= �lr �G: '`�?S. -Y .:State Zip'CodeI boa.Z 44P" Contractor's Name�AddressPhone&Contractor sLic # Check Here�f"OwnerlBurlder P.erm�t :'��k:=.' Namey 1 �J�Y ry`GDR15"Y�I�GT o�►,l EY on Phone L63>t?�� $ 'ZRAq Address � T' S'�?E�7"' SGa tT'E ,� K Bus Phone �836� � $Gj Emailr License#4310`02 '` u. h License Ciassifeations(s)„ Architect /► Designer Engineer (please check one) • Name t. y "yV!e$ 1C44m4iAqhonei���� ���- + Address 1 Nj + Bus. Phone: T- Email City State f Zip Code k a- Des��ed contact person_+ Owner , „ Contractor'N >,'•Architect%Designer� Agent Ake( MP�inted Name �.,.... _ Date Revised September 2012 ocaw(uca .�v n v- rXcNUI L IILEP.//FA UGIdS51G.I'ed'", Sl.GorTUjtipirt tpUri.j5p,:occiieni=6cacilon=Go... 1 `Propelfty Detail Report For Property Located At : morel sc 2305 WINCHESTER BLVD, CAMPBELL, CA 95008-4058 w Owner Information Owner Name: GABILAN STREET LLC Mailing Address: 389 1ST ST, LOS ALTOS CA 94022-3605 C058 Vesting Codes: I I CO Location Information Legal Description: County: SANTA CLARA, CA APN: 305-34-005 Census Tract/Block: 5065.0312 Alternate APN: Township-Range-Sect: Subdivision: Legal Book/Page: Map Reference: 66-1331853-E Legal Lot: 18 Tract#: Legal Block: School District: CAMPBELL I Market Area: 15 School District Name: Neighbor Code: Munic/Township: CAMPBELL Owner Transfer Information Recording/Sale Date: / Deed Type: Sale Price: 1 st Mtg Document#: Document#: 'Last Market Sale Information Recording/Sale Date: 09/18/2014/09/17/2014 1 st Mtg Amount/Type: $750,000/PF Sale Price: $2,000,000 1st Mtg Int. Rate/Type: / Sale Type: FULL 1st Mtg Document#: 227.10804 Document#: 22710803 2nd Mtg Amount/Type: / Deed Type: GRANT DEED 2nd Mtg Int. Rate/Type: / Transfer Document#: Price Per SgFt: $1,459.85 New Construction: Multi/Split Sale: MULTI Title Company: NORTH AMERICAN TITLE Lender: PRIVATE INDIVIDUAL Seller Name: SREA INC Prior Sale Information Prior Rec/Sale Date: 04/06/2007/04/02/2007 Prior Lender: Prior Sale Price: $1,300,000 Prior 1st Mtg Amt/Type: / Prior Doc Number: 19372613 Prior 1st Mtg Rate/Type: / Prior Deed Type: GRANT DEED Property Characteristics Year Built/Eff: 1941 /1941 Total Rooms/Offices Garage Area: Gross Area: 1,370 Total Restrooms: Garage Capacity: Building Area: 1,370 Roof Type: Parking Spaces: Tot Adj Area: Roof Material: Heat Type: Above Grade: Construction: WOOD Air Cond: #of Stories: Foundation: Pool: Other Improvements: Exterior wall: Quality: AVER Basement Area: Condition: AVER Site Information Zoning: P-D Acres: 0.30 County Use: OFFIC Lot Area: 12,920 Lot Width/Depth: 85 x 152 State Use: Land Use: OFFICE BUILDING Commercial Units: Water Type: Site Influence: Sewer Type: Building Class: D055( Tax Information Total Value: $710,000 Assessed Year: 2014 Property Tax: $9,19, Land Value: $710,000 Improved%: Tax Area: 10005 of 2 5/6/2015 11:48 AM DATE(MM/DD/YYYY) ' ` CERTIFICATE OF LIABILITY INSURANCE g/26/2017 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(les)must have ADDITIONAL INSURED'provisions or 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 endorsements. CONTACT PRODUCER NAME: Ann Martino BB&T Insurance Services of California, Inc. R PHONE 925-598-2526 FAX 888-770-1945 4480 Willow Road,Ste#110 F� E MAIL Pleasanton CA 94588 A F/� ,AMartino(q�bbandt.com �� INSURERS AFFORDING COVERAGE NAIC# �I INSURERA:United Financial Casualty Company 11770 INSURED 30b COR - F INSURERB:Peleus Insurance Company 34118 Byldan Corporation ��9q INSURER c:Kinsale Insurance Company 38920 Paolo Alto,CA 94306 Box 60970m/n/Sfr��/CA INSUREREEverest National Insurance Co 10120 . INSURER F: COVERAGES CERTIFICATE NUMBER:2005018623 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 TYPE OF INSURANCE D POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MMIDD/YYYY MMIDD/YYYY B X COMMERCIAL GENERAL LIABILITY Y Y 103GL001811500 5/22/2017 5/22/2018 EACH OCCURRENCE $1,000,000 DAMAGE To_7RENTED CLAIMS-MADE X�OCCUR PRE M SES Ea occurrence $50,000 X $5,000 Ded ME EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 POLICY[X] OTHER: $ A AUTOMOBILE LIABILITY 059222800 2/23/2017 2/23/2018 Eaacctlent $1,000,000 A1NY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per a.ZI X $ C UMBRELLA LIAB X OCCUR 01000227733 5/22/2017 5/22/2018 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION$ l - $ D WORKERS COMPENSATION CA10001263171 110/1/2017 10/1/2018 X I PER OTH- AND EMPLOYERS'LIABILITY YIN _ STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Waiver of Subrogation applies to General Liability per attached form#U047-0310. Primary and Non-Contributory wording applies per General Liability attached endorsement #CG2001 0413. "The attached forms apply as required per written contract or written agreement between the listed parties and the insured,which are subject to the policy provisions. In the absence of such written contract or written agreement the attached forms may not be applicable. Re:Winchester Boulevard Partners, LLC,2295&2305 S.Winchester Blvd, Campbell,CA 95008. (New Construction mixed use 16 unit See Attached... 00 l �Z��- Z3as vl�AMS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Campbell THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn:Dept.of Public Works ACCORDANCE WITH THE POLICY PROVISIONS. 701 N 1 st Street Campbell CA 95008 AUTHORIZED REPRESENTATIVE __J ii ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 307BYLDACOR LOC#: ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMEDINSURED BB&T Insurance Services of California, Inc.. Byldan Corporation P O Box 60970 POLICY NUMBER Palo Alto, CA 94306 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE apartment building project). Certificate Holder/Additional Insured's Include:City of Campbell, its officers,officials, employees and volunteers,per attached General Liability endorsement form CG2012 0413. Waiver of Subrogation applies to Workers'Compensation per the attached endorsement#WC040306. 30 day notice of cancellation will be given to certificate holder in regards to General Liability policy per the attached endorsement#U900-0716. Auto carrier will endeavor to provide 30 days notice of cancellation to the certificate holder,but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives per the attached form#5241 10/02. 30 day notice of cancellation will be given to certificate holder in regards to Workers'Compensation policy per endorsement#WC040601A. *BB&T will notify certificate holder of Workers'Compensation policy cancellation. Excess Liability policy is following form. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy#103GI.00 811500 T141 S ENDORSEMENT CHANGES THE POLICY. PLEASE READ lT CAREFULLY. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO U This endorsement modifies insurance provided under the fallowing: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to Paragraph &Transfer Of Rights Of Recover Against Others To Us of Section IV—Condltlons: e waive any rights of recovery we may have against any person or organization because of payments we make for injury or damage resulting frorn your ongoing operations or "your work"done under a contract with that person or organization and included in the "prod ucts-comp latGd operations hazard'if: a. you.agreed to such waiver; b. the waiver is included as part of a written contractor lease;and c. such written contract or lease was executed prior to any loss to which this insurance applies, ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. U047-0310 Includes copyrighted material of ISO Properties, Inc., Page 1 of 9 with its permission. , Policy# 703GI-001811500 COMMERCIAL GENERAL LIABILITY CO 20 Ot 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY o OTHER INSURANCE CONDITION Th s endarsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODVCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART The following is:added to the Other Insurance (2) You have agreed in writing in a contract-or Condition and supersedes any provision to the agnierrient that this insurance would be p€irrrary contrary_ and would not seep mntributiern from any ra#trer Primary And Nona ntrilb rtoay Insurance insurancc available to the additional insured. This insurance is primary to.and will not seep coal bution from any der insurance available town additional Insured under your policy provided that (1) The additional Insured is a Named Insured under such other insurance;and Cilia'2D U 1 04 13 0 Insurance Services Offloe, Inc.,2012 Page I oIf'1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 WAIVER OF OUR RIGHTTO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA Yk-have the right to recover our payments from anyone liable Ibr an Injury covered by this policy. VWW11 nab enforue Our right eg4nst the person or orgoniizNion nomW in the SolhodUlo. (This agroomenil applies only 10 tho Want that you perform work urwo,a wrium ContrW that MUirOs YOU to obtain thIS 09MMent IMM Us.) You must rrdntairl payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Scheduk The adclitions] premium for this endoraMentShiall k)e 2 % of the 00fornia workers' compensolon premium uther*sa dueon such remuneration. SCHEOULE PERSON OR ORGANIZATION JOB IDESCRIPTION ANY 2MRSON OP. ORGANIZATION FOR WHOTkPT THT. NAMPM TNSURED 4AS ACRR7.D '-IY WRTTTEN CONTRACT TO FURNTSH THIS NA-WET?. IM by the ftW4kW C*Ver4atfim hwanos Wfirg B"Mou QfC$Iffix" All rfgW room*a. From Me VCI1RB'&Callitom[a Mildrikerie Compensatilon Insurance Forms Manual-Ion. N$1,MU COFf WOFUU-:FtS COMPENSATION AND EMPLOYERS LIAENI-Irf INSURANCE POLICY V%C 04 06 IM A CALIFORNIA CANCELATION ENDORSEMENT This endorsement applies only to the insurance provided by the policy because.California Is shown In Item &A of the INFCRIVIATION PAGE. The cane"b n co nd 1W n In PW Six(Co nd Rions)of the po licy is replacW by these Co Rd No ns: CANCELATICN 1- You may cancel this policy. You must mail orcidiver ativarice written notice to us stating when the concelplion is to take effect. Z We may canes this,pol Icy for one or rno re of the following reasons: a Wn-Payment of Drefflkl M; b� Roilureto report payroll; c- Failure to permit us to aud it payroll as req uired by the terms of this policy air of a previous policy issued by us; d. Railure to pay any additional premium resulting from an audit of payroll required by the terms of this policy or any previous policy issued by us,- e. Material misrepresentation rrede by you or your ageK, f. Rillure to cooperde with us in the investigation of a clal g. Fallu re to comply with Federal or State saW orders; h. Fallu re to comply with written recommendations of o ur di,sign at9d loss no ntrol represent atives; L The occurrence of a material change in the a wnersh i p of your business; Me occurrence of my change in your business or operations that materially increases the hazard for frequency or severity of lo sw, Is, Theorpurrence of anyrhanga in your business oroper-ptionlhat requires odditional or different classification for pre urn c4culation-, CapyilghtlgMy Mm WarmmV CmpansWm Insuranm RaIng Bumauot0aftnia.All r1ff?ftMSWM& Page I oft Front the MICIRlYs,C alftrnla Workers!Compensation Insurance Form Manuel Copyright 11M. WORKERS COMPENSATION AMD EMPLOYERS LIABILITY INSURANCE POLICY VVC 0406 01 A I. The oowrrenceof any change in your business or operation which contemplates on activity excluded by our reinsuranm treaties. If we cancel your pr liar fbr arty cif the reasons listed Ira (a)through (f), we, tll give u 70 day,4 advance written notice, stating when the canculation is to take effect. Mailing that notice to you at your mailing address shown in Item 1 of the Information Page will be sufficient to prove notice. If we cancel your policy for any of the reasons [Wed' in Items (g) through (1), wewill give you 30 days udvance written notice; however, we agree that in the event of caneelation and reissuance of a palicy effective upon a material changes in ownership or operations, notice M11 not be provided. - 4, The policy period will end on the day and hour stated in the cancelation notice. DATE OF ISSUE; 09-15-16 CoWrlghtlggWy TM Wmkew Camporstion Insurance Rama Bureau ofCamnia.All rieherammd. Page 2 of 2 From the WCIRUs Caflfontla Workers'ConVensatlon Insumnee Forms Manual Copyright 1f3tJ9. 103 G L 401E 1'15-00 ENE T.#002 EpF 05d=2017 POLICY NUMBER: 103 CAL 0p1a115-pQ COMMERCIAL QENERAL..LIABILITY GG 2012 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR-GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endo cement modifies insurance pravidled under the fdllowing. COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or GovvernmentaI Aga ncy Or Subdivision Or Political Subdivision: City of Dampbel1,Its officers, officials, employees,volunteers Core of Attn_ Dept of Pu blio Works 701 N 1st at Campbel I,CA 96000 Information required t4 complete this Schedule,if not shown above,wilI be shown in the Declarations. A_ Section II —Who Is An Insured is amended to 2. This insurance does not apply to: include as an additional insured any state or a. 00odily injury', "property damage" or governmental agency or subdivision or political subdivision shown in the Schedule,subject to the 'personal and advertising Injury"arising}out following provisions: � operations performed for the Federal government stale or municipality;or 1. This insurance applies only with respect to b, Bodily Injury or property damage" "rations performed by you or on your behalf Included within the "products-completed for which the state or governmental agency or operations hazard". subdivision orpolittcal subdivision has issued a perrnit or au"rization. B. Wiith respect to the insurance .afforded to these additional Insureds, the following Is added to However; Section III—Limits Of Insurance: a. The Insurance afforded to such additional If coverage provided to the additional Insured Is insured only applies to the extent permitted required by a contract or agreement,the most we by law;and vdIl pay on behalf of the additional Insured Is the b_ If coverage provided to the additional amount of insurance; insured is required by a oontraot or agreement,the Insurance afforded to such 1• Required by the contrail or agreement; or additional insured will not be,broader then 2. Available under tree applicable Limits of that which you are required by the contract Insurance shown in the Declarations; or agreement to provide for such additional insured. whlcri8v8r is less. This endorsement shall not Increase the applicable Limits of Insurance shown in the Declarations. CG 20 12 04 13 0 Insurance Services Office. Inc„2012 Page 1 of 1 Policy #103C111 1811500 THI ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION - DESIGNATED PERSON(S) OR ORGANIZATION(S) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE.LIABILITY COVERAGE FART SCHEDULE Larne of Person(s)or 0rganlzatlon(s):pjI C®rtifMate holders where written notice of the cancellation of this policy is required by wrrtten contract, permit or agreement with the Named Insured and whose narnes and addresses will be provided by the broker or agent listed in the Declarations Page of this policy, within three (3)business days of our request for tha list of certificate holders, for the purposes of complying whit such request. The Person(s) or Organizations) listed or described in the SCHEDULE above have requested that they receive written notice of cancallation whan this policy is cancelled by us. It is agreed that should this policy be cancelled before the expiration date thereof,the issuing company will endeavor to mail 30 days wrr#ten notice(1 U days for non-payment of premium)to the additional insured. The notif cation ,of cancellation of the policy is solely for the purpose of informing the Persons) or Organization(g) shown in the SCHEDULE the effective date of cancellation and does not grant, alter,or extend any rights or obligations under this policy. Our failure to provide such notilficetion will not extend any policy cancellation date nor impactor negate any cancellation of the policy, Any provision of this endorsement that is in conflict with a statute or rule is hereby amended to conform to that statute or ruse. ALL OTHERTFRWO AND CONDITIONS OF THE POLICE'REMAIN UNCHANGED. U900-0716 Includes copyrighted material of ISO Properties, Inc., Page 1 of I Wth its permission. 6D&TTAANER Ills sA'r 44dG WILLUe EO F LFA'Sfi.1,M.CA 94 9H 1. ,'5.45 3.4670 Policy number: 0592228M ulla"ti bnby" Uri-ld Fla dal[as CO Mara 9,2017 Certificate of Insurance Agrtat ------------ I..............----------- ------------------ .............. ----------------- ----------------- A 44 ------------- -----------------------D''Y L__D_A --N(0111`04TION I-W TAW N E R IRS 5 RVC UTY CF CAMPBELL CL"U N1 H WS5&-C LARLI M r-C M 44ED W1 LLOW�b '7 D I\ I IT ST PE,EOX 609713 POI&ANTEN,CA 94588 ownri i,CA q%(R PAU rj A]Tn.(A WM This dom-nen t ce rtif us that i risirarim pc1licies id ertfilied helgli haVl!LC32[k issued by the designated ir nu fur to the insured named above act the periodls)iincicated, This c'erWicteis issued io,igiormationpt.rpc.s,,-5uniV. It curers no rights upon the ceffinte holder and does rol change,ahe,, modify,or ex-.end the cmerages Worded by the polities listed below, the cuveragesaftfded by the police!;limed below are subje&to all the tcfms,exclusions,limitations.�ndlorwmmts,and conditions ci these polides. ... ...... .............. 1�......... .. ............ ...... ............. ............I ...... ................ .............. ..... ........... Policy 9f,eaI,,*D3ie: Feb 23,2317 Fah 2.5,2018 .. ............* ......5100,000 Cc................. ............. ................ ............. —.. .............-nMr.-d5lhoe Uhl- Description of LocationNehidesiSpedal Items Scheduled sags only We will endeavor to pfmide 3r,days notice.of cancellation tri the cer4ficate holdei,but failure to do so shall iinpose no ubliga.don or kubilkyof any Hndupun thu insurer, -;suqeji1sQr represuntadm& Cartlifficate number rfi R 17A I(];?So Please be advised that additional insureds and loss payees will be notified in the event of a ifild-term DATE(MM/DQ/YYYY) CERTIFICATE OF LIABILITY INSURANCE i` F9/26/2017 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 pollcy(les)must have ADDITIONAL INSURED provisions or 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 endorsements. PRODUCER CONTANAME:CT Ann Martino BB&T Insurance Services of California, Inc. PHONE 925-598-2526 F"X e.888-770-1945 4480 Willow Road,Ste#110 E-MAIL Pleasanton CA 94588 AbMDR.,,,AMartino@bbandt.com INSURERS AFFORDING COVERAGE NAIC p INSURERA:United Financial Casualty Company 11770 INSURED 307BYLDACOR INSURERB:Peleus Insurance Company 34118 Byldan Corporation INSURER C:Kinsale Insurance Company 38920 P O Box 60970 INSURER D:Everest National Insurance Co 10120 Palo Alto, CA 94306 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:2144924287 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 ADDLISLIBIR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DDM(YY B X COMMERCIAL GENERAL LIABILITY Y Y 103GL001811500 5/22/2017 5/22/2018 EACH OCCURRENCE $1,000,000 DAMAGE CLAIMS-MADE X�OCCUR PREM SES Ea occurrence $50.000 X $5,000 Ded MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JERC7 Ll LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 059222800 2/23/2017 2/23/2018 Eaeccident $1,000,000 A1NY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Pereccidant) $ HIRED NON-OWNED AUTOS ONLY AUTOS PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ X C UMBRELLA LIAB X OCCUR 01000227733 5/22/2017 5/22/2018 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION$ $ D WORKERS COMPENSATION CA10001263171 10/1/2017 10/1/2018 X PER OTH- AND EMPLOYERS'LIABILITY YIN I STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1.000,000 OFFICER/MEMBER EXCLUDED? ❑Y N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 I DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Waiver of Subrogation applies_to General Liability per attached form#U047-0310. Primary and Non-Contributory wording applies per General Liability attached endorsement #CG2001 0413. *The attached forms apply.as required per written contract or written agreement between the listed parties and the insured,which are subject to the policy provisions. In the absence of such written contract or written agreement the attached forms may not be applicable. Regarding Project: 1122 Aster Avenue,Sunnyvale(Encroachment Permit) See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sunnyvale THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn:Building&Planning Permits Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 456 W Olive Avenue Sunnyvale CA 94086 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 307BYLDACOR LOC#: r ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED BB&T Insurance Services of California, Inc. Byldan Corporation P O Box 60970 POLICY NUMBER Palo Alto, CA 94306 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE City of Sunnyvale is named as additional insured per attached General Liability endorsement form#CG2012 0413. ACORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy#1 03GI-001 811500 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TRANSFER OF RIGHTS OF RECOVERY ALAI N ST OTHERS TO U This endlorsement modifies insurance provided under the following: COMMERCIAL GENES LIABILITY COVERAGE PART PRODUCTSICOMPLETED OPEPATIONS LIABILITY COVERAGE PART The following is added to Paragraph 8-Transfer Of Rights Of Recovery Against Others To Us of Section IV— Conditions: Wa waive any rights of recovery we may have against any person or organization because of payments we make for injury or damage resulting frorn your ongoing operations or "your work"done under oontract vwith that person or organization and included in the 'prod ucts-aomplated Operations hazard'if: a. you agreed to such waiver; b. they waiver is included as part of a written contractor lease;and c. such written contract or lease was executed prior to any loss to whim this insurance applies. ,ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN! UNCHANGED. U047 0310 Includes copyrighted material of ISO Properties, Inc., Page 1 of t with its permission. Policy# 7 U t=ia.il1811500 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endarsernent modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRO©VCTSICOMPLETEQ OPERATIONS LIABILITY COVERAGE PART The following is added to the Ofter Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be primary contrary_ and would not seek contribution from any other Primary And Noncontributury Insurance Insurance available to the additional insured. This insurance is primary to and will not seek oontribution from any other insurance available to an additional Insured under your policy provided that (1) The additional Insured Is a Named Insured under such other insurance;and CG 2D U1 04 13 0 Insurance Services Office, Inc..,2012 Page I of 1 103 GL 0018115-00 ENDT.#003 EFF.07=12017 POLICY NUMBER: 103 GIL 0018115-DO COMMERCIAL{GENERAL,LIABILITY CMG 2012 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY CAR SUBDIVISION OR POLITICAL SUBDIVISION -PERMITS CAR AUTHORIZATIONS This endorsement modifies insurance provided under the fallowing: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or GoverrnmentaI Aga ncy Or Subdivision Or political Subdivision_ City of Sunnyvale Care of Mn_ Bullding&Planning Permlts Dept. 456 W Olive avenue Sunnyvale,CA 040$8 Intr=tion required to complete this Schedule,if not shovm above,+will be shown in the Declarations. A_ Sec n II —Who Is An Insured is amended to 2. This insurance does not apply to: include as an additional insured any state or a. Todily injury", 'property damage" or governmental agency or subdivision or political .personal and advertising Injury"arlsing out subdivision shown in the Schedule,subject to the of operations perfarmed for the federal following Previsions; government,state or municipality;or 1. This insurance applies only with respect to b. "Bodily Injury" or "property damage" operations perftarMed by you or On yt}ur behalf Included wlthin the "products-completed for which the state or govern menial agency or operations hazard". subdivision or polftel subdivision has issued a poarmit or aufhorizaticn. B. With respect to the insurance afforded to these additional Insureds, the fallowing Is added to However: - �Section III—Limits t1P Insurance: a. The ed Insurance a affordedstt to such a ermitt el If coverage provided to the additional Insured Is Ensured only applies to the extent permitted required by a contract or agreement,the most we b_ If coverage provided to the additional by law;and will pay on behalf of the a,ddltional Insured Is the insured is rerfulred by a contract or amount afinsurance: agreement,the Insurance afforded to such 1. Required by the contract or agreement; or additional insured will not be broader than 2. Available Lander the applicable umit$ of that which you are required by the contract Insurance shown In the Declarations; or agreement to Provide for such ad.ditional vuhicnever i8 Ie33. Insured. This endorsement shall not increase the applicable Limits of Insurance shown In the Declarations. i CC 2012 0413 C Insurance Services Of ice.Inc.,2012 Rags 1 of 1 �r Syed Wahidi From: Roger Storz Sent: Monday,July 17, 2017 9:52 AM To: Syed Wahidi Subject: FW:Winchester Station - Grading & Drainage Plans-Delta 4 Attachments: A170717 - Winchester Station - Grading & Drainage Plans-Detention System U pdate.pdf Hi Syed, I understand that they have started work on these detention pipes at Winchester/ El Caminito. They had to widen the trench an additional 5 feet, but it is not enough of a change to merit a revision. We will document with the Record Drawings. Thank you, Roger Storz, PE City of Campbell (408) 866-2190 (direct) rogers(cDcityofcampbell.com Land Development Website From: Anthony Vera [mailto:averaCaOkierwri ham] Sent: Monday, July 17, 2017 9:42 AM To: Roger Storz Subject: Winchester Station - Grading & Drainage Plans-Delta 4 Roger, Please see attached for the updated Delta 4 sheets with the trench update.As I stated before,the trench increased from 20'to 25' but the limits of the trench will remain the same. Please review and let me know if you have any questions/comments on these sheets prior to sending copies to the Building Department. Thank you. Anthony Vera, P.E. Kier&Wright Civil Engineers &Surveyors, Inc. (Tt 3350 Scott Blvd. #22 1 Santa Clara, CA 95054 w t 408.727.6665 1 f 408.727.5641 1 avera@kierwright.com i SOLD 540 W.BEACH ST. 363 CORAL ST 11711 BERRYESSA BY ,ATS400 WORK S . 5 DEL ONTRUZ B SAN JOSS 361 Gran 400 WORK ST. 1755 DEL MONTE BLVD. 100 GRANITE ROCK WAY � SALINAS 331 SEASIDE 341 SAN JOSE 362 6475 CHESTNUT 100 HOSPITAL RD. 355 BLOMQUIST ® GILROY 351 HOLLISTER 352 REDWOOD CITY 381&382 P.O.BOX 50001 •WATSONVILLE,CA 95077-5001 f' i. TELEPHONE(831)768-2000 WEIGHMASTER,CERTIFICATE C. �- THIS IS TO CERTIFY that the following described commodity was weighed,measured,or counted by.a w@jghmaster,whose signature is on this certificate,who is a recognized authority of a uracy,as prescribed for Chapter 7(commencing with Section 12700)of Division 5 of the California Business and Professions'Code,administered by the Division of Measurement Standards of the California Department of Food and Agriculture. CUSTOMER NUMBER NOTICE OF SALE NUMBER JOB/P.O.NUMBER TIME DUE ON JOB DATE ;�0211"rre:" f �=�i'..'.�.�f1� -�>'�I i"i a l7i[( 04 3.0/17-16/Z`:l.1. �7 CUSTOMER P1 EL.O'S' C:ONC:RIM�11E'q T N 1.Q-114 61.G 2121-95 S C_:I'?htP1B1~LL, 1 f190i' JOB LOCATION !},14?I 4 "51`11 Wd fY t11� !-�1�J f f{(.f;it i 7 1 '. �" " s }' EX T f" . .F 1=�.a PdC.#"'fESTF.R --R l'< 1'I L 1 ?i , D rz. ��L. Cf-441 VA I T �" _, 60 COD CASH RECEIVED CHECK NO. D.L. NO.: 3 •� • • • ` <` C''�J�s�,ltii�.'f ':io.,f.`rflf'J. 'yCi "L 1�:=fi.�i•14f1!l;:i t�i,.;�ll::f� f3 ' SALES TOTAL YDS.ORDERED TOTAL YDS.DELIVERED LOAD NO. CUMULATIVE TOTAL TAX 1 . (?ICI � .: I't;7 1f t"� i?i � if • , It isjour.commitmen wto-provide you #e.custome ,= With concretq ,products according to ASTM'and ACI specifications A 'part,of ,Y = this,commifinentwe.are-providingyb( ,the:followin"gbafch;welgk�tihtorinatlon���';, ?t _ DESIGN SPECIFICATION Cf BATCH WEIGHTS PLANT LOCATION INGREDIENT ACTUA tf,,,-MMITS ASTMS(G94) .1 n:.:.4,.,.: „_..� ° l� 1 176LF 1'FH- . b1'�tlltir'LC{ 1)JTti P Jt• rJ� #+ �p'3 )� fs un t,t3 r• ;� JJ/�.�, I1 k 3.0t 1i120 lb 14', 23 1B 4.501 0 11711 . - =,43W-tc "-st 14 =Cif,11 ifs r.BC+h 341. :; Ii • 8 l fits lb f ` ll� l. t ki �tlT i10D j'I� ` rn ;wO �1 1 434.10L� 11S`s 0 1b 11.2� '115 to J081 l-?1 9ei113 FLY-104 31� a.3 3cY 155 UU j %.1�A /fL=. its r�`t B VATER C,3 1.17y� 1'�2.25 1 198.C;j I'93.0 g 1 195 01 TYPE a1 ¢� 9[ �a1.3`° I 1D15 7 'act7, "�ll•• r .{7.t•p C.aN I.. { 4'41.!`iJ L {li 4.SN Ct I ktua1 On Bat9'-has- 1 had Trokal a` 373M-1, Design 0.5W kl�heriC�p�rifc �.a�`� _A Degigrr ZOS,I G gl P,0—ltEt1 c 75.7 gl ; To"Add 31 c• tJ WATER ADDED TO THIS LOAD f WATER ADDED/APPROVED BY I.TESTED BY TOTAL GAL.ADDED cj�SUMP r,- 4.@ WAS OUR DELIVERY ON TIME? YES [41 NO ❑ CUS, OMER SIGNATURE X f 14. ti DRIVELS-PLEASE COMPLETE { ;., f` ;11 Kr:{' DEPART PLANT 7:K pit DRIVER COMMENTS: ARRIVE Joe ' START UNLOADING 1 FINISH UNLOADING { 1! 2360I11t11y FETE DEPART JOB TRUCK NO. DRIVER NAME RETURN PLANT , GRANITE ROCK COMPANY-'WEIGHMASTER BRANCH NO.1 .y r ��}.�1 WEIGHED AT //��//yy taw • (.' BYCrl agifl'r ate'll I=1tC'�IFEL OPh DEPUTY BRANCH NO. 3p*�. kC1 � r- PLEASE READ WARNING ON REVERSE SIDE ��// DELIVERY COPY WARNING IRRITATING TO THE SKIN AND EYES CONTAINS PORTLAND CEMENT AVOID CONTACT WITH EYES AND PROLONGED CONTACT WITH SKIN. WEAR RUBBER BOOTS, KNEE PADS AND GLOVES. IN CASE OF CONTACT WITH SKIN OR EYES, FLUSH THOROUGHLY WITH WATER. IF IRRITATION PERSISTS, GET MEDICAL ATTENTION. KEEP CHILDREN AWAY. PORTLAND CEMENTS ARE CLASSIFIED AS NUISANCE DUSTS BY OSHA, MSHA AND ACGIH. ACUTE EXPOSURE: WET PORTLAND CEMENT IN UNHARDENED CONCRETE, MORTAR OR SLURRIES, CAN DRY THE SKIN AND CAUSE CAUSTIC BURNS. DIRECT CONTACT OF DRY CEMENT WITH SKIN OR EYES IS LIKELY TO CAUSE ALKALI IRRITATION OR CHEMICAL BURNS. INHALA- TION CAN IRRITATE THE UPPER RESPIRATORY SYSTEM. SYMPTOMS OF OVEREXPOSURE •CONTACT WITH SKIN OR EYES: IRRITATION, DRYNESS,ALKALI BURNS TO SKIN, REDNESS, OR WATERING OF THE EYES. •SWALLOWED: GASTROINTESTINAL DISTRESS ASSOCIATED WITH INGESTION OF NON-DIGESTIBLE SUBSTANCE. PROPOSITION 65 REQUIRES THIS NOTICE WARNING: OPERATIONS AT THIS FACILITY RESULT IN AIR EMISSIONS OF RESPIRABLE CRYSTALLINE SILICA(QUARTZ), DIESEL FUEL EXHAUST, AND OTHER CHEMICALS KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER, BIRTH DEFECTS, OR OTHER REPRODUCTIVE HARM. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT GRANITE ROCK'S SAFETY AND HEALTH DEPARTMENT FOR COPIES OF MATERIAL SAFETY DATA SHEETS (MSDS). AVOID BREATHING DUST FROM AGGREGATE PRODUCTS • AGGREGATE PRODUCTS FROM THIS PLANT CONTAINS CRYSTALLINE SILICA. CRYSTALLINE SILICA IS A NATURAL CONSTITUENT OF THE EARTH'S CRUST, AND IS A COMPONENT OF ROCK AND SAND PRODUCTS. PROLONGED AND REPEATED BREATHING OF CRYSTALLINE SILICA DUST CAN CAUSE A PROGRESSIVE LUNG DISEASE CALLED SILICOSIS. • ALSO, SOME RESEARCHERS HAVE REPORTED THAT THERE IS EVIDENCE THAT PROLONGED AND REPEATED BREATHING OF CRYSTALLINE SILICA DUST MAY CAUSE LUNG CANCER. • EITHER SILICOSIS OR LUNG CANCER CAN RESULT IN PERMANENT INJURY OR DEATH. • FOR DETAILED INFORMATION, SEE THE MSDS BEFORE USING OR HANDLING THIS PRODUCT. OUR DRIVERS WILL ENDEAVOR TO' PLACE CONCRETE WHERE DESIGNATED, BUT WE RESERVE THE RIGHT TO REFUSE DELIVERY OVER HAZARDOUS TERRAIN OR IN WATERSHED OR DRAINAGE PATHWAYS. THE COMPANY ASSUMES NO RESPONSIBILITY FOR DAMAGE INSIDE CURB OR PROPERTY LINE. EXCESS UNLOADING TIME WILL BE CHARGED AT THE PREVAILING RATE. TITLE AND RISK OF LOSS PASS TO THE BUYER UPON LOADING OF MIXER. THIS CONCRETE MAY BE MADE WITH RECYCLED CONCRETE MATERIALS, INCLUDING RECLAIMED WATER, UNLESS PROHIBITED BY APPLICABLE SPECIFICATION OR LAW. RELEASE & INDEMNIFICATION AGREEMENT: IN CONSIDERATION OF GRANITE ROCK COMPANY'S DELIVERY OF CONCRETE OR BUILDING MATERIALS OVER OR ACROSS ROADS OR DRIVES NOT IMPROVED OR MAINTAINED BY THE PUBLIC ("PRIVATE ROADS"), THE UNDERSIGNED AGREES TO RELEASE, DEFEND, INDEMNIFY AND HOLD HARMLESS GRANITE ROCK COMPANY, ITS AGENTS AND EMPLOYEES (COLLECTIVELY REFERRED TO HEREIN AS "GRANITEROCK") FROM ANY AND ALL CLAIMS, LOSS, COST. LIABILITY, DAMAGE OR EXPENSE ARISING FROM OR IN CONNECTION WITH THE CONDITION OR STATE OF REPAIR OF THE PRIVATE ROADS INCLUDING, BUT NOT LIMITED TO,THE CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, WATER PIPES AND/OR WATER METERS. THIS INDEMNITY AND RELEASE ALSO COVERS WITHOUT LIMITATION, INJURY(INCLUDING DEATH)OR DAMAGE TO PERSONS OR PROPERTY(INCLUDING DAMAGE TO THE PRIVATE ROADS OR THE PROPERTY OF GRANITEROCK) CONTRIBUTED TO OR CAUSED BY THE SETTLEMENT, SUBSIDENCE OR OTHER FAILURE OF THE PRIVATE ROADS OR ADJACENT PROPERTY. THE UNDERSIGNED ALSO AUTHORIZES GRANITEROCK CONCRETE MIXER TRUCK DRIVERS TO"WASH OUT"THEIR TRUCKS ON THE JOB SITE AFTER EACH DELIVERY,AND THE UNDERSIGNED AGREES TO RELEASE AND INDEMNIFY GRANITEROCK FROM ANY AND ALL CLAIMS, LOSS, COST, LIABILITY, DAMAGE OR EXPENSE ARISING THEREFROM. THIS AGREEMENT IS EFFECTIVE FOR ALL DELIVERIES MADE TO THIS JOB SITE BY GRANITEROCK, INCLUDING ANY THAT OCCURRED BEFORE THE DATE SPECIFIED BELOW. AB 219 NOTICE. IF THE PROJECT TO WHICH THIS MATERIAL IS DELIVERED IS FOR A PUBLIC AGENCY OR OTHERWISE SUBJECT TO THE PREVAILING WAGE PROVISIONS OF AB 219,THE CUSTOMER MUST NOTIFY GRANITEROCK OF THIS FACT, OR THE CUSTOMER, WILL BE LIABLE FOR ALL COSTS, FEES AND PENALTIES ARISING FROM ITS FAILURE TO DO SO. SIGNATURE NAME & RELATIONSHIP TO PROPERTY F DATE(MM/DD/YYYY) v ,,d►�o CERTIFICATE ®F LIABILITY INSURANCE 5/25/2017 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 have ADDITIONAL INSURED provisions or 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 in lieu of such endorsements . GUNTA PRODUCER NAME:CT Ann Martino BB&T Insurance Services of California, Inc. 2Q17 PHONE 925-598-2526 F47 888-770-1945 4480 Willow Road, Ste#110 MAY 3® E-MAIL Pleasanton CA 94588 .AMartino@bbandt.com Works Nd,66stratln� INSURERS AFFORDING COVERAGE NAIC# pubfir, INSURER A:Everest National Insurance Co 10120 INSURED 307BYLDACOR INSURERS:United Financial Casualty Company 11770 Byldan Corporation INSURERC:Peleus Insurance Company 34118 P O Box 60970 INSURER D:Kinsale Insurance Company 38920 Palo Alto, CA 94306 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:860777216 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 TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/DD C X COMMERCIAL GENERAL LIABILITY Y Y 103GL001811500 5/22/2017 5/22/2018 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence $50,000 X $5,000 Ded MED EXP(Any one person) $5,000 PERSONAL BADVINJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000. POLICY�JEST E LOG PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 059222800 2/23/2017 2/23/2018 MB NED N LE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ F $ D UMBRELLA LIAB X OCCUR 01000227733 5/22/2017 5/22/2018 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $6,000,000 DED I I RETENTION$ $ A WORKERS COMPENSATION CA10001263161 10/1/2016 10/1/2017 PER 71 OTH- AND EMPLOYERS'LIABILITY X STATUTE YIN ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Waiver of Subrogation applies to General Liability per attached form_#U04Z0310 Pri. ary and Non-Contributory wording applies per General Liability attached endorsement #CG2001 0413. W` ) � �k' *The attached forms apply as required per written contra oFLwrR7en' _a*0=Q1 between the listed parties and the insured,which are subject to the policy provisions. In the absence of such written contract or written agreement the attached forms may not be applicable. Re:Winchester Boulevard Partners, LLC,2295&2305 S.Winchester Blvd, Campbell, CA 95008. (New Construction mixed use 16 unit See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Campbell THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn:Dept.of Public Works ACCORDANCE WITH THE POLICY PROVISIONS. 701 N 1st Street Campbell CA 95008 AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 307BYLDACOR LOC#: 4Aib 7if2LT ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY i NAMED INSURED BB&T Insurance Services of California, Inc. Byldan Corporation P O Box 60970 POLICY NUMBER Palo Alto, CA 94306 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE .apartment building project). Certificate Holder/Additional Insured's Include: City of Campbell,its officers,officials,employees and volunteers, endorsement form CG2012 to follow under separate cover once received from the carrier. Waiver of Subrogation applies to Workers'Compensation per the attached endorsement#WC040306. 30 day notice of cancellation will be given to certificate holder in regards to General Liability policy per the attached endorsement#U900-0716. Auto carrier will endeavor to provide 30 days notice of cancellation to the certificate holder, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives per the attached form#5241 10/02. 30 day notice of cancellation will be given to certificate holder in regards to Workers'Compensation policy per endorsement#WC040601A. 'BB&T will notify certificate holder of Workers'Compensation policy cancellation. Excess Liability policy is following form. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy#103GLOO1811500 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to Paragraph 8.Transfer Of Rights Of Recovery Against Others To Us of Section IV— Conditions: We waive any rights of recovery we may have against any person or organization because of payments we make for injury or damage resulting from your ongoing operations or "your work"done under a contract with that person or organization and included in the °products-completed operations hazard" if: a. you agreed to such waiver; b. the waiver is included as part of a written contract or lease;and c. such written contract or lease was executed prior to any loss to which this insurance applies. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. U047-0310 Includes copyrighted material of ISO Properties, Inc., Page 1 of 1 with its permission. Policy# 103GL001811500 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be primary contrary: and would not seek contribution from any other Primary And Noncontributory Insurance insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance;and CG 20 0104 13 ©Insurance Services Office, Inc.,2012 Page 1 of 1 y Policy#103GL001811500 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION - DESIGNATED PERSON(S) OR ORGANIZATION(S) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART SCHEDULE Name of Person(s) or Organization(s):All certificate holders where written notice of the cancellation of this policy is required by written contract, permit or agreement with the Named Insured and whose names and addresses will be provided by the broker or agent listed in the Declarations Page of this policy, within three(3)business days of our request for the list of certificate holders, for the purposes of complying with such request. The Person(s) or Organization(s) listed or described in the SCHEDULE above have requested that they receive written notice of cancellation when this policy is cancelled by us. It is agreed that should this policy be cancelled before the expiration date thereof, the issuing company will endeavor to mail 30 days written notice (10 days for non-payment of premium)to the additional insured. The notification of cancellation of the policy is solely for the purpose of informing the Person(s) or Organization(s) shown in the SCHEDULE the effective date of cancellation and does not grant, alter, or extend any rights or obligations under this policy. Our failure to provide such notification will not extend any policy cancellation date nor impact or negate any cancellation of the policy. Any provision of this endorsement that is in conflict with a statute or rule is hereby amended to conform to that statute or rule. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. U900-0716 Includes copyrighted material of ISO Properties, Inc., Page 1 of 1 with its permission. BB&TTANNER INS SRVC C0Mh7£RC1W 4480 WILLOW RD PLEASANTON,CA 94588 1-925-463-9672 Policy number: 05922280-0 Undewa tten by: United Financial Cas Co March 9,2017 Pagel of 1 Certificate of Insurance Certificate Holder Insured Agent A ..Mliiona.....l.Insure...... ..................... ......................... B... ...A...........................................................................I.N..S...S..RV......... ............................. dditid YLD.. N CORPORATIQN BB&T TANNER C CITY OF CAMPBELL CLARUM HOMES&CLARUM COM 4480 WILLOW RD 701 N 1ST ST P 0 BOX 60970 PLEASANTON,CA 94588 CAMPBELL,CA 95008 PALO ALTO,CA 94306 This document certifies that insurance policies identified below have been issued by the designated insurer to the insured named above for the period(s)indicated. This Certificate is issued for information purposes only. It confers no rights upon the certificate holder and does not change,alter,modify,or extend the coverages afforded by the policies listed below. The coverages afforded by the policies listed below are subject to all the terms,exclusions,limitations,endorsements,and conditions of these policies. ..............................................:.............................................................................................................................. Policy Effective Date: Feb 23,2017 Policy Expiration Date: Feb 23,2D18 Insurance coveragets) Limits ..........................................."......,..,,......,...,......,...,......,......,...,......,.............,...,.......,..... Bodily InjurylProperty Damage $1,000,000 Combined Single Limit Description of Location/Vehicles/Special Items Scheduled autos only We will endeavor to provide 30 days notice of cancellation to the certificate holder,but failure to do so shall impose no obligation or liability of any Mild upon the insurer,its agents or representatives, Certificate Number 06817A10280 Please be advised that additional insureds and loss payees will be notified in the event of a mid-term cancellation. Farm 5241 i10102t WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 06 01 A CALIFORNIA CANCELATION ENDORSEMENT This endorsement applies only to the insurance provided by the policy because California is shown in Item 3.A.of the INFORMATION PAGE. The cancelation condition in Part Six(Conditions)of the policy is replaced by these conditions: CANCELATION 1. You may cancel this policy. You must mail or deliver advance written notice to us stating when the cancelation is to take effect. 2. We may cancel this policy for one or more of the following reasons: a. Non-payment of premium; b. Failure to report payroll; c. Failure to permit us to audit payroll as required by the terms of this policy or of a previous policy issued by us; d. Failure to pay any additional premium resulting from an audit of payroll required by the terms of this policy or any previous policy issued by us; e. Material misrepresentation made by you or your agent; f. Failure to cooperate with us in the investigation of a claim; g. Failure to comply with Federal or State,safety orders; h. Failure to comply with written recommendations of our designated loss control representatives; I. Theoccurrence of a material change in the ownership of your business; j. The occurrence of any change in your business or operations that materially increases the hazard for frequency or severity of loss; k. The occurrence of any change in your business or operation that requires additional or different classification for premium calculation; Copyright 1998by The Workers'Compensation Insurance Rating Bureau of California. All rights reserved. Page 1 of 2 From the WCIRB's California Workers'Compensation Insurance Forms Manual Copyright 1999. Y WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 06 01 A POLICY NUMBER: CA10001263161 I. The occurrence of any change in your business or operation which contemplates an activity excluded by our reinsurance treaties. 3 If we cancel your policy for any of the reasons listed in (a)through (f), we will give you 10 days advance written notice, stating when the cancelation is to take effect. Mailing that notice to you at your mailing address shown in Item 1 of the Information Page will be sufficlent to prove notice. If we cancel your policy for any of the reasons listed in Items (g)through (I), wewill give you 30 days advance written notice, however, we agree that in the event of cancelation and reissuance of a policy effective upon a material change in ownership or operations, notice will not be provided. 4. The policy period will end on the day and hour stated in the cancelation notice. DATE OF ISSUE: 09-15-16 Copyright 1998by The Workers'Compensation lnsurance Rating Bureau of Califamia. Al rights reserved. Page 2 of 2 From the WCIRB's Califomia Workers'Compensation Insurance Forms Manual Copyright 1999. Policy#CA10001263161 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 0403 06 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 2 % of the California workers' compensation premium otherwisedueon such remuneration. SCHEDULE PERSON OR ORGANIZATION JOB DESCRIPTION ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED HAS AGREED BY WRITTEN CONTRACT TO FURNISH THIS WAIVER. -1998 by the Worker$Compensation Insurance Rating Bureau of California. AI I rights reserved. Frornthe WCIRB's California Workers'Compensation Insurance Forms Manual-1999. ADY MIXED CONC WCONCRFTV, SAN JOSE PLANT GILROY PLANT1404 SOUTH 7TH STREET 25 BUENA VISTAWARNING SAN JOSE, CA 95112 GILROY, CA IRRITATION TO THE SKIN AND EYES ACCOUNTING OFFICE: (408) 947-0669 (408) 848-1560 Contains Portland Cement.Wear Rubber Boots and Gloves,PROLONGED CONTACT MAY FAX: (408) 947-0434 CAUSE BURNS.Avoid Contact with Eyes and Prolonged Contact With Skin.In.Case of t Contact.With Skin or Eyes,Flush Thoroughly With Water.If Irritation Persists,Get DISPATCH: (408) 947-0159 Medical Attention.KEEP CHILDREN AWAY. FAX: (408) 947-0193 SOLD TO: SHIP TO: TIME FORMULA LOAD SIZE YARDSORDERED USE DRIVER/TRUCK MAPCOORDMATE PLANT TRANSACTION# DATE CHARGE C.O.D: LOAD# YARDS DEL. BATCH# WATERTRIM SLUMP TICKETNUMBER PROPERTY DAMAGE RELEASE WEIGHMASTER CERTIFICATE Excessive Water is Detrimental to Concrete Performance (TO BE SIGNED IF DELIVERY TO BE MADE INSIDE CURB LINE) Dear Customer-The driver of this truck is presenting this RELEASE to you for your signature isoftheopinion THIS IS TO CERTIFY that the fallowing described com- H 0 Added B Request/Authorized B that the size and weight of his truck may possibly cause damage to the premises andlor adjacent property 2 YY if he places the material in this load where.you desire it.Ibis our wish to help you in every w fnay that we can, Odlty Was weighed,measured,Or Counted by a but In order to do this the driver is requesting that you sign this RELEASE relieving his and his supplier from any responsibility from any damage that may occur to the premisses'and/or adjacent property,buildings, welghmaster,whose signature IS on this Certificate,who GAL sidewalks,drive-ways;curbs,etc.,by the tlelvery of this material,and that you also agree to help him IS a recognized authority of accuracy, remove mud from the.wheels of his vehicle so that he will not litter the public street.Further,as additional 9 y y,as prescribed by CONCRETE is a PERISHABLE COMMODITY and BECOMES the PROPERTY of the PUR- consideration,the undersigned agrees to indemnity and hold harmless the,driver of this truck and this supplier Chapter 7(Commencing with Section 12700)Of Division •CHASER WHEN TRUCK IS LOADED.ANY CHANGES or CANCELLATIONS of ORIGINAL for any and all damage to the premises and/or adjacent property which may be claimed by anyone to have INSTRUCTIONS MUST be TELEPHONED to the OFFICE BEFORE LOADING STARTS. arisen out of delivery of this order.Jurisdiction and Venue.Seller and Buyer agree that exclusive jurisdiction and 5 Of California Business and Professions Code,adminis- venuearisingoutofandrelatedto the subject matter of this.credit application and any sale of goods from Seller to The undersigned promises-..to pay all costs,including reasonable attorneys'fees, 'Buyer shall lie in the Superior Court of the State of California,County of Santa Clara. tered by the Division Of Measurement Standards Of the incurred In collecting any 5gm�•9wed. SIGNED California Department Of Food and Agriculture. All COD-s not paid at time of delivery will be chargerha$50.00 Service Charge and bear �( interest at the rate of 10%per annum. r r r •r WEIGHMASTER Not responsible for Reactive Aggregate or.'Color'Quality..No Claims For Such Allowed Unless Made at Time Material is Delivered,.,! r rit 1,0P. _ j A$50.00 Service Charge and Loss of Cash Discount will be Collected on all Returned L_Op0 RECEIVED BY: r ' '° Excess Delay Time Charged @$1.50/per minute X QUANTITY CODE DESCRIPTION UNITPRICE EXTENDED PRICE ,1J '`THERE WAS NO CONCRETE OR'CEMENTITIOUS MATERIAL LEFT IN STREET OR STORM DRAIN BY STAR CONCRETE X RETURNED TO PLANT LEFT JOB FINISH UNLOADING DELAY EXPLANATION/CYLINDERTEST TIMEALLOWED 1.JOB NOT READY 6.TRUCK BROKE DOWN 2.SLOW POUR OR PUMP 7.ACCIDENT 3.TRUCK AHEAD ON JOB B.CITATION - LEFT PLANT ARRIVEDJOB STARTUNLOADING 4.CONTRACTOR BROKE DOWN 9.OTHER TIME DUE - 5..ADDED WATER ADDITIONAL CHARGE 1 I ERROR IN PRICE,EXTENSION AND ADDITION SUBJECT TO CORRECTION. TOTALROUNDTRIP TOTALATJOB UNLOADTIME DELAY TIME ADDITIONAL CHARGE 2 CUSTOMER COPY. ` 3UQYT GGESTIONS FOR PLACING CONCRETE SLAB TO MINIMIZE RANDOM CRACKING WHAT YOU DO WHY YOU DO IT s-rop E. Level and compact sub grade, place 4" of STEP 1. The sand provides a cushion for the concrete dainp sand and grade so concrete and good drainage. I poured is a consistent depth. STEP.'. Separate your new concrete from. all STEP 2. The felt separates your new concrete from existing concrete with 1/2" felt. Felt Must existing,, so it may shrirtk', expand., move tip I match the depth of your new slab. or down without a detrimental affect. STRI 3. Screen off your concrete. STEP 3. Make sure there are no low spots. STEP 4. Roller bug Your concrete. STEP 4. Once over the surface, it helps vibrate, con- solidate and give you a better finish. STEP5. Float concrete with wood bull float only. STEP 5. Wood keeps the surface open and allows the concrete to bleed preventing water entrapment and discoloration and/or plastic cracking. S1 EP 6. Cut control joints perpendicular from edge STEP 6. These joints should allow the concrete to crack 1/4 the depth of the slab, using appropriate in the joint taking the path of least resistance. spacing. 4" slab would be 8'x8'. STEP 7. Allow all bleed water to evaporate from the STEP 7. if you do not wait for all bleed water to surface, then you can finish the concrete evaporate, you end up troweling Your bleed with metal trowels.: water back into the surface, dramatically changing your water/cement ratio, on the surface, causing a weaker surface. STEP s. When surface is finished,spray with a concrete STEP 8. This protects the concrete frorn. wind, heat cure, if the concrete is colored you must use a and allows your slab to cure on its own Cure formulated for colored concrete. giving you a much better finished product. --riu-,. Never add water or dry cement to the STEP 9. These two things also change water/cements surface of your slab. ratio on the surface and can ruin your slab. 3 Syed Wahidi From: Matthew Jue Sent: Monday,July 31, 2017 9:33 AM To: Syed Wahidi Subject: Traffic Control Plans for 2305 South Winchester Boulevard (at El Caminito Avenue) Syed, �. Here are my comments on the traffic control plans for 2305 South Winchester Boulevard (at El Caminito Avenue). Sheet TC-2 (Sidewalk Closure) 1. The pedestrian detour plan that begins at Winchester/Kennedy is incomplete. One more M4-9b (Detour->)sign is needed facing southbound pedestrians on the southeast corner of Winchester/Budd. 2. Similarly,the pedestrian detour plan that begins at Winchester/Budd is incomplete. One more M4-9b (F Detour) sign is needed facing northbound pedestrians on the southeast corner of Winchester/El Caminito. 3. Why is a STOP sign shown at the northwest corner of Winchester/El Caminito? What traffic would this sign face? Sheet TC-3(Lane Closure) 1. Why is a STOP sign shown at the northwest corner of Winchester/El Caminito? What traffic would this sign face? OF•CA,11 Matthew Jue, P.E.,T.E., P.T.O.E. Traffic Engineer U r City of Campbell Public Works Depart.amit 0 o 70 N. First Street Campbell. CA 9-5008 y� G WWN .Citvot' ampbell.com 408.866.21 50 ()RCHAR'D t 1 s Winchester Blvd Project www.dmtraffic.com Winchester Blvd . & El Caminito Ave. Campbell , Ca. TRAF IC: Site Map 1.Traffic control plan has been prepared by a qualified traffic control professional and is ;i _ in compliance with "California Manual on Uniform Traffic Control Devices," ' 2.Advanced warning signs. The permittee shall place temporary advance warning signs to F alert motorists to construction work ahead whenever trucks or construction equipment are a # entering or leaving the construction site or when equipment is within the road right of ' way, 3. Sign size.The advance notification signs shall be of sufficient size to accommodate the message. Sign and channelizing devices must be retro reflective or illuminated for the night. Minimum visibility 1000' F 4. Flagging.Traffic shall be under flagging control when any construction operation is occurring in the roadway. A r .r - 5.Traffic non-working hours.All traffic lanes shall be open to the public during nonworking ' hours. 6. Emergency access.The permittee shall provide emergency access to the job site and to any adjacent private property at all times. Y r, 7.Advanced notification. The permittee shall provide to all property owners whose access will be obstructed a 2 week notification rior to start of construction. In addition, affected ro ert owners0 Minimum Taper Length for p p p y - ® ® •� ® Speed Width of Offset 12 feet(W) will be notified 48 hours pl fp or to start of construction operations.The notification shall include the W20-1 SC5 W20-5 W4-2 W2D-5 W4-2 W9.3 W20.4 C9A W3-4 C30 W20-3 W20-3 CC30Mod Md (mph) Merging Shifting Shoulder Down date(s) of construction along the frontage that will obstruct a property owner's access. L U2 u3 Stream ® '-2a feet feet feet feet 7r eza-4 czo-za Ma•1oR 8. Property access.The permittee shall reasonably accommodate a property owner's W21-5c W21-5aR C30A W20-2-' .1am:°1 W24-1 W24-1 WI 4 W14 SC18 q7 25 5 63 42 50 requests to cross the work zone to enter or leave their property. In no case shall the 30 180 1 90 60 50 p , ® ® ® � a 35 320 . 160 0 50 permittee block an owner's access for more than 30 minutes. M4-l0L sc3(cA) sc3tcA, r� 25 35 R9-„atL) R&„a(R, R&„tL, 40 320 160 107 50 Mod M4-8a 144-9b M4-9b W6-4 C17(CA)front C37(CA) 45 540 270 180 50 9. Pedestrians.The permittee shall provide safe pedestrian access through the project site at 50' 600 300 200 50 �► 1 k,� 55 720 330 240 50 all times. Only one sidewalk will be closed at a time. Pedestrians &disabled access to be R�,,,R, `�' ® ." ��M so 720 360 2ao 50 maintained per 2014 Ca MUTCD Standard. Modfled M°d R3-5 R3.5 R3-6L R3.6R 113-8 R4-7 R47 R4-7a R4-7a R6-2 65 840 ago 260 50 50 10. Parking. The permittee shall provide a 72 hour advanced notice signage to be posted R6-2 R31-2 R31 4 PS-3 RI-1 f •:+ 0 Road Type Distance Between Signs 11 11 -a OM-3L OM-3R OM-3C Type-1 Ba Type e-3 Warning Stands Marken Level Pot Hole A B C notifying No Public Parking During Construction Hours Urban(Low speed) -25mph or Less 10011 loon looft Urban(High Speed)-More than 25mph 250ft 250ft 250ft 11. Any changes to the traffic control plans will need to be approved by the Town cMs �� -- Urban(High Speed)-More than 40mph 350ft 350ft 350ft 5 Ton We*Truck Rural 500ft Holt 500ft as Arrowboard Message Work Truck Cone Truck 5TonWorkTrudc W/Atlenualor CraneTNck Engineering Inspector. Board Expressway l Freeway 1000ft 1500ft 2640ft 845 Reed St. Contractor Information Requested By Project Information Plan&Revision Dates Additional Information Company:Clarum Communities Name:Steve Frampton Name:Winchester Blvd.Project Plan Date:7-26-17 Santa Clara, Ca. 95050 Ph:408-436-1127 Address:412 Olive Ave Direct Line:650 614 1149 Location:Winchester Blvd&EI Caminito Ave Rev Date: N/A Fax:408-436-1675 City: Palo Alto Cell Phone:650-690-5645 Campbell,Ca. Rev Date: N/A W W W.dIIltPa1C.COI11 State&Zjp:Ca. 94306 Email:steve@darum.com Description:Lane Closure on Winchester Blvd >�maamatcu . ,�°' rtansYreparedby crnrrxinnan,�lr. Phone: 650-6141149 P0: NIA Jab:N/A &Flagging on EI CaminitoAve. Total Plan Pages: 2 cao��aeAe TC-1 www.dmtraffic.com Plan Scale ('d)TT-621 a H SSOU3 1 in = 125.00ft Ic� av�n X. 1'111�II II�I I III ~` ���� ag Work Hours Legend gam to 3pm B California Flogger C9A St. Lucy Q Mon-Fri Parking ••• 'Church Budd Ave a cone ®.detour for peds(R) M4-9b N Lot - one lane road ahead W20-4 _... o _ ® R9-9 R9-9 road work ahead W20-1 I I I a a Sidewalk Closed Ahead,Cross Here R9-11(L)R9-11(L) � Sidewalk Closed Ahead,Cross Here R9-11(R)R9-11(R) W20-19 I I I I I ® W3-4 W3.4 100 + I I I I M�- G� Joint Trench 100 W20-4 1 1 I I 100 C9A I I I I I I I I r. 100, 100, 100, W3-4 I I I I CLOSED A I 1 I I R9"9 W3-4 C9A W20-4 W20-1 d,00. Ae I I I ..Cr, SH t�K-E El Caminito Ave � I d I (25MPH ) 111111111�1 1, Kennedy Ave I a-mEWALKCLOSED AHEAD _ CR098 HERE f R9-11(L) 100' 100 C9A W 20-1 I I I I 1001 W 3-4 I I I I 100' I I I I W20-4 Winchester Blvd W20-1 .z D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 4o8-436-1127 rC-2 i n ,. ` i 8 - 9' .* www.drntraffic.com Plan Scale 1 in = 70.00ft Legend Work Hours 1111111 gam to 3 m Arrowboard(Single) Z Mon-Fri � cone ® right lane dosed ahead W20-5 ® road narrows W4-2 road work ahead W20-1 0 share the road --Joint Trench St. Lucy Church Sunnyside Ave Kennedy Ave Parking Lot ISO " Winchester Blvd W20-1 30 MPH w20-1 _ now OEM r e—a a— — k— mar — — — — — — — — — — — �_ 250' 250' ft--►0.0 160.0 Winchester Blvd ( 30MPH ) r 11-1 W20-1 W20=5 W4-2 & r, 16-1 ombo i • W20-1 W20-1 Calalpa Ln El Caminito Ave Budd Ave D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 4o8-436-1127 YC-3 ct U LEGEND EL CAMINITO AVENUE �� � � ' I I � m 5 < < (REFER TO OFFSITE IMPROVEMENTS FOR WORK WITHIN RIGHT-OF-WAY) I ENC2015-00091 , COVERED AWNING.SEE ARCHITECTURAL PLANS u I �- NOTES: Br s�wc 2 2"'DW SJNC, 1. SEE LANDSCAPE PLANS FOR ON-SITE TREE LOCATIONS INSTALL"RIGHT TURN 'I o ONLY"SIGN PER - 'I,?, CALIFORNIA MUTCD R3 V 201.46 fi"THRU COMMERCIAL AS flE51DENTWL GAS 207.86• 8.00 METERS.SEE JOINT METERS.SEE JOINT i 8 9 �,r,'w1 @ ` ` `w ,DY° TEE WITH - _ THE C LAN EN PLANS �S OPEN GRATE COVER 208.3 - - - +,,.ALLEY GU ER - - - _ 0 - 1.3'- `- 3.0'. l i I 0 55 M 07.0 osz - 209 i 40 r f INV 203.20 INV 00.90 •8 4"RWL / it 1 - 7.9 // Q' a LF-s�o of 7 w ,I Sac O ® 4" w / �R 20?B-5 INV 202.95 h ,INV 202.64 V 202.90 1215'[AI. P,E PI R J�z�; OF02 SS UB N W m TUB^ EX.RIGHT-OF-W I Q U m LI� 1 � Z. 20@0 • \y ° r //"r '_•' 0 ��2IGHT& EASEMEN 1 >W ,'b-'i`' OPEN BOTTOM CURB W 4&53 1 INLET WITH INSERT 09.0 / R TO BE CA FILTER(TYP.) 209. / //. r; ) Z) ` `- NEW RIGNT a WNE DER r RIM 207 0 'SNV720 9 "% 1s ',� �; x o1 m 5=0.02L - % PROPOSED 1 - Ntt 06 L m rn . /; SQ66; . 5'P.U.E. LLO Z1°o POSED M TAl I ''. INV,203'f 0,/. _ AR RT OVER ANG %.' - /'"., / ir% 09.30 1 Woo (7 PROPOSED 2' m B _-__ _ _ _ __ , i STREET DEDICATION B �i W-jMz 1° FF=2109.30 __N7 r,. ,"'/ / .,'�•- /%,% ANERGEO S CTUR OTECH REPORT i V HICKNESS AND SUBGRAD PREPARATION ZF 209.8 _ x.a209.2 /4"RWL =O 09111 09.5 I �/0/)-- INV 20. O Lo 0 Kim 6b F b S5®S'0 01 _ �11� 2X i O n 8. 4"RWL ,®r.ra/ r /r 4/'/. //,' iO/ ^ /-rAJ ,/ 0 694 I I W Q J'. n __ 0 7 3 �' /..' \/ "rr 0 /.'i / 20.5' 1 DO Z .\ S LF-12"SO i/' `.COL RED CONCRETE' r /% 09 60 6 CL F- S=0.02 r, '!- WAL WAY �. / ` INV 20.0 I 20.6 rr '"t /. 09 r%.' / '. . "o s/ i FF=209.60 U a 0 .fir ydy• r /r ,RNZF1 Or)JZ 1 "498 LF-48"SD '•//`m" %- ,� ;,, Q m 1 ETE I I ZN =O.0 J(X / % g D-w Z, w SEE DETAIL 09, I 0_ U m 209.83 d 03 ,, / •'•/ 200 / ,. i i 2.0% QQ �ZO a PROPOSED ACE ❑ 08.90 FF�20,9.83 RIM 2 L0z OF 2ND ST RY BLDG/ o INV 200.90 /-'�'- / 7- 0 / REFER TO STRUCTURAL PUNS ❑ Z 1n " /, AND GEOTECHNICAL REPORT .6 M)EL o HDPE RISER TEE WITH / ,- z / �' FOR SUB THICKNESS AND U M Q H2O TRAFFIC RATED p /,, SUBGRAOE PREPARATION -1 209.4 1 OPEN GRATE COYER 'V r/ r RI 20i U 6 r'./.rr 1 .I ,O q uAl / '204. PROPOSED METAL PROPOS D RETAINING W 25.00'LIGHT& 0)t� z �• I AIR EASEMENT U (�N CARPORT OVERHANG '', //';•" ICC-ES LEGACY REPOR BE ER-4625. (5 M 52&53) r SEE PAGE 4 F W NS. 8 / z �209.8 X RWL ep°m TO 211oOD _--- __ _ �_ TO209.75 c Q 2I1.7" - - - 211.4 - "�-! T10.1 _ 210.1 - - -209.8 - - 94 QgOFESS/ON o am am o VERTICAL CURB EX L / A o I .UTILITY PO F � ' � QEp ,�A•NNOQ ! SCALE: N 0 10 20 30 \ \ &GUY WIRE y�pP `PPy c ,\ TO REMAIN Q cr II 75628 AS SHOWN U W Scale 1'=10 It U 'i * * SHEET: m �\ . / FOF CAFE 3 OF8 4L Vie.. A7 ls7 ' FRAMEB COVER PORTLAND CEMENT $ CONCRETE COLLAR TT�4 L4' FINISH GRADE 2-0 SRIpN R=1/2• 6° 18°�-1f HOLD EDGE OF AC PAVI)19 m' 2 T .f GUR HOLD EDGE LIP.or GUTTER MORTAR FPOE OE.. a 3 y .111 R_1 Of m / —SURFACEPAVING R /2 - m BASE ROCKOf o o F I 4° P - / � COMPACTED SUBGRADOPER - .. m k DRAT[ F - .9 � GEOTECHNICAL REPORT 'UItUNT€'819AS9 w SLOPE=1'PER FOOT AN E PG ae MIN SMOOTH FINISH PCC CURB O�1L�, 1 GUTTER(CLASS A) >. PIPE v qq E 1. WEEPHOLES TO BE PLACED 01 ALL VERTICAL CURB,AND CURB 8 GUTTER d � T / "MIN 3+MIN N E fl'ADLLBSI!TI[L—/ 1 ISOMETRIC - WHEREVER LANDSCAPING SLOPES TOWARDS THE CURB. - QIUPP w WRBT a 2. GUTTER SLOPE SHALL NOT EICEED S%WITHIN 4'OF A CURB RAMP. € .es�' a ' PCC CURB AND 4`MIN WITH THE PLACEMENT OF ROOT BARRIER AMRSFNr RIOUGHft a �� GUTTER(CLASS A) 3- 4'CURB KEY MAY BE OMITTED LLll6R - LEVEL GRATE - ALONG THE BACK OF CURB ANINIMUM OF 24'BELOW FLO WLINE GRADE. 2/360F PIPE Z HOLD EDGE OF AC PAVING i/4'ABOVE LIP OF GUTTER ' I I �6U� NOT TO SCALE - NOT TO SCALE . MANHOLE DETAIL 07 6 _' KEYED CURB&GUTTER 01 SURFACE PAVING s z i OATOK DA6iu y i (p1AT Wig rMM v ' CATCH BASIN SEE DETAIL 111 THIS SHEET NSERT R —NON-PAVED I PAVEDA.C `' Sic a� _ R=1/2 r �° 0 a - Ylocw R=12. m m RECOMMENOA II � ONS I OF SOILS REPORT. I ui C OUTLET PIPE _ - O m p ow SURFACE PAVING NOitR Iz -GROUT PIPE 1, MWBgAUIrRMtNpn ldlgU1pR41F1. EaLL � IN PLACE js ,s� BASE ROCK 6h 1. Cp1pxAlMaalU116JDi11YYtlId 1lLrY4arE1Y - -. .. r GEOTEC R 7i00I1 REFER TO SOILS I ^ �omm TypoREPORT FOR MIRAFt---J .. `(�l < COMPACTED SUBGRAOE PE �v,� i. .HleflM6iAp11 D►P1aJIDRbie ,INI�tlRM - TRENCH O_'. 140 N HNICAL REPORT S Rle6eramFILTNN MIAh6NNJ0]YIFAAMA FbfJdMpFd7ptlDll BEDDING 4R7TALEO INTO CATCH BeW 4. cw3t J4TtaY1F:BtO9K'aiyAlaAklU 1 I T N i' PCC CURB(CLASS A) In CAP(I L.L In . P4wbh6dA1R/MM 1YP11t OFCONE. V - -. v0 S. CAP(F REQUIRED) OA.PA1pYT11,00A5DI41/4H 4'MIN. 1 Flo®erd® 0• 4425%(D.D.MA1L)'ym 4 'Y WEEPHOLES TO BE PLACED ON ALL VERTICAL CURB,AND CURB 8 W m IT L>tMIOR1 a»�aYv '`�_38'DIAMETER GUTTER WHEREVER LANDSCAPING SLOPES TOWARDS THE CURB. 06 W E Catch Basin insert Filter. ..+ al"'"" '""'" SECTION A-A Nz s f• • R ° wB ➢Iow101J NOT TO SCALE NOT TO SCALE�^�. NOT TO SCALE Ljj W a PIPE BEDDING 08 'CURB INLET&GUTTER-FLARE _W s 05 KEYED VERTICAL CURB 02 Y 6 N 'I ROPOS€D-'--- rA� ' ER ` 3 ND 710NS OF - >J / GEOTECHNICAL REPORT. Ir /�--NEW PCC CURB OtFAIYrtHWY11WlAY /' /�/�-������- \'�' "<�� 0• 4-48"HOPE PERFORATED CLEANOUT BOX(SEE NOTES) .. w r• .4., XJ8 ,_^ STORM DRAIN PIPE WITH FGASCP 1 PAVING OR HARDSCAPE - l"0 PVC AT SCORE MARKS,THRU CURB AC NG GOWN.PRAMERFORATIONS u k C MPACTIOND BACKFILL TO 90°lo RELATIVE / / f AC PAVEMENT OS11p� fa - ; SHALL BE 0.2'-0.4'IN DIAMETER. i t( BANDED RUBBER COUPLING 8 CLAY CAP OR APPROVED EQUAL BASE ROCK - L PIPE SIZE AS INDICATED ON PLAN,INSTALL -- - - GO CD x tt E q LINE TOP SIDES AND ELEVATION 0 o BO O OF TRENCH WITH VERTICALLY,CUT TO LENGTH O aO Ci UNDISTURBED NATNE - LONG RADIUS 7/8(46')BEND D O DETAD. SOIL.SEE N07E 1. PLACE FILTER FABRIC BEHIND '=Tom., �, aaTRnJg SECTION A-A /M11ALLI* iYPACIfV'dIIIJ BRANCH ENDFOR AT TERMINUS CLY OR ANOUTS WEEP HOLES WTHK.TYP.SHOVEL U o N NOTE: BRANCH FOR INTERMEDIATE CLEANOUTS a' T'I FULL OF DRAIN ROCK,TYP. ...1 N - - 1. DETENTION PIPES SHALL BE LAID OUT IN UNDISTURBED SOIL.ONCE TRENCH IS EXCAVATED, / SLOPE r` UMYOfiNtTM4410tMiC'a�1NtGNAUM41rVBYPDX II'SkV REMOVE LOOSESOILFRQM THE BOTTOM OF TRENCH.SOIL INSPECTOR SHALL INSPECT L MER THE TRENCH BOTTOM PRIOR TO LAYOUT OF THE PIPE SYSTEM. SET FLOWLINE OF SURFACE W Z OMYAOITMaNLLPN - Ira111 09Tr1 1A1A mod'°°' NOT TO SCALE ELEVATION y -12'ABOVE PAVEMENTSURFACE R of o n.mw user yum m R 1°wi1 °f - I• Ycfi3T^ 09 A wn� sal aGrA�'i 4t'A W awaalFJ reF�l i`i x�ml W�)TM aiarw W�t+,teuu r.ra•z¢ ® a r/,.LFJ Yv z J ° a i . 1 w SECTIONA-A - > � a f■ a 1 osa a / s»:es, O ° F r AfNu INr I.r DJ 4J r41NIH a ,r' fa olaa CAST IRON COVER CONCRETE COVER CONCRETE BOX NOT 70 SCALE w J 1 N r4 IA J iFDirl WEEPHOLE _ K RECTANGULAR BOXES 03 t4 m NOTES: C7 w I avouc ax t 3,., p14 HOLD EDGE OFAC PAVING F z=O 1. A RECTANGULAR BOX AS SHOWN ABOVE SHALL SE.USED FOR CLEANOUTS THATARE W CAPPED USING ABANDED RUBBER COUPLING. 1 BAND VARIES FOR 1/4'ABOVE LIP OF GUTTER Q Z ens rau r1 14 f ( RI }-- Y�l - GUTTERS LARGER THAN FLOW LINE Q 36'WIDE.SEEPLANS O O o 14r,nw IF IIN4 Ia +� U Nlfia 17 14 t'� Yti11 2. CIRCULAR BOXES ARE PERMITTED FOR CLEANOUTS THAT ARE CAPPED WITH A SCREW _ PDFJV YNYf N Ya IJ aJa as ) ern I�• 4 TYPE CAP OR OTHER APPROVED TOP OPENING CAPS.TYPE AND MANUFACTURER 18,--y z vu Z SUBJECT TO APPROVAL BY ENGINEER. �-1• 3' I u a LO a U Fae.N Mr 10 IJ L r4rHa1Y9 IJd A.1 4 'l °/" l - // O Q 3. CIRCULAR BOXES INSTALLED IN SIDEWALK AREAS SHALL HAVE A SOLID COVER - - /� D_ M� e4wre rNr N11 u 1 r 1 �� x'.uaa Y,' WITHOUT HOLES. r.,,, I) �- -� i =j-.. F- z N F• INY YN19 Ia IJ 1 L4i 4 . Y 1p z--)'.. i /, U z rt �h1 4 _ t[ a FOr•LF rNN M +vim'+ I ) { l: `' A A)CHR STY CONCRETE RECTANGULAR T B3 BOX WITH A B30 CONCRETE LID OR q ` '✓7-{7 �,i � � 0 N co I a n _.ya - +: a�'Fx�. '.._.' B3C METAL LID,OR �.- i- �ij\Z l '�i`+t o - N B)BROOKS PRODUCTS,INC.NO.3 METER BOX WITH A NO.3 HEAVY DUTY CONCRETE LID OR A NO.3 CAST IRON TRAFFIC LID OR APPROVED EQUAL- 4 /9 �,��.Y w• m a�n a m :a --I 1' T " )..---.FD'l +sa+v�, - `fir #3 Q 16 O C z �,. A FloVerd® dte Frmnunx� a wnakxcenn.c r asFtara ��.w.; EACH WAY "1 o ewar.+now maa+x rcre 3. CONCRETE LIDS ARE ACCEPTABLE FOR USE IN NON VEHICULAR TRAFFIC AREAS, S dlEfllwlffiltl 1 '6 y� ADN y�rJ� p�Yp�I�f1��p� PCC GUTTER C U roi cn M +w J Fnv navmJva m t rI Y�ilriMflUA�un A4 1'MOA�lA .r.1YL5VfWTJG101W.�TA1d METAL,TRAFFIC RATED LIDS MUST BE USED IN TRAFFIC AREAS. (CLASS +u Cefoh Basin Insert FI ter , .., �" O'M 11 A.B. e Ir RaCWE as ratfYwAa 6. ALL CLEANOUT BOX LIDS SHALL BE MARKED WITH A LETTER'S'/'SD'OR THE WORD P iiaH 1•aaal/Y1 1.r+C1JLMir40fNYJw1Mw,1xA1MrJ 4J 11Nr41N an- COMPACTEDSUBEPORTGRADE PER GEOTECHNICAL REPORT a> a m � Egg. aJFIL "'� 4r cswer4DiI.R nr°�'Fitla4 °SEWER'/'STORM'. � n PJDIJJrineomamewrv+AnAwmOrArmYow° I imNmmfJrAuKruu/4eeygTpaY ONeaaFtsbeOSv�VC1 VM _ _ 7. TERMINATE ACKFILCLEANOUT IS AOMPLETE JOINTTO B-GRAD MA WITH TEMPORARY PLUG. Q -m7aINMPtlg0ra0daiMDl16 JT/GNNALLMPhrAim AFTER ALL BACKFILL IS COMPLETE AND SUB-GRADE MADE IN AREAS TO BE PAVED QpOFESS/0N U o - - tfGr�pypaFaV�rWtfDyaTYNMAIWId4YNWJ4VAYHFDAI¢DOMaARA01Kp a „ar,� THE FINAL RISER PIPE AND BOX SHALL BE INSTALLED AS SHOWN. Q4� P.KNUp R�,,. SCALE: m �YOAC y?PQ Sfy i+ �ry1a�r f1�� aay��yfp�aarp�1�'�1p( q:P����pp 75828 AS SHOWN (j - J\TatiVT.ta Ol`tlblJfl ZSfd.aYL A NOTTO SCALE NOT TO SCALE *r CIVIL \* SHEET: CATCH BASIN INSERT FILTER 11 HDPE RISER TEE 10 CLEANOUT O(i VALLEY GUTTER 04 9jf OFCA 1fDP� 7 QFs U CL PL PL 19.0' 135.5' 30.0' S.0' PARKING DRIVE AISLE 20.0'Y 10.0'SW ROADWA - O.ISX NEW CURB&GUTTER. SEE DETAIL 01,SHEET 07� I NEW GRADE I X GRADE SECTION A-EL CAMINITO AVE. _ 1"-10' = 5 DECK PL CL = v = c E PL METAL ROOF 28.0' _ 16.0' 25.0' 20.0' 24.75 z0.8' 10.0' WINCHESTER BLDING S.D' 45.0' '_c c PARKING DRIVE AISLE PARKING DRIVE AISLE PRIVATE GARAGES FF=209.3UI0 � oW Too'SW 35.0' € m m ADJACENT EXISTING j TROADWAY w BUILDING FOUNDATION 2.0% 2.0% 1.69 CURB&GUTTER T\ z \ NEW CURB`dr,GUTTER. 'wr NEW GRADE ER CITY STD.DTL SEX GRADE SQUARE FOOTING. SEE DETAIL 01,SHEEZ 0 SEE STRUCTURAL PLANS 1 1 DET,311U1 ON PIPES.SEE / 12' w A SECTION B-S.WINCHESTER BLVD. ZONE OF INFLUENCE , a m m o o DRIVE AISLE 3 Z�� EXISTING BUILDING O o m 3 FOUNDATION y 2 W y 4 VERTICAL CURB. uJ�ry /( DETENTION PIPES.SEE / SEE DETAIL 02,SHEET 07 - ETAIL 09,SHEET 7. EP 211_52 06W EP 211.31 1O ✓ /✓✓�I✓✓ ✓✓ ✓.� TIN 211.08� RETAINING WALL RETAINING WALL TIN 211.2 - N / ZONE OF INFLUENCE IMPERVIOUS FILL IMPERVIOUS FILL �+-Z m / 12"DEEP 12"DEEP w _JyU / EP 209.25 N >o EP 209.40 L) DRAINAGE AGGREGATE DRAINAGE AGGREGATE SECTION C-DETENTION PIPE SYSTEM 12"THICK MIN 12"THICK MIN a BW 208. GRANULAR LEVELING PAD BW 208.73 1'-10 58 ---GRANULAR LEVELING PAD �- I II ' I I SECTION D SECTION E SCALE 1'=2' SCALE 1'=2' a0 co O t0 m O TIN 210.96 EP 211_03_ RETAINING WALLc0 70*62 EP 210_63_ RETAINING WALL IMPERVIOUS FILL FF=209.83 J N IMPERVIOUS FILL FF=209.83 _ _ 12"DEEP -- _ 12"DEEP W O - - - - m DRAINAGE AGGREGATE Eft Z DRAINAGE AGGREGATE p,I /' / I LL I I I 12"THICK MIN 12"THICK MIN d +4r'i� * GRANUL2 LEVELING PAD � Qo / - - - - - - - - - - - - - I- - -- - - �- ��' I ,�:�;�r' GRANULAR LEVELING PAD <� Z m SCALE 1=2 SCALE 1=2 LL W_ -_ SECTION F Z _ SECTION G Ur WDO O1 {{ 1 ER-46 5 R SA-LOK ICC-ES LEGACY REPORT NUMBER v FOR RETAINING WALL DESIGN ASSEMBLY AND SEMBLY ✓ " /', ---- % PROCEDURES U Z Q O a �� ❑ I w l u. I" I U I I 2 1 Z �L w ¢Lo a RETAINING WALL SECTIONS RETAINING WALL TW 2f0.63 P N E O) 1'=5' FF=209.83 IMPERVIOUS210.25 FILL U ❑ U w _ _ 12"DEEP 01 z DRAINAGE AGGREGATE U (�N H 2i _ 12"THICK MIN 'a.,+"°a'{:,M'--GRANULAR LEVELING PAD i o SECTION H M SCALE 1'=2' m O E o QpOFESS/O4, I,KNO�sfy SCALE: F AS SHOWN 75828 00 �' * SHEET: a Irtq DIVA �R / 7f OF CANE 4 OF B r LEGEND U x > > > EL CAMINITO AVENUE m < Q (REFER TO OFFSITE IMPROVEMENTS FOR WORK WITHIN RIGHT-OF-WAY) _ I ENC2015-00091 COVERED AWNING.SEE ARCHITECTURAL PLANS - , 0 NOTES' 67 p)� w Y SJWC TSJW'C ¢v E 1. SEE LANDSCAPE PLANS FOR ON-SITE TREE LOCATIONS INSTALL"RIGHT TURN ONLY'SIGN PER _ •r _ _ _ CAUFORNIA MFCD R3-5R Lj V 201.l6 6"THRU COMMERCIAL AS RESIDENTU0.GAS 13 r•f _ - p o ° 207.86• METERS.SEE JOINT PETERS.SEE JOINT I 8�9 -` - ---- - - - TENCH LAN RENCN PLANS fl2F>�EOYER ,+AflEY C ER ��•: I '� 209.3 _ _ _VA �-• - _ - 1.3 3.0' !. 4 :6 ?- I^V i'\ IN 203.20 -ys I 0 90 osx 209 � 0 S\ t k�.�'Ft�• 1. IN 0 D- 4"RINE v ^^ 4Q 8 LF-•12"SD 5=0.03 R N N 9 IHSL. TYPE INV 202.64 i ARR6 ce UBrvwo m H s) COT j/ j'4" TUB" .,� INV 2D2.05 1H E%.RIGHT-OF-W1 _ I QN OPEN BOTTOM CURB Ij B: u' \+ i i p � 25' IGHT h EASEME�I ` F _ �o ryn O s P INLET WITH INSERTI '!'� W r V_j FILTER(TYP.) = 07 " 26k i i;' :/ t.o I Ecir W�GFT a> w Da a uNE; F XWm _ 0.02 I 36 /i I PROPOSED ' - W W E- E E POSED M ALZ. /: i 5'P.U.E. �O E FFF GABP RI OVER ANG I ', INY_0�.1� '/ I V �m Z °o I {,. / 09.3 Who B HR ` , i I PROPOSED 2' �w� W o STREET DEDICATION W_J y U .f .. i. 4 Wmz FF=2M30 •. fix" 'I , _ EA TO STRUCTURAL PLANS - O - g., ".•t AN GEOTECHNICAL REPORTi Ua NICKNERA AND �I SUBGRAD PAEPARATION Zw 2099 II it �o h j, �x, - •�-w 203.65 0 LF 5 Sti®41 2% U O n 4 \ p ! 4"•RWL ,lD /. / w/i .O j/°/ 7E ��/ _'•9.69DO z '. I� T 93 5 LF-•12"SD q- 08.7. �� � ,� /' � .' COL RED CONCREIY,e i�,% �.":/,: •I 6 .0- � � 0-H 4 7)B.'.02� f z z I i /•. - WAL qY !/� �'. INV,20300 , ie " / / /i�;j/" I FF=209.60 v w CIL U cx I N 0.26I co>(D DETENTION PIPE •,' >' ..7 ofJ Z SEE DETAIL 09, I 'I W F 3 209.2 - i 'I 209.83 D- Do a 2o§O` .'PROPOSED ACE 2.0YG ),ex OF 2ND ST BY,BLDG 0 FF�209.83 o I.V 20.9 - REFER TO STRUCTURAL PLANS ❑ Z U)Z Jl[0 $T.AlVGTH / AND GEOTECHNICAL REPORT S' 'H2G 'iRATE -o i FOR SLAB THICKNESS AND I 'D Q O Q aO OVER 'V SUBGRADE PREPARATION - (DU u T09.4 09 D f]°O F- z I$ NN zoo. y zs.oD EIGHT 14a o PROPOSED METAL I ,��. PROP D RETAINING W A R EASEMENT (7 (7 N H CARPORT OVERHANG : .ICC-ES LEGACY REPOR BE ER-4625. SEE PAGE 4 F W N5, I (5 M 52&S3) 5 E o 09.8 - I uaY m + Y•U NORTH -___ �• .. FTC G 21 1. 5 A•� 209.fi FG 211.00, - m T a 211.7 D- r 2t0.1 210.1 209.8 g g F OFESS/N9 VERTICAL CURB U E o R - ! SCALE: u GUY W(RE 0 10 20 30 WTO REMAIN I. KNUOSfy F` o i Scale 1'®1 D k I a AS SHOWN 75628 SHEET: Civil_ +rf OF CP.UfWP 3 OF 8 FRAME&COVER ' y PORTLAND CEMENT u ' CONCRETE COLLAR T„3 T04 3/4 MOLD EDGE OF AC PAVING >' > t• t;.,-\�,\ i'::(y!" S R=12' m 6 _ FINISH GRADE RI�N 1/4'ABOVE LIP OF GUTTER MORTAR PEE pF a 3 R=1' .SURFACE PAVING m —BASE ROCK � p ../ T�(/ COMPACTED SUBGRADE R - pF GEOTECHNICAL REPORT PER f- CMTE............ :; 4'-0•STD. 4' LIP .. 9 'UUflN1C'01PA65 m Fl,p,. ' PCC CURB AND P FUT wa w SLOPE=1'PER FOOT iF Q GUTTER(CLASS A) o MIN SMOOTH FINISH T « 5 > FF�S�FR m E >RAe71SeC �r 3'MIN 3'MIN PIPE - �IOpI�N 1. WEEPHOLES TO BE PLACED ON ALL VERTICAL CURB,AND CURB A GUTTER p tUPPORf eAfKET •, / -' ISOMETRIC WHEREVER LANDSCAPING SLOPES TOWARDS THE CURB_. o ` 6 A850R7GVf P➢170+9 .• •� � �� l PCC CURB AND 2.� GUTTER SLOPE SHALL NOT,EXCEED 5%WITHIN 4'OF A CURB RAMP. /�5' IN ltNOt -� �5_S'. _ GUTTER(CLASS A) 3. -0'CURB KEY MAYBE OMITTED WITH THE PLACEMENT OF ROOT BARRIER, rn o b 'e ALONG THE BACK OF CURB A MINIMUM OF 24'BELOW FLOWLINE GRADE N�PoAM `213 0 OF PIPE, LEVEL GRATE i NOT TO SCALE HOLD 4"ABOVEDGE OF AC PAVING NOT TO SCALE i/4'ABOVE LIP OF GUTTER I MANHOLE DETAIL 07 6' KEYED CURB&GUTTER 101 W7df 6WN J/7' j. SURFACE PAVING (FLAT OIU,C • +LLy:_1L%�i CATCH BASIN INSERT FILTER. —NON-PAVED I PAVED--- 1 SEE DETAIL II.THIS SHEET I lea _ '� rr• � Wig \\��;.>..5�,�;• - 1-6-II-314' m m >� R=112' c v _ ad,.0 � u zwo !�•'nYi 'TR-12' o m BACKFILL PER - RECOM '"MENDATIONS I E OF SOILS REPORT. I °=Vo`ti OUTLET PIPE O o ///;///// SURFACE PAVING L) 3Y}7 �;;1 f-1 ,' !9 n f. flwmertrrnnaa e0nlavgyro q,x,,. x- GROUT PIPE U- 2 S } BASE ROCK " A. IelwwAalMn,LNIDeofnfn,MlO Nm,rtrowW - 6, oaLL IN PLACE Cl ) 1 `. 2' Tr"w. REFER TO SOUS COMPACTED SUBGRADE PER w=e- REPORTFOR O ti I IY •✓.`" m F• m%nBn a+dr MIRAFf—I - ¢� y L I Y T>`�(�, GEOTECHNICAL REPORT TRENCH 140 N I ✓J Aafiera FILTER BEDDING � HNBTALLGOINTO CATM 0.A01N• a, eb„aupWl/I,SeC,epgdm,llmaagrar,Lt,1 ,�s aG. I m PCC CURB(CLASS A) coR ,n.rnlnpalN'lmic elnf. :i�..,. r,i•. _ 1 Ffpl - < 06 UA,PAWTF#A1Wh4�AA71®AH OMIT$OF CONC. ) - `'� f Y 90 �IOVbard CAP OF REQUIRED) 03 - - - - wm o a � tpeyu�y�A 4'+25%(O.D.MAX)'vd ______ __ *WEEPHOLES TO BE PLACED ON ALL VERTICAL CURB,AND CURB 8 �6x UU m y GUTTER WHEREVER LANDSCAPING SLOPES TOWARDS THE CURB. W LU E E 6 MwMa ar6ix94, nu �36'DIAMETER �o75 U Cotoh Boaln Insert Filter xunnrt,>mLa, i SECTIONA-A \� HE�zm - WW NOT TO SCALE NOT TO SCALE�`� NOT TO SCALE -I in m PIPE BEDDING 08 CURB INLET&db_rFER FLARE 05 KEYED VERTICAL CURB 102 PROPOSED AC PAVEMENTNATIVE r CKRILL PER RECOMMENDATIONS ONS OF NEW PCC CURB �I IarAnneuydlunp, GEOTECHNICAL REPORT v � rvL\/�\/\ \%�\�\ :Z'0,\ \/, - E 4-46'HDPE PERFORATED - CLEANOUT BOX(SEE NOTES) �� "• 1'0 PVC PIPE THRU CURB STORM DRAIN PIPE WITH ZERO FG/LSCP 1 (wrAA,a S" 1 „ /..—PAVING • ; _ •. AT SCORE MARKS,TYP, SLOPE OR HARDSCAPE PIPE PERFORATIONS - �. / // / e°yTy 1 48• ' / HAND TAMPED BACKFILL TO 90%RELATIVE /% �/ !//./ AC PAVEMENTy FACING DOWN.PERFORATIONS COMPACTION vmC1 SNALL BE 0.24W IN DIAMETER.- •- ' . BANDED RUBBER COUPLING 8 CLAY CAP OR BASE ROCK 3/4' CO cc DRAIN ROCK N APPROVED EQUAL .1 ,.. O O •• �z ✓.t%nr1 25.0' ?% LINETOP,SIDES AND PIPE SIZE AS INDICATED ON PLAN,INSTALL I ID p TRENCH MIN. / BOTTOM OF TRENCH WITH VERTICALLY,CUT TO LENGTH ELEVATION - rn O I a� UNDISTURBED NA7NE D FILTER FABRIC MEMBRANE Q to SOIL.SEE NOTE 7. PEACE FILTER FABRIC BEHIND LONG RADIUS 1/8(45')BEND (�p 1- .'+�'"•')' �IM7AlY6 RW,WF2AtylJ SECTION A-A � - WEEP HOLES WITH SHOVEL NOTE: 1/8(45')BEND AT TERMINUS ONLY OR WYE �. 44 FULL OF DRAIN ROCK,TYP. J N BRANCH FOR INTERMEDIATE CLEANOUTS T .I W O 'MANOrnpllrMeMv,QAmx�2Ma0Mrro AVMWHYVx11FOt1eO: 1. DETENTIONPIPES SHALL BE LAID OUT IN UNDISTURBED SOIL.ONCE TRENCH IS EXCAVATED, SLOPE SET FLOWLINE OF WEEPHOLES ED Z E REMOVE LOOSE SOIL FROM THE BOTTOM OF TRENCH.SOIL INSPECTOR SHALL INSPECT L �- 12'ABOVE PAVEMENT SURFACE d H THE TRENCH BOTTOM PRIOR TO LAYOUT OF THE PIPE SYSTEM. n .es+. m.u. ELEVATION . - .. Mt#Kld, RUL�iawuow MlneuaEe'Ix �� 1wuo,Ttsrd NOT TO SCALE /% eTAARA7O rvuwr 4ETPll SYSTEM! 09 �, -c., U w user Hole rorw ,a+vf nlmae k7ru+v f< ., I { r., o� � srr� smut e7caAla NAw LwM t�01J�an a nar - an.."A xrnwl cuuair nvurt vup n - �'` l k vmnml 1ea.nml la.anast wal u,aw Iuy a,ue„I �a Z J Z m .IVi t u u a rosin m .n 11 d ., „ I doe , „Va,..., i 00 O r¢h,v Ilan uxu ,r c, on roALrn .n a nro -c�r�r}_..�.,-. SECTION A-A EL W_J W I... 14 4 I, ralexe AI a / ri \ CASTIRONCOVER CONCRETECOVER CONCRETEBOX NOTTO SCALE w Fw-' N L ■u nx Ar a, 4Ar x , 1Y RECTANGULAR BOXES WEEPHOLE 03 ¢ ¢(L F c 1 f, a I.f roriLLM a¢ .'L`� '>. •,�'c•'Y.;:_,..1� NOTES: HOLD EDGE OF AC PAVING W Z U c0.7 a rm 7,1f a, I, La roAUNn r ur+nrr •� 1/4'ABOVE LIP OF GUTTER _ 1. A RECTANGULAR BOX AS SHOWN ABOVE SHALL BE USED FOR CLEANOUTS THAT ARE_!",I, 18'AND VARIES FOR - CAPPED USING A BANDED RUBBER COUPLING. 0 IL aN „ a M , �`C q) a- , i'.(< lf,• GUTTERS LARGER THAN FLOW LINE Z 0❑ "11NF 1 dx11 I, 11 a ,O Im 11 16 .1 f1,. r .�!, 1`;•�' 36'WIDE.SEE PLANS C1 O o ror•W UK" AI a I,f R,A4f1 Lm ,e1 W------CAA^^•" T,�'! �; 2, CIRCULAR BOXES ARE PERMITTED FOR CLEANOUTS THAT ARE CAPPED WITH A SCREW 18• (- Z Z 5 TYPE CAP OR OTHER APPROVED TOP OPENING CAPS.TYPE AND MANUFACTURER o U Q Ln LL ar rma7lw w u f „ rorrlw IY ,.0 ] 114 SUBJECT TO APPROVAL BY ENGINEER. ri. 3' / 2 C7 N F Fen xu Z L 3. CIRCULAR BOXES INSTALLED IN SIDEWALK AREAS SHALL HAVE ASOLID COVER �_ ,. U) . aFo*11No ax/l „ u „ Fa>awre u a L.1• �; WITHOUT HOLES. I" ? "'1 Z LD U rarwr uxd rxa F, u u u a u u yx Lm 4 'yy 4. APPROVED RECTANGULAR BOXES ARE: - / / /-,> U C7 N F- o I -"- ~'' I� " A)CHRISTY CONCRETE PRODUCT B3 BOX WITH A E13D CONCRETE LID OR C 1C^.�r I�'' j. ¢ 4> waN B3C METAL LID,OR ,. a °-c-•; B)BROOKS PRODUCTS,INC.NO.3 METER BOX WITH A NO.3 HEAVY DUN M3 18 O.C. ¢ FioGerd� e i�u•fi!nna, 'i "Ati AnM a u V,�° `/• r ^M _,•�-r �_-_ CONCRETE LID OR A N0.3 CAST IRON TRAFFIC LID OR APPROVED EQUAL "' EACH WAY u Eduirle W�6 5. CONCRETE LIDS ARE ACCEPTABLE FOR USE IN NON VEHICULAR TRAFFIC AREAS, PCC GUTTER(CLASS A) i Catch BeaJn Insert FllEer •a .rrAvwe,, axx�Ac��evmwn,rulPn rAwAro�amOa �' METAL,TRAFFIC RATED LIDS MUST BE USED IN TRAFFIC AREAS. 6'CLII AB. E cv „w'idnn nNAMq aev,nAwvninenoxrxN wmiva 1'i° 3 ,M�uvv�oNraAHCAMOe Moa'p4'�xvmeotlf CO MPACTED SUBGRADE PER % A e erc ll Mi„r1 f,yuyiunrvw.,u,xAteraalMwrMlwrtxnLo rLaoaan,L,orAm,L7ria 6. ALL CLEANOUT BOX LIDS SHALL BE MARKED WITH A LETTER'S'/'SD'OR THE WORD GEOTECHNICAL REPORT r W n ttc eAaweRnmiwuana,en,r lLwplxr.or'La vt�lm,rtyn eralran'ermno "SEWER/'STORM'. �' E lue�mrAxv�lemwn4x,mwaFrhoWnarAieflLOA]A, mGmtauA►uuuvnoev,rmwv mu�aa,awv m•AfuerYnNx OFESS/ O c er0.1RM1M a/ancno eerA.v a,ewLromgivaloaM+ruw,mMimLwwa Z AFTERTERMI ALL BAC FILLI AT CLOSESTAND SUB-GRADE U O SURFACE MADEWITH IN TEMPORARY PLUG. QP 0/y A.IO,MtlOCfIWx11,OC1w44Aa10,tlrLAu,a,l!YNLMN4h,HYWAa IxreLAm Ap1rV1 AFTER ALL BACKPILLI AND BO SHALL SINSTALLEMADEIN AREAS TO BE PAVED ��Op,xNR�!„c SCALE: ¢ Wxn4 eueamlyoMnvu. ' rA•"e'•A�`•�• ^"v^' THE FINAL RISER PIPE AND BOX SHALL BE INSTALLED AS SHOWN. ,�. '/- • •- I w..• y 3 25828 m l AS SHOWN 00 "a .w..x,wr no-•Ke * * SHEET: d NOT TO SCALE NOT TO SCALE ��qj civil. 0� CATCH BASIN INSERT FILTER i i wiI tl 10 06 CLEANOUT VALLEY GUTTER 04 `OF CA�f° OF B i 1 U 19.0' 135.5' . - 20.0' PARKING:j__ - 'SW DRIVE AISLE ROADWAY NEW CURB&GUTTER. SEE DETAIL O1,SHEET 07�_ I• - - _ - - NEW GRADE I X GRADE - c F - � SECTION A-EL CAMINITO AVE. a � _ r=1D• BECK _ PL CL @ P�1L"" METAL ROOF 28.0' _ KIN 2E AI 20.IN 24.75' .20.8' WINCHESTER BUILDING 5.0' 45.0' � ❑ �c= J PARKING DRIVE AISLE "PARKING DRIVE AISLE PRIVATE GARAGES FF ,209.30 € o m _ 10.0'SW�F� 35.0' w ❑ ADJACENT EXISTING - ROADWAY . BUILDING FOUNDATION 2�oxx -Lox 1.6x � _ NEW GRADE�- NEW CURB&GUTTER NEW CUR GUTTER. t SOUAAE FOOTING. ER CITY STD.DTL SEX GRADE SEE DETAIL 01,SNE6L0 EE STRUCTURAL PLANS , i D NTLON PIPES.9EE 12, zW .9�L17 .� :ETi�..i.�jd.�iw QQ A K y 4 ZONE OF INFLUENCE SECTION B-S.WINCHESTER BLVD. o a m - - DRIVE AISLE I Z $ EXISTING BUILDING "- U OVE7�101. FOUNDATION - Ooo Z 0DETENTION PIPES.SEE S "L 02, _ - U ETA1L 09.SHEET 7. SEE DETAIL 02,SHEET 07 I to c$ m EP 211.52 W W E E ` / TW 211.08! —— TW2N.23I EP 211_31_ �'ti JJ_.-s,\...i RETAINING WALL RETAINING WALL 8 `ZONE OF INFLUENCE INPERVOUS FILL IMPERVIOUS FILL Z m e / 31.0, _ 12"DEEP - 12"DEEP W J m EP 209.25 N EP 209.40 DRAINAGE AGGREGATE DRAINAGE AGGREGATE 3 - .t:'`:". 12"THICK MIN : :;;?;r 12'THICK MIN SECTION C-DETENTION PIPE SYSTEM 1•=10• BW 208.58 GRANULAR LEVELING PAD _ BIN 208'73 GRANULAR LEVELING PAD SECTION D SECTION E I I SCALEr=2' SCALE I•=2' CD CD m /" '' // / / I II CD U) CD RETAINING WALL - ¢L6 TW 210.96 EP 211.03_ , EP 210.43_ U o RETAINING WALL N �. Ff=209.83 IMPERVIOUS FILL J IMPERVIOUS FILL FF=209.83 _ 4 12"DEEP — — _ 12"DEEP W O DRAINAGE AGGREGATE DRAINAGE AGGREGATE a •' / 12"THICK MIN GRANULAR LEVELING PAD ❑ — _— — — — — — — — — — I— — — — — .I - BW 209.16 GRANULAR LEVELING PAD Q LL `m o - — - — _ - __ SECTION _ ON -., - -- W __ ` S F SECTION G g - - _ ,-i -r.: �. - — - > ,.. ___ _ - SCALE 1t2' SCALE 1'=2' 0- j r- - I NOTE: (~A DO W SEE VERSA-LOK ICC-ES LEGACY REPORT NUMBER Z 2 p ER4625 FOR RETAINING WALL DESIGN AND ASSEMBLY U co PROCEDURES U Q Z o O Z RETAINING WALL SECTIONS I Tw 210.63 "- Ul CD z 17 Q RETAINING WALL N 210.25 U) otf Ff=209.83 IMPERVIOUS FILL - O tO 0 12"DEEP 2 N c DRAINAGE AGGREGATE U U' C,4 H 12"THICK MIN GRANULAR LEVELING PAD i rc ❑ i SECTION H M SCALE 152'- m n - I RpOFESS/p,P ' N ^ego y,a NNppf��„c SCALE: avg' 'y V ASSHOWN RB 'rr CIVIL �p L; 9ff OF CA NE 4 OF 8 Winchester Blvd Project "'"'"'.dmtraffi`.`°m t S Winchester Blvd . & El Caminito Ave. Campbell , Ca. TRAFFIC: Site Map 1.Traffic control plan has been prepared by a qualified traffic control professional and is incompliance with "California Manual on Uniform Traffic Control Devices," , ILA 2.Advanced warning signs.The permittee shall place temporary advance warning signs to �' a alert motorists to construction work ahead whenever trucks or construction equipment are entering or leaving the construction site or when equipment is within the road right of way. 3. Sign size.The advance notification signs shall be of sufficient size to accommodate the F 'f ' message. Sign and channelizing devices must be retro reflective or illuminated for the night. ` �''s ` ``" \ , Minimum visibility 1000' a 4. Flagging. Traffic shall be under flagging control when any construction operation is occurring in the roadway. 5.Traffic non-working hours.All traffic lanes shall be open to the public during nonworking hours. 6. Emergency access.The permittee shall provide emergency access to the job site and to any adjacent private property at all times. y 7.Advanced notification. The permittee shall provide to all property owners whose access will be `` obstructed a 2 week notification prior to start of construction. In addition, affected property owners0 �. ® ® Speed Minimum Taper Length for will be notified 48 hours prior to start of construction operations. The notification shall include the W20-1 SO W20.5 W4-2 W20.5 W4-2 W9-3 W20.4 C9A W3-4 C30 W20.3 W�3 p0 S will of Offset 12 feet(VI!) date(s) of construction along the frontage that will obstruct a property owner's access. (mph) MePAW rging Shifting Shoulder down ® L U2 L/3 Stream ® ® ® ® ® ® 40 om a Eo-2a M4-1oR feet feet feet feet 8. Property access.The permittee shall reasonably accommodate a property owner's W21-5r W21-SaR C30A w2o-2 W24-1 W24-1 W1.4 w scls C37 1-4 20 80 40 27 50 25 1 125 63 42 50 requests to cross the work zone to enter or leave their property. In no case shall the _ 30 180 90 60 50 p = ON ® ® a 35 245 123 82 50 permittee block an owner's access for more than 30 minutes. M4-1aL SC3(Ch) SO(CA) �, �� 25 35 R9.11a(L) R9•11a(R) Ra-11(L) 40 320 160 107 50 Mod M4-3a 144-9b M4.9b W6-4 C17(CA)front C17(CA) 45 540 270 180 50 9. Pedestrians.The permittee shall provide safe pedestrian access through the project site at 50 600 300 200 50 55 660 330 220 50 all times. Only one sidewalk will be closed at a time. Pedestrians&disabled access to beR9.9 R© ti 0 �� �� ~' O 60 720 360 240 50 maintained per 2014 Ca MUTCD Standard. M.Med ..� R3-5 R3-5 R3.6L R3-6R R3-8 �2 65 780 390 260 50 R4-7 R4-7 R47a R4-7a 70 1 840 1 420 1 280 1 50 4�Y�p RClO6�E0 � • � �/ ll..�y 10. Parking. The permittee shall provide a 72 hour advanced notice signage to be posted 0 R11-2 R11 4 ® ® 0 .�. o Road Type Distance Between Signs 11 RI-1 Ra.g Type-1 Type-3 High Level Pot Hole notifying"No Public Parking During Construction Hours OM-3L OM-3R OM-3C Barricade Barricade WamingStands Madrers A B C Urban(Low Speed) -25mph or Less 100ft 100ft 10011 CMS — Urban(High Speed)-More than 25mph 250ft 250ft 250ft 11. Any changes to the traffic control plans will need to be approved by the Town Urban(High Speed)-More than 40mph 35oft 35oft 350ft Arrowboard M Work Truck Cone Truck 5TonWarkTrudt 5 Ton�WorkTruck Rural 500ft 500ft 500ft Engineering Inspector. W Board w1a nuator Crane Truck Rpressway/Freeway 1000ft 150011 2640ft 845 Reed St. Contractor Information Requested By Project Information Plan&Revision Dates Additional Information Ca. 9505o Company:Clarum Communities Name:Steve Frampton Name:Windiester Blvd.Project ' Plan Date:7-26.17 Santa Clara 00 Ph:408-436-1127 Address:412 Olive Ave Direct Line:B50-614-1149 Location:Winchester Blvd&El Caminito Ave Rev Date: N/A ®•,,1 �l n fff' City: PaloAtto Cell Phone:650.690-5645 Campbell,Ca. Rev Date: NIA Fax:405-436-1675 www.dmtraffiC.eom State&ZIp:Ca. 94306 Email:steve@darum.com Description:lane Closure on Winchester Blvd �o F�1wfi'� plans Prepared bg,C.� DARNELi Phone: 650-614-1149 P0:N/A Job:N/A &Flagging on El Caminito Ave. Total Plan Pages: 2 Ceoverr'P ge �• a,�atd TC-1 www.drntraffic.com f t Plan Scale OOTT-6a 3"'esoao 1 in = 125.00ft CmHe Legend Work Hours 111 9am to 3pm St. Lucy C Mon-Fri ® one la Dagger C9A Church Budd Ave cone Parking detour for peds(R) M4-9h N Lot g one lane road ahead W20-4 R9-9 119-9 I °s ® road work ahead W20-1 a¢ Sidewalk Closed Ahead,Cross Here R9-11(L)R9-11(L) ® Sidewalk Closed Ahead,Cross Here R9-11(lk)R9-11(R) W20-1 I I I ( W3-4 W3.4 i x Joint Trench W20-4 100' I I I I C9A 100' 100' 100' W3-4 I I I ! SIDEWALK I I I I CLOSED Rg_g W3-4 C9A W20-4 W20-1 I I I I + 000 I El Caminito Ave CA + I d I (25MPH ) Kennedy Ave I Dt MUCCIoCED AHEAD �_ � CR09S NERE - R9-11(L) I 100' 100' C9A W20-1 I I I I 100' W3-4 I I I 100' I I I ( W20-4 0 Winchester Blvd W20-1 D & M Traffic Services Inc. 845 Reed St, Santa Clara, Ca. 95050 4o8-436-1127 TC-2 www.dmtraffic.com c i Plan Scale J i _ 1 in =70.00ft Legend Work Hours Arrowboard(Single) 9am to 3pm Z Cone Mon-Fri right lane dosed ahead W20-5 road narrows W4-2 road work ahead W20-1 share the road Joint Trench St. Lucy Church Sunnyside Ave Kennedy Ave Parking Lot W20-1 Winchester Blvd (30 MPH ) W20 imin _ _ _ _ _ - - - - - - - Now - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — _. — — — A .'rr b— — — k— --A — — — — — — — OW ar - zso zeo -so•o =-► . . .: . , tao.o tt Winchester Blvd ( 30MPH ) =t1-1 W20-1 W20-5 W4-2 6-1 ombo • W20-1 W20-1 Calalpa Ln El Caminito Ave Budd Ave t D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 408-436-1127 TC-3 www.dmtraffic@yahoo.com D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 408-436-1127 f ti Contractors In orma on Requested By, Company: Kier & Wright Civil Eng. Name: Anthony Vera ' 'i Address: 3350 Scott Blvd Bldg 22 Direct Line: 408-727-6665 City: Santa Clara Cell Phone: N/A - State & Zip 95054 Ca Email: avera@kierwright.com Phone: 408-727-6665 P0: N/A Job: Project I�nforrn�atron � v � Plan & Revis� on `Dates� w Name: Winchester Blvd Project Plan Date: 4-25-16 Location: Winchester Blvd & El Caminito Ave Rev Date: N/A L'0j1�r T ��15 C Ca.C . Rev Date: N/A act S� C32� Description:Lane Clos ure on Winchester fate License Board C C31 & Not including TRAFFIC Blvd & Flagging on El Caminito Ave Total Plan Pages. TC-1 & TC-2 Cover Page 1. Traffic control plan has been prepared by a qualified traffic control professional and is Plans Prepared by: CYNTHIA DARNELL - cynthiadmtraffic@yahoo.com in compliance with "California Manual on Uniform Traffic Control Devices," 2. Advanced warning signs. The permittee shall place temporary,advance warning signs to alert motorists to construction work ahead whenever trucks or construction equipment are 7.Advanced notification. The permittee shall provide to all property owners whose access will be entering or leaving the construction site or when equipment is within the road right of obstructed a 2 week notification prior to start of construction. In addition, affected property owners way will be notified 48 hours prior to start of construction operations. The notification shall include the date(s) of construction along the frontage that will obstruct a property owner's access. 3. Sign size. The advance notification signs shall be of sufficient size to accommodate the. 8. Property access. The permittee shall reasonably accommodate a property owner's message. Sign and channelizing devices must be retro reflective or illuminated for the night.' requests to cross the work zone to enter or leave their property. In no case shall the Minimum visibility 1000' permittee block an owner's access for more than 30 minutes. 4:. Flagging. Traffic shall be under flagging control when any construction operation is 9. Pedestrians. The permittee shall provide safe pedestrian access through the project site at occurring in the roadway. all times. Only one sidewalk will be closed at a time. Pedestrians& disabled access to be maintained per3P4'ZCa MUTCD Standard: 5.. Traffic non-working hours. All traffic lanes shall be open to the public during nonworking hours. 10. Parking. The permittee shall provide a 72 hour advanced notice signage to be posted notifying "No=Public Parking During Construction Hours" 6. Emergency access. The permittee shall provide emergency access to the job site and to 11. Any changes to the traffic control plans will need to be approved by the TQWTr � any adjacent private property at all times. Engineering Inspector. w.ww.dmtraffic@yahoo.com Plan Scale 1:in = 70.00ft Legend Work Hours 10 road k ahead r work z0-1 Z W gam t0 3pm _ right lane closed ahead W20-5 Mon-Fri ® ® road narrows W4-2 cone ® Arrowboard(Single) ® share h the road Joint Trench St . Lucy Church . Parking Lot Sunnyside Ave ... Kennedy i. . ! Maintain Access to Winchester Blvd W ? i El Caminito Ave 20 1 at a times 30 MPH I W20 1 -_ � � g Winchester Blvd 250' 250' -►I . �60.0 ft o 180.0 ft ,. b l !'' TOP • 30 MPH.):.. i W20-1 W20 5 W4-2 {' m t111-1 �. R 4 1fi 1 mbo I 1 I W20-1 ' Cala.lpa Ln EI Caminito Ave Budd Ave Jd� S60 14 S � i LA VA . � � � is d.,2��'- '1\! V• W ' D &.M Traffic Services lne. 845 Reed St. Santa Clara, Ca 95050 408-436-1127 TC-1 v � 1 www.dmtraffic@yahoo.com Plan Scale N)TT-62i < —� 3H3H SSOtl° 1 in = 125.00ft I Ilal I 'IV HV °3S°"",""3°'S Work Hours Y: Mon-Fri __gig I I I I I I I I I I 9am to 3 m Legend St. Luc t P ® road work ahead W20-.1 � �� Church one lane road ahead W20-4 Parking e Budd Ave P ® california flagger C9A N Lot: g i W3-4 W3-4 0 o Cone $w y Sidewalk Closed Ahead,Cross Here R9-11(R)R9-11(R) a< ® detour for peds(R) M4-9b 100' R9-9 R9-9 W 20-1 !f Sidewalk Closed Ahead,Cross Here R9-11(L)R9-11(L) + s Joint Trench J10 ' I I I I I W20-4 i 100' I I C9AAL 1 I 100' 100' 100' W3-4 ,� I I I I SIDEWALK • - CLOSED R9-9 W3=4 C9A W20-4 W20-1 a ®�A1►0d4 , 6A `�.� � EI Caminito Ave (25 MPH ) Kennedy Ave = ® I W SIDEWALKCLOSED AHEAD OSS HERE R9- (L) I �100' I 10 1 C9A W20-1 I 1 W3-4 } i I I 100' ,. 51 Winchester Blvd W20=1 D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 4o8-436-112.7 TC-2 mtra i h www.d ff'c@ya oo c c Services Inc. 8 Reed St. Santa Clara, Ca. 95050 4o8-436-1127 ) & M Traff�' 45 Re uested B zContractor Information q Y a _ C ompany: Kier & Wright Civil Eng. Name: Anthony Vera Address: 3350 Scott Blvd Bldg 22 Direct Line: 408-727-6665 City: Santa Clara Cell Phone: N/A x ' 1\ t State & Zip 95054 Ca Email avers@kierwrigh com Phone: 408-727-6665 PO: N/A Job: 121 � y Pro jtlf t R ii , �E �. :c n orma ion Plan &- , ev s on 'Dates R ANN Name: Winchester Blvd Pro Plan Date: 4-25-16 ject a Location: Winchester Blvd & El Caminito Ave -Rev Date: N/A �o Rev Date: bell, Ca. N/A Camp trait , °rs jSta 1 gt C32, Description:Lane Closeure on Winchester �e License Board C C3 Not mcludmg TRAFFIC - Blvd & Flagging on El Caminito Ave Total Plan Pages:TC-1 & TC-2 cover Page 1, Traffic control plan has been prepared by a qualified traffic control professional and is Plans Prepared by: CYNTHU DARNELL - cynthiadmtraffie@yahooecom in compliance with "California Manual on Uniform Traffic Control Devices, 2. Advanced warning signs. The permittee shall place temporary advance warning signs to alert motorists to construction work ahead whenever trucks or construction equipment are 7.Advanced notification. The permittee shall provide to all property owners whose access will be _. entering or leaving the construction site or when equipment is within the road right of obstructed a 2 week notification prior to start of construction. In addition, affected property owners p P Y 9 will be notified 48 hours prior to start of construction operations. The notification shall include the way. . date(s) of construction along the frontage that will obstruct a property owner's access: 3. Sign size: The advance notification signs shall be of sufficient size to accommodate the g 8 Property access The permittee shall reasonablyaccommodate'aproperty owner's ' message. Sign and channelizing devices must be retro reflective or illuminated for the night. requests to cross the work zone to enter or leave their property. In no case shall the Minimum visibility 1000' permittee block.an owners access for more than 30 minutes. 4. Fla in . Traffic shall be under flagging control when any construction operation is,: 9.. Pedestrians. The permittee shall provide safe pedestrian access through the project site at gg 9 _ a t Ped estrians s ale access occurring in the roadway. - - all times Only one sidewalk will be closed at time. P strian is acce o e maintained per 2012 Ca MUTCD Standard 5. Traffic non-working hours. All traffic lanes shall be open to the public during nonworking 10: Parking. The permittee shall provide:a 72 hour,advanced notice:signage to be posted hours: notifying "No Public Parking During Constructio n Hours" 6. Emergency access. The permittee shall :provide emergency access to the job site and to Any changes control plan will to a approv d by the'.Town E ring Inspector. 11. to the traffic eon s 'll need b e Tow any adjacent private property at all times.. Engine ng Plan Scale www.dmtraffic@yahoo.com I I I I I 1 in = 70.00ft Legend Work Hours _ road work ahead W20-1 gam to 3 �_ right lane closed ahead W20-5 Mon-Fri Z ® road narrows W4-2 cone Arrowboard(Single) share the road ®Joint Trench St. Lucy Church Sunnyside Ave Kennedy Ave Parking Lot p I` pie !i ii l Maintain Access to 1 W20-1 [I El Caminito Ave ' � Winchester Blvd 1 ,E at all times i ( 30 MPH ) _�. h - W20-1 d a — e ._.e_.__..a____—__.---.�._.__ �.�� roa Winchester Blvd . a bi • j ( 30 MPH ) W11-1 f i W20-1 W20-5 W4-2 omboi I9 t i .W20-1 W20-1 Calalpa Ln El Caminito Ave Budd Ave r D & M Traffic Ser"ice�s Inc. 845 Reed St. Santa Clara, Ca. 95050 408-436-1127 TC-1 www.dmtraffic@yahoo.com Plan Scale (d)IT-62i m 1 in = 125.00ft - - �(� 0 Work Hours Legend p gam to 3 m roadwork ahead W20-1 St. Luc � � �Q Q Mon-Fri Church i Budd Ave ® one lane road ahead W20-4 Parking ® ® California flagger C9A g �' � N Lot ® W3-4 W3-4 i t Cone o W Sidewalk Closed Ahead,Cross Here R9-11(R)R9-11(R) detour for peds(R) M4-9b 100 W20-1 �� GP R9-9 R9-9 I I I I Sidewalk Closed Ahead,Cross Here R9-11(L)R9-11(L) A100' ' I I I I Joint Trench W 20-4 100' I I C9A ' S gi 100' 100' 100' W 3-4 I I I I I CLOSED I I I tR9-9 T • - - W3-4 C9A W20-4 W20-1 lll�lll rn j + I d I El Caminito Ave (25MPH ) , 1II11I11111 1 Kennedy Ave : . I SIDEWALK CLOSED AHEAD R- - CROSS HERE R9-11(L) 100' 100 , I C9A W20-1 I I I I 100' W3-4 100, I I I I W20-4 * p Winchester Blvd 4 7 r ft D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 408-436-112'7 TC-2 www.dmtraffic@yahoo.com D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 408-436-1127 Contractor Information Requested By 9 q y I Company: Kier & Wright Civil Eng. Name: Anthony Vera } tr{ 4 '' Address: 3350 Scott Blvd.Bldg 22 Direct Line: 408-727-6665 City: Santa Clara Cell Phone: "N/A State & Zip 95054 Ca Email: avera@kierwright.com p @ 9 Phone: 408-727-6665 P0: N/A Job: n . e. .. Project Information a Plan &a Revision .Dates Name: Winchester Blvd Project Plan Date: 4 -25-16 4 ' Location: Winchester Blvd & El Caminito Ave Rev Date: N/A Co ' `15 Campbell, Ca. Rev Date: N/A n�rao_ _ � Coro °rs S Description:Lane Closeure on Winchester ate License Board C 01- e TRAFFIC Blvd & Flagging on El Caminito Ave Total Plan Pages:TC-1 & TC-2 Not including g9 9 g Cover Page 1. Traffic control plan has been prepared by a qualified traffic control professional and is Plans Prepared by: CYNTHIA DARNELL - cynthiadmtraffic@yahoo.com in compliance with "California Manual on Uniform Traffic Control Devices, 2. Advanced warning signs. The permittee shall.place temporary.advance warning signs to alert motorists to construction work ahead whenever trucks or construction equipment_ are 7.Advanced notification. The permittee shall provide to all property owners whose access will be entering or leaving the construction site or when equipment is within the road right of obstructed a 2 week notification prior to start of construction. in addition, affected property owners- will be notified 48 hours prior to start of construction operations. The notification shall include the way' dates) of construction along the frontage that will.obstruct a property owner's access. 3. Sign size. The advance notification signs shall be of sufficient size to accommodate the 8. Property access: The permittee shall reasonably'accommodate a property:owner's message. Sign and channelizing devices must be retro reflective or illuminated for the night. requests to cross the work zone to enter or leave their property: In no case shall the Minimum visibility 1000' permittee block,an owner's access:for more than 30 minutes. 4. Flagging. Traffic shall be under flagging control when any construction operation is 9. Pedestrians. The permittee shall provide safe pedestrian access through the project site at occurring in the roadway. all times. Only one sidewalk will be closed at a time. Pedestrians & disabled access to be maintained per 2012 Ca MUTCD Standard. 5. Traffic:non-working hours. All traffic lanes shall be open to the public during nonworking 10.:Parking. :The permittee shall provide a 72 hour.advanced notice signage:to be posted hours: notifying "No:Public Parking During Construction Hours" 6. Emergency access.,The permittee shall provide emergency access to the job site and to 11. Any changes to the traffic control plans will need to be approved by the Town any adjacent private property at all times. Engineering Inspector. www.dmtraffic@yahoo.com Plan Scale 1 in = 70.00ft Legend Work Hours 0 roadwork ahead W20-1 Z 9am to 3pm Mon-Fri ® right lane closed ahead W20-5 road narrows W4-2 a cone ® Arrowboard(Single) q& share the road Joint Trench St. Lucy Church Sunnyside Ave Kennedy Ave Parking Lot Maintain Access to Winchester Blvd W20-1 3 ? El Caminito Ave 30 MPH at all times ( - ,...m.,...,,_.e..._.—,. _..... _ ....._..--., F:�-r— —A _.n.A..m...�,.„,�.-._...,_�.—^-_-..w,.�._,,.m,,....,......e,..._..�,- - �-60.0 ft—► 1 ao.o ft —+ III TOP 111�1 �I I Winchester Blvd 250' 250' 1 ( 30MPH ) y W20-'1 W20-5. W4-2 i & 1. i } F i i W20-1 W20-1 1. Calalpa Ln EI Caminito Ave Budd Ave. D & M Traffic Services Inc. 845 Reed St. Santa Clara, Ca. 95050 4o8-436-1127 Tc-1 www.dmtraffic@yahoo.com Plan Scale (d)TT-6d 3H3HSSOM3 1 in = 125.00ft Dt— a - I I I 03SOl7NltlM301S Work Hours _,. 11111I I111111 _ ���� 9am to 3pm Legend St. Lucy Mon-Fri ® road work ahead W20-1 - � �� �Q � Church Budd Ave ® one lane road ahead W20-4 Parking ® california flagger C9A N Lot g f ® W3-4 W3-4 w Cone t I I10 _ Sidewalk Closed Ahead,Cross Here R9-11(R)R9-11(R) J ® detour for peds:(R) M4-91b m 100' I I I I o W20-1 y R9-9 R9-9 I Sidewalk Closed Ahead,Cross Here R9-11(L)R9-11(L) Joint Trench W 20-4 100 i C9A ' 1 a 100' 100' 100' W3-4 SIDEWALK • ¢ CLOSED I I I I t R9-9 W3-4 C9A W20-4 W20-1 A I I I AA AAIAAAA rn i I �I I El Caminito Ave (25 MPH ) �-� 11111111111 1 t` Kennedy Ave ® I S SIDEWALK CLOSED a -HEAD ASS HERE ' R9-11(L) i I 100' 100' C9A W20-1 I I I I 100' W3-4 I I 100 I I I I W20-4 j Winchester Blvd W20-1 tiT tn ' 'yft -. D & M Traffic. Services Inc. 845 Reed St. Santa Clara, Ca.- 95050 4o8-436-1127 TC-2 s PROJECT INFORMATION ENGINEERED BRYAN WARDEN PRODUCT 559-840-68994 MANAGER: BRYAN.WARDEN@ADS-PIPE.COM SERGEIBADEKA ADS SALES REP: 516-5783 SEE LLLLL �� SERGELBADEKA@ADS-PI PE.COM PROJECT NO: 1191460 ADVANCED DRAINAGE SYSTEMS, INC. 2295 S . WINCHESTER BLVD . CAMPBELL, CALIFORNIA ADS RETENTION/DETENTION PIPE SYSTEM SPECIFICATION NOTES: SCOPE 1) ALL ELEVATIONS,DIMENSIONS AND LOCATIONS OF RISERS,INLETS AND OUTLETS,SHALL BE VERIFIED BY THE ENGINEER PRIOR TO RELEASING FOR FABRICATION. THIS SPECIFICATION DESCRIBES ADS RETENTION/DETENTION PIPE SYSTEMS FOR USE IN NON-PRESSURE GRAVITY-FLOW STORM WATER COLLECTION SYSTEMS UTILIZING A CONTINUOUS OUTFALL STRUCTURE. 2) IN SITUATIONS WHERE A FINE-GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE PIPE REQUIREMENTS SYSTEM,AND ESPECIALLY INVOLVING GROUND WATER CONDITIONS,CONSIDERATION SHOULD BE GIVEN TO THE USE OF GASKETED PIPE JOINTS.AT THE VERY LEAST THE PIPE JOINTS SHOULD ADS RETENTION/DETENTION SYSTEMS MAY UTILIZE ANY OF THE VARIOUS PIPE PRODUCTS BELOW: BE WRAPPED IN A SUITABLE,NON-WOVEN GEOTEXTILE FABRIC TO PREVENT INFILTRATION OF • N-120 STIB PIPE(PER AASHTO)SHALL MEET AASHTO M 294,TYPE S OR ASTM F2306 FINES INTO THE PIPE SYSTEM. • N-12®STIB PIPE(PER ASTM F2648)SHALL MEET ASTM F2648 • N-120 MEGA GREEN'""STIB SHALL MEET ASTM F2648 3) CONSIDERATION FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN INTO ACCOUNT. ALL PRODUCTS SHALL HAVE A SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS.ALL STIB PIPE PRODUCTS ARE AVAILABLE AS PERFORATED OR NON-PERFORATED.WTIB PIPE PRODUCTS ARE ONLY AVAILABLE AS NON-PERFORATED.PRODUCT-SPECIFIC PIPE SPECIFICATIONS ARE, 4) ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES. AVAILABLE IN THE DRAINAGE HANDBOOK SECTION 1"SPECIFICATIONS". JOINT PERFORMANCE 5) ALL RISERS TO BE FIELD EXTENDED OR TRIMMED TO FINAL GRADE. PLAIN END/SOIL-TIGHT(STIB): STIB PIPE SHALL BE JOINED USING A BELL AND SPIGOT JOINT.THE BELL AND SPIGOT JOINT SHALL MEET THE SOIL-TIGHT REQUIREMENTS OF ASTM F2306 THE UNDERSIGNED HERBY APPROVES THE ATTACHED PAGES. AND GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477. PLAIN END PIPE AND FITTINGS CONNECTIONS SHALL BE JOINED WITH COUPLING BANDS COVERING AT LEAST TWO FULL CORRUGATIONS ON EACH END OF THE PIPE.GASKETED SOIL-TIGHT COUPLING BAND CONNECTIONS SHALL INCORPORATE A CLOSED-CELL SYNTHETIC EXPANDED RUBBER GASKET MEETING THE REQUIREMENTS OF ASTM D1056 GRADE 2A2.GASKETS,WHEN APPLICABLE,SHALL BE INSTALLED BY THE PIPE MANUFACTURER. CUSTOMER DATE FITTINGS FITTINGS SHALL CONFORM TO ASTM F2306 AND MEET JOINT PERFORMANCE INDICATED ABOVE FOR FITTINGS CONNECTIONS.CUSTOM FITTINGS ARE AVAILABLE AND MAY REQUIRE SPECIAL INSTALLATION CRITERION. INSTALLATION INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 AND ADS RECOMMENDED INSTALLATION GUIDELINES,WITH THE EXCEPTION THAT MINIMUM COVER IN NON-TRAFFIC AREAS FOR 12-60 INCH(300-1500 mm)DIAMETERS SHALL BE 1 FT(0.3 m).MINIMUM COVER IN TRAFFICKED AREAS FOR 12-36 INCH (300-900 mm)DIAMETERS SHALL BE 1 FT(0.3 m)AND FOR 42-60 INCH(1050-1500 mm)DIAMETERS,THE MINIMUM COVER SHALL BE 2 FT(0.6 m).BACKFILL SHALL CONSIST OF CLASS I(COMPACTED)OR CLASS II(MINIMUM 95%SPD)MATERIAL,WITH THE EXCEPTION THAT 60 INCH(1500 mm)SYSTEMS SHALL USE CLASS I MATERIAL ONLY.MINIMUM COVER HEIGHTS DO NOT ACCOUNT FOR PIPE BUOYANCY.REFER TO ADS TECHNICAL NOTE 5.05"PIPE FLOTATION'FOR BUOYANCY DESIGN CONSIDERATIONS.MAXIMUM COVER OVER SYSTEM USING STANDARD BACKFILL IS 8 FT(2.4 m);CONTACT A REPRESENTATIVE WHEN MAXIMUM FILL HEIGHT MAY BE EXCEEDED.ADDITIONAL INSTALLATION REQUIREMENTS ARE PROVIDED IN THE,DRAINAGE HANDBOOK SECTION 6'RETENTION/DETENTION'. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT'INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. 02013 ADS,INC. BILL OF MATERIALS Q F 'THE COMPONENTS AND QUANTITIES LISTED HEREIN ARE NOT INTENDED TO BE A COMPREHENSIVE MATERIAL LIST. � EXTRA COMPONENTS,NOT LISTED HEREIN,MAY BE NECESSARY TO COMPLETE THE CONSTRUCTION OF THE SYSTEM. NOTES J ¢ w ITEM QTY. PART# DESCRIPTION MATERIAL VENDOR NOTE • STUB SIZES AND INVERTS TO BE VERIFIED BY THE SITE DESIGN ENGINEER PRIOR TO FABRICATION. m ¢ ❑ 1 2 4852ANC-1 48"DOUBLE MANIFOLD TEE HDPE ADS SEE DETAIL ADS RISERS ARE FABRICATED 36"(900 mm)FROM TOP OF PIPE TO TOP OF RISER DUE TO SHIPPING o z 2 4 489BAN 48"X 90' MANIFOLD BEND HDPE ADS SEE DETAIL LIMITATIONS.ADDITIONAL PIPE AND COUPLERS CAN BE USED TO EXTEND THE RISERS TO GRADE. H O W u 3 3 STICK-1 48"PIPE STICK: PERF HDPE ADS FIELD CUT cn -� 4 4 STICK-2 48"PIPE STICK: PERF HDPE ADS FIELD CUT = U ❑ v g 5 1 STICK-3 48"PIPE STICK: PERF HDPE ADS SEE DETAIL U p 6 1 STICK-4 48"PIPE STICK: PERF HDPE ADS SEE DETAIL Z III r- 0 °a 7 1 STICK-5 48"PIPE STICK: PERF HDPE ADS SEE DETAIL N m z 8 14 STICK-6 48"PIPE STICK: PERF HDPE ADS SEE DETAIL U5 ¢ `° 1 TBD BY ENGINEER ADS GEOTEXTILE FABRIC AS SPECIFIED ADS AS NEEDED rn v S2 12 4865AA 48"SPLIT COUPLER HDPE ADS NOT SHOWN N Ww 3 ❑ a � W . Z H z w2 o Zwm a n5 UW❑W¢ W N U 0 w a a� z wo Z 0 wF U a� �w U- �g a w� 120.5' w o � as O� 108.5' w�:jz 5w zw w2 o 106.5' W 4 8 7 8 8 8 6 3 5 wa �o o N ZJ O� F wo 2 �a 2 I I w Z w � �U 0- O LLI m w [0 H a. z w co FW- N N 1 1 W 0❑ F N 2 co z oz — — — — — — — — — — 2 Zv F Q 7: w o W O Z Z) p o -m 4 8 g 8 3 Q oo z O J wZ5 N a = m z 18"EXCAVATION `" o LIMITS TYP ADS GEOTEXTILE FABRIC - m o f a� y ww m w < 00 z� zoz o ❑O N_w �K SHEET 2 OF 6 I I I I i I I 1 I M i Wes/ O p zz_ i 0 r 02 1 - W 1 Z p w = � LL I IV I j � `n "H co (o m po 4 N I I' � k I p f cn W � m � _ f i = -n 0 FLI2 p m ! � I w coILI N I m _ 00 p iv p m DOD z � N m REV DWN CKD DESCRIPTION 4640 TRUEMAN BLVD 48"STIB PERF 2295 S. WINCHESTER BLVD. W HILLIARD,OH 43026 a DETENTION O (n ADVANCED DRAINAGE SYSTEM,INC. - - - - CAMPBELL,.CALIFORNIA DATE: 6-2-17 . DRAWN: DAF �,: HDPE N-12 PROJECT#: 191460 CHECKED: AJD THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TOADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE.THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION.IT IS THE ULTIMA RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S)DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS,REGULATIONS,AND PROJECT REQUIREMENTS. - - - I i ,, i FINAL FILL MATERIAL INSTALLATION J FILTER FABRIC NON TRAFFIC INSTAL � > U- o ' (PER PROJECT SPECIFICATIONS) TRAFFIC INSTALLATION � � L CLASS I OR II MATERIAL PER ASTM J Q Q (WHERE REQUIRED BY ENGINEER) 11 11 D2321,LATEST EDITION,COMPACTED IN m Z UNDISTURBED o MAX.8"(203 mm)LOOSE LIFTS TO 95/o 0 W o r y y H H H EARTH MIN.OF MAX.SPD W O Y r Sri: r�' _.,;;;�+ �� ..r...,• (FLEX PVMT) (RIGID PVMT) (GRASS AREA) RISER W W qa = N - = U O rA U z W � C) o m R a UNDISTURBED `D °' z ---� -- - - --+-- - --I--- EARTH C6 U X 0) U �s 04 w O W o n� uu J CLASS I OR 11 MATERIAL N PLACED AND COMPACTED IN BEDDING(CLASS I OR II MATERIAL) W C SUITABLE A Z ACCORDANCE WITH =6"(152 mm)MIN.FOR 48"(1200 mm)PIPE ed ed FOUNDATION z w ASTM D2321 IN PIPE ZONE o Z w 0 zo a ws ow NOMINAL NOMINAL TYPICAL TYPICAL SIDE MIN.H MIN.H PLAN VIEW o DIAMETER O.D. SPACING"C" WALL"X" (NON-TRAFFIC) (TRAFFIC) MAX.H' LOAD BEARING CONCRETE COLLAR 00 48" 54" 78.5" 18" 12" 24" 8' AS SPECIFIED BY DESIGN ENGINEER FRAME&GRATE/SOLID COVER o (1200 mm) (1372 mm) (1994 mm) (457 mm) (305 mm) (610 mm) (2.4 m) (WHERE REQUIRED) (SEE NYLOPLAST DETAIL) F REFER TO CROSS-SECTION w o TRAFFIC INSTALLATION NON-TRAFFIC INSTALLATION FOR COVER HEIGHT DETAILS x -cc 0 - CORRUGATED HDPE RISER(SPECIFY DIAMETER) o 0 5 UNDISTURBED EARTH - -1 I w o � O:a O - --�-- - - 4LATERAL w� Z L + w w Z CLASS I OR II MATERIAL PER - F Id I_ _ 1 o ASTM D2321,LATEST EDITION, - N BEDDING(CLASS I OR II MATERIAL) w a COMPACTED IN MAX.8" =4"(102 mm)MIN.FOR 12-24"(300-600 mm)HDPE PIPE S (203 mm)LOOSE LIFTS TO o w o =6"(152 mm)MIN.FOR 30-60"(750-1500 mm)HDPE PIPE Z 95/o MIN.OF MAX.SPD N of F¢ MAXIMUM FILL HEIGHTS OVER MANIFOLD FITTINGS.CONTACT MANUFACTURER'S REPRESENTATIVE FOR SECTION A-A INSTALLATION CONSIDERATIONS WHEN COVER EXCEEDS 8 FT(2.4 m). w Z W W w Z NOTES: a OW m Z a- 7 N 1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR 11.THE U) H N°a "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL v 0 = o THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE ° APPLICATIONS", LATEST EDITION. ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(102 mm)FOR >F 4"-24"(100-600 mm);6"(152 mm)FOR 30-60"(750-900 mm). fD o a 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED Z v F IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. THE PIPE ZONE EXTENDING NOT LESS THAN 6"(152 mm)ABOVE <_ W CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE w O Z o - 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. w D o o W NATIVE FINES INTO THE BACKFILL MATERIAL,WHEN REQUIRED. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, ~Q z O J w-U, SEE ASTM D2321. LATEST EDITION. = m w Z w c7 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED 8. COVER: MINIMUM COVER OVER ALL RETENTION/DETENTION �a W BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM SYSTEMS IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE o i w THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. AREAS)IS 12"(305 mm)FROM TOP OF PIPE TO GROUND SURFACE. W w ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. w F 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE.THE FOR TRAFFIC APPLICATIONS,MINIMUM COVER IS 12"(305 mm)UP TO o CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE 36"(900 mm)DIAMETER PIPE AND 24"(610 mm)OF COVER FOR 42-60" ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED (1050-1500 mm)DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO N BY THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. z 00 THE DESIGN ENGINEER,THE TRENCH BOTTOM MAY BE STABILIZED MAXIMUM FILL HEIGHT LIMITED TO 8 FT(2.4 m)OVER FITTINGS FOR •LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED USING A GEOTEXTILE MATERIAL. STANDARD INSTALLATIONS.CONTACT A SALES REPRESENTATIVE IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED WHEN MAXIMUM FILL HEIGHTS EXCEED 8 FT(2.4 m)FOR TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. SHEET INSTALLATION CONSIDERATIONS. OF k PROJECT INFORMATION ENGINEERED BRYAN WARDEN PRODUCT 559-840-68994 MANAGER: BRYAN.WARDEN@ADS-PIPE.COM SERGEIBADEKA ADS SALES REP: 516-5783 LL LL SER SERGELBADEKA@ADS-PIPE.COM PROJECT NO: 191460 ADVANCED DRAINAGE SYSTEMS, INC. 2295 S . WINCHESTER BLVD . CAMPBELL, CALIFORNIA ADS RETENTION/DETENTION PIPE SYSTEM SPECIFICATION NOTES: SCOPE 1) ALL ELEVATIONS,DIMENSIONS AND LOCATIONS OF RISERS,INLETS AND OUTLETS,SHALL BE VERIFIED BY THE ENGINEER PRIOR TO RELEASING FOR FABRICATION. THIS SPECIFICATION DESCRIBES ADS RETENTION/DETENTION PIPE SYSTEMS FOR USE IN NON-PRESSURE GRAVITY-FLOW STORM WATER COLLECTION SYSTEMS UTILIZING A CONTINUOUS OUTFALL STRUCTURE. 2) IN SITUATIONS WHERE AFINE-GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE SYSTEM,AND ESPECIALLY INVOLVING GROUND WATER CONDITIONS,CONSIDERATION SHOULD PIPE REQUIREMENTS THE PIPE JINTS ADS RETENTION/DETENTION SYSTEMS MAY UTILIZE ANY OF THE VARIOUS PIPE PRODUCTS BELOW: BE WRAPPED IN A SUE ABLE,NON-WOVEN GEOTEXTILE FABRIC TO PREVENT INFILTRATION OF SHOULD • N-12®STIB PIPE(PER AASHTO)SHALL MEET AASHTO M 294,TYPE S OR ASTM F2306 FINES INTO THE PIPE SYSTEM. • N-12®STIB PIPE(PER ASTM F2648)SHALL MEET ASTM F2648 • N-12®MEGA GREEN"'' STIB SHALL MEET ASTM F2648 3) CONSIDERATION FOR CONSTRUCTION EQUIPMENT LOADS MUST BETAKEN INTO ACCOUNT. ALL PRODUCTS SHALL HAVE A SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS.ALL STIB PIPE PRODUCTS ARE AVAILABLE AS PERFORATED OR NON-PERFORATED.WTIB PIPE PRODUCTS ARE ONLY AVAILABLE AS NON-PERFORATED.PRODUCT-SPECIFIC PIPE SPECIFICATIONS ARE, 4) ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES. AVAILABLE IN THE DRAINAGE HANDBOOK SECTION 1"SPECIFICATIONS". 5) ALL RISERS TO BE FIELD EXTENDED OR TRIMMED TO FINAL GRADE. JOINT PERFORMANCE PLAIN END/SOIL-TIGHT(STIB): STIB PIPE SHALL BE JOINED USING A BELL AND SPIGOT JOINT.THE BELL AND SPIGOT JOINT SHALL MEET THE SOIL-TIGHT REQUIREMENTS OF ASTM F2306 THE UNDERSIGNED HERBY APPROVES THE ATTACHED PAGES. AND GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477. PLAIN END PIPE AND FITTINGS CONNECTIONS SHALL BE JOINED WITH COUPLING BANDS COVERING AT LEAST TWO FULL CORRUGATIONS ON EACH END OF THE PIPE.GASKETED SOIL-TIGHT COUPLING BAND CONNECTIONS SHALL INCORPORATE A CLOSED-CELL SYNTHETIC EXPANDED RUBBER GASKET CUSTOMER DATE MEETING THE REQUIREMENTS OF ASTM D1056 GRADE 2A2.GASKETS,WHEN APPLICABLE,SHALL BE INSTALLED BY THE PIPE MANUFACTURER. FITTINGS FITTINGS SHALL CONFORM TO ASTM F2306 AND MEET JOINT PERFORMANCE INDICATED ABOVE FOR FITTINGS CONNECTIONS.CUSTOM FITTINGS ARE AVAILABLE AND MAY REQUIRE SPECIAL INSTALLATION CRITERION. INSTALLATION INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 AND ADS RECOMMENDED INSTALLATION GUIDELINES,WITH THE EXCEPTION THAT MINIMUM COVER IN NON-TRAFFIC AREAS FOR 12-60 INCH(300-1500 mm)DIAMETERS SHALL BE 1 FT(0.3 m).MINIMUM COVER IN TRAFFICKED AREAS FOR 12-36 INCH (300-900 mm)DIAMETERS SHALL BE 1 FT(0.3 m)AND FOR 42-60 INCH(1050-1500 mm)DIAMETERS,THE MINIMUM COVER SHALL BE 2 FT(0.6 m).BACKFILL SHALL CONSIST OF CLASS I(COMPACTED)OR CLASS II(MINIMUM 95%SPD)MATERIAL,WITH THE EXCEPTION THAT 60 INCH(1500 mm)SYSTEMS SHALL USE CLASS I MATERIAL ONLY.MINIMUM COVER HEIGHTS DO NOT ACCOUNT FOR PIPE BUOYANCY.REFER TOADS TECHNICAL NOTE 5.05"PIPE FLOTATION"FOR BUOYANCY DESIGN CONSIDERATIONS.MAXIMUM COVER OVER SYSTEM USING STANDARD BACKFILL IS 8 FT(2.4 m);CONTACT A REPRESENTATIVE WHEN MAXIMUM FILL HEIGHT MAY BE EXCEEDED.ADDITIONAL INSTALLATION REQUIREMENTS ARE PROVIDED IN THE,DRAINAGE HANDBOOK SECTION 6"RETENTION/DETENTION". ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT'INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. 02013 ADS,INC. I t BILL OF MATERIALS *THE COMPONENTS AND QUANTITIES LISTED HEREIN ARE NOT INTENDED TO BE A COMPREHENSIVE MATERIAL LIST. EXTRA COMPONENTS,NOT LISTED HEREIN,MAY BE NECESSARY TO COMPLETE THE CONSTRUCTION OF THE SYSTEM., NOTES J ITEM QTY. PART# DESCRIPTION MATERIAL VENDOR NOTE . STUB SIZES AND INVERTS TO BE VERIFIED BY THE SITE DESIGN'ENGINEER PRIOR TO FABRICATION. coz Q F 1 2 4852ANC-1 48"DOUBLE MANIFOLD TEE HDPE ADS SEE DETAIL • ADS RISERS ARE FABRICATED 36"(900 mm)FROM TOP OF PIPE TO TOP OF RISER DUE TO SHIPPING W IX p z 2 4 4898AN 48"X 90' MANIFOLD BEND HDPE ADS SEE DETAIL LIMITATIONS.ADDITIONAL PIPE AND COUPLERS CAN BE USED TO EXTEND THE RISERS TO GRADE. O Y 5 3 3 STICK-1 48"PIPE STICK: PERF HDPE ADS FIELD CUT J ui 4 4 STICK-2 48"PIPE STICK: PERF HDPE ADS FIELD CUT = v 5 1 STICK-3 48"PIPE STICK: PERF HDPE ADS SEE DETAIL U ° J � 6 1 STICK-4 48"PIPE STICK: PERF HDPE ADS SEE DETAIL Z m r 7 1 STICK-5 48"PIPE STICK: PERF HDPE ADS SEE DETAIL a- N ;3; z 8 14 STICK-6 48"PIPE STICK: PERF HDPE ADS SEE DETAIL Q r 1 TBD BY ENGINEER ADS GEOTEXT.ILE FABRIC AS SPECIFIED ADS AS NEEDED Ln U 12 ' 4865AA 48"SPLIT COUPLER HDPE ADS NOT SHOWN C*4 w L 3 N ¢o a ° w . Z w� O zw t WD a LY WlW w W NU �K �a 0 FQ P z w w0 m z Y w U ¢W U K a �w ' =Q 120.5' o o� w 108.5' w a z zw wg 106.5' o w o Wo 4 8 7 8 8 8 6 3 5 wa ON NZ J 0 ¢F � wo 2 9; 2 I I LL Z WW LL Lu U d O Ill a zwoo N N co W = F o0 1 m 0 p o cq co ¢ mo c�i zW Ow Z F� w W Zo O z z O 4 8 w g 8 3 oQ am w< (0 mW 18"EXCAVATION owo z LIMITS TYP ADS GEOTEXTILE FABRIC ® w m ti p w zW w m Q0 0 QZ9 J U SQ Z o O as < N_w SHEET 2 OF 6 � J S GENERAL NOTES a Yw �� � ¢ 11 I I I I 1. 7HEGE PLANS WERE PREPARED UTILIZING PLANS&ELECTRONIC FILES - RECEIVED FROM - DATED RECEIVED 2. PUNS AND OTHER SPECIFICATIONS SHALL BE CONSIDERED TO I •NP IN COUPLE E TA lYl TO EAACH OAT1IP SHOWN SHOW ON THEW S PLAN /� ]�� �d n�_ Y y - -y ' ".• > _ BOTH.1BE F OOF UNEANg6 ARE FOUND,NOTIFY R MENTIONED N!SHNE ED IN JOINT TRENCH IMPR O V�'MENT l l.JA r PRIOR TO CO4MFNgNG WURICME Cs 3. N THE EVENT OF ANY DISAGREEMENTS DR DISPUTES OVER THE - ►/INCHES TER 14IIA'ED �USE �� �^ •�• ! ,�. +T*� r ` ` �: INSTALLATION.DES OR PLANS THE REQUIREMENTS AND ® E SHALL TAKE PRECEDENCE. THE COVEQINC AGENCY OR 71ff1R INSPECTORS ^^ - SHALL TAKE PRECEDENCE ( _� 3T+A••V� Vxs ��' a a ��� �� 3 RETAIL 16 RESIDENTIAL v 3 4. THE CONTRACTOR SHALL PERFORM ALL TRENCHING,EXCAVATION, / - THEP DUNG,AND ALL OTHER T& AS SHOWN OR NOTED ON ,L THE PUNS AND BID DOWNENTS /'`� .� �+ry ROME 5. THE TRENCH AND CONDUIT LAYOUTS ARE SHOWN SCHEMATICALLY, ® \ / Lf WINCHESTER BLVD. PARTNERS, LI,�'/� /1 Vv y THE CONMIT.ETC I SHALL INSTALL ALL UTILITY VAULTS PADS. (�OJ 1 q• 1� -t - '� y SUBSTRUCTURE D(CAVAIIpN q�6RN¶9dl Os YFl1Tx SUPPLIERS.vERffY ALL G Z^ �,. +i �-'�� .�,�'"-yyq� � f. `� �j �a^� �cl',' v0`� I I I I I I 6. ARE ONLY AN ESTIMATE fi:r* OF WHAT WILLEACTUALLY BE NEEDE SHOWN ON THESE D TO SCOMPLETE THE JOINT TRENCH L A '� ? CONSTRUCTION FINAL QUANTITIES MAY VARY ACCORDING TO ADDITIONS, CAlifPBELL � RNIA® ® TO CHANGES,OMISSIONS OR DELETIONS FROM THE ORIGINAL PLANS - �� p � . gR® O 7. ALL JOINT TRENCH HE CURRENT MARK SHALL BE W CONSTRUCTION&LABOR SUMMARY ACCORDANCE WITH THE CURRENT STANDARD PRACTICES AND SPECIFICATIONS OF EACH PARTdPATED UTILITY COMPANY AND pe ®o"� 1� ¢¢w ppulcy nc Aogc ro Rlsaam ar nE COIW.tlut ND W1 Uu1tt mlpwY. CONFORM TO THE q)RRENS ADOPTED EDITIONS OF THE STANDARDtwo PLANS AND SPECIFICATIONS OF THE CITY OR(XXWTY INVOLVED. , _ 8. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONSTRUCTION ®11 �lWY9. u V"w' � vo SAFETY STANDARDS OF THE DMSDN OF INDUSTRIAL SAFETY OF THE IPR�r Ao1NFTRENCH RESroNSIMITY STREEFUGHTRESPOMLOMm STATE OF CALIFORNIA AND WYK O.SH.A REQUIREMENTS ®� ({®'A♦� c [ T c o 9. ALL QUARK IS SUBJECT TO THE INSPECTION MID SATISFACTION OF }• L+1d b sWl Tm,A EACH PARTICIPATING UTILITY AND CITY OR COUNTY INSPECTORS Ewa a��Tl�m THE CONTRACTOR SHALL PROVIDE AT LEAST 2 WORKING DAY NOTICE oR cclo�etioil... 0 0 0 �ma'Iei,P. d m1W TTJ. z l l l l l l l FOR THE INSPECTIONS 10. NINE PARTIpPATNG UTIIITV'COMPANIES,SglS ENGINEER,ANO/OR - T-- CITY/COUNTY SHALL APPROVE THE BAgOTLL NAIFRIAL PRKKR TO pp�T�p� .. CONSTRUCTION.THE CONTRACTOR SHALL CONSULT LOCAL AGENCIES ._-1. .__—.--_.= -_-___-_ _ -___.__-_ _,L_.__ -L7__.�/ L/ py7-�µLA' . .. . o O O O O O O MISTIME FOR COMPACTION METHODS _ --_ _- I OTxOac mHalrt - T.4.. ❑o �� 11. THE CONTRACTOR SHALL OBTAIN ALL APPLJCABLE.PEFWTS I I } I ::; 0 a 0 0 0 �grRTN1• o o ♦_� �'+ - PRIOR TO COMMENCING THE WOO(. I I I �L _Ati .. .. D 0 EL CAMINITO AVENUE I =, A; — GI a a GI tl 0 12. IT IS THE CONTRACTORS RESPONSIBILITY 1D HAVE ALL INSTALLATIONS I d^' W�BTNi:; .. 0 a 0 0 0 Pals f--bb•--f-�.� I-_---- - -- I a5 A8TAl1. O 0 ,11' U I J INSPECTED PRIOR TO ANY BACKAWNG.BACKFlWNG SHALL NOT BE ---�--b>:•-•��-- '" JI 'cam, ,a, 0 0 0 o O �W p Y PERMITTED UNLESS FIT NSPECTOt IS PRESENT OR PRIOR CONSENT o 0 0 0 0 �R�.. o❑ KS'•0X HAS BEEN RECEIVED FROM 1HE INSPECTOR. % _- -_---- —`_ _.,•I I SU.. . .. . .. 0 0 0 0 0 wrLY- 13. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE '•+L'' '• '' ' 0 0 L�CONSTRUCTION WITH ALL PARTICIPATING UTILITY AGENCIES AND GIVE w-: / _w — w- I I IY 0 00 0 0 O srvLYTr• 0 0 ' m s Tw ." w _ AT LEAST 2 WORKING DAYS NOTICE FOR INSTALLATION OF FACILITIES. ----------- 14. THE BOTTOM OF ALL TRENCHES SHALL BE CLEARED OF ROCKS AND LJ DIM HARD SURFACE MATERIAL A SAND BEDDING OF AT LEAST 4' (FOUR INCHES)SHALL BE PRONDED ON WHICH THE UTIUTES WELL BE NIL-___---____�• _. _ _____ ..\y.' III ❑0 0 0 PLACED. P .(NAY NOT REWIRED IN NAIVE SAND AREAS) PER a GEVf1D TO SUPPLY Am Ll I-M THE GAS _ ``\ I GTY(MOAT COYPETRNE �ti I AHED ELECIFpC SYSTEM lN0(A 11� 15. THE LOCATION OF EXISTING UNOEROtOUNO UITIlTES ARE SHOWN W I I "11 YJA6 / ! I o¢TML. a❑o❑g DmoeNo PRON6XIN5 OF EHE cPuc FAAfS. THEIR APPROXIMATE LDGTONS BASED UPON RECORD WF ATIIN \ u PROVIDED TO SUNSHINE DESON AT THE TIME OF PUN PREPARATION. I '/ - THEIR LOCATIONS HAVE NDT BEEN FIELD VERIFIED AND NO GUARANTEE 1 I (_ '� \ V\ aLvnr —• O a 0 0 O . IS MADE M THE ACCURACY OF THE INFORMATION SHOWN.IT IS THE --- ��----- -- 1' -- - - -- - -- \) ?ILA_ #� eHGLL-- - -- 0 0 0 D 0 CONTRACTORS RESPONSIBILITY TO VERIFY THE PRECISE LOCATIONS OF 1,',I I ALL UNDERGRGND FACILITIES PRIOR TO COMMENCING WORK. I I-..I _ _ _ JT,A I I 1 I - ; :; 0 0 0 0 0 THE CONTRACTOR IS TO CONTACT(USA)UNDERGROUND SERMCE ALERT I I I . AT(800)227-2600 AT LEAST 2 MARKING DAYS PRIOR TO STARING I I ,..,..I I I - 1 0 0 0 O 0 CONSTRUCTION. 18. THE CONTRACTOR SHALL NOTIFY SUNSHINE DESIGN OF ANY I 1'•'I x SHOWN.OR IN THE LOCATION OF EXISTING UTILITIES FROM RO THOSE ' SHOWN,OR ANY OTHER CONFLICTS WTH THE DESIGN,PRIOR 1D 1LL't1" CONTINUING WORK IN THAT AREA THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE WTH WITHOUT FIRST I �;...I ,II I F, I Hy ~ - NOTFYING SUNSHINE DESIGN. _ 17. TRENCHING AN O OR SUBSTRUCTURE EXCAVATION MAY TAKE PLACE a I i:. - - ^ " I I Q - PLAN SET INDEX V OVER.UNDER,OR ADJACENT TO OTHER UNDERGROUND FACILITIES aL 'a kl LOCATE.SEALER,WATER,PROTECT THE CONTRACTOR EXISTING N RESPONSIBLE TO L 1068 S.F.AVG. I ! i ' SHEET NO. PLAN SHEET DESCRIP71ON W N._•~mil LOCATE EXPOSE AND PROTECT ID PLACECAS EX RAWO IT IS THE THIS WORK SHALL NOT BE CONSIDERED AS EXTRA WDAN R D NINE l I I.•-,1 I - ^ 1 TITLE y �3 GRADING PLANS REN CONJIUTY TO RENEW ALL IMPROVEMENTS AND Gv GRADING PEWS W CONJUNCTION%NTH TRESS PLANS MID.BID NIS > J 2 RETAIL I ^I L\FLGS f I'.'.I I QUARK ACCORDINGLY. ; Pt,Ui.�HAftN,-INNER 1'.'-I( y .II� 2,200 sf I !I' 2 DETAIL W I. C4 1S SUNSHINE DESIGN ASSUMES NO RESPONSIBILITY FOR ANY dFFERENCES I; I S r.l 3 COMPOSITE r` [�1 BETWEEN THESE PLAITS AND ACTUAL FIELD CONDITIONS THE CONTRACTOR SHOULD VISIT THE PROJECT STE PRIOR TO SUBMITTING HAS BED. ` I i:'E'I �„ I I IL�ti I 'j rµy` 4 .CIRCUIT �O+ 'GT�a, 19. THE CONTRACTOR SHALL COORDINATE ALL TE-INS BETWEEN EMSTINC 5 ELECTRIC PO AND PROM FACIUTES AS DIRECTED BY THE RESPECTIVE UTWTY INSPECTOR ALL FOISTING CONDUIT TD BE USED SHALL BE MANDREL »>`J l: I-'v'1 I ' ® I IZ� 6 ~ C�1 TESTED AND PROVED PRIOR TO CONNECTION.UTIUTY.CONPAMES SHALL G•AS MAKE ALL'HOT RE-INS.THE CONTRACTOR SHALL NOT WORK ON ANY __-_ A �'..I P�ml IIIK�C� 7 TELECOM zi ENERGIZED FACILITIES UNLESS DIRECTED BY THE UTILITY COMPANY. \ "' L LYE 20. THE CONTRACTOR IS REWIRED TO EXCAVATE'BELL HOLES'AT RE-IN E'er" i b I I i ---- -`] H+•1 SHEET Lam•, M LOCATIONS AS REWIRED BY THE UTUTY COMPANIES ; C • I Il f-y SHEET ^!J14 Y W1�,, ^L 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ''n'1 yc 1012E I I I Q SHEET F-1 "y E-H ADJACENT EXISTING PROPERTY IMPROVEMENTS AN LODBY D POINTS OF ACCESS I.'.•T AOCE66UTI.B SPwCE /' AT ALL TIMES WRING THE CONSTRUCTION OPERATION.IT IS THE j.••1I CONTRACTORS RESPONSIBILITY TO REPLACE ALL HRDSCAPE AND I--:--I �i •cl N LANDSCAPE WHERE REMOVED OR DAMAGED AS A RESULT OF ITS 1.•.I I 1 PROJECT REPRESENTATIVES N OPERATIONS,UNLESS SHOWN OR NOTED OTHERWISE. I L".'I ]BLDG,3 FLOORS ! i I 1 I.:•I Il mv6sm I ELECTRIC ESTEBAN MACIAS-PG&E - V - -22- NIT-IS-TINE-CWTRACTORB-RESPDHSBIUTY-7D-PRLgRTRYE-ALL-- I 1'-J1 IN OPIINA¢LE SPACR COyFttBunlSLP. 18518 S.F.TOTAL; .1.'.'1- -9aa-. _ CONSTRUCTION STAKING.AND RE-STAKING REWIRED DUE 70 THE SPACES f __i- _ __ _ L'_.III _GAS -. SOLE NEGLIGENCE BY THE CONTRACTOR SHALL BE CHARGED AND PAID -- !1'�� 83'als(Y]T 4�� .-�-_ I RETAIL BY THE CONTRACTOR. I TELEPHONE HOWARD PRICK-AT&T 1"•k 1,000 Sf H OR CONTRACTOR SHALL NOTIFY SUNSHINE DESIGN 1 - — CABLE-TV CERARDO MARTINEZ-COMCASi / In 23. THE DEVELOPER AND TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH ALL AGENCIES I'.'.I I IN AT THE JOB SITE.WINCH SHOULD TAIL PUCE AT LEAST I'•'-1 y DEVELOPER SIEVE JOHNS(Nl 2 WORKING DAYS PRIOR TO CONSTRUCTION. �s. u _ CIVIL ENG. NAME 24, ALL CONDUITS MUST BE MANDREL TESTED AND PROVED.CONDUIT -__ I.':-1 I SHALL ENTER PERPENDICULAR TO BOX WALL.UNLESS NOTED OTHERWISE. ._ �,...I H CITY CONDUIT NOT ENTERING BOXES SHALL BE RICO CAPPED&MARKED. - _.� __ __.__-. __ I'l—RR �M_-..-__. PULL ROPE SHALL BE PLACED IN ALL CONDUITS,SIZE,PLACEMENT AS - SUNSHINE DESIGN ANNE HATHAWAY ''4;F _ REWIRED BY UTILITY COMPANIES _ ._- -_ _ _. -_ ---=I ---"----------- I--; T �j,T el I UTILITY CO. JOB NUMBERS 25. A 3 FOOT LEVELCLOS TIES.EWORKING AREA MUST BE MAINTAINED AROUND ALL >, �! z �I j!I DESIGNED: - ELECTRIC ENCLOSURES.EXCEPT 4'-6'%B'-6'VAULTS W9CH SHALL I > I II ! I GAS DEPT.JOB NO. GAS"PMy 31178613 AMH MAINTAIN A 5 FOOT MINIMUM LEVEL NARKING AREA ON THE SHORT I WALLS AND 3 FOOT ON THE LONG WALL SIDES AND PAD-MOUNT EQUIPMENT WHICH SHALL MAINTAIN AN 8 FOOT CLEAR AREA IN FRONT OF - j I �, - I ELECT.DEPT.JOB NO. ELECT PM#31178673 CHECKED: EQUIPMENT DOORS REFER TO PGAE'GREEN BOOK'STAND D DRAWNG SA 051122 FOR CLEARANCE&PROTECTION REQUIREMENTS TELEPHONE JOB NO. TELE JOB III SCALE: 26. THE RESPECTIVE UTILITY INSPECTOR MILL OSIER INE IF RETAINING WALLS CABLE TV JOB NO. CABLE JOB # NONE ARE NEEDED TO MEET MINIMUM CLEARANCE REOUIREIIFSNTS REFER TO - PG&E'GREEN BOOK'STANDARD DRAWNG 051122 FOR APPROVED DATE: RETAINING WALL REQUIREMENTS.RETAINING WALLS ARE NOT INCLUDED IN THE CONTRACT. - 9/23/15 JOB NO. 27. THE CONTRACTOR SHALL'RED LINE'ONE SET OF JOINT TRENCH - 698-15-D COMPOSITE PLANS AND TWO SETS OF GAS AND ELECTRIC PLANS WITH 'RECORD-INFORMATION AND GIVE TO THE DEVELOPER PRIOR M SPLICING SHEET NO. OF THE PRIMARY ELECTRIC SYSTEM. -- of 7 a IIIIIII 0 s C 18" IS' 24' 12' 12" - OO �3 - � SECT. D1" SECT. "F1" SECT. "M" SECT. T" SECT "U" _ _170_LF TOTAL 1'2 LF TOTAL. 89 LF DIRT 0 LF DWT 0 LF mT . 0 LF PW1T 0 LF PVUT 0 LF PLAIT _ 8 LF PYMr .26 ,LF PWT co Z g� F0 SUBSTRUCTURE VERIFICATION STAMP DF'gBIAPER ARPLICABLE P.Ck+E STANDARDS,STANDARD PFfAC710ES AND DRAWS M PLSASB NOTE AND 99N ALL PGA6 INCLOSU®Lim ROTM HAGS BXEN SQ TO G&W ACCORDENG - 1. TRaKMYC• TO GIADI MW PROYm®D4 0VMMS 990011S. ALL.COSTS TO - JOINr TRENCH up STANDARD S545J REDCAIE uD DY-ADTDST 6'OW AT A 1AW DATE TU HE LDMRU TO spmnCA RON FOR TRENCHING BY APPUGWT,GAS OPERA BONS FORM(75-94) ME Dev MML PLEW R01 TM 7®aDP1'.VLF➢•W CoRRnt 2 FOADlII; MON Of AIL DRCIR90®AND NOICS,AND SIGN AND 01T1 DUWG. y UNDERGROUND GOIVWT$UG DNG 062288 TOM You _ to .3 ENCLosuRES• SIGNED: [~ a W SECONDARY BO gg ELECTRIC UNDERGRIXlND UC DYG 028028 CAB!£SUPPDR,FGP�UNDERCROtMO t/SL,UC DI{t',07BD77 - - F PRIMARY E/EC1R/C UNDERGRWND EIX/IPMENT ENGTOSUIZES UG DYC 062000 DATE: W 4 CABLES FOR UNDERCRLYIND DISYRSUROA;UG DDG 039955 Dwq 5. SPLICES AND TERMINATIONS t"1� L4 MUL R-TAP�7�6�CEri S FOR PMABRYYSIIG CABLE UC60YC.03908t EN C OL CAMS UGDBC.048640 BACKFILL REQUIREMENTS `+ SAPLIICEESFOR 600V CayDUCTOR,UC OYG.OSIDJ4 (� 0; PREMIXDEEpp 600A SPLI FOR PRIMARY U CgBtES UC DNG 053731 1. Trench sections are shown schematically and Indicate areas �i -1NSTALLAl10N OF AND 600 AMP SPUCiS I!G DYC.060809 0l occupancy only, they do not reflect size or quantity of FypgYp(AApE w F PREMOLDED ZoOA TERAl/NARONS FOR PRIMARY UG CABL�UC DI4C 035314 facABies to be Installed q Fq 7FRMIN %S FOR 15KV&22KV CABL£S UG D 04 564&043902 600AARABLE lNSUU 7ED C17NNECRXIS UG D 05I071 8. SINRYIES AND 7RANSFGRMERS .2. Trench)oolages per section are.%mx/mots,sections are .. YNlES _ /W gT CHETAL RAND L4c DEAD BREAK p�/,({ARY,,�NCROW UG DNG O353B0 designed to amommodote all required foc9/tles as hdicated on 1NSrALCAnOH c4c 7800A&300A 5/S SECRCWAUZGYC SIHTCH£SE UG ONG 039959 _ ead+trmch portit(pont's construction Aror/ngxk to INSTALLATIN4 Coe 00 3-PN Sr SECRONAULNG SWTCH S UG DWG 050859 J. the controeror shill larf trench lootages fa ocaime R PAD MOUNTTD LpAD DREAK ES A RI, UG Ol4CS 05.T7J8&06%043 b' y. - INSTACLARON OF 5/S FUSID S{NT £UG DIiC 054686 prior to excnwrion and take necessary precautlon crossing _T - -1NSTACLARgr#-ULn-J PHASES -7RAlOSFpp�rER UG Olffa OJ983g _. rater_and_sewe Iaanties�. ._ _ 1Y YLOIIY LOW PRCYT[E 1 PHASE PART MW APANSeQRM UC OYTS 041761,04276z 04276J 3 P�AS£PAD N TRANSF UC D 0435 6, 17 WJ8! 290 0l529I 045292 4. ore Contractor shill rater to the composite,candult and/or - Lpr�CgHRON aEARANQts&P �ECSIIppyy Fp"� �y R s/s PtrEvr DEG t> a5t�72 ead resoettAe arair s mstarratron plan Ar the ate:soy MINIMUM COVER AND CLEARANCES lastAlLAhoN L4 HOYl7GCWTAL i PH�SE S/S TRANSxLPOf�UG 0{SG 06057E APppP}{el/gqgS&E INSTALL OFF G L7RCYl/�FpLILT 7NO/CATCMR uc D OgbSi conduit Coble and or p7pe to be installed in thl pr t MIMINUM SEPARATION FROM v t/Y OR c ��A LANDSY'APE�SCNVF04 PAD uWN1ED AItRS CG D8G 06'03�2 �4309 1Y IY811L0! 5. T)pe'U2'trench shall be Installed of,curb and gutter COVER yLpTS S - 7. ELECTRC SERVICES Installation. Contractor shall Coadinote additional move-Ins UTILITY G T C S P SL ,M /SMEET 0-600V UG M/NATIOV UG DNC.Q58B17 necsssary to complete the services to the dWe/libg units with _ 0-60DV RESp��p��gqtr//RAL tG ERNLE UG ONG 06JY27 the dere4per all agencies and the utXty canp��ks. ore G GAS — 12 12" 6' 12' 12' 24" / 30" l ` 0-600V COABlERGAL 1/G 60,UG DW.CG3918 cost of these mow-Los shall be hiduded rn the contractor's - B GAS HPE unit price for trenctung. T TELEPHONE 12' — 1" 12' 12" 12" 24" / 30" PLASTIC PIPE DIRECT BURIAL LYTNSTRUCTICW CAS SR/A-90 LOCH R01 NtRf NISTALLAnpy FAR D.B.PLASTIC CAS S .A-90.2 6. the merage trench depths shown me based ai the min/mum c CABLE 7Y 12' 1' - 12' 12' 12" 24" / 30" JOINT TRENCH OCCUPANCY GUIDE - -- �p�pFICARCYJS&STANDARDS FOR PLASTIC%DEGAS 5T0 A-93 ut8ityy campmry r.gake orts far popth and separation. HEAT f11SI0N NINC Cke PLASTIC PIPE GAS STD:D-27 Canbactar shall od�ust trendT width k ddeeaoth os requ8ed to TRENCH SEc'RONS A B C D E F G H I J K L M N O P Q R S T U V W 9. f7Tnl1C': - adequately dear existing underground facilities&ma/nfain S ELEC SECONDARY 6" 12' 12" — 3" 12" 24" / 30" GAS x x x x x x x x xxx xxx x x DESIGNED: PLASTIC ATTINGS,GAS SIDS B-90,B-90.1,B-9az B-9a3,B-91,B-9L2 minimum utility deamses(see mh.cover&clearance table) TELEPHONE xxxx x x x x x x xxx x x x AM t0 yAf e. P ELEC PRIMARY 12"12" 12" 3" — 12' 24" / 36" CABLE T.V. WWI xxxx x x x xxx x x x x 'METER YALyyE�S,,CqS STD.F-80 7. Per 1/0 S5453,exhibit B,separation between gas facilities and ELECTRIC SEC. x x x x x x x x x x x x x x x x CHECKED: PLASTIC V' 5 UST,GAS STD.F-90 electric lacg/tles may be reduced to 6-when aossini. Also,when SL PUBLIC STREET LIGHT 12'12" 12' 12" 12" — 24" / 30" EtECTRIe PRI. x x x x x x x x x x x x x x x x SA it. CA7N01NC PROTECRDtL• Canimunlaatial ducts ore Installed,a mk nu, of 12 radial THE M!R_=. IOW INDICATE SCHEMATIC AREAS OF IPANCY: - N4g��LI(�CAS STD.0-12 - -separation and/be mmtained DOm gas facDltes although Mien _ GAS MAIN AND SERVICE ELECTRIC SECONDARY AND SERVICE IRRIGATION(PRIVATE) 5��' lNSTALLAnIXJ OF ANODES GAS SID.0-13.1 4 diameter a smaller gas p/pe Is Installed,with mutual agreement - -PG&E CAS MAINS LARGER THAN 4'REQUIRE 12' _ ©. © ® 1'=20' 12. GAS SERNLYS.• only, the spepanation may be reduced to 6. CLEARANCE AND NO FACIURES CAN BE DIRECTLY ® ELECTRIC PRMARY © CABLE TV �® FlDER DP nc PLASTIC SERVICE INSTALLATION,GAS STD.A-90 = - ABODE THOSE MAINS ® STREET LIGHT(PRIVATE) (1) TELEPHONE ST.-MINIMUM COVER IN STREET AREAS DATE: R/a ASSEMBLY,GAS SID.A-91 B. Contractor shall use sand bedding and shading as requlred by 9 23 15 CJ/ y Q�� the utility tanpaniss.AlI trench sections shown hereai Include / / N�DERGSRTLNIIN LYkIl55»CR DS µDARO�S A�AADS DRA DGS MS U AV STANDA�IIs f fLECIRI IC o 4 nrah thicF 6eddmg lay,. - JOB N0. AND GAS SERVICE REW/REAItN15 MANUAL(�EE'BOOK) - 698-15-D - - .SHEET NO. - 1+ I OF f ----------------------- - --- on j ML eae wn-Mawr murrolacrt(9g As slmN) 00 EL AMINITO AVENUE j ~ I E I i - o astir-T PMM MCSIM Z it © es a a rwunrDtlDSUS _ —_—- __— —._��—— — —J 4r u'CME iv swa eox � �. ED lr4r.W TIMUMM SPUCE BOX w o z s3 IILj co a w I I I' ,> \pd l a I I I I;;::' i i � III J .� I •" Lil j 891 - i LANDS O. �Z 16RESMENTIAL FAUL CHARh•1.AIIIE" I 1068S.F.AVG. Lo I I at I IDOC. tiO. 8836D26J I I .1 ------ ' 2 RETAIL AU'GHARUAIfJ 1'"'�1' !} •� pp o - .. . ! - w.•rs WALICIi'AY PA5EL j ..- l»>w»>il� I.•.•1 I Ll BLD 3 FLOORS ti I I J L-'•1 umvPaPn r 1..-'' YPo�A� :I SPACE 18518 S.F.TOTAL; I I w r_-i I I ; 1 RETAILra 1,600 sf r , --- _ W-J DESIGNED: CHECKED: AMH SA SCALE: 1"=20' DATE: 9/23/15 •� ; I I I I.I-.— -- - JOB NO. 20 10 0 20 40 60 698-15—D SHEET NO. SCALE IN FEET 3 OF LFCBEND � 3 INSTALL ➢ ' COORDINATE I —P3— PRIMARY CGIOUCROR/CABIF-(3)1/0 AL[PR-00i PE IN DUCT ° . —S— SIX MDMY CO0XTGM/CABLE M DUCT(SUE AS SIM) - . SW.NO.:N/A —SV— SERVICE CONDUCTOR/CABLE N DUCT(S)E AS 91014 m I I 1 I I I I LOADING DLST.: 'SC_ - . PRL VOLTAGE 12kY EXISTING DESCRIPTION - - - _ - SEC.VOLTAGE: 120 208 - RWTf IC QQWMO/CAmE-.SIDE AS WOVM - r..- l'- ♦ > I TX.SIZE 300 _ T� I _ _ TX TYPE P.M. INSTALL EXISTINGDE�'➢9Y KENNEDY D KVA-la. ® PAO DONT TRIJUT UER(SIZE AS SHD N) W KVA-34. 338kvD %LF.: 75 DO na's-6'PRIMARY ENf1.0AIRE PHASE E63 416'-VW PRYNLY ENOJXURE FLIT LOAD: h ILL I I I I I I / \` h Y'� T- 3 A60450 GROUP ALL SECONDARY h SERVICE CONDUITS 7OCEME7R REM BACK OF THE WINDOW TYPID YO• AL 36'RADIUS 5 rri y ( BEEA6 W/ ENDS A >> J ! j,J I LDO I' I 4 X6'J 6' NATURAL Dow(m.) TOGA W S X5W- 00 �- EL CAM UTO AVENUE i a -- ----- II — Z 0 111 .._____—_ -__.—.—____ie%_-_________s __-___/�_1_-._______s• ___LJ2 230'- � II W (A BW Z O - ------- PAD END CAPS � (PRIMARY wOALC3n/ t..\ ? w a K ----- ----- ----- _____=__ __------------q - !%�''•I j PAD MOUNT TRANSFORMER DETAIL J844J OKVA T- 120/208V Z z �•30 ---_ — -- --,�—I �A�I _ I IIII iIII tI�I iII 106'X D PAD N.TS. PG&E T 200DA M/S INTERCEPT CIO120/208V 30 EXISTING 4' DUCTF,.1 ! AND REROUTE TO SW- 4 (7) -5' 338KVA DEMAND Z Q � 3vi (2)130'-SOODALO 36RREETAIL SWEEPS @NEW ELEC.NOTE$ 1S SWITCH W I � - I Y— I-•'I V➢=5.0 !ENCLOSURE, A)TRANSFORMER pAD(SI 70 BE INSTALLED PER P,C.&E W 'I I• - SCI=42,000A _ ORW.064309 SHIS 1-6(9NlX£PHASE & I.- E DRW.045292 S7US�1-8 THREE PHASE./NSTALLARON Rl .I !CONTRACTOR T° I i"•I i I I INSTALL 4' - Q I I ! INCLUDE GROUNDS INSTALL PAD ON A FLAT AND LEVEL - >�� »<--------- SWEEPS @NEW I - SURFACE.MAINTAIN 8'IN FRONT OF PAD LEkfl AND CLEAR - L.•I I - I I-.,.I 16 I i SWICH ENCLOSURE I I OF CBSIRUCTUfIX4S MAINTAIN OTHER CLEARANCES AS _ ANC) f� 1 I I RESIDENTIAL I! �•I "RED PER P.C.&E.DWG.-051122 SY7S.1-6. 0 . At (1FIARi4. 1(•lE _. ;RANT UNITS I 0 1 rC.�1. I I_ _ B)BARRIER POSTS TO BE INSTALLID PER P.G&E S - (OOC. FI08835026i , I ; I.:;, I 1 �' I3V-3�1 C+ 4 DOG.05112T SKIS B-7S mv_ 068 S.F AVG to I' I WITdH I W I I C)PRIMARY SPLICE 80XES 70 BE INSTALLED PER P.G&E 2 RETAIL I 2 DWG 062000 SHTS r-n.WsrAUAnaI TD INCLUDE ►,�i - 2,200 sf 3. ! Q GROUND RQ7S aD o0 4 D)SECONDARY SPLICE BOXES TO BE INSTALLED PER P,G&E - �....... I DWG 02&1TB 57iIS 1-72 Lvl, I I "r✓? O PG6E TO PULL I £)UNDERGROUND CONOUIIS TD BE INSTAILID PER P.C.&E y - `____.__-____-.___: `k �� �•.:) ACCC1'SNIE SPACY Aunt 1 p I BACK EXISTING �"j INSTTALLED ON ALL CMDUl1� ARE DVDS MIMINATEO IN a µ =+ N y 3E 70 BE -1/OAL AND I A g-CONDARY SWJCE BOX TL31PO4ARY END CAPS 70 n LS 1 N I io REROUTE TO NEW BE "'tY ',S �. - wnun•Ar� rnseb i 100I SWITCH.INSTALL I I V WSTALLED ON ALL CONDU17S _QQ I W NEW 3-1/OAL Q I i _ SEE ELECIR/C&GAS SERNCE REIXdREMEN75-(G4FBJ BOOK) f11� [W., En BETWEEN NEW I FOR OTHER DETAILS 75MJ '�I I''-I + no¢ssmleseece ,nRNr j 80 SWITCH &YIB443 ! I, SW41951 RLY16541L7 E/1 1.:• ;i I I I 1 U �BLDG,3 FLOORS I - I I! ��a r I Ir}I uwveRen I ^I N -' r-- I'-`•I m 0PM W—SM Ace covrxRDAISRz 18518 S.F.TOTAL i I [., W NOTE>� CABLE PULLING DATA - •--- NOTE USE POLYESTER PUUING TAPE(CODE NO.56-0154)TO INITIATE CABLE PIAUN6 1 RETAIL t 1) THIS AS AN APPLICANT DESIGN AND INSTALL PRA.ECT. rZ F 1,000 SIC yf�443 I ! I' ! j I APPPLICAIT SHALL TREK.BA(LO7LL&INSTALL ALL SURS7RUC7URES CABF CALQIUTED PRFEI1CtE0 IIAMIWM NLOW78IE MAl0YIA1 ALLOTTABIE ACTUAL ACTUAL P� Tn 1 INCLUDING ELEC777C DlSTRlBL/RON&SERMCL FApU]IES ___ 1':•:t APPLICANT CAN7RACIO4 MILL PERFORM ANY AND ALL REIXIIRED 7REllCN, RUN LOC. RAllNG TENSION DE�ECTX1N OF PULL PLWNC TFN4W-UiP PUtiNG 1Dt7di-E1E PULLING 1ENSON DIRECTION OF PLU w . 801 1 41 Ibs LOC BOO-LOG.I I ,688 6s I IBM LI Ibs I LOC -LOG IXCAYAROV AND BAOffILL, wavDwG!NOSE!TENS REWIRED 70 MAKE 2 120 Ws LOG 1-LOG 3 1688 6s 1688 Ibs Iba LOG -IOC. I - 12I o I (A.LF.)APPLICANT INSTALLED 7S THY TAGS ARE REWIRED AT A �I 't --____ I.•1 .. I _j — DA NED'AND CODA IF OV NSIALL THESE TAGS S7/AU BE ACHED AND L� EaT .___.__ (,.,''). 6}g(kB St__ ._-____. :.,•LI DAIEO ON TNf DATE OF INSTAlLARO1! L; _�__,,E.-..� _ _:._ � 2) P.G&E.SHAU INSPECT ALL.WT RK PERFORLEED BYAPPUCANT AND A 20T 03 ' X 3-1/OA4 ( -i I ! PERFORM ALL HOT 17E-INS TO OUS77NG FACLUPE5 AS REOURLD. P.G.& E. SKETCH BY DEVELOPER MAINLINE FEEDER.•EL PA RO 1117 I J) RETAINING WAf15 DETERMINED R1 BE NECESSARY BY P.G&E INSPECT(714 MAP # G-15-23 X 311/OAS ICI ARE IH£APPUCANI'S RES°ON9BILI)Y. ii 75ee3' PM 31178873 12 KV I it , 4) ALL PRIMARY CONDUITS SHALL HALF A MINIMUM J0'COMER(36'IN THE STREET). �. LANDS r1i ! ACI T 1*1% i I j 5) AU PRIMARY CCMDUITS SHALL EMIR ENCLOSURES PERPENDICULAR TO fiVO WALLS - i TLF'.RN:;OMMERE UAL MAN`C;t iMFN I ! v;i m I (LL-S NOTED DINES SE. NOT. #110300379 ---. GRANT ULLD n m (GOG YU '^-J1486) °` II --- 6) AU NOR170NTAL 4 5'&6'PRIMARY CONDUIT BENDS SHALL HAVE A MINIMUM 5 FT.RADIUS ALL HORIZONTAL T &J'PRIMARY CONDUIT BENDS SHALL HALE A MINIMUM J FT.RADIUS 7)ALL SECONDARY&SERWCE CONDUMS SHALL ENTER SECONDARY BOXES&/OR PEOE57ALS FROM THE BOTTOM U17UZNG 90'BEHDS&24'RADIUS DESIGNED: 8)U AMH RUZ£NATURAL BENDS WNFh'£YER POSSIBLELPOSSIBLE - .......... I— 9)DO NOT EXCEED 300!)ECREES IV CONDUIT BENDS IN ANY SINGLE RUN PRI.VIXTAC£AREA•CLASS J CHECKED: INSULA77OV DIS1..:B SA 10)P.G&E WALL DO ALL WINK AT 800 SERIES LOCARCNS � - SOLE: NON-CORROSIVE AREA 11)APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS 12)APPLICANT SHALL GRANT ALL NECESSARY EASEMENTS TO P C&E AT NO ADD/RONAL COST. - DATE: 9/23/15 14)CA!!.U.S.A.AT 1-B0�2T7-2600 AT LEAST 48 HOURS PRIOR TO D7(x7NG JOB NO. 14)_BEFORE.BEGLNNIAIG WTXOC_PLEASE CALL P.G&-E UNDERG40LWO INSPECTOR 24 HOURS 20 10 0 20 40 60 698-15-D /N ADVANCE 'WORK NOT PRQ ERLY INSPECTED WRL BE R&ECTED. SHEET N0. SCALE IN FEET C OF 7 J CONTRACTOR CONSTRUCTION REFERENCES III I I I I \ I _ Instellatlan Tested or Inspected and 1. 70 GIS STAAbARDS A-%{A-97,A-9.T A-931,A-933 AAD - i I -- �\ •J� !'j I - Not on Drewinp.All Levels. JOB NOTE&" - 8-92 B-sab B-su B-SRJ&B-sd B9L1 FRP DFAC4 Carr BEIM KENNED sanatactary per t>GaE csrtis a16. P1�rBc cxs L1AN Alm sx asTAwna[AND alma asB rsfAwfal o 1 Pfd£r0 Do A8 HOT f/E-AI'Am _ - - 2 -IOR�FF��r) AAWARDS�AW LOCAIIN NS�TO QY AVCT & 2 ID Ipyw"TOPCa£AGIrc a�v(s Qualified&O.Dw svnatwe J'0.'14ZR°ER 70 DO ALL IN9101 Af0 BAWIIL PLR -PlAS11C AID skII GUuARI AAD.ffRNf�o-ro S°E�IC TD EIS�L1LadYFN15 ' ji \ Date PG'dE SIAILDARD UO.55457! .1 IPFFFR 10 GAS STANOMm A-54 fW)EST GR1 M LN GAS MAIN Alm SERW= ----- C-h a me baaic's si¢ratarc a requhed Q7KRIf#' fR4 A L� gC 4. PQAE LS 10 I�DFM ALL NOT TN-A5 Nm PUMO W G1S PPA'0 PLR W dY of k?th AIS PLR Ba SNSS _ STANDARD A-36 AID PLRIM/I=PE?Sm D-N&IIf/L PFR S7D A-52 rho•I a CPA baun b e savpe SEf b@'Aa'1 PRLYIE fRAIIRm OET of Ure pro set S ,LENT 7RFNC1 BYAPPIMANf S 71E 44S SLRYta BRANCH FALLW WIL BE AYSTALED PLR CAS STAABARD A-42 -CGS FAXX5 70 BE ILSTAUM BYAPPIIGNT. .FOOTAGEY ARE PER RRX GAS SRW19WNCI)NS7A1A7AYV D£TNL LNl m . SfRMCE COI/PfEPW-.AIRr nmyw orAPA nwr o01LRNf3'NOILD, PRH STARING JOB - fA�ITgS 70 BE I6TA11LD BY RXl1RAC)D2 6 LTA MCIW b E TO)?OWSSYVC L USING MAIDt MID?AID S7WM B 1ROADI71'G AGFM 70 MAWIAN A WWWL 5'NaWM1ALRM611V MEGIAN/C FOR WRE as LIE$OBlER'M'2AR OR 01£R AS RELIUBFD N r 4 PCdt'CO"LUIt7!s v' SfPAlL1TA7N BElN@l PCdE fACTI)ES A,1W ALL N£7FACIA/]ffS RfARMTE IP£aAW1fQJ7S RfffR 70 S7AAWAAD P12AC71fE 46J4&BR 55ISI 4 NSTAILAODW AND CA7FIOD/C PRO7E00W -- • m I I I I I R£OUHRENFNTS - 7. 7RfNCW Af&NT 70 PROME A MU.HOLE AT ALL PrfE 7E-N 7. nE LOcAYH R1,VL FJ05TIm CW FFMLYIVSrwo w4mz.glg,&smw BRAN Z+ . ran 1r. r _ I NAME- T&R DEPT. LOG7KWS/&VG4W 4't6kf2'ffiOw EtlSBM.G4S fACU7d`S - Y 1)E 7R7 C �--"-" [R O7/FR lB'F$9LIU�LY7EILB5ED B CONRAC .THE Gal'IRA TCP AfALL AMBER, 1a 725-2af0 B APPY1GWf 9WL ALY,rA AIL Ammer PB&O15 AND pW1T _NOT ALLY RV FG&E'7D LCC41F FA<bJ7ES X4L LOC9TE 1lRR FACU)1'S MN . ALL AEQS5er RILE,AT NO LOST PI PG&E - MM LLSA AV7)N BXl GU USA AT 227-26M -'I I Df9GW CHANCE COMPLWENT.• - B BE Q9 MCIOS IWL BFIFM HO W PIAa TLYP"Y AND/G4 PFRMAMT EL CAMIMTO AVENUE a j" I ANY(YIANQS!N 7H£G95 DfSJCN PAwc ivAc=AA'Lf WBl ANYLOCAL CIY c"rr ae s7A)E REaaVBam -- ---, MUST BE APPROVED BY RIE GAS ADC UNDERGROUND SERME ALERT i I o i I e 9 0 2F NEW- CI 2 .. ZD • I - .. NAME- JCN GA.yBflGYY _—_ _ NUMBER�n5-2151 800--227 2600 1 6 ANY LOCAL(77Y,CCAYIY L14 SIAIE REafRUk7N7GU3S AN NOPFASE N JHE NOHfY USA.48 HRS PRIOR TO STANDARD IIffA'OY N R4OFPIHL STANDARD IRf/N SECTKN RV 9"EFFf —--- - - _:__ -- -- t _ 1 �- -----y I---- ----J - CITY=w sw1 BE 1 I I IRLNCHINC®l R THE LOY7RACIRY MBL$�REaSRED TO Nram1E AAD lEP1ALF 7REN07�ar IreH " DALE CALLED: ffiECTBA RECLPRFD BY PCd£SPFG 90 AAD ANY LOGIC i I RCKET THE A �RELY PC&f N.SnfCTRShd 0. >NmARD 545� WAWNG TAPE INSFAUARON DETN BY, iI111111 FlNISN GRADE .. r MIN fY 1 LEGENDC I I ! I•�'I OsR¢uNlrs I•:',I Ied.Drluss® I ! I I. I jI III:•'•..•:.�� I I =ezmwsu a♦evxouy I I I / u -- £ONG CAS(SIZ AS WOW) WARNINGI WARNING TAPE— NSTALLA TON ZONE M TOTAL RECAP PROPOSED I-1/4'HP GAS qR W� Z4 6'GS 7E N HOLE 1z WO OUCD w 8 aPD,�yoT��l I I i INSTALL `�IF IT 1-1/4'PLAS17C PE 2406 CAS SEANCE v, 12'BELOW DOSE FACILU ES c . �aaa�.caaa�� I.:• I 1 I _ G WSTAHL/f0 LIrARNC HIRE AND B@VD IHN£AT RE-NS :� 1-r/4•M IEUD?gRWOE REF Q z LAiVGS r F I: INSTALL GAS METER&KEGS 8Y PG&E ', I .I 1 '' I L` I I OAS PIPELINE UNDERGROUND �� AUL �H�,R49Al1VE 3'+ WARNING TAPE PER GS$S L-18 GP.AN7 DEED II I (DOG. N0. 8B36G26) \ I i IL 16 RE$IDENTLgI, I I 0 .1 - ` •� i " 1068 S.F.AVG. I i I j I CQ I M�#TE_RIAL LEGEND ;LL co H 2 RETAIL I * DING NSa£C7m PLR 2,200 s£ I PIPE WRAP REMOVAL PG&E GAS STANDARD D-4o QQ 4x' - TO 12•atzow 1 MAIN FOR P.C& INE-M Fo-work on p�i972 pipe,a�svme the WSUAL ..................................... ._ \ I I 1.--•I I r7 I I I wrap 's asbestos entA the O2 DISTALL 1-1/4•NULLL.LR SEANCE T££(02-2423) MAGNEDC P DOE£ . be tested. ......__._......�................ O3 INSTALL 1-1/4•x 1-1/4'SR TO PL TRAN9'RON FIG(02-9804) " -''I I i 1i I I samples w the wrap,and bare INSPECTQRi lF E I I I I samples tested Fa-asbestos b acmdanro INSTILL 1-1 4 A � 1 w;rh RP 4nr. DA IF- Q4 /'PL nEcmaRMsrRv crlc(oz-16JJ) Test resdts ore he be mduded wffh os-buRfs. - - - " Fd/ow procedure h,RP 4711 far r ,Gf of P40e*7qD _Faaaa>`aa>aai r...1 Ivan i li I I I PIPE TYPE- )FAR INSTALLED. .�i 1 ::,; ! I I 1 I I 10 I I _ 01-1/4'NIBLER MRWO F TEE (02-2423) 1. i I L'.'J II arvexly "SLOG,3 FLOORS I "� I" " !__—,1__III• TFr�6'.::::;`�=;.:'I1�1J1 IesaIwe voelelvtsrsNl oesNnmr sern,w mvesm.•,=- I I !III L-1 1I1,I " fAOPNPOC NN PROW DE. -PG d£TO- INSTALL) 18518 F.TOTAL" IM AT RFW) PLASTIC PIPE DATA O4'X6'BEIHa£ TEST AT 100-110 PS/FOR MINIMUM OF 5 MIN. 1,000 sf DATE ' IX rsR HPIX2SR 411-F aN1� .70 TihI _ ————- I i Pu 1-1/4•PL LIEc( LPLcO ( - ) PL TRM'9RCN .__ �,sx a. .yL I [�21A- D 9ZE - V .-__ —_. __ PRBe05ED 1-1/4'PL IF GAS I I SRC PDeE DATA 3 1 1/4'SR ID FTC pp _._ ... I 01 9604LI __—_.—_ 1 NANUFACIURf TT_ -. GAS 8 TN DA IE MANUFACTURED NT.S ❑PE 2406 70B 0 OTHER P£.• F' \ I I + I I I I I FOOTAGE AND 92F DETAIL A I1yp ' � I I I i I ! I MR WALL INICNN£SS J PIPE NANUFACUURE DA7E MANUFACTURED O PE 2406 270B- -- ❑07HFR PE.- taa"a t ccaal`a`�`a, w•1Q �� IL-..—_—_.___ _ _ i I I I j i I I FWH7GW LAN 0, DA ID _ 3FtX7FMAN SIGNATURE UST ALL PLAS77C PIPE BY FOOTACC S2&MANUFACTURE . AND DA7E MANUFACIURED P[R Gac DE57GW STANDARD A-9Jr .uc.c 'II � -• A \ ji_____._ I � I I `'�"Ire I I i I I _ P.G.& E. SKETCH BY DEVELOPER PM #31178613 - 1 I1 I NOT. 9110300379 DESIGNED: AMH CHECKED: SA - WALL MAP: L4 SCALE: PLAT MAP.• 3412 1'=20' CPA AREA: 3412-36 DATE: MOP: 0 SIG 6/23/15 HOP. 57PSIG JOB NO. 20 10 0 20 40 - 60 698-15—D TBA: V01 SHEEP ND. EMERGENCY ZONE.' 2 SCALE IN FEET 6 OF 7 D_ e i . -- - c 0 m CAST AT & T E_L CAMIrTITO AVENUE -- I I I ;a•' — _ EL CAMINITO AVENUE -- -- ---------- I — I , c) c i U ,,.� I I I CNI given w/noo l nU TAK I U b $ (). ` I I W ! mrnuns To RD art 0 W a Yocum a GODS , Cm I To and oo wuu or o¢s Z , Au aDm 10 BE muPPm w/mYm I u Fr71 ' o I ,.�. NYR6 AND RICaNB I/iRNAifJE� i I I n=2el3e•13n• d9iFiias) I • 16RESIDENiTAL I I I OF . 16RESIDENTIAL O c') 3a - ._ �m<. a111V Au°i�A;C"H aRaaIN � 2 2RIEI2T.AII .° I EMIiVE II Ro�nnos uF•iN :-:�4�� NNPg517'A3lm1�APmI.oCOc Y _ 068 SF.AVG.AT&T a+m�]0 33P 6026) 2UTA Ij� I I 2,2f00 sf En W j Z 9cl 6 ' PUS 491lYi/4'PFE-IUTm M m ON 81f/9D=AM= .. U ��DRD Am SWRCL DM#MWO IM PGA ! HONE �. ® -j/' ►'i ._.� : a�67CN]bA1 DAYS MFUAE ND�DIC PYS1 NO= 1��.�yy • PRIM AS-GAITS DP 0 PnSEo I W I \ •PRO'mF ADDREMM t ua/�s - C PASEO I I- - naasvel.esP.� / � EoxeY � I I I I O A � ncc•EssmtE�to / I I � O ' IOBllY I I p I. -- - ' 'yi cs oPEN,vs�E uoov�> -u coYenED..R� -E::l BLD ^kIJ __ I „COV„9i3n BLDG,3 FLOORS If n �18518SBh6 I 18518 S.F.TOTAL i I a 1,000 Os 1 RETAIL U sf ! ! I y 71 ca I I1 DESIGNED: AMH . CHECKED: SA • SCALE: 1,=20' DATE: 9/23/15 JOB NO. 20 _10-_ 0 ----20 aD 60 698-15—D -- - -- SHEET NO. SCALE IN OF 7 ' 4I111111 - _ 2 DF�N PAD-YOU0 TRMWMER(SIZE AS SHOWN) ma er. /e`"..e'•" -- I �— 00 € -• I I — O Y _C PWYENCLOSMEL AMINITOAVENUE V-67,6 PLM ENMMK4 Z r` li C� .. - _ _ — r• -_ :_. _ -_ -� `„_-- -_ J I j - Trdr CAM N swa BOX W O --—n—�, 2'V.W.8.7F MM SPIRE SOX 0 U w _ -_-.-_-JL----- _ -- ----_.-__- '! ' — o 1 w I C-- -------- - W - ------ --- -------- _--- -- a co ` IItll 891 I 16 RESIDENTIAI,° I I II N I IF'►"�1' -I - --- - - . LANDS M \ I O FAUL CHAP.w1.Al('!_, 1068S.F.AVG. I I •I I l _ > GRANT DcED \ I t. co 100C. NOBB3G026) y I`` y _ 2 RETAIL ° I i'A:v CHARUI'I::� !} I 2,200 sf b Yirun" 1 I:: �-I--- II (D 1 03 � > " \ F \'•" I.:.:I ram- I I � I I �� N ►1 ---- - W g DA I•.•.I .Aa�esrnce moan , I O ! i w0. l ::i um EBLD 3FIAORS f I a sp— 18518 S.F.TOTAL, ! I Ili It I U a I I I -I ovrN nuia v:xv mw.Ren.uvE ! I {� �' �—• I RETAIL 1,000 sf I •r i I j •I�� Cp I��I I �• I I � � � i ! ! IL I I I --. _ Fill ! I! u DESIGNED: AMH `»»\»»»»a>i I i \��\a�><\>\i `\I �.R -- -`il I I •I CHECKED: SA \>.\ I •1 * � •1 I � I----- ! I I � I p �_ ! II � � _ Sca_E: 1'=20' DATE 9/23/15 JOB NO. 20 10 0 20 40 60 698-15—D SHEET NO. SCALE IN FEET Z OF " 4 I 1f f 1 I I I I - _ CD - .CD co C\ �.D3 1-- (/J LEGEND z INSTALL DESCRIPTION a J -P3- PRMARY CONDUCTOR/CABLE-(3)1/OAL EPR-CONC-ENCAP PE IN 4'DUCT . CDINSTALL EXISTING DESCRIPTION CD U PAD-maw mmst a(to me-R" EL CAMIMTO AVENUE m r.V.S-c FMWWY ENUM • © © 2M AIA'LOAD MW aWN O - - @ R RISER OR POLE X RISER car-a ff z 300KV A T— P3 ® 20D AMP M-3W SWICH �c 1'20/208V 30 J CO 0 W o o� CDZI ? ? o . 3W-3W O SWITCH 2. Fn x A � � N N JB�p �443 F � 'r U 65403 CD CD 20T 3-1/OAL 3-1/OAL cq j 3-1/OAL cv w T 5 8 9 3 PRI. KX FAG£AREA CLASS 3 tJ P.G.& E. SKETCH BY DEVELOPER INSULAn0MVISZ:9 „ r NON-00RR05PF AREA Ln Q Ln PM 31178873 MAINUNE faDER:R PA nO ru7 -,T MAP # G-15-23 D NOT #110300379 i2 KV _ ED E3 DESIGNED: AMH CHECKED: SA _ - - SCALE DATE 9/23/15 JOB-NO. 20 10 0 20 40 60 698-15-D _ SHEET NO. SCALE IN FEET 4 OF 7 L E H h I I F. f 171 TI vov A57` 2,1 - � 10 4t1, Jll r. Lo ,-IDFC-PIPE r !V111 EDDINS Flppt t,.fIfUI(Yl'UR[lE0 N"in) VrE OM HOT I F 1 '19 0, pgfa 1. RECOMMINDID MINNALIV TRENCH MOTH FOR 540AGENIMTAROUND RISER TU NO.D. 4 101. STANDARD PIPF.INSTALLATION MAY REQUIRE A MD TRENCH.FOR MINIMUM TRINC4,11 WIDTHS OF - STAMIDARID PIPE RE-'ERENCE THEDMMOEMMI)GOCK 2. SNCtZZNIEMT:FLIMABLZ MATERIALTIKAT CURES V.Y[rH THAP.{SLURV,FLUXABLE FILL,OLeM.CONdRom ETC?,0 SSIONSO BN OTMIMS,(ONOINEER OF REW0,CONTRACT F.NMN-ZM- 101 H Sr, F OR ISPEC 7 8 1A 0_ PROJEOTANDI TS CONDITIONTS TO-OAMY-ALL AkM, IPATEDLOA 3. COWRETE MLAR6HALL DE DESIGNED V OTHERS( I-NiEER OF RE.P.01M.CONTRACT ENGIxEek GTC.)FOR THESPE-J�FIIO PRC�JE0 GNQ 7AND SITE CONDITIONS TO OARFZv ALL ANTICIPATED L=ING. 4. FOR PRWECTS Vel-BRE COVER EXCEIZ011 THE MNIMUNI OR MAXIMUM VALUED,alcw'K CeNTACTADS FOR SPECIFIC OMON CONSIDERATIONS, TjA 04ff 10I& klmiVLotllol I Fay" AMIAMAC QUHAM 3MMI, M. 0AW) t44 PREFAM THM *[TAIL QOW ON IrIMINAMM FftJMD TO AM THIS- &VM0 rl 1PADIDED TO DMV 71ttE 00UPOUM -4 MU E. AOU ?M 0T Plot AW el9jvNMR#4 OR DM64 MACES ron -11"ARV W* "A03 MlIPPOMI Y TTU TWE T-r IVED THE T"BIWATION D, TW INITALLATIO)l WAILS HMO mm PVMXO HCRDN A At fxemimIMAM4 Aho ARC=rpwplo folk 17HIS pia-mor. TR a N toMZSF"LU MAUMMM (N-OhL R) dul�lwl CMD OLIN Rrwjrn r4j:F ptp ,z PhTALN PROR v fl:#MmVzTcx q 'a ""I"R 0mv motam ngwaompy To rijaMll,T�(r ZUNI= p4w,oaD mcgra W,71 ON [KOMOM YK APPOOAU hiwo;*� 11TAM. ce tmkt n=capom AND 10 Vk=r,TflAT TM AN-wo Ift"M MW4 DiTAU "OvIbM MUR AR A=WrAVLE FOR 11111) MULCT. cm.�m MIMM, =--m 0 U �1 First-Class Mail Postage&Fees Paid USPS 4s Permit No.G-10 9590 9402 4354 8190 5489 00 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service public Works City of Campbell 70 N. First Street Campbell. CA 95008 =�-- w� JIJT'1� i}liil ,+i ,�ii i,I:I,1 1,1i�1Jill))JillHIIl111111IIIJ ZENDER. COMPLETE I THIS SECTION COJWP�ZTF THIS SE&ION ON L)EUVERY ■ Complete items 1,2,and 3. A. ignat ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. eceiv , y(Printed Name) C. Date of Delivery or on the front if space permits. s - 1._Article Addressed to: D. Is delivery address different from item 1? 13 s' —---� If YES,enter delivery address below: p Not ' n 10f Warmc)th PO BOX 1C18I a .Santa Barbara, CV93102 — 3. Service Type ❑Priority Mail Express@ I III' III ❑Adult Signature ❑Registered MaiITM ElAdult Signature Restricted Delivery ❑Registered Mail Restricte, III 11111111111 Mill IIIII I II II I'll Certified Mails Delivery 9590 9402 4354 8190 5489 00 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2.-Article-Number(Transfer from•service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmationm j ❑Insured Mail i i i t O Signature Confirmation 7017 .=338 p Di',080t7 268' 1 over$5M 1 f RestrictedDelive f ❑Insured Mail Restricted Delivery 1( f , Delivery ( ) PS`Form 3811,'JuIV 2015 PSN 7530-02-000-9053 t Domestic Return Receipt A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail A unique identifier for your mailpiece. associate for assistance.To receive a duplicate Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the A record of delivery Qncluding the recipients retail associate. signature)that Is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent mportant Reminders. Adult signature service,which requires the You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail°,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which Certified Mail service is notavailable for requires the signee to be at least 21 years of ag( International mail. and-provides delivery to the addressee specified Insurance coverage is notavallable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the a To ensure that your Certified Mail receipt is insurance coverage automatically Included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail Item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery Qncluding the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. 5 Form 3800.Ao61 2015(R-A PAN 79;an.m.nnaana7 e-ostai 5ervice-' CERTIFIED MAILP RECEIPT 3 1 Domestic Mail Ohly j For d6liver r Is.y info matibri,W it our webiite at www.usps.cofnO. OFNC � AL USE — Certified Mail Fee 3 0 $ 3 Extra Services&Fees(check box,add fee as appropriate) E]Return Receipt(hardcopy) $ :1 0 Return Receipt(electronic) $ Postmark 3 F1 GerthTod Mail Restricted Delivery $ Here :3 F1 Adult Signature Required $ :1 []Adult signature Restricted Delivery$ 3 Postage 0 $ n Total Postage and Fees n $ Sent To Tig 40,t O�iit-Lf, Q -1 j 8iioieKifiYA� 5.,or I Box f o-Ql-q ----------------------------------- I— ---------------- ------- City,State,2fj5:;745 L /� CITY OF CAMPBELL RECVD BY: CASHIER 01000274860 PAYOR: JEFFREY WARMOTH TODAY'S DATE: 04125/18 REGISTER MATE: 04/25/18 TIME- 00:00 DESCRIPTION AMOUNT CU5T ID:ENC2015-00091 REF DEPOSIT - 101. $307000.00 ---------------- TOTAL DUE: $30,000.00 TENDERED: $30,000.00 CHANGE:. $.00 CREI}IT CARD: $30,000.00 REF NUM t � G9 J CAUDELL RgaA� CASHIER QG&Q42 Pem: loF »+GH Igas DATE: 9dRw RglSa DATE: «dld6 TIME: m:m _ DESCRIPTION AMOUNT CaI D:ate @mm«! REF DEPOSIT - !2 ----------------- TOTAL mQ g/Q.m 2aO: 6 Jk.m CHANGE: G m CREDIT GU; G/k.m REF NUM- CITY OF m+Rw REND p: CASHIER §23020'22439 Pam: J7gD k»SH gbv§ DATE. �ayl6 REGISTER DATE. yd yg 3k: m:m DESCRIPTION AMOUNT OUST T-D:ENC2015-0m! G+4 BRAIN RS m 2 $1,434.00 ----------------- mGE me $1 £2aU, g,m%G C yJ: ' «m CREDIT qU: $1,484.00 REF me � Sa CITY OF G9yw yD! 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M. - "n (8 R 2 =; 0 0 -0 - 0 'i - F:A 8 10 � ::I 0 = m a 0 .n __o M (n -8 a::� M * Cr i5, @ 0 0 0 0 0 < m =.W 3 a -cc 50) a _ < C a 3 0 - 0 "' - .7 M = $ ..;. � `0 M M -�h 0 :Z a a a @ =) ". � 0 m Er 6 6 8 -, 9 =:R 0 9 !R 0 r- " ' Z -n (V 0 X 0 W 0) 5 0 �z 0) * (0 0 - 0) a m 3 to 0 ,< "" � 5k Z #_#- 0 :� 0 < < -. @ � 0 ,-, 'n (a 60. < 0 70 0 .;2 :3 � r-m a W - C 0 4.4. " - . 0 0 0 . a -8 ,:-, o cl> -- m @ m 0 M 0) = CT 3 3: � = W 0 = - 7- --s -1 0 M X , p a(a =r 0_0 0 0 :1 to 0 -U 0 a 0 ;5 0 z - = C ..,,< --, 0 -"*, 0-0 - , 72. 0 :7 5- 0 0 2 < (a 0 0 io 4t 0 9 (R (D .�_ 0 -g g 6 r". 0 � - _. s.e 'a :3. 1= 3 C 0 M 9 ;0 r-1- -0 M 0 a 3 _ 5- to T- -672 0 �, 0 0 3 M _. 1 60 � C .-T 0) - a - (/) C =) - QL (D V) a ;:� o" S; E�i :, p 013 �p 0) a a r_#� 0; 0) C,L r-*� ,4,(,n (D ,-� , C r-?� i- =3 0) a:' 3 Q) =) .46. X __q 0) --% 00 0'*� 0 -0 0 (D X. ,.+,-., 0) 2 (3* a (D ,rt, @ 0 = 0 C: (:1 2 !R -0 (D W , (A - 0 M :3 r-1. =R� --I :; M :7 0) '70 -0 -I a,"" 0) 0) r-11. =s :3 r-t. :3. =3 _� =r 01`0 W 0) r1i R.(Q Ch :3 :3 0) I"" 0 (D m @ o -- M (1) ,.,, 3 0 91 (A -- 00 _j I " (D W CA) 30 < 'Q --% r.q. -1 -0 ( . 13) = � . @ :3 (D 0) Z:� -1 W ,�, a - 0 9. < C ,<M § �P) 10 .- = = (') �- * _ r ) 6 8 � 2 a �R Q) C -4, 0) Q= r,� -2 (a 1 14--a tl"% a Im * I's B = . r-" (D ej- (1> = a M ,V P. 0 0) (A :3 0 0) 0�. 0) :) ,.+ ia 2) N.., #_O� ;:!v I �� = 0 W C: M 0 ::r B -3 o c g: -.4% g 0 = (D � 6�3 § = 0 0) 0 (D 0 < Z :2.. C: K -n :--r 0 . o ::k 3 -,F 0 ,�< @ C 0 �T co @ 0 0 C M = M �� @ 5. " #-I- , (D -n 6 :� r-1- @. 0 0) M A. r_f� 0 * . 9: m xcn :3 6 ::r @ (a 00 - = M. @ 6 0) :; , = r-4. =) 'r 0 §. 0) Q 3 s- 0 * 0) a = m ;0 o C . 9� �0.(o ro- M. <0 #-f. W < Ep a a 9 =r g w � r 0 1) :7 0 a 0 =;P = 0 . -3 0 (D F e_*� 0) (1) = 0 0 "Is - 5- 0 -4 9 9: 1� M :3 r- W 10 a 5; * - " I 1-1 0 (A r." 0 "I (D X ""I :3 ::r 0 r-). > 0 * 0 * co X X M ;K 0 0 0 0 0 0 0 > a 0) --I 4 0 -X g 3 (E 60 > 0 > 03 = -0 Z o :3 o 0 0 1 (j) A o ;6 3 EUM 0 0 -0 ;K 9: S' m 4 m M - m m m co " n -4, - ;W0 C: 8 -_X 0) CID 2) -"h 0 -1 0 � 0 -:� =:I M 0 C �r* ::r M 0 z C) fj) I." < < < 0 m 0 " 00 C M M -M 0) 0 a� 0 Z 5 > M -0 to X :� < c: -0 3 <0 < U , 0 0 1 X - C 8 0 = 0 = 0 -0 0 M "a ,4. ::r M 0 0 M " -, = ,-� "<o 04 -0 m 6,0 - = 6 Is < '0 5� *< a "n �� G) M " a 0 m ;q. 1 ,*- C 00 :3 " 0 =2-0 :3 1 =- (D 0 = 0 0 0- C (a _< = a 0 0 0 -, -1, --+% 0) =r 0 a -.0 0 = < 9 m C M B 9L ;:;: 0 w SD a 3 0 CA r- 0 0 2 M C 0 -0- - e-" 3 0) =1% 0 0 '". = 0 �� =t * @ = -+ (0 " = M M 0 ai =; 0 - K3 3 . :3 0 0- ,.,� a :t. - -to . . W I,< .6 g 72. @ <0 a a :� :E 0 7� 0 - 0 a 0 = 2 0 2 - 0) 8 -- ct' -0 9 C a g: m , "71 .0 ia a F 2. @ -0 !�,: _-4, @ m 0 0 , ED -- CI- 3 1=1 � m O - m , 0 0 C: m =r a o 0 0 @ o -.0" -, -1 ""I Z� -1 -0 CD ::$ 0 0 r- C 3 -1 __ a) �, 0 - 0 0 M " 0. 3 o ffi- 0 --s g n m 2 M: =; 0 = Z Ad -, a: o r-1- = (D 0) 0 0, -1 = X = ct -, 0 ..I . 0- a) 3 -10 = 0 0 -.h - 0 C , 6 = C C N 0 r-q- (1) - =) -% ft 0) 5 . = ;::� XI- 5, a =) 25- to 0 = 3 0 5 M " @ 9 5 0 N (a 0) 8 a Cf) (D =z a " C: :* (D 9 3,P M -0 M C/) . 0 mca (D 0 -�a 3 2) 0 q (a 0) --,) 0 __q m :3 C -.0 -, ,< a 2 '<' 8 4 = CL - 6 ,!� o 17 o a =r C: o to & 0 C * 0 3 X 0 0 �. a C � ... 2) (D 3 m -6 - 1 T % 0 0 = < 0 0 " an d ff a @ 0 d-4. 0 I 0 = = = g. as* -O, @ 4 M " a -0 = !�' 0 i3 3 m m o-+ 0 C -g 0 M 0 " a - M -0,:z � _ .2 - 1,5n " 0 0 0 m _. 0 � n h =t %-. . 0 Z7 >< 0 2: ^ 42 C 0 0 ::E ,� 0 :::4 = --I tz 6 o-+. = 5') F C: I 'K 0 m a 9. 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KNUDSEN No. I Revision I Date momm I� (4 X -7-' 71 rn 0 SECTIONS PREFERRED 24' M .j > cryKIT C T M, z > Y A X M A tj rn T < Zi 0 ;z 1117-1TAT �r 10 LA -4 z la ID JQ_ LJ rn CO < tl A 9 LQ < 1-4 ED M -I a _Ob W z fj > A �i —4 Z (4 An M X 0 E3 �F < ro > -- 4 A JQ Z C/) �r- cir M 4�C �14'-lr M if ? -4 00 —9 21 17> ;x I f"Z V) M 44 > Z�f 0 rq _j 0 -1 -4 '1? tv 10L X 0 MA Tr 'a tag 011 44. 4 167 I A 0 0Mg. �4 most % 4-4 Je P61 tv cr) cl CD C) 4 X C7 4 rT1 -v rn 4 oloolooll C) C:> bo CIO) > looms LIM C:) -XV& C-) %07 al USH CU)?s <a + 1 t7 .. i M C> 9p 0 A. ♦ z M M WA W C) E G S ak is Q) rb Ar 0 C-> 00 Uq IL 3M ri ONT CAS (n 4 v4 > 'e CONSTRUCTION DETAILS M Cn > M STREET IMPROVEMENT PLANS -OFF SITE M PROJECT ADDRESS: 2295 & 2305 S. WINCHESTER BLVD., CAMPBELL, 95008, CA z 0` Off AO TRACT NO. 10309 ENCO, PERMIT NO. 2015-00091 CAMPBELL, CALIFORNIA .1,14 a Q� CWTA�� I -4 V -M:R 3: o Q:E mm M Qr- j j O[M2 M < 0 Z 0-i -4 111 10 0�A -e p 4'y jl�n '44 5 M X Z> 2t!�b-_ Wu < Zy -4 z WC T3 IT, > z MA. 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PERMIT NO. 2015-00091 CAMPBELL, CALIFORNIA ES . ......... . ....... twill= mmm man immm immm =00 immik imam mmm twon issno =mn now anot 0�=m mwn =AW mmm mow ........ . .. ------ U �� i 7777 Date: 12/11/15 lug "k W'W mow 21 X'ff I st W 1wm*X` I HE T CIVIL ENGINEERS & SURVEYORS, INC. Drawn By: A. VERA 3350 Scott Boulevard, Building 22 (408) 727 6665 Santa Clara, California 95054 fax (408) 727 5641 Designed By: M. KNUDSEN � i � i � � i I � I I , � i � 4 I � I ; i � � � � i � : � . � � � � I ! � � i I I i � � � i ; � ; ! I i ; : : � � � i I I � ; ; � I i � i l ; I � � � : t ! i ? I i I ; NEW 15" INV 202.47 (IN-S) i f � ! � I � � � � ! 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I I i ; � t � ; i ; � t � i i I � i I i ; i : ? i t . � i ; � ; � � � i � I 3 ; � I ; ! I I 1 Im i I I I � ; ; ; ! ; � � � ! ; i � � ; � I I i I f i � � � I ; � I � t I ; i ; I � � I i � x I ; ! I i ; � ; : � I � � ; ; i � � � I ;� � � � � ; i ! ! � i : I � � i � i ; � i � i � � I � � � � � i I I � � I t : : � ! � i i I ; i ; ; 3 : . ; i � � : ; ! i . I q � I ,; I ; ! � i f i � : i i � � � � ; � � � � � ! i � i k i I : ; f � : i ! � I I � ; � I � i ? � � i � � I i � : I � : : ; I . � � � i I . I ; � i 3 i � � � � I . i ; I i � ; : � � I � � f I I i i � � : � � I I I � � I � I � I � � , I 11::Ir� ; I � - I i I � I g : ; : I � � � � � i i � : � � ! 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I I ___.,`i,__, 11_111 � I � : I __1 (=> �, � - .� [ � ---"" i i �___ _ -,- I I � ; : � � � � � __111_1__1__._ __ � - --------- ,�,,��",-...",-��-"",-,-.--,-"�l.-�-�,-�-,�-1-11--l-�1--l---,- ,I , , � 4 1 � � � � , _,� i , 11 _ -,----,,-,--�,�.,�1-11-1-j--,�--l'.-,-.I 1 (-M � i l � � � - i � . � � i i I _111 "I k_____ ---,--,. -1-1 __ 4 ............ _____,",� ..... � ..... , -1-1--1 --- __-, ... 1___1 I— ; i � 4 ! ; 1 i : ! 4 : I � i i I � I i I __ __,_,____,_,_ --.-- � _-_-__--___---- _ .-- __� _ ---- i � j ; � I : ; I <=11 � __� ; i I � I I 5 ; I � I I I I ; 4 n � I � i � ; 1 ! ! � � � ; � ; I i F � I � t ; i . I � 3 � t � ? � i � i ; z I i � � � i I � � i ; ; ; I I I , I ! � i ! � � ; ; : � � ; � � i f � i j i I I � � � ; ; ; i � � � � -;a . ; . � ! C-) i t ; I i � I i i � i i � ; I � I i � � ! i i � ; � i � � i f i i l : f I I � : ; ! i ; i i i i i ; i ; � i � � � ; ; ; i ! � � � ; i f � ; ; I I I ; . i i : ; ; � ; I � ! -0 i I ! ; 4 � � I ; ; ! I � . � � z z � � � f ; ! � i : I � � i ; i i . I I � � W I � I , i ; � I � ; � � ; I i � i z ! i � � ? � I � � � ( � i � a i i : i i i i v i � i I ; � � ! ; I � ; ! I i � ji i � I : : I � i i f I � I i : I I ; i I � I ; z ! � � � I i ; ; I I � i i � .,,q 1 I t i i 1 i I f � � i : I � ; i I i i z � i � ; i ! � ; : i U) ; � z ; � � g i � ; i i � I i : i ; ! i I , I i ; ! : i � � ; i i � i ! I I I � � ! � I � i I � � I 3 � i I I l; � : i I I i � ; I � � ; � � � � � 11 i � � . : (=> i I � . � i z � i ; ; � f I . I ; ; t I i I ! � � i � � I I z i � i � I . I . I � � � i ; : � : . ; � � i : � t : � � i I I : : X9 ! I i , ! I I! i I � y : I � ! . i ; � ! i � . i � ; I � ! � ! � I t � f i � i � I (=) � I � ! � I (::> i .p., i z i ; � I � . ! i 2 I ! � j f j � z f � I ; i � � � ! ! I ; ! I i � � I ; I s ; � i i ! � I ! � � ; � i � i t : � ; ! � � � i i I I I � i i ; � f i i � I i � i � � I i I I 11 11 i . � iff*�_ ; 7":�b ; I i � t i � ! i f I � � I � � ! f � � t f i I i I ; I ; : I i � i � I � � i i I � i I � j � ? ! i I I , ,� � : i � i i i � ! � ; ; I � : i � l � i � � K ; I ! i I " I I : � EX GAS LINE i � I S I I ! i I I � � � : i z � ! t � I f i � : � I � � i I � ! � . I ! I I � rl � I I � I i I � ; I i DEPTH UNKNOWN ; t t z � i � ! l _!___w_ I c I <�! j i I i � I t i ! � ? � � � . I � . � I 11 ! T l , 1i i i 4 � � I ; � : I i . i � i i I � i I � � S ; ; � � i � . 2 maw I � � � � � ; , I I I ; � I � � ; I � VERIFY IN FIELD 4 f i i � I : : ; ! i i ; ; I � . ! i I � i ; � i � ! � I ; ! � pm i � i i � I � i ; I t , � I � i � � ; : ! � i � I � � ; ! I ; i � �ou ; i I : ! � � � . 11 ; I i I i � � : I i i ; ! � : � I � f � � I � ; ; � i I � � I i I I i i � i ; i z � I i i ! ! i f i ; i : : I I l : i i i � I I - 1 I ; [ -,:;r >< : I I i ---i ; � � t : t i i i � . ; � � i t ! ; i ! � � ; ; � � ! � ; ! i : � v ; z I � I : � . I I I I i � ! . I I ; x i : I i I I � ! ) � � i � ! i i z ; � I � � ! : ; � i � : k ; i � M (;-) � i I . � i ! I ;0 ;V : � I � I I � I ; i � I r- ; ! � � - :p' 1 1 I ; ; i � ; � , i � ; i i � � � j I : I i ; � ; � � i � 5 ! i ! � � i � � � I � I I 4 � � � ! ; 7 i t � i i ; � i � : � I I I � i : I � ; ; ! � : � � � ; 3 :z b i ; � : ! i I � : � � m m ; ; ; � i ; � � ; � I : � � i ; ; ! � i i � � 5 . I ? � ; ; � I ; ! �_o i I � I � � � I i i I � I � i i I I � i � f � i I ; � ; i i i ! ! ; I : , f I I i � I ) 1 : I _.-I ! � � ; z I i � i i � i ! ; � � � i ! � : : � I ! i i � � ; I I ; I r : I I I ; � ! I I ! I I �' I � , f 11 l � 6 SS @ 15" RCP ! !l - � � � 0.43 CLEAR i , I i � ; i i � ! I ! i : � I � ; i i i t i i l I I � i ! i i � I ; I ! i I � � ; � 4 � � I ! ! � i � I i ; I � ! : i 2 � � ! � � . i I i I � � ? i i ) i � ; � : i i i x I I � I I � � i ) ; I � I ; � i : ; i � . 7 i ; ; � � � I � � � � i � , I SD � , ; z INV 202.80 : I ; ; � ; ; ; � ; : t � : i : � � � I � ; ; I 11 I � � i i : I � � � i ; I � : � I i � � I � I � i � � i I i � � � ; M 0 � i i ( � i i � t I I ! � I SS � i TOP 202.37 ; I I I � \'11,1 ! 9 � i ; I i i � 3 ! � ! � I , ; � i i � i ; i i I i � . � ! ; � � I ; i ; ; � � i � � o : I ? ; ; : ; I . I I I � � ! � I : � I ; > r- - � � : r- � : � I � � � : I I � t : i � I I i i : f I I I � ! ,I i I I ; � � t f ; � i � i ! ; � I i � ! � � ! i � ! � � 11 m i ; ' ' ' ! � i i � � I 1 m , 1 ) 3 I I I � ; ; I I I ! , ! � I - � I i I I � ! i � I i i - ; � - i i ! ; i i t l i i i I ) ; ! i � q � i ; i i � ' ; i l t I " ' ' ' ' i ; + 5+ 8.04 z 5� � � I � � I � � t : ; F � ! � - - _;_ - � - - - - - - : i i i - - - - � � i . - I z - - ; i - � : � I � ` ` RIM ! RIM 209.1 ± . I I I �; i< � S I m a � I I � A : � i � . k � i � i i i I � 1___� i � i__ : i ! -'> I I I - - I - _�_ - I - __ � ; i i � I - - �� � � i � _i= - - == - . I ; i - - - - - --4- - 1 = � - ; i ! � ; +_____� , I i I � 2 � . � E� I ! i EX 6" INV 202.07 IN-W ! ! NRU� ' � I ; _x ; i i = 11 I = 11 ! , ; � i I * ; � I � � I t I I � . 1 i ; I � ; � � � � I . � i � . ! ! y � � f � ; � i I ! ; i ; i i ; : ; � i . i f � i : � i ; i f � ; t ; I � i � I � � ; i 'I i � � EX 6" INV 197.68 i ! ! ; i : i � � i � ; � i " i � i - �- -A 0 , I � 5��E i � i I 1i � � i � I i � � . i I � i I i i � � t � i f i I- i I � I I � I � , i ; i ; i i I I I I � t ! I I , �11�i � ''I'll � i i I � i ; � I ; ! ! I I � I � i � � I � � � i ! � I I r 0, ! � : I : � ; I ; t � � ; � I � Z I ! i ! i � t � ; ; Fzz:zi______,�_� I I � I � I i i I i i � : i � l � � - ==,=_ i . I � -------:-- � i � i ! . ; I ; i ! i I � I ; � i � � I I � 5 94.11 ! I ; f � ; ; � I ! � � ; � � I I t : : j_i I I 1i � j � � ji i � I I � I � i i . � : F i � I ; ! � i � l � t I S � � � . � i i i ; I . ! i I : I " � $ 1�2i ; cn � I I . � i ; i � � � I ; i � I i ; i � � I � I � i i i i � ! i � i � � i � � � A i i i ! i I RIM 208.7± f ! 1) , 15 INV 20 I )1 12.76 (IN-W I , i I im 15 INV 202.76 (THRU � � __'."" z ; � ; 4 I ___ 111-l'. 1-1 � 1, -1 I � I � � " /) : ( - 11111__.1__ 1 I ,' I ; : I' I ] "I-1-111--- ! � 1-1-I.-I-1-1- I i I � i �11-111,11-1�,-�.--------�--,---------,----i,-,--,,-------��-,-----"-,� _ I � : � I � l � i i � i ; ? I q --- ------ , � , f r- � i � ; _n � i I ! 1411 , 1_111___11._111__.1_1 -- -------- _._" ...... . _,'_____,! � i I I � I I . ; i I "" - ___ ", �� � --- 11__1___ I i I J i I i ; I I z � i � I 1 -1 I I—. 11_11 III- � --- _____11_ ! - , i ) � i I i � l � , I : I - ------ 111.11-11 + I i i8 ; : i � � i � i I � i i � i i j : � I i �__ i � � ! I ! ! A i 1i ; i I ! I I 1 I � � ; I : i I I ; : i � � . � i ! -..& i . � i � 4( I n i i 3 � ; w i � i � � � t j � ! i I ; ; i i X : 1 i . I ; � f I i I � ; ! i ! I ! ; i ! � I � I I I I � , ; , I � I � � i � , ! , ; IT! , i � I I ; � 11 ! I . i � ! � z 3 � � � � ; I ; ! ; 1 3 � � � � � ! I i i l l � ; :;0 i i n � ; � ; I . i ! ; ! n i I I i ; � � A t i � K I i i � i � i i 4 i i I : � X I : ; ! 5 � � i ; � : I � z � � ; : I � i I � ! i I � � I I � : �110 I I I I f ! i i � � i i i ; ! � I � I ; � i I ! � I _V : i ; � � i � ; I i " i I ! ! i i � i I 1 3 � � � ? i � � � . i , ! i ; � ! � ; ! ; ; � i I : ! � ; ; i i I ; I � i : i : � . � � 1� I � - I ! � I 4 ; I � i � � I I ! I ! � i � f � I i � � ! i � i � i � � � � ; : I I i 1 a � I i I i � i � C16 ! t . � if I I i i I i � l I � ; ! ; � t I ; ; � ! � i i ! � ! I i I ; : f i ; I ! ! I i i ; ; i � i I . � ; ; i � : . . � ! ; � i i � � I � z i � � � x i i i i ! i i t I ; I ; ; z ! t � ! : � i � ; � ; � �_.00 I ! lk S I � ; I ; ! I I I ! � f i � I ? I f � � i i I I 11 i ! i C:> � I � ! � i i l ; ; 5 � ! ! i 1 5 : I � � � z 4 � : � I I , i � � � l ; i � � � i i ; ; ; I i ; I � i IT! � i . ; � :i I ! I �i , z � ; � � ; I � i I f � I � . i ; (D � cl � i i � i i i : i � � � ; ! i I � ! i I ! � i � � i : ; � � ; i � i I � t ! � i � I i � � I ! : ; � i ; i ; i : � : ! I � 1 0 : � 4-p, , t i I � . I � � I i I I I �� ; ; ! i I ! I ! I � � � i ; ; ; I . 00 F � ; 3 i � I ; I : I I i � I I ; i I I : I i I � ; I � i t � ! i � � ; I t � I i I ! i , � ! � i � i i ; ; . i I ; � i ! I i � : t I I : ; ; i i � C ; i I ; � � � I ; I ; I i I ; � I 7 � I � ; I I : � ! i ! i � � � rt_l l� i � ; 1 ; � i � I . i � I � I � ! I i t i � ; i -71-`;� � i ' l i i ! NEW SDMH I - I I ! � ; � I � � � IT! I � I I ; � I I I , � i � � I : ! I � � . i � ! � i ; i I ; ! I ) � i ! . � � . 7,,,,, � I r i I 6+18.82 � � z ; � � ! � i I I ; � ; I � I I � ; I � � I t � � ! � j i ; i I ; ; � I ; � i 4 , , i i � RIM 208.8± ! I ; > 1 � i t z : 5 i . i � : � � I � I I ;; ! ! ; � i I � ; 4 ! I i i i i ; � � ; f � I I I � I f ; ; � I ! ; � I ! i ; ; � i � ! ! I 12" INV 205.93 (IN) ; ) � ; � ; � ; � � ! I I � I i I i I � t I � : I t � i ; i : I � � ; ; ; � i ; i i ''I'll'', I , I I i , � i � i 11 I ? ; � I i I � . ; ! 15" INV 202.95 ; ; (OUT) " I i ; i i � t : ; I � I I ! I � I i I , I z � � t ; � � i i � ; i � ! z ; � f ! : ; i � � I I � . I , - � ; . I t � i ! i � z i ! i � I � . i l ; ! NEW SDDI ; ; I ! i I s � ; N - A � i � I I I I i � � I I � o i f I : � i I I i i � � � : I i � ! ; � . I i ; 1 f � ; I i � � c i � ! t ; � I � I 6+24.52 � 11 � ! i i ; ; i I � I � I 1 � � I I � � � 3 I I � � ? I I : � ; I I i 1 � � ? i i ; I � I I � I i ! : i � : ! � I ; z � � ; i � ; I ! i � e . � f RIM 208.05 � � � i � ! � I � ; i ; I i i; i � ; ; I . i � I I i I i - I ; i i ; ! � � : i � : i � ; ; � ; ; � ; i i i I I ; i i I : I i I I 1 : � : I I i ; : ; ! I I I I � � ; � : I ; � t � i i i � I i � I t I I t I ; ; ; � : i I � t � i ; I ! i I � I ; � ! I l : � ; ; ; I i � i I I : i � � � I � i � I I ; 1 � I ; � � E ! � � � � I � � ; i � k ; � i � I i i � ! � i i ! i i � � ; : i � i ; I i : ; i 4 1 t ; : ! ; i i I ; I � � 12" INV 206.05 (OUT) ! i f I S � ; k . i I I � � i ; i � ; � p � I I ! : i I � ! ! i I i � I � : I � i f � � � � ! � i I � I 1 t � ; t ! : I I : � � ! : I � . � I I � � i I ; � ; I 5 ; I � i � � � � i I � I � ; ! � � � i � ; � I I !! ! � � � i I I I I I I M I I >< ; i i ; e � � ! I ; ; i i ; f i . ; i i I � � � ; I I ; i � t i I ; � i ; I i I ; t t i . i I I i � ; I � � : � � i ; i i ( : i I � � � i ; I I i i i i � i ! � i � I � i i � ; � I o i � i � i ! ? � z i ; � � i I � I : ; � I I I i i I � ; � � I ; i i . I i I � i r i ; � i i � I � : i I ! � I � S i � � i � . ; z ; � ! : I i i i I 1 2 . : � : I : i I � � ; F ! : � . ; ; � i ; ; i i � I � I i � i ! 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I i i i ; 4 I i � I i ; ! � � t ; � � ; i i I ; � � � � i � i I � ! � I I . ! ! ; i i ; i ! i � ! � I � � i I � ! � : � i i ! i � � I i � i I � � ! ; i ; ; i ! ! i � � A I i i � � i I z � ! t � ; � � ! i ! i ; � � � : � : � � � I i ; : . � � � i I i i � � � I � I � n i ; I � i : � � � I i � i ; ; I I � � I : i ! f I : � � ! . I I I � ; � � � ; � I ; I : o ; � I � I � � � ; � ; � . I I I � i i ! � ; I � . I I : ; � : � : � � : I i ; i z � ; I i � ; I i I ; : � : � � z � I � � : : I ; . ; I z I ; . ! � I i � I : � : � � I I ; i ; i ; I i ; � i � � ! � . I ! . � : I � x z I I � I I ! : I � � I � ; i � i l : ; i i ; � � I ! i f i � ; ; I I i I I ; i i ; I i � � i � ; � ; ; I : y f I � ; � i I i � . : � � � � ; ; I i w ! I ; � � : ; ; I � : � : I ; � I 11 � � (::> I I il I b ! I -, i . i 4 ; I I � I I 1 I ; . I I I ! ; I : I i I � i ; I i i � i : � I ; I I � ; i : I i I ! 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I f-:, - - 11 1- L_Q_,__ I �! , , , 1 " 1 - �! 1-1- -1 � , , i ��b, � - I i , t,) ,", I -",: "'l_ -, I , -, � i � 1; ,�D . ; ; I '__� ! z -, ; : i C i ,�- i � I . !, � � � � ! � � I i 11 i -- , ! f i : , i � i i __Tj "I <, � I ; _1 . , -.11 I \ 41 :-If - 1-4 L �.j EX EL BOX - g� . >, I , ,�, � � . , ' I , . I -,-- I )'4 I TO REMAIN I .. , " �_ , 1 , I,— . I , :�,�,_ .1 .1 " I 'i 1\ , . . � i I , . ,:,_�_ . - - I ; ; I i i ; ; ; i : ; I I i i i I 25.0' LIGHT & 17 '.A'- �\ ' - ;A I$ - -1 . I ' � , . A;��, [ . at`_ 16.'71, ' - ' . I - -. " I- �k 5 , i f � � I j , � I I ! i I ; I � � i I , � � S I I 11 � I i - ! � y ; 35.0 , i i �1' i 1 � [.. AIR EASEMENT - . 11 ;Wl � n ,�, � J ,� . -wv- �_ . .41 . � _� . , I 1, -1-1 I . ., �\ 4r,: . , ill "* I - I ''I , I - - I 2 ,_j � I I 1_� ; 1 i I i t � � I - I i i i C111; � j f ; ; z � . i � (5 M 52 & 53) .., _�4' I � I "I .X 1� 101 �,�. - ) ��, , ., 40 � � `,�, I t i I � � 1 i i I � ; ; I TO BE VACATED , . 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La SEE NOTE 7 1 +22.Q 20.O' TC 207.66 GB 207.86 i 1 +51.Of} 3Q.u'R BW ! # +55.0 i 20.0' TC 207.81 9 STREETTREEPLANTING PER CITY STD DTL. SEE NOTE 7 1 +4 NEW 6" FS_ 1+72 NEW Dot SVC 1 +74 NEW D SC 12.5' LIGHT & AIR EASEMENT (5M52&53) i CONST. CURD, GUTTER 8c SIDEWALK PER CITY _ STD DTL 24, A--3 STREET PLANTING PER CITY STD DTL. SEE NOTE 7 2± 17.7D1z0.D'R TC 2D8.1O 2+3O EX FH _.... ...,_. _,,.. ...... .TO REMAIN I TC Cam` 0 .20,-GBH • p / .. 3 4 , • l� l m r %R" �. i f • tea qrn . , -0 > '• �J rn i 0 Q U 10 rn 77 >> , ; {0 CD g 40 I& NE SEr"m ^2 mm"mEm."T i'll t Z*> n r. 0 t•, �1 \ trf ChJ=tit r cn CA .. i MWINUnEOTER" .. BUULEVAMLJ t W! •+^RnI Y +90 if -�.wewrt� _ C 0. No. a A Date: 12/11 /15 rk. ts: rxT I R% Zok- W 610"ZOU"' aim IT CIVIL. ENGINEERS & SURVEYORS,Drawn By: A. VERA 3350 Scott Boulevard, Building 22 (408) 727 8655 Santa Clara, California 95454 fax (448) 727 5641 Designed By: M. 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