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HomeMy WebLinkAboutENC2013-00076 -Li/0(2(213 -0O0 CITY OF CAMPBELL ENCROACHMENT PERMIT Permit No DEPT.OF PUBLIC WORKS (for working within the public X-Ref.File t. 'cp 1'� — D D $} 70 North First Street right-of-way) Application Date 1V�.� `?) ) 1..,&1 Campbell,CA 95008 (\(���r��1��i t'""" M Application Expiration Date Ph. (408)866-2150 Issued t l a` I /��� APN Fx. (408)376-0958 at-ft /1 Permit Expiration Date +I APPLICATION-Application is hereby made for a Public Works Permit in accord ce with amp el Municipal Code,Section 11.04. (Application expires in six (6) months if the permit is not issued. Application Fee is non-refundable.) A. Work Address or Tract No.: I b 7 7 SO +'/> Utility Trench Location: We$ - o L w ry6„ -.,.,er- j>4.4c.0 !� B. Nature of Work: S -O rM d.rojN r N S-6".t1+►•s'8/✓ 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 of work. The plans shall show the relation of the proposed work to 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: .cAN 4v eel i N<'�j 1/�,l 4 . Telephone: ../043) 37 -7 _ "y ci 3 Address: 1 2.7 U/��v C.r�r. + A.ve L Los ("0:6s' ) C,,4 t $c'3 Z E-Mail Address: 24-HOUR EMERGENCY PHONE NUMBER: Clia) ( Z— cal e, r'1'k4` 6)so.t0Gbpa GI;,aes.crmA Is this work being done by the property owners at their own residence? ES fl 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 acknowledges that they have read and understand both the front and back of this permit,and they will inform their contractor(s) of the information. Applicant is advised that upon issuance of this permit, property owner, or property owner's successors, shall be responsible for any and all d es arcs out of the condition of any private improvements in the public right-of-way. Accepted: S/13/113 (Applicant Permittee) (sign) D e S gN'cc r;e(7_,IiNCS , 71.At1 C MI�.e Vr A)". S/1 3 (Contractor) (Print Name) ate 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 cutting. 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. _ 5. 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. SEE._PU.BL..IC_WORKS.EEE..SCHEPVLE_FOR CUR)3ENT FFES AMOUNT RECEIPT NO. PERMIT APPLICATION FEE S PLAN CHECK DEPOSIT $ SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $ CONSTRUCTION CASH DEPOSIT $ PLAN CHECK&INSPECTION FEE $ EMERGENCY PERMIT FEE APPROVED FOR ISSUANCE L G�{ +Pei) J Z[�1 (�^1 0l J For City Engineer Date Permit Expires 12 Months After Date of Issuance • 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 of the Faithful Performance Surety will he initiated by the written acceptance of the work by the City. 4. Submit project schedule 10(ten)days prior to proposed start of work.Special provisions may be required for work within City facilities and downtown Campbell. 5. 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. 6. Maintain safe pedestrian and vehicular crossings and free access to private driveways,bus stops,fire hydrants,and water valves. 7. 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. 8. 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. 9. 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. 10. Sawcut for all PCC.or AC removals.All PCC removals shall be to the nearest scoremark and shall be doweled to existing improvements. 11. 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. 12. 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. '3. Compaction testing of subgrade,base rock,and asphalt concrete by Permittee is required unless otherwise stated by the City Engineer. 14. 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. I S. 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. 16. 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. 17. This permit does not release the Permittee from any liabilities contained in other agreements or contracts with the City and arty other public agency. 18. This permit is not transferable.Work must be performed by the Permittee or his designated agent or contractor as specified thereon. 19. Call back(call out)due to emeregencies regarding this permit shall beat the current overtime rate with a three(3)hour minimum charge per occurrence. 20. 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. 21. 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: 22. 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 responsible for ensuring that all those providing services under the applicant are aware and understand ail of the above conditions. 3/13 Applicant' Date: ,SchNe_. f_f dc 1...44 4., 1/11.6c—e—s V y timAit 371 3 Contractor (Print Name) Date: J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2,pdf Rev.03/13 • •°4cHA0.n•� CITY OF CAMPBELL Public Works Department July 1, 2013 Sanco Pipelines, Inc. 727 University Ave. Los Gatos, CA 95032 SUBJECT: PERMIT NO. ENC 2013-00076 1677 South Bascom Ave. FINAL INSPECTION AND ACCEPTANCE To Whom It May Concern: 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 the date of this acceptance letter. 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. If you have any questions, please call me at (408) 866-2165. Sincerely, Syed Wahidi Public works Inspector Cc: Inspector file Follow-up File Permit#ENC 2013-00076 70 North First Street • Campbell, California 95008-1423 • TEL 408.866.2150 • FAX 408.376.0958 • TDD 408.866.2790 A 05/01/ CERTIFICATE OF LIABILITY INSURANCE D5/01/ D/Y3 02013 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 LIC #0726293 1-408-973-9500 CONTACT NAME: Arthur J. Gallagher & Co. PHONE FAX Insurance Brokers of California, Inc. (A/C,No,Ext): 408-973-9500 (A/c, No): 408-257-2985 One Almaden Boulevard E-MAIL ADDRESS: Suite #960 San Jose, CA 95113 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Valley Forge Insurance Co. 20508 INSURED INSURERB: Zurich American Insurance Co. 16535 Sanco Pipelines, Inc. Starr Indemnity & Liability Co. 38318 INSURER C: 727 University Avenue INSURERD: Illinois Union Insurance Co. 27960 INSURERS: AGCS marine Insurance Company 22837 Los Gatos, CA 95032 INSURER F: COVERAGES CERTIFICATE NUMBER: 33403435 REVISION NUMBER: 33171944 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 SUER POLICY NUMBER IMM/DDPOLICY/YYYY) (MMIDDIYYYY) LIMITS EFF POLICY EXP LTR INSR WVD A GENERAL LIABILITY X GL 4034981857 04/01/13 04/01/14 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 100,000 ICLAIMS-MADE X OCCUR MED EXP(Any one person) $ 10,000 X $25,000 Deductible PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 OPOLICY X JEC LOC $ B AUTOMOBILE LIABILITY X BAP5747431-00 04/01/13 04/01/14 COMBINED SINGLE LIMIT 1,000000 (Ea accident) $ , X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS R AUTOS (Per accident)_ $ C UMBRELLALIAB X OCCUR SISCCCL01775413 04/01/13 04/01/14 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I RETENTION$NIL Prod-Compl Agg. $ 5,000,000 B WORKERS COMPENSATION X WC3504400-12 04/01/13 /01/14 X WCSTATU- OTH- 04 TORY LIMITS I ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 __ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Pollution CPY G27267762001 02/19/13 04/01/14 Limit 5,000,000 E Rented/Leased Equipment MXI 93049191 04/01/12 04/01/14 R/L Bed. $5,000 Included DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: Sanco Job No. 309 - 1677 South Bascom Avenue, Campbell, California; Permit Number (ENC #2013-00076) . Additional Insured (GL,AL), Waivers of Subrogation (WC) : The City of Campbell , its officers, employees and volunteers. CERTIFICATE HOLDER CANCELLATION Sanco #309 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Campbell THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Dept. of Public Works 70 North First Street AUTHORIZED REPRESENTATIVE rl Campbell, CA 95008 . 1,/- USA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD slweis 33403435 DATE SUPPLEMENT TO CERTIFICATE OF INSURANCE 05/01/2013 NAME OF INSURED: Sanco Pipelines, Inc. Additional Description of Operations/Remarks from Page 1: Additional Information: Forms Incldued Where Required by Written Contract: General Liability: Additional Insured - Ongoing & Completed Ops per attached form G-140331-C (10-10) Insurance is Primary & Non-Contributory per attached form G-140331-C (10-10) Commercial Auto: Additional Insured per attached form CA 20 48 02 99 Workers Compensation: Waiver of Subrogation per attached for WC 00 03 13 (4-84) D+ SUPP(05/04) G-140331-C CNA Named Insured: Sanco Pipelines, Inc. (Ed. 10/10) Policy Number: GL 4034981857 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - WITH PRODUCTS-COMPLETED OPERATIONS COVERAGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE(OPTIONAL) Name of Additional Insured Persons Or Organizations (As required by"written contract" per Paragraph A. below.) Locations of Covered Operations (As per the"written contract," provided the location is within the"coverage territory"of this Coverage Part.) A. Section II - Who Is An Insured is amended to 2. We will not provide the additional insured any include as an additional insured: broader coverage or any higher limit of insurance than the least that is: 1. Any person or organization whom you are required by "written contract" to add as an a. Required by the"written contract"; additional insured on this Coverage Part; and b. Described in B.1. above; or 2. The particular person or organization, if any, scheduled above. c. Afforded to you under this policy. B. The insurance provided to the additional insured is 3. This insurance is excess of all other insurance limited as follows: available to the additional insured whether on a primary, excess, contingent or any other basis. 1. The person or organization is an additional But if required by the "written contract," this insured only with respect to liability for "bodily insurance will be primary and non-contributory injury," "property damage," or "personal and relative to insurance on which the additional advertising injury" caused in whole or in part by: insured is a Named Insured. a. Your acts or omissions; or 4. The insurance provided to the additional insured does not apply to "bodily injury," b. The acts or omissions of those acting on "property damage,"or"personal and advertising your behalf injury arising out of: in the performance of your ongoing operations specified in the"written contract"; or a. The rendering of, or the failure to render, any professional architectural, engineering, c. "Your work" that is specified in the "written or surveying services, including: contract" but only for "bodily injury" or (1) The preparing, approving, or failing to "property damage" included in the prepare or approve maps, shop "products-completed operations hazard," drawings, opinions, reports, surveys, and only if: field orders, change orders or drawings (1) The "written contract" requires you to and specifications; and provide the additional insured such Su coverage; and (2) Supervisory,ry, inspection, architectural or engineering activities; or (2) This Coverage Part provides such b. Any premises or work for which the coverage. additional insured is specifically listed as an G-140331-C Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 1 of 2 (Ed. 10/10) CNA G 140331 C Named Insured: Sanco Pipelines, Inc. (Ed. 10/10) Policy Number: GL 4034981857 additional insured on another endorsement We have no duty to defend or indemnify an attached to this Coverage Part. additional insured under this endorsement until we receive from the additional insured written C. SECTION IV — COMMERCIAL GENERAL notice of a claim or"suit." LIABILITY CONDITIONS is amended as follows: 2. With respect only to the insurance provided by 1. The Duties In The Event of Occurrence, this endorsement, the first sentence of Offense, Claim or Suit condition is amended 4.a.ment of the Other Insurance to add the following additional conditions Paragraph applicable to the additional insured: Condition is deleted and replaced with the following: An additional insured under this endorsement 4. Other Insurance will as soon as practicable: a. Primary Insurance (1) Give us written notice of an "occurrence" or an offense which may result in a claim or This insurance is primary and non- "suit" under this insurance, and of any claim contributory except when rendered or"suit"that does result; excess by endorsement G-140331-C, (2) Except as provided in Paragraph B.3 of this or when Paragraph b. below applies. endorsement, agree to make available any D. Only for the purpose of the insurance provided by other insurance the additional insured has this endorsement, SECTION V - DEFINITIONS is for a loss we cover under this Coverage amended to add the following definition: Part; "Written contract" means a written contract or (3) Send us copies of all legal papers received, written agreement that requires you to make a and otherwise cooperate with us in the person or organization an additional insured on this investigation, defense, or settlement of the Coverage Part, provided the contract or agreement: claim or"suit"; and 1. Is currently in effect or becomes effective during (4) Tender the defense and indemnity of any the term of this policy; and claim or "suit" to any other insurer or self insurer whose policy or program applies to 2. Was executed prior to: a loss we cover under this Coverage Part. a. The"bodily injury"or"property damage"; or But if the "written contract" requires this insurance to be primary and non- b The offense that caused the "personal and contributory, this provision (4) does not advertising injury" apply to insurance on which the additional for which the additional insured seeks coverage insured is a Named Insured. under this Coverage Part. G-140331-C Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 2 of 2 (Ed. 10/10) POLICY NUMBER: BAP5747431-00 COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Endorsement Effective: 04/01/2013 Countersigned By: Named Insured: Sanco Pipelines, Inc. (Authorized Representative) SCHEDULE Name of Person(s)or Organization(s): Any person or organization with whom you have agreed, through written contract, agreement or permit, executed prior to the loss,to provide additional insured coverage. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. CA 983(2-99) CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1 WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 04/01/2013 at 12:01 A.M. standard time, forms a part of Policy No. WC 3504400-12 Endorsement No. of the Zurich American Insurance Co. issued to Sanco Pipelines, Inc. Premium (if any) $ Authorized Representative 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 % of the California workers' compensation pre- mium otherwise due on such remuneration. Schedule Person or Organization Job Description ALL PERSONS AND/OR ORGANIZATIONS THAT ARE ALL CALIFORNIA OPERATIONS BY WRITTEN REQUIRED CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION WC 252(4-84) WC 04 03 06(Ed.4-84) Page 1 of 1 0 U m HI , =_120' 120'--- -120'120" - Villa / I )\ SHARE THE ROAD ROM CLOSED WEE ( Q i u °O °° MEAD4 IMED AHEAD cr ° ° °Q° _.__ - __-- \ °°° ° .. ===3 > , O O\ O O� O\ O N K=Il0 '4 C 0 z 0 3 7 O O LL' \ - L VI W \ C 1 Z I\/I ppp LEGEND DESCRIPTION BAS ///111O �VE �Z .--.-� Traffic ConesCli Type 3 Barricade U O W20-1 Traffic Sign J 0 Direction of Traffic U z 0 maul G20-2 Traffic Sign O 0 ® W20-5(R) Traffic Sign 3 t N Tra ffic Control oes ® SIGNAGE NOTESQ J W20-5 (U Traffic Sign m 1. A G20-2"END ROAD WORK"SIGN,AS APPROPRIATE, 1. Working hours as directed on the permit. SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS 3.Construction signs shall be black on orange(not black on yellow or black on pink).2.Field modifications may be necessary to ensure public safety.Contractor shall coordinate �� W4 2 (R) Traffic Sign OBVIOUS,OR ENDS WITHIN A LARGER PROJECT changes with city inspector. Z Q Q U LIMITS. 4.Temporary traffic control signs shall not block fire hydrants and/or driveways. Er U> W4-2(I.) Traffic Sign 2. THE MAXIMUM SPACING BETWEEN CONES IN A 5.All traffic control devices(signs,channelizers,etc.)shall be retroreflective and/or illuminated Q TAPER SHALL BE SHOWN IN TABLE 1 AND 50 FOOT APPROVED during nighttime traffic control.O MAXIMUM SPACING ON TANGENT. F 6.All existing roadway signs conflicting with traffic control plan shall be covered for duration of CONSTRUCTION. W11-1 Traffic Sign 3. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN work and uncovered when roadway is reopened. Er PLACE OVER A WEEKEND OR HOLIDAY SHALL BE r �/ 7.Contractor shall post temporary"No Parking,""No Stopping,"and/or"Tow Away"signs along O POST MOUNTED. City of Campbell roadway frontage,where applicable,per city requirements.Signs shall state days and hours Arrow Board 4. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES Public Works \ I1 when restrictions apply. SHALL MEET THE PROVISIONS OF SECTION 12 OF Permit�t I Y o��� 2u�r 8.Contractor shall display on its barricades company name and 24-hour emergency telephone THE MOST RECENT EDITION OF THE CALTRANS number in case of emergency callouts. JOB NUMBER ® W1-4(U Traffic Sign STANDARD SPECIFICATIONS. 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'E gas g L'z Q� oo ane»„ E'.ams85d5 a ti..,e°..�,q a °fie 1<1 8 z. 16 i ° ��i 4 e- �� a ¢ EK' w I 4 ..,_..bet_ rn w E" 80 wd _ G gg6g Ss z F� II m � z x.8 >;0� � A x- � �,. a" 8°.° .�°� ft-- . \ L17I1•1 C \ I \< 5 ' 5' 7 ' r o' X ✓tiJ`wAue,X PL-At rr-M . sTRIP> tO — >LZ K p_ , kr) Igo.31B114 I i O pr-iso,&O _ _______ 4 \ - a a • 4 4 7 "--"J\ ----- .;1741- \ SC:,›C 4 \-7 I 3 " 24' r \ 1 INV. = 17v,00 rc;c5D-tiIU \ 0 .._____ ,-,-, a, 112rNICI- '711' v m I31ZH LJkJ . L.f... -A.-Trot••1 63 x POTHOLE EXHIBIT SECTION A ti, s,,- o BY: C.H. a_ Civil Civil Engineers • Planners • Surveyors DATE: 5/16/2013 N 224 Airport Parkway, Suite 525 c- Engineering San Jose, CA 95110 SCALE: — 4 of 4 VIII Associates T: (408) 453-1066 SHT.NO. JOB NO. 11-127 _„ ,......___,_,, . ..._ .._. / • • ,,, • ._., • ,O, ••_ . . .._ ____ _ _ ._ . r RETAIL !j! ._ c. _ . ___c_i,_ ___ . . . • .[ _______„7„,_ „_______, . _r SAN• STUB._. I li . `, k ; I sW, Corc . - - --j 1011.47000-_.__ [i, , ;oI 'a o �o ' c11o� ---Fs S E r. c) wig ww r. . w� ww I r ' __ ,f E __- Ire ;�_.� ~3 RIO 1 i I g ,11 i❑i fTd 13 DI iRii i 1--- FIRE DEP + ,� _ �, i :::7177. '\�fST SOW „...47k" s�, IiW179.00 i i ......................,.......,.,.......... I - .• F..._ ll I.. . ..........� -- I Q1V�-16x55 11RU TRENCH DRAIN ii 2 _. • INv=mx 8• IN , , �Pry BFPp, +, � ,...1.;.:• `apo.�, ti :.:.,it•.,.=r-, $p -.s •—:.r. g�_" , t, r. .. ....� ,• rr/1�, I •• •�. • 'i '` ►i•, :-.?$- =.t:.... (� , 1' 'i r . .f + , •\i d ••`'!\ •,.!•..T .• • i rlt .1• ��cr-�,r a; : • �\' `f r '�.. -77..t., •.��1«:�.•i 1• ! �•• •��, , , ` }• „ TRAFFIC B' .:.: SS —I i - 5A-8' EX. S.§1§0.006039- Ss --�--� Sea 4' . .! ' ,: i SL ® -E • E E __E` ---�i -- --- --o wv _J _ W _ COMM • W ....-------.7.=-. COMM W _ — W — �._ . ;�-�a �1 ,8p SEE PHOTO OO4 NESREMOVE T JU EX PAC BELL NH 52'-30• '�' 170.18 Bill SIM -- -- _ R111�179.28 — _ ___ -- REMOVE do REPLACE 0 40.0078 189.12 10P SAN 8 �---. EX. SD NH / GRATE 1Y NIDE TRENCH DRAM 1-__179.2 SEE PHOTO OO3 0 -' RIM-178,78GR1 IA (ZURN MOCEL # 2874- _ - -_ $- _,I • - - INV=168.93 1HRU 179.6 12 OR APPROVED EQUAL - ----��-- INV=171:38 12' IN:(E) - ---I- ------f--- 180,9 180.8 3 180.6 180 E. 4100 - 4+50 5•I00 5+50 6 6+5 - _._ --.4-1 .. .- I - -------)- J BASCOM A VENUE i __ pp , X 180.2 179.2 w ..+__ . _ --. -- 4 t - I — _— ,y! 1-8--c5—,-- , 7U r, 1"7x - i ��. �� 178. .= 8 C I V I I Civil Engineers • Planners • Surveyors POTHOLE EXHIBIT BY: C.H. REVISIONS: Engineering 224 Airport Parkway, Suite 525 1677 S. BASCOM M AVENUE SATE: 5/21.61 2O'2O71 3 San Jose, CA 95110 SCAL : 12O Associates T: (408) 453-1066 CAMPBELL CALIFORNIA JOB NO.11-1 SHEET 1 OF 4 SHEETS -79.15 fa. 179.45 rL bif ['T ucii- T' b ,L r_ -r -m. I ,o.P X.. 15"Ex, 5IREEr / I K2:2)1 F.C.a-tg LIGHT Geri- I R x. -9-� _ _• 7 AFFROX, 7,V,.� _ _1 Ex._ 27 5 9„ R S' r 1) • CV m POTHOLE EXHIBIT SECTION B BY• C.H. © Civil Civil Engineers • Planners • Surveyors PEngineering 224 Airport Parkway, Suite 525 OATE: 5/20/2013 .�. San Jose, CA 95110 SCALE: — 4A of 4 Associates T: (408) 453-1066 SHT N0. JOB Na 11-127 Page 1 of 4 Syed Wahidi From: Logan Medeiros [Idmedeiros@rockridgegeo.com] Sent: Thursday, June 27, 2013 3:37 PM To: Thaddeus David Fox; AJ Rikli Cc: Scott Buerger; Syed Wahidi; Pete Beritzhoff(pete@baywestdevelopment.com) Subject: RE: Bascom - Geotech Reports (email 2) Attachments: FDR_20130626_1677 S Bascom_AJR-10.pdf; FD R_20130613_1677 S Bascom_AJR-06.pdf; FDR_20130619_1677 S BascomAJR-07.pdf; FDR_20130624_1677 S Bascom_AJR-08.pdf; FDR_20130625_1677 S Bascom_AJR-09.pdf Email #2 Logan D. Medeiros, P.E., G.E. office: 510-420-5738 I mobile: 510-520-4329 D ROCKK]DGL GI:O1 1'C] INICAL From: Logan Medeiros Sent: Thursday, June 27, 2013 3:35 PM To: 'Thaddeus David Fox'; AJ Rikli Cc: Scott Buerger; 'syedw@cityofcampbell.com'; Pete Beritzhoff(pete@baywestdevelopment.com) Subject: RE: Bascom - Geotech Reports (email 1) Thad, Attached are our field daily reports for the storm drain trench backfill at 1677 S Bascom through 6/26/13. Due to large file size, I will need to send these in two emails. Please let me know if you have any questions. Thanks, Logan Logan D. Medeiros, P.E., G.E. Senior Project Engineer ROCKKI1i7G1: GI;O1 1'C] INICM, 4379 Piedmont Avenue I Oakland, CA 94611 office: 510-420-5738 I mobile: 510-520-4329 Idmedeiros@rockridgegeo.com www.rockridgegeo.com From: Thaddeus David Fox [mailto:Tfox@roemcorp.com] Sent: Thursday, June 27, 2013 10:25 AM To: Logan Medeiros; AJ Rikli Cc: Scott Buerger Subject: RE: Bascom - Geotech Reports Logan: 7/1/2013 Page 2 of 4 I haven't seen any reports to date. Are any prepared at this time? Syed over at City of Campbell has been asking me about them. Also, I understand Sanco didn't pass a few compaction tests around Manhole#6 yesterday morning. This can be addressed when Sanco is back out in hopefully a week or so. I'll give Al an exact date when we get closer. Please give me a call if you have any questions. Thank you, Thad Fox Project Engineer ROEM Builders,Inc. 1650 Lafayette Street Santa Clara,CA 95050 C 831.262.6738 tfox@roemcorp.com Ca Lic. #774765 www.ROEMcorp.com Please consider the environment before printing this email. NOTICE:The information contained in this electronic mail and any accompanying attachment(s)is intended only for the use of the intended recipient and may be confidential and/or privileged. If any reader of this communication is not the intended recipient,unauthorized use, disclosure or copying is strictly prohibited, and may be unlawful. If you have received this communication in error, please immediately notify the sender by return e-mail,and delete the original message and all copies from your system.Thank you. From: Logan Medeiros [mailto:ldmedeiros@rockridgegeo.com] Sent: Thursday, June 06, 2013 5:04 PM To: A) Rikli; Thaddeus David Fox Cc: Scott Buerger Subject: RE: Bascom - Geotech Reports Scott and Thad, I will forward pdfs of our reports after I review them. If there are failing compaction tests or other outstanding issues, our field engineers will be sure to convey this to you and your subs verbally on site, as well. Thanks, 7/1/2013 Page 3 of 4 Logan Logan D. Medeiros, P.E., G.E. Senior Project Engineer ROCKE]1;7G1: GI:O] I'C1INICAL 4379 Piedmont Avenue I Oakland, CA 94611 office: 510-420-5738 I mobile: 510-520-4329 Idmedeiros@rockridgegeo.com www.rockridgegeo.com From: AJ Rikli [mailto:ajrikli@ rockridgegeo.com] Sent: Thursday, June 06, 2013 5:00 PM To: Thaddeus David Fox Cc: Scott Buerger; Logan Medeiros Subject: RE: Bascom - Geotech Reports Hey guys, So I submit my reports to Logan (the project manager, I CC'd him),then you have to request them from him rather than from me directly. Cheers, Andrew J. Rikli Staff Engineer Rockridge Geotechnical (971)276-9093 From:Thaddeus David Fox [mailto:Tfox@roemcorp.com] Sent:Thursday,June 06, 2013 11:16 AM To:AJ Rikli Cc:Scott Buerger Subject: Bascom-Geotech Reports Hi AJ, Pleasure meeting you onsite today. Just wanted to follow up on the reports you will be preparing for Bascom. Can you please include Scott and I (Scott's cc'ed on this email) in your distribution? Thank you, Thad Fox Project Engineer ROEM Builders,Inc. 1650 Lafayette Street 7/1/2013 Page 4 of 4 Santa Clara,CA 95050 C 831.262.6738 tfox@roemcorp.com Ca Lic. #774765 www.ROEMcorp.com Please consider the environment before printing this email. NOTICE:The information contained in this electronic mail and any accompanying attachments)is intended only for the use of the intended recipient and may be confidential and/or privileged. If any reader of this communication is not the intended recipient,unauthorized use, disclosure or copying is strictly prohibited, and may be unlawful. If you have received this communication in error, please immediately notify the sender by return e-mail,and delete the original message and all copies from your systems.Thank you. *** eSafe 8 scanned this email for malicious content *** *** IMPORTANT: Do not open attachments from unrecognized senders *** 7/1/2013 IROCKRIDGE GEGTECHNICAL FIELD REPORT-AJR-09 Sheet 1 of 2 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/25/2013, Tue. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 8:30am— 12:00pm Weather: cloudy,warm Reviewed by: Date: I arrived on site as scheduled by Efrain,the foreman for Sanco Pipelines (SP),the underground utility contractor, to observe the backfilling of a storm drain (SD)line in the eastern portion of the site along South Bascom Ave. SP was backfilling and native clay over an SD line between (F, 7)and (F, 10)(as shown on the attached test location grid system) using a medium-sized front end loader and a medium-sized excavator with a sheep's foot roller arm attachment. Between approximately(F, 10)and (F, 13), they had reached SG. They were preparing to place a manhole in the northeast corner of the site, but they were also backfilling between 2-5 feet below SG between approximately(F, 6.5)and (F, 9.5). There was an open section between (F, 9.5)and (F, 10)where they were waiting for an inspection before they backfilled. I spoke with Joey, an operator for SP, who told me they would get an inspection on this section sometime this week. I took a total of 9 compaction tests today, 6 of which passed. Test 1,which failed,was followed by recompaction and subsequently passed a retest. Test 3 also failed, and I instructed the contractor to tear out the section down to 3 feet below SG. Test 5 and 6 were tested near Test 3 at 3 feet below SG. Test 5 passed, but Test 6 did not, so I had the operator rip out this section to 4 feet below SG. I noted firm and unyielding material at this depth, so I had them recompact beginning at this depth, and had a passing retest for Test 6. I observed that there was a section approximately 40 feet long between (F, 10)and (F, 12)that was loose in the upper lift and dryof optimum. I asked Joey about this section, and he replied that they were going to compact this section with the Rex Pactor(ride-on large sheep's foot roller). I told him I would test this section at SG tomorrow, but that they needed to moisture condition this area to bring up the moisture content up at least two percent above optimum. After I left, I spoke with Thad Fox, a project engineer with general contractor ROEM Builders, and asked him to instruct them again to moisture condition the upper lifts of soil for me to compaction test tomorrow morning. He said he would. Attachments: Nuclear Field Density Test Results Site Plan Showing Test Location Grid System Initials AJR T) ROCKRIDGt I\CEOTECFINIC AL FIELD REPORT AJR-09 Sheet 2 of 2 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/25/2013 Field Engineer: Andrew Rikli ,71= 'sF y Looking east as SP is recompacting near SG along S. Bascom Ave. after potholing for me to compaction test below SG in this area. Attachments: Initials AJR • 1677 S.Bascom Ave..Campbell,CA ':.:,T?ROCKRIDGE Project P.13-545 GEOTECHNICAL SUMMARY OF DENSITY TEST DATA 1677 5.Bascom Ave. Campbell,California Locacoru as determined nom girl as shown on site plan SDT=Storm Orain Trench;WI=Water Line;SS=Sanitary Senm''BP=BiAding Pad;OW=Driveway;G=garage,-CG=Curb and Gutter;EL=Electfic Line,'SG=Subgrade;TP=Trarsjermer Pad;JT=Johl Trench;CRY=Concrete Flat Work;PL=Parking Cot ' As aotwrredbyAStm D1557iaboratory conpictionpoadue The ratio of the ornate dry density m Oresagi Wn dry density of the same material Recommendations for milmanrddtire compaction p0Mlll it GeoMyavca✓Report Test Location' WPM/ Probe Dry Moisture Relative Required Test i Maximum Dry Pass/ No. Elevation Location Contractor Fill Description Date Depth Density Content Density(pct' Compaction Compaction Fail Comments Tested By Grid#or Column Line (feet) (inches) (pcf) (percent (percent)' (percent)' SD Line,East Curve#2-silty CLAY,trench 1 Grid(F,8) 3'BSG Sanco Pipelines 6/25/2013 10 110 15.4 123 89 90 Fail Contractor instructed to recompact AIR Lea snails SD Line,East Curve#2-silty CLAY,trench 2 Grid(F,9) 4.5'BSG Sanco Pipelines sposnails6/25/2013 8 111 15.6 123 90 90 Pass AIR Lea 3 Grid(F,10.5) 2'8SG SD Line,East Sanco Pipelines Curve#2-silty CLAY,trench 6/25/2013 10 106 16.2 123 86 90 Fail Contractor instructed to strip to 3'BIG AJR Lea spoils and recomoact SD Line,East Curve#2-silty CLAY,trench 1' Grid(F,8) 3'SSG Sanco Pipelines 6/25/2013 10 115 15.4 123 93 90 Pass Retest of 1 from today AJR Lea spoils SD Line,East Curve#2-silty CLAY,trench 4 Grid(F,7) 3.5'B snails 6/25/2013 8 111 16.4 123 90 90 Pass AJR LPCI5 Grid(F,11.5) 3'85G SD Line,East CurvePipelines Curve#2-silty CLAY,trench 6/25/2013 10 114 17.3 123 93 90 Pass AJR Lea snails SD Line,East Curve#2-silty CLAY,trench Contractor instructed to strip to 4'bgs 6 Grid(F,12.5) 3'BSG lrn Sanco Pipelines spoils 6/25/2013 10 94 16.0 123 76 90 Fail and rtsompact AIR SD Line,East Curve#2-silty CLAY,trench Retest of 6 from today,contractor 6' Grid(F,12.5) 3'B 6/25/2013 8 112 12.5 123 91 90 Pass instructed to moisture condition when AJR Leg spoils backfillina Pothole SD Line,East Curve#2-silty CLAY,trench 3' Grid(F,9) SG Santo Pipelines 6/25/2013 10 114 15.5 123 93 90 Pass Retest of 3 from today AIR Len snails mioimii©ioi©i©i©i ©j TAINIffilleffilmeMIIMITiltdrilliffaillarka37 0 50 Feet ■ ' de, "031 '�wm .'w _....ral ���� 'lli 1 ,--, _ ©Eil ' M. Approximate scale eua 1a• � f �,�+ �'� lipt., . � �-_� , l ,-i� • •v 4475 VI'eigwrirmety,wv a uo+y i : ;, ®®e . INIVIMPRit - — ' - alr; ; ; El ; ' rim will ., iti ,.B..N,1 r MI ti" MEM. , 4' FiltrA ..' filling -''' ill ' IIIMMIIIIFI7 744614FEINI12141E7EilEilillillEE111411111111 ''• -IN 4,_ ilani,,,u 4 , , , 1. Ay /, , /-4,4$Y Wirfial11.4PALIEMP 2-WI:r2717".:5*MSNIMIMMIMMIIIIMIll. -ilirgilLEW,HLMi NEW '. 4A,, Aleit 41 VAi Mralir- -iritiMP.gODMMBVMIIIIMMI illii;IMMEINII. g io nom Emit - ,,,,,/,,r,Aray/AE,ilArtffAii rimi.:3;,,j,w,_!..,,,, --,-.,-,..i.*D.,..pinimmipsoimplimmwritillitittiniumuii,l, ,t-1 maim , _iiiiiiiiiiiiiiie liallilliriiirailill , I - moil IIIIIINr f /�* rio'r 0.a C" p er\ �i i „. �i i 1� r Ems. 4S < !,H E . /A� . i. Per. m -1� i < ® ...�,, Esi l �mar/ ... irk ; _REIMIMM., ;It, sa i /® T la ! t x. \ :: ry 11 ATM f„gompirifiryArgr. T it ts .':. 1�m'mll "rr, 'me , '.., N �I�!!�! -----,—iii� m IllirMillrAll::" 4:111"bbillrallik'"/ `''''''''' *.8 e-XIMMIMMENEMINI re , .: -- ,1:- IN our " • lill slip& 0.,sklaiminummingi. i: - -•-,-:' ., . , t dol 0 -Elliql411%.%4Q(0,-"ilaiklarNEFIENIMH, ,, gy y .• 1 1 tRU!ILITI! RI il�� �t+sa..\\liertglEm., , , ILPPT_M" Miii-liBii ' r. , / / pArAiiibmottlitow Pm '111 ,.. H •' - / ,,, w ,a.-4 -All - , 'el, -4 vairrigewi • ' ::;.; . ,.;:- ,, milli:, - , nig I I ''' : A Er OX 1-Allffil 'SI. '''' 'En.:• , , I' . lam riggili g � ��j`�'. \\``�.��, A•I�n .: �� i- r:.N .` PAS!dal Ell , 1 I i. .. ♦e .—:1 a �aaa .. 6#+i�wokaEcvwvwr�n`i (i ���i IWPSE �l ' �iliii��"iMI��= 3-11110 I� > ROCKRIDGIi GEOTECHNICAL FIELD REPORT-AJR-08 Sheet 1 of 2 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/24/2013, Mon. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 12:00pm- 12:30pm Weather: sunny,warm Reviewed by: Date: I arrived on site as scheduled by Thad Fox, project engineer for ROEM Builders,the general contractor, to observe the backfilling of a storm drain (SD)line in the eastern portion of the site along South Bascom Ave. Sanco Pipelines (SP),the underground utility contractor,was placing SD pipe between (F, 8)and (F, 12) (as shown on the attached test grid location system). I spoke with Joey, an operator for SP,who informed me they would not finish backfilling today. He said they would probably only finish backfilling the temporary driveway section between approximately(F, 8)and (F, 9)up to sidewalk subgrade (SG). I told him I would come back in the morning to observe the remainder of the backfilling. I spoke with Efrain,the foreman for SP,who verified that their plan was to only finish backfilling the previously mentioned temporary driveway. I informed Efrain that I was going to have them pothole below SG under the drive for compaction and moisture content testing tomorrow morning. He said they would have only a small amount of loose soil in the other sections besides the driveway at the end of the day today and would begin backfilling this in the morning. I also mentioned that the amount of soil currently placed in the southern section of the open trench was too much, indicating a 2-3 foot high lift. He replied that the soil would be spread out to the north of that section and end up being a smaller lift. Attachments: Initials AJR ROCKRIDGE 1 CEOTECI-INICAL FIELD REPORT AJR-08 Sheet 2 of 2 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/24/2013 Field Engineer: Andrew Rikli t . 1 I• • a 4 • Looking north along South Bascom Ave. at the open section trench as SP is digging and placing SD line. Note the large lift of soil that was initially placed over the pipe in the southern section of the trench that Efrain assured me would be reduced in height upon compaction. Attachments: Initials AJR flRocl RIDG CEOTECIm ICAL FIELD REPORT-AJR-07 Sheet 1 of 1 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/19/2013, Wed. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 11:30am — 12:30pm Weather: sunny, warm Reviewed by: Date: I arrived on site as scheduled by Thad Fox, project engineer for ROEM Builders, the general contractor, to speak with PG&E about their backfilling schedule and see where exactly they were trenching and placing other electrical equipment. I spoke with an operator for PG&E who informed me they would finish placing piping and equipment this afternoon and begin backfilling under the sidewalk and roadway today. I spoke with Syed Wahidi, an inspector for the Public Works department of the City of Campbell, who I asked about the observation and testing of soil work done by PG&E. He explained to me that observation and testing of their soil compaction is not necessary because PG&E is a separate agency that is responsible for their own quality control of their soil work. He said that if there is a problem with anything they do, he will talk to them directly. Attachments: Initials AJR IROCKRIDGI NCEGTICHNICAL FIELD REPORT-AJR-06 Sheet 1 of 1 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/13/2013, Thu. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 8:30am— 10:30am Weather: sunny,warm Reviewed by: Date: I arrived on site as scheduled by Efrain,foreman of Sanco Pipelines (SP),the underground utility contractor,to observe the installation and backfilling of a storm drain (SD)line. SP had finished backfilling and reached SG in the 4 inch SD line trench in the eastern leg along S Bascom Ave. I spoke with Joey, an operator for SP,who told me they finished backfilling on either side of the temporary driveway section (backfilled yesterday)this morning. I performed a retest for compaction at SG at(O, 5)(see attached Testing Grid)which passed. At 9:15am, SP began backfilling using the Cat D6R dozer and compacting using the medium-sized excavator with the sheep's foot roller attachment between (F, 15.5) and (F, 12.5) (see attached Testing Grid). There was approximately 4 feet of trench remaining to be backfilled in this section, left open as per PG&E's request. I took one compaction test in this section which passed. I spoke with Efrain who told me they would finish the remaining 60 feet of 30 inch SD line along S Bascom Ave. to replace the 4 inch section late next week after PG&E takes out an electrical box which is in the way. I said I would call him to schedule. ■� m+. , --- � t�" I,. ie 4 A s Ica t"'. r`" , '"14.'' '",,.."','4;:4'5' '•‘7",Zz.:7,`.:.'0.- :71,/,,Y f i- ' '''''4-..*:,,. ..A 3,..f-N,- ,:: 4. ‘4,44,4%.ut ii: , . .,....4t..0.,,,s. ... „. .-li:*1:- 4'.4;:;;;-4,,e...`°*.;,...,,:.,..f.,' ' -,', ,...,,,,,,..,„.. ,,,,,:w.. :,,,,,,,4,,,,... .,,c..- , , .. Tf,. , -...-1... 0,4'4'2.rt *I.bosre....7- • .s iC ,+. ' r . i�, r s$z t a °K f ,* aIt' • { L TieIllit . �� D 1' ,� -t _ €F a s' ' K yn44, € ,-' pp •-� ...ems .,, - ,s' . ,. Looking northeast as SP is compacting using the medium-sized excavator with the sheep's foot roller arm in the southeast corner along S Bascom Ave. Attachments: Nuclear Field Density Test Results Site Plan Showing Test Location Grid System Initials AJR 1677 S.Bascom Ave.,Campbell,CA Ti ROCKR1DGE Project 6:13-545 L\GEOTECHNICAL SUMMARY OF DENSITY TEST DATA 1677 S.Bascom Ave. Campbell.California ' Laravea u aevevu ed Com yid as shovel on site plan r SOT=Storm Drain Trench;Kt=Water Line;55=Sanitary Sewer;BP=BUNkg Pad;DW=Driveway;G=garage;CG=Cub and Gutter;EL=EkC6c Line;SG=Subgrade;7➢=Tea slmner Pad;JT=John Trench;CFW=Concrete Rat Work;PC=Parking Lot r As defe'n'ned by ASTIR 01557/aboraev/mnpar0bn procedure The raw or mea-Face dry density to Ile mah en dry density dthe sane mean' r Recommendations Corm veo,,nyab,e conpacwn masked in Geotedrvra/Report Test Location' Depth/ Probe Dry Moisture Relative Required Test Elevation Location' Contractor Fill Description Date Depth Density Content Mazimum Dry Compaction Compaction Pan/ Comments Tested By No. Grid B or Column LineDensity(pcf) a Fail (feet) (Inches) (pcf) (percent) (percent)` (percent) SD Line,North Curve t2-silty CLAY,trench Retest of#2 on 6/11/2013;dry on 1 Grid(O,5) SG Sanco Pipelines Legspoils6/13/2013 10 118 8.6 123 96 95 Pass surface only 2 Grid(F,15) 1'BSG SD Li East Sanco Pipelines Curve R2-s'oils CLAY,trench 6/13/2013 6 116 13.5 123 94 90 Pass A)R ‘‘•:,`%"' I '''+--,.i.. `,• r Ildffi4 ., 11121111M111111111111111111 D a MIDI IllirMillifft ill NM =IN .; I 1111F \VINWPM ill NM= I'. .IURI , ,,, A , .. Alk4, At. ' - NENE i op :onr.,,AarteariwA...., ' _.. ., .7, . al NM dal.. / ,,, •„.4 , lir n: ' �A„ , '_ t-,i--, ..04 .4p-Acom.(s •FAINT.*MOEN kii6ZN,.. iiii... . - .Effiiiiiii . 7 Ill.1 16rd FA r....dmivliorairirimmaNtEvim tti„---..g. ,..§ArA.,..iit ,Ai! ..: il., ili 11.1Kirtgart11111,11:4-iblillifillUM.A.TatSty ah ���ELM ararlfii'� rl ,: , ..4 , � r E ma �t \:.�iraitlifis T warrojci� , . _ t Al rirOtallgt,(-?.:',,L4 rhue: �, ,` ;` .ell iiu�_,• � INIIIP___Ell f ..,, 1 ( 41,;;.:401F4,* ^. i lAwiti). l * iii , = "d-. y. 1 A iuuuNotottmertitimitimart IIILJIUUiIIUIIIIilIIIUIIII LI ,Im L1!III suammumme . 5,6,10%. iciraram © �� i 191111} �iIllill � !Mille © ill r Ilin. IUUN11l.1 son. I1111111imim Illik......,'.allil... MUHL 14 hellion.. Intamell El - Alic -;:iir limatm.--- c,„._......mmit) al irimmoi . • ... . - .-; Mr i_____. N-1 - levaiiiiit _Briliilligid6WitiliCarrn1161111111firECIVI1111111 I....1 -IIIIIIMiliFil"m.....-' ellimil____I illimorollilloss_.. 4 laibilailMILMENSIME ' it MumEillir IMEINIIIMMIIIIIIMMISMI ;‘ ' IIINAIIMEITO ....... .. ISIIIIIMINvoliallill ,,' . rj iltiormtionagoveinewsinanagaminahmoworomm..0. !... � _F-,,T-TI _....._ -� I _'L - A" I �... ._ �.,. S... ��a; t t.,t.�.,�. - v _ _.-••v� .. • 0 ROCKRIDGE \CEOTECHNICAL FIELD REPORT-AJR-05 Sheet 1 of 6 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/12/2013, Wed. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 9:00am—5:30pm Weather: sunny, warm Reviewed by: Date: I arrived on site as scheduled by Efrain, foreman of Sanco Pipelines (SP), the underground utility contractor, to observe the installation and backfilling of a storm drain (SD)line. SP was moisture-conditioning, backfilling, compacting native soil in the northeastern corner of the site between (L, 5)and (H, 5)(see attached Testing Grid). The soil that was being backfilled was brown moderately plastic silty clay.They were moisture-conditioning using a water truck with a hose, compacting using a large Rex Pactor sheep's foot roller, and backfilling using a Cat D6R dozer. The lifts of soil being placed in this section were approximately 12 inches in thickness.They were also placing bedding material and 30 inch storm drain pipe between the southeast corner and (F, 11)along S Bascom Ave. SP had reached SG at approximately(J, 5). From this point and continuing east, it sloped down to approximately 4 feet below SG at(F, 5). At 10:15am, they began backfilling and compacting using the front end loader and a medium-sized excavator with a sheep's foot roller arm in the NE corner between (G, 5)and (F, 5). I took two compaction tests, one at 2 feet and one at 3 feet below SG,which passed. I observed that they reached SG in this area at(F, 5). At 1:30 pm,they began moisture conditioning and compacting over the newly lain 30 inch pipe and bedding material from this morning. They were using the water truck and the excavator with a sheep's foot roller arm attachment. I observed that the first lift they had placed was 2.5-3 feet in height, and I asked them to reduce the height of this lift,which they did to approximately 1 foot in height. I took two compaction tests in this section, each at 4 feet below SG,which passed. During that backfilling of the 30 inch line, SP was digging a trench and placing 4 inch PVC SD pipe beginning at the north end of the 30 inch pipe at approximately(F, 12)and continuing to tie in with previously placed 30 inch pipe at approximately(F.5, 8.5). At around 4:30pm,they began backfilling and compacting this trench between (F.5, 8.5)and (F.5, 10)in the temporary driveway area.They were placing soil with the D6R in 12 inch lifts and using the excavator with the sheep's foot roller arm attachment to compact. I took one test at 4.5 feet below SG which passed. I spoke with Joey, an operator for SP,who told me they would only backfill this area under the driveway today, and finish this section of the trench tomorrow morning. Attachments: Nuclear Field Density Test Results Site Plan Showing Test Location Grid System Initials AJR ( RC)CKIZIOGE 1 GE©TECII ICAL FIELD REPORT 2 ofAJR-05 6 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/12/2013 Field Engineer: Andrew Rikli 9i t. u � , .•YF • a:« rat .;� _° 7 � 3'r ' '�, 5. x Looking west from the northeast corner of the site as SP is placing soil using the Cat D6R Attachments: Initials AJR ROCKRILDGU GEOTECHNICAL FIELD REPORT AJR-05 Sheet 3 of 6 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/12/2013 Field Engineer: Andrew Rikli s 1T 2Y x J°�tti i J -,Ap.,�: ':',.;.1-6*.' yay ,. . , 1"-'- '4., .. ,..4%; _ ' Ire' g•Y..Y e • '3 k , ilice, o a illik1 'la Looking north along the east side of the site as SP is placing 30 inch pipe. Attachments: Initials AJR ROCKRIDGE CEOTECHNICAL FIELD REPORT AJR-05 Sheet 4 of 6 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/12/2013 Field Engineer: Andrew Rikli i1 ,Iir , ).,` k"' Ili,. i -p• - .. 44, •n,,.xv: • 4r7� s A.,,cam,4 ,� er.2-• to ® ': t 'f, ' J4 ._, : -\,4\ . ,1 ., .,iiiji • • klik ,,,1 0-0.?= - oit , , , ,ra �. ��y y �° qh .'�.. • "'<.24.".;'''`- ^': 8' „.;.. .. . ' __ � '+ �r Pie;„ ,..� ,tip 1F',,,=.;t. • ii , .d g , la,„y_.. .., r:-,,,,,,,-- , : xk ,, ,. , ,,c,. .,., ,, £ 1 , ,„„:,,,,,pot,r‘3,,,,,:f,, , ,4,4, ..,,,,:;0411,:,.. ,P41.:,4 ......,..,,,,.,.4.:v.4.,..4,,,i-7,-4..,../.7g,Iiii-A437;44.44,,,,,:e.,,,=if,...,,,44.44-1: ,, 'w x, "�; w -§;�,,+.�t z^,;d" ' {Alt,..11:t"#� ,',1:.'''',; r +5tq? • l ..,.rtt-le;:ll'.:48°%?%444W'Ne 1,:'..-7;14:-.4e,"..p.,' '444,,,i','cip � T*'% kp. � t °fib L �'•' �� �,A `i r ��r.Y Looking southwest near the new manhole at (F, 5) in the northeast corner as SP is compacting with the medium excavator and the sheep's foot roller arm attachment. Attachments: Initials AJR IROCKRIDGE FIELD REPORT AJR-05 Sheet 5 of 6 IN Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/12/2013 Field Engineer: Andrew Rikli .1 k';‘'''' ' ''' , ' 14 i ) 4 r olis, , , ,,,,, , • 0 � X i' L J' e.,e,,. i xts �. ,� �,.' " r''' ;:, r„7 /' T' 4 ;ewe s��rr ~^ 4, : .*" ,,,z4,. .4:,,, ,,,,,,etr-.,'•-• '.44.1e' A ,. ..,, ,w,,,,,,-, ,-, , -..,,,,,,;,,,,, ,. .,..., ,,,,,,,:‘,- ,,,,,:-.,,,,,-..„.. 4.`''''.‘'''4, ' „,. ; , Looking south near the fire department standpipe in the southeast corner as SP is compacting. Attachments: Initials AJR RC)CKRIDCU Ida GEOTECHI ICAL FIELD REPORT AJR-05 Sheet 6 of 6 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/12/2013 Field Engineer: Andrew Rikli c� • , x Y3 6f i _ ro p ., :::,-4.,,,,,,,,,,,;-4as y ♦ ( !: E , � t i p! ,;�P F a� d q e k t h e+d _ # .r .. �a iY fi 'A.„...4-,..,„-- "k 40--14'''.7-;,:f 3 �,1.. A ,,4:,.4'4'''''' '...I:4i ' . 44''',4xf .,4 1 .4„,.., ,,,,,, „, , 4,:,,, ,,„ , ,,,, ,,,‘ ,,,,..„,,, i,. : 4 r itry� iol •:C 1�t 3 f ' '' _, g _ t^ f J p A ..' ' "" '.' ' Looking north in the eastern section of the site south of the temporary driveway as SP is placing 4 inch pipe in the last section of trench of the day. Attachments: Initials AJR • 1677 S.Bascom Ave..Campbell,CA 'T7 ROCKRIDGE Project 6,13-545 1�GEOTECHNICAL SUMMARY OF DENSITY TEST DATA 1677 S.Bascom Ave. Campbell,California ' tocaowrs as determined Son vides shown on vte pan ' sor=Storm Drain Trench;WI=Water Law;SS=Sanitary Sewn 8P=Bidding Pad,DW=Omeway;G=garage;CG=Curb and Gutter;EL=Electric Line;SG=Subgrade;7P=Transformer Pad;JT=Jom[Trench;CFW=Concrete Flat Work;PL=Parking Lot s .40 detemrrei by ASTMDL557taboratr/ycortpactor procedure ' fie ratio o/Mein-pl dy density to the makknuo dry density of ten same material s RnVnerreslaeorx for rrinimnr'dame conprcdon Peiakd.n Geatecnica/Report Test Location' Depth/ Probe Dry Moisture Relative Required Test Elevation Location' Contractor Fill Description Date Depth Density Content Maximum Dry Compaction Compaction Pass/ Comments Tested By No. Grid*or Column Line (feet) (inches) Density(pcF)(Pct) (percent) (Percent) (percent)' Fail SD Line,North Curve#2-silty CLAY,trench 1 Grid(F.5,5) 2'BSG Sancti Pipelines 6/12/2013 6 118 9.7 123 96 95 Pass 516 Leo spoils SD Line,East Curve#2-silty CLAY,trench 2 Grid(F,5.5) 3'SSG Santo Pipelines 6/12/2013 10 115 13.2 123 93 90 Pass AJR Lea spoils SD Line,East Curve#2-silty CLAY,trench 3 Grid(F,15) 4'BSG Leo Santo Pipelines sooik 6/12/2013 10 115 12.7 123 93 90 Pass NR SD Line,East Curve#2-silty CLAY,trench 4 Grid(F,13.5) 4'BSG Lea Santo Pipelines sooik 6/12/2013 10 114 13.3 123 93 90 Pass AIR SD Line,East Curve#2-silty CLAY,trench 5 Grid(F.5,11) 4.5'BOG 4"aloe Pipelines 6/12/2013 10 112 14.4 123 91 90 Pass AIR Leo. • • D D U Al —pm©—©—©'Q— T ' ©,�r,.Q 'a—o—Q—©'©—Qom©—U 1 I I ©'Ilir .©7Qn1B IJ U r ','/ 7ss ii { , , ! 1�. 4 r , >o . , I l S * .. r : i .! , \. ! �� �'k 2 r 0 50 Feet • ,...-..D.,..o . 1i <".,.►>. AP� aw+ v- m -- I _. -? t �,€—, Gr ,,M... p 'j'"" , S a�) itt I ,p 73 k., ••3Approximate scale w:.=tf ti _ :•f mr en-,e7i, I '"1 A''rP„,„Ii t 7..f f M'''''"101ai .fi/ ... r .I 07 ' P I` . ,t `'i its•_. , [ a Ill 1 'Kato =� . lr- c iI : [ , e I Ikr i `N�/ 71Y� . Q �L°`w'.liati: E' I12t4 �E1� J. .7es & wee,r R„Y a 7 a' G x.-r....0..4.1-111..._`. 1 a g f { �S ` " i �`_ >;:ya.as-an f �v / 'O, "�ATi�lf r• .,mt. 2 5 X f:s2.. e'�'� WIi. :r^VISAVA �IIIPP "--.1i7I _s'°�` nmai �w � .. . �FIA 1f , fJ` i et lti E 1 l x. '1"' . 4°; t • _.owp[,: 'l n o�--, >R ' ( r r. " I' .ts'r. ;,: � WNW MIAOW aam � • a f _. //orKi�l�, fr:-., b LII 3m 8 r 4 ///;,! i _ sioitirJ i ✓l !`rlij,w,., / �'L 1 +t ____. x Rzr wo auc t' f .,' r.I1 ���TTT ,/, 4 . , 99ill _ ' i r _ t ,,,,. } b' s Vii, /OA i ,zgo , i. j if ..,.....,k1 1 I I / 1 r p,,f f v.r �'S' L7 2 ` e. Ill 174/ a,. k > 14•.x" t s� y�� ` r�'_'.� 7fr i ,BCD E 1+. 1 j OP , gl I 4 1: l'''Cl.,, / \ '414441")::,t, -) \`''' '''',/ . 4" . -.1 P ...,74.7: 1,477 i* macaw. "i$111' I '1',' r" I i \ , , , 'Clr&/ ,,,s litilkw N ‘—\41 klib 44 ikstNL kilt, 6 o 3.„‘, ..,,il , s ,_ mum .:_lit'h _ lee.z., tielimii. r ...a . — Ill I ' ktil ' li ;:e: 18 '"---)-41% -4:1' ‘ri ' I ; - , -,llt"l ,_..> % ' it • ^1 t ` F '�'*> JAC< IN 30X�J ,,J. ,iS > � :..� �. ' aiN.{ .� L11 "! 4i `�1,✓} ROCKRIDGE GEOTI%CHNICAL FIELD REPORT-AJR-04 Sheet 1 of 3 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/11/2013, Tue. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 10:00am— 12:00pm Weather: sunny,warm Reviewed by: Date: I arrived on site as scheduled by Efrain,foreman of Sanco Pipelines (SP),the underground utility contractor, to observe the installation and backfilling of a storm drain (SD)line. SP was digging a SD line trench, placing bedding material, and placing pipe in the northeast and southeast corners of the site and moisture-conditioning, backfilling, compacting native soil in the northern section and northwestern corner of the site. The soil that was being backfilled was brown moderately plastic silty clay. They were compacting using a large sheep's foot roller and backfilling using a medium-sized front end loader. SP had reached SG between the existing manhole at grid line(S,4)(see attached Testing Grid)and the new manhole at(N, 5). From this point and continuing east, they were backfilling and compacting, and it sloped down to approximately 4 feet below SG at(J, 5). I took 4 compaction tests that exceeded the minimum specified relative compaction, however,the moisture readings were generally lower than that recommended in the project geotechnical report. I informed SP that they need to increase the moisture content of subsequent lifts of fill by about 2 to 3 percent. They said they would. Attachments: Nuclear Field Density Test Results Site Plan Showing Test Location Grid System Initials AJR I2OCKRIDGI .GEOTECHNICAL FIELD REPORTAJR-04 Sheet 2 of 3 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Field Engineer: Date: 6/11/2013 Andrew Rikli 4. $ v 3 i1'".. 'tea 'Y seem R , „ \-40 ' ,,,,, r_ „„., ,,,,....„ .......,..„..,,,..„:„..,,,,,,, .. ,,,L,,"r"'", . ., ,,,,,,,,„.,.„,,„3„....„...„ J a�a 3M' „ �� f ,,,,, :., . „....„ „..,.... ..., ..., ...,..,..... .,,,..„.„...,.., , , ,...._.... ,,,„4„.. ..„ ,,,,,,,,,.. .., .. ,.....,.. , . ,,,,,,,,,.... „ rM �r '. Looking north at approximately(P.0, 4.5) as SP is compacting using the sheep's foot roller attachment on excavator. Attachments: Initials AJR INROCKRIL)Gi GEOTECHNICAL FIELD REPORT AJR-04 Sheet 3 of 3 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/11/2013 Field Engineer: Andrew Rikli • Looking west at approximately 1' below SG at sheep's foot roller tracks along row line 5.0. Attachments: Initials AJR 1677 S.Bascom Ave.,Campbell.CA 7}ROCKRIDCE Project#.13-545 INGEOTECHNICAL SUMMARY OF DENSITY TEST DATA 1677 S.Bascom Ave. Campbell,California , Locaeom as dereicned from yie as shown on site plan 2 SOT=Storm Drain Trench;III=Warm-Line;55=Sanitary Sewer,BP=Boding Pad;OW=Driveway;6=garage;CG=Curb and Gutter;EL=Beane tine;SG=Subgrade;TP=Transfamrr Pad;JT=lant Trench;CFW=Concrete Flat Work;Pt=Parking Lot ' As dhterrnrcd by ASTM D1557/aboramryronpaceonprocedue The ratio of the in-place cry density to the masimun dry density of the sane rrutenal ' Reconmen:mons/or moih5rn re/abre sot-was-Don provided in 6rotechorcal Report Test Location` Depth/ Probe Dry I Moisture Relative Required1 Test Elevation Location' Contractor Fill Description Date Depth Density Content Maximum Dry Compaction Compaction Pass/ Comments Tested By No. Grid#or Column Line ty(pcf) Fail (feet) (inches) (pcn (percent) Densi (percent) (percent): 1 Grid(Q,4) 5G SD Line,North Santo Pipelines Curve#2-silty CLAY,trench 6/11/2013 10 119 12.0 123 97 95 Pass AJR Lea spoils 2 Grid(O,5) SG SD Line,North Sanco Pipelines Curve#2-en snails LAY,trench 6/11/2013 10 112 13.5 123 91 95 Fail See retest#1 on 6/13/13 AJR SD Line,North Curve#2-silty CLAY,trench 3 Grid(L5,5) 2'BSG Lea Santo Pipelines spoils 6/11/2013 10 117 10.7 123 95 95 Pass AJR SD Line,North Curve#2-silty CLAY,trench 4 Grid p,5) 4'BSG Santo Pipelines 6/11/2013 10 119 10.7 123 97 95 Pass AJR LPG spoils at t,y i !�- c� M v. „r_t....,. . . n .r.o ..N. ..� .. .� ' .....� • Rte .1.24 1 F.-.--_ _.. ..:+cy _. :�:iV".... 't)- .�.. "... ... ....... ..tea.— 1r__,._ ..... _ .-. ® i-.— -....,..._._Ili ' ' .,..mt4 iv , P. _.---..--- rl- Jl Y.. .....v 8..uaeuv • O f .. w 1 aANL SLIP u r ws vn W ..w..,` NW -, r c aattl s . an d[ . fir_ r�%... e a ' Y fool �...: n c •I \ r� rr r :F _ .. iill1UIna. J ,,r LL ten_ rte . %pa• ___.1� """ ) .rte. x co ' IV ,4,v-14 4, V 4 :I , I i i ig le it i t— ill I..,,.4,4 . i r / Ilia'I. I a .� �. it Ili k ! I Fig V-._;ni,4IllMl2z "I' 1:_ 33 2b 0-,.1... . ; iti4.'1416-41111 ". r h..' r414 :Ii;'.,"`'S4.:•.:1 il-'-`.‘L'.". s„„, ' . ,,i:,:ri,..,.. /.....,,i , . ' il.: _ ¢IC: Vii =-.��, `3 n �� • k ,_i • Fs-,' . ' '.4.,:l '..''' C:t ' ,i'''' ..r; .V.' ..9..47:" ..::'" • 1 .: ' ' 4: - ,,_ 11:444.:S264.**`-t*:. :7,,' •,..„ '''.,‘ .::1*,:_lip .',7',,,._NI,,,,I.‘''--- \ T'' '...'-„,,,d,. 4.4',11,0 T ' 4 isaHill ' .4'zmo• • ., :I__-"I '{ OW pi 1.®� i�i:'�a'�' 9,�41�II �v_: "\. f N:17:‘'.4.4lik'' Ir/ft.:41L. _ /,I.?: 1411141 '. ., .„ ItkOrfl;ii.,:). ii ..,:,-„- i fl s ��7 .r.,:,.:,,,,:,,. ..„,...Nfi.,,,,,,,,,,,,, ,..,...T., . iii, 1b. ';:,,,,, • y %�/ ....Fagg A„\.1:, : '.-- '>- _... FBI E~ „`\~.`. !.\�Nyy—yam-0�+"'f.or; - ' i' L � \ .i! Illi '..,`.S.*:.*:::".. 1.1iitty,t‘ ''*. �/ _ A ��!!►►._. a Iro 'Al .' M o ao.o. r / / rt\''..,�^a,(1 •,a.. Q ,, / // 4�� t. 1-3 ROCKRIDGI! JA GEOTLCI-INICAL FIELD REPORT-AJR-03 Sheet 1 of 3 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/10/2013, Mon. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 8:30am— 12:00pm Weather: cloudy, mild Reviewed by: Date: I arrived on site as scheduled by Efrain, foreman of Sanco Pipelines (SP), the underground utility contractor, to observe the installation and backfilling of a storm drain (SD) line. SP was digging a SD line trench, placing bedding material, and placing pipe in the northeast corner of the site and moisture-conditioning, backfilling, and compacting native soil in the north and northwestern corner of the site. The soil that was being backfilled was brown moderately plastic clay, which was different from the silty sand present near South Bascom Ave. in the northeast corner. I obtained a bulk sample of this new material to run a new laboratory compaction curve. They were compacting using a medium-sized excavator with a sheep's foot roller arm attachment, backfilling using a medium-sized front end loader, and moisture-conditioning with a fire hose. SP had placed one lift over most of the trench between the existing manhole in the northeast corner to approximately grid line (J.O, 5.0) as referenced on the attached site plan showing the grid system. They had finished laying pipe from the existing manhole in the northwest corner to within approximately 100 feet of the existing manhole in the northeast corner. I took 6 compaction tests, however the results will need to be determined once we receive the maximum dry density from the laboratory compaction curve on this new material. We expect to have these results tomorrow morning. When I left, SP had reached to within 1 foot of finished subgrade (SG) between the existing manhole in the northeast corner and (N.O, 5.0); and within 2-3 feet of finished SG between (N.O, 5.0) and (1.0, 5.0). I spoke with Efrain, who told me they were going to backfill again tomorrow morning. Note: The new compaction curve on the brown, moderately plastic silty clay resulted in a maximum dry density of about 123 pcf and an optimum moisture content of about 12.2 percent. As presented on the attached table, the test results met the compaction requirements—one test was passed by observation because it exhibited firm and unyielding behavior under the compaction equipment and indicating apparent curve variation at that location. —Logan Medeiros (6/11/13) Attachments: Nuclear Field Density Test Results Site Plan Showing Test Location Grid System Initials AJR � ROC RIUGL' " CEOTECIII\ICAL FIELD REPORT AJR-03 Sheet 2 of 3 Project: 1677 South Bascom Ave., Campbell Project No: 13 545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/10/2013 Field Engineer: Andrew Rikli r awb 11 & , „ - il' Afr ' r e &� e :Ar 4, 4‘74IC t` * ¢...... t*+ lim t :'':',1 - i I 1.'1, '' , , / f I -; i„ ,...‘ ,, , '',, ,..,. ..,- 3. . ,-,,, ...,, ,,,,, , , , , , -V.k\., ---,. i.,* -. .. ' At:, . -- , L,.- { �py}ry y fi 6w - . urn '$<,-w lire fix. , ,�_ "" P Looking north at approximately(P.0, 4.5) as SP is compacting using the sheep's foot roller attachment. Attachments: Initials AJR ROCKRIOGL GEC�T CI"�I\ICAL FIELD REPORT AJR-03 Sheet 3 of 3 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/10/2013 Field Engineer: Andrew Rikli US / m► Looking west at approximately 1' below SG at sheep's foot roller tracks along row line 5.0. Attachments: Initials AJR • 1677 S.Bascom Ave.,Campbell,CA T,ROCKRIDGE Project 8.13-545 1\GEOTECHNICAL SUMMARY OF DENSITY TEST DATA 1677 S.Bascom Ave. Campbell,California Locations as deteovned from god as show,on see plan 50T=Storm Donor Trench;WI=Wafer Line;55=Sanitary Sewer;BP=Bui�rg Pad,'OW=Driveway;G=ga •CO=Curb and Gutter t2=Ekrbic Line,'SG=Subgrade;TP=Transhornxr Pad'IT=Joint Trench;CfW=Concrete Flat Work;PL=Parking Lot 3 As detm ed by ASTM 01557 laboratory corpac0or,procedure The rata of dr in-place dry density to the mavmun thy cowry of the same memo/ ` Recomnaidabons Mr outman relatse conpacDon proiatd in Geor rhnical Report Test Location' Depth/ Probe Dry Moisture Relative Required Test Maximum Dry Pass/ Elevation Location° Contractor Fill Description Date Depth Density Content Compaction Compaction Comments Tested By (feet) (inches) (pcf) (percent) No. Grid#or Column LineDensity(pcf)a (percent)' (percent)s Fail SD Line,North Curve#2-silty CLAY,trench 1 Grid(K,5) 3,5'BSG Sancti Pipelines sooiB from N-NW corner 6/10/2013 6 110 11.4 123 90 90 Pass AJR LeaSD Line,North Curve#2-silty CLAY,trench i 6/10/2013 10 109 16.0 123 89 90 Fail See retest#3 AJR Leg spols from N-NW corner 3 Grid(R,4) 3'BOG SD Line,North Sanco Pipelines Curve#2-silty CLAY,trench 6/10/2013 10 114 15.2 123 93 90 Pass Retest of#2 AJR Leo spoils from N-NW corner Passed by observation. Firm and SD Line,North Curve#2-silty CLAY,trench 4 Grid(O,5) 3'BOG Sanco Pipelines 6/10/2013 10 108 16.4 123 88 90 Pass unyielding under compaction equipment. AJR Leg spoils from N-NW corner Potential curve variation. SD Line,North Curve#2-silty CLAY,trench Area to be re-worked during mass 5 Grid(5,4) 1.5'BOG Leg Sanco Pipelines spoils from N-NW corner 6/10/2013 30 111 15.8 123 90 95 Fail grading for EVA road. AJR SD Line,North Curve#2-silty CLAY,trench 6/10/2013 30 111 15.2 123 90 90 Pass AIR Lee spoils from N-NW corner • A4 A3 A2 Al Z Y X $iSA R( 0 : O Ni M L K J I H G F E D, , ' ,0 ' 8 A i , 1 E S'oF 1 �S MN MEI 7,40 Real rA 0 50 Feet / '•..... � , ,._... ct w.. Ma Ill "Li I j vi .�.a.. me 9.4•10... .[c'' ' 1 owew uo I � WNW 4:fi'�91tl�!*!►, Z t`•e vA/� ': 't' "'.m _ ZI 3 1:.1. Approximate scale ®�./f ,/'• $� �' ��Mar�eatlij -�� It'ii. f •'` t ?xs WI R _ ; / !l�a n_ riiii /f I.^ }} _...fig milmmirtserawy_j_.„A--r - \; ..... I Xlff•s-c4,0 44_glide' . / i I t 1 _._. LA . 17 ,� , mgyAg - A. �_ _ ,� , fir. !_ I �� � . 'IU' riffDVj w'.r' a1L4r1110 r 4/1 * Writ '141f�INFA Y�.'L:'� M -..:. nw-,ram imt.... d� lY i.,, „.1 r ,a ti !aW �.-�I/ rri8!" 4F'_�]_" !fie �'t I el t _ '4 ��' •' s,� �,.. 0 t � r` h� ill of lEi / � / , ..... :� E ,o { ///4s f J r # A'F ` ! 'YM�.xl tl" �,�p/' ��j pF -X 1)9) , E4 ' �9�_ii PI II 1,,/ �a !- rr� ty```F 07 f 5 �' �'k.-711.2", f ii __.c :�+//�,IIII. �pl� a� 1 t';i I �i 12 / i 1 /1,4_. ENf . 'lit . iiii. ‘i AlriN It '- / '''''- - — ' ArailEimilL. _ bang 1rc cw 1! vintarir .., e. ,s .1"'nkr.VITIMiliA IIIIIIMEMMill ��aa 7 s� L ' X r ' 6YR•.. 1 L ]8C I/ /''' X• •I'r/j‘ N''''N' ..4\ fritt‘:1 ,--i OPW 1%. ! 11 , .4, ,(.9 --.44uvA , . i ,i, it , , , ) , r ,,,, fil ."‘ ',, ltir,41\ mill.\ ; if. .,y�,.\- ,--,a.-‘‘74.4 om, t 1 _.— ' Y�� , ditA� k. �[(. �a� `1��yti ''' ` �� .. v � � .. ,I X15 €_.. \ j • ,,,1 . .4.... . \ . • fr..r_y f 2N'-',..., ',\ 't �a wr �t Is fib 1./�} i' M t. {■ 1 //fJjj// i Ilit)ti**1IA. ■■■ _ ROCKRIDGE CEOTECHNICz1L FIELD REPORT-AJR-02 Sheet 1 of 5 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/6/2013, Thu. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 8:30am— 10:45am, 12:00pm - 1:30pm Weather: clear, warm Reviewed by: Date: I arrived on site as scheduled by Efrain, foreman of Sanco Pipelines (SP), the underground utility contractor, to observe the installation and backfilling of a storm drain (SD) line. SP was digging a SD line trench, placing bedding material, and placing pipe in the northwest corner of the site beginning at the existing SD line manhole and continuing east,toward South Bascom Avenue. The soil that was being removed was light brown silty sand similar to what was removed yesterday near South Bascom Ave. The trench was approximately 15 feet in depth at this location and approximately 20 feet in length was exposed and being worked on. The bottom of the trench was dry at this time. They installed a 6 inch lift of 3/4-inch drain rock below the pipe. The pipe was 36-inch-diameter RCP. I spoke with Efrain, the foreman for SP, who told me they would be backfilling soil in this trench after lunch today. I also spoke with Thad, project engineer with ROEM Builders, the general contractor, and asked if I should schedule our site visits through them or with the subcontractor. He replied that either way is fine for now as long as they are kept informed. I left at 10:45am and returned at noon. SP was still excavating and placing pipe in the same area as before. They had continued west for a total trench length of approximately 60 feet. I observed that there was water at an angle joint approximately 40 feet east of the manhole where they began today. SP used a trash pump to stabilize the bottom of the trench in this area before they were going to pour a cast-in-place joint. They also casted some concrete on the west side at the connection between the new 36 inch pipe and the existing manhole. I spoke with Joey, an operator for SP, who told me they were not backfilling today because of a broken medium- sized excavator they had intended to backfill with, and they also had to wait for some concrete, which was poured today, to partially cure overnight. I spoke again with Efrain, who told me they were going to backfill tomorrow morning. I told him I would call to confirm their schedule in the morning. Attachments: Initials AJR f L3 ROCKRIDG CEC)TECHIMIC:1L FIELD REPORTAJR-02 2 of 5 Project: 1677 South Bascom Ave.. Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/6/2013 Field Engineer: Andrew Rikli i` ' .'' 1 ,\ °f1",.,V1 ':::'' ''' ' ' L„. L" rYa"W�a'ff. ::,:,,,,, ,,-,,,;:f,...': ; �� p -:-''',0,..•;•-b ga 4 3. N�° .., Y. .' r^ i V d, "'e �'wee *' '�lW -.1.,;,;71:7,,,--:',-;:') 'L f • ls s''�i w x�t"•w C" r�;ffi -.fi?�j'1'Ya, Ln ;�b� Looking southwest and into the trench as SP is placing a 6 inch lift of drain rock near the existing manhole. Attachments: Initials AJR TROCKRIDGI? GEOTECHNICAL FIELD REPORT AJR-02 Sheet 3 of 5 Project No: 13 545 Project: 1677 South Bascom Ave., Campbell Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/6/2013 Field Engineer: Andrew Rikli "< �i s ?" ., ; : �°'" -kt.,,,,,,,,,, .,..„-;;;„.. ..,,.:'....,.,„ . , - ">" 1' . /%a c3 Ott 'Y.` rk 5u - "' a", 'fit.�^ �� °ate+ � "'C �.�+� >roL. 4r<.,. x �s.:;' .X.'„:-; '.,,,!',-'4,2,,,,-1-,./..7-N,,;,, � � �'� ��r� � t max* t fi s fi - � .}4 -,�5-',7 —- V.- !"."4;77,;;,.‘,:,,-..-,- .: z. °t '?Atr+, it er ' g 44.`'� 1 �F �-�°` � .a, k�r'�:,,CV.5.,,‘A'44. "i'°� 4 41'. �, . § fi uv • ' ! rte .. .,' 'a !'''''L!''''''''1'.4".1' ay'" ',' .�� �, ����-��L Looking east showing the 3/.inch rock bedding material covering the pipe near the manhole end of today's trench in the northwest corner of the site. The angled joint just after the rock covering the pipe is where I observed water. Attachments: Initials AJR T) ROCKRIDGE • 11 FIELD REPORT AJR-02 GEOTECH MCAL Sheet 4 of 5 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/6/2013 Field Engineer: Andrew Rikli T ,i s6 yp � a b • ue -1-4' t „+ ' S � v` a v u a • �y '°ilk. :*' €�« .6 fY+`�R '' '� ..t+,.},�Lv._ N,.f :.. *�.�i .aex" Looking down from the north side of the trench as SP is stabilizing the base of the trench by pumping the water down with a with a trash pump. Attachments: Initials AJR ROCKRIDGU GEC7TECHIICAL FIELD REPORT AJR-02 Sheet 5 of 5 lc Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/6/2013 Field Engineer: Andrew Rikli .r : - —¢ 'Y x s a g o , 0 Z'•'-•,-,' �E i„. J. i, c r s f' ,::,,,..4. ,2' c' .. f r a Cis" •-`•,� 9�" tom_ `� ""`+3 � "° ��^� r�` k r r.'tt,:,4 -t. ''.• /. s'kt,k'' • ' 4. '• ,414 !titt,,;1"-,; ,„,•,,, , ,,r0 4„: to " d�4` � ��@ � �8 � �.,•,..,!4°.,1 1,''4', .6.,k-.---",",k;*, ' ';(•:;',74,''''''' " . Pte, , 4444,,vikt °. h k T ' � aY'yB` � '` 4441442"'' Wa x°'A'k+#w Looking west at the progress SP has made by 1:30pm today. Attachments: Initials AJR ROCKRIDGE l GEOTECHNICAL FIELD REPORT-AJR-01 Sheet 1 of 4 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/5/2013, Wed. Field Engineer: Andrew Rikli To: Logan Medeiros Time: 10:00am— 10:45am Weather: clear, warm Reviewed by: Date: I arrived on site as scheduled by Logan Medeiros,the project manager with Rockridge Geotechnical, to collect a bulk sample of native soil from a trench for a new storm drain (SD) line being installed by Sanco Pipelines (SP), the underground utility contractor. SP was digging a SD line trench at South Bascom Ave. in the northeast corner of the site. The soil that was being removed was light brown silty sand. The trench was approximately 11 feet in depth at this location. They were shoring using speed shores. I spoke with Joey, the foreman for SP, who told me they would only be digging about 15 feet of trench today, but they would be working at full capacity beginning tomorrow. Attachments: Initials AJR yROCKRIDGL GEOTLCHNICAL FIELD REPORT AJR-01 Sheet 2 of 4 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/5/2013 Field Engineer: Andrew Rikli ' .‘ Y y V ,f , „�,,, w4„,. 4 ; � � ;." art` s ' '6, ' t r4` : r , ,� «r «`«ma40 1 .Irv; t '' **,f ';„ N. e.,..:4 ylY e� ,:. y� tA� co , I ,,, L " Looking down into the trench (and southeast)below the curb at South Bascom Ave. Attachments: Initials AJR ROCK RIDGE IN GEOTECI-INICAL FIELD REPORT AJR-01 Sheet 3 of 4 Project: 1677 South Bascom Ave., Campbell Project No: 13-545 Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/5/2013 Field Engineer: Andrew Rikli � +� a „ v rn < q." s , $ w^ }lam« " 'A 7."!X ,, _ "a ae g a p' i arig...-00 ,. r •,e _ ?,,, a ;•t,-cor sib a.1.kMr> , .,.tr Looking east as SP is surveying the bottom of the trench at South Bascom Ave. Attachments: Initials AJR L\xCCKRr1LGL CEOTECIINICA[ FIELD REPORT AJR-01 Sheet 4 of 4 Project No: 13-545 Project: 1677 South Bascom Ave., Campbell Subject: CONSTRUCTION OBSERVATION DAILY REPORT Date: 6/5/2013 Field Engineer: Andrew Rikli ../;e4::./li '-'4,::::Y-. ,,,,,. 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II <� / 'w , (..1 M I 4,tf1 I, xf ; r-' '' ' ` STREET LIGHT-CONDUIT V., ` A I. • „1-. \ . - 1 -I w% W aYtr � t - 'r y PG&E ELECTRIC t,3t° � / A. • mow, z�< e. `, v .„ 4 .d'"w,x __.sue• .. �+• _. " . G' --- r K aC + ' 3'{. 1 i 1 ' . lk 1- s ue J1 .. n ate/ ., d^ 16 PTIC CSI L ♦ a`► •-j^+r .1 a r. - a1 ,: 1. 1� : R F WI CD .Jr. Lt.! POTHOLE EXHIBIT PHOTO 003 J 0 i BY: C.H. Civil Civil Engineers • Planners • Surveyors 5/16/2013 DATE: ill Engineering 224 Airport Parkway, Suite 525 San Jose, CA 95110 SCALE: - 2 of 4 lir Associates T: (408) 453-1066 JOB NO. 11-127 SHT.NO. 00 • • i+ .+ -. yam..' r .r I'v�ra98�" :. 4P,ItalatIMOfro~- ' — — y kil. 4, a.1,V4I. , 4 „y I T V y >. 3 { _ f i ' � :::,,,,,��y����i,��.' { yr• ~ �S! 4 may, ^. V ifY. - '1 - ''M;4. A N' S lif l . 1r A 1.1 w rf) • i PG&E ELECTRIC • ,�1. �,'T" ` (B "OP gar ,~ '` m _, .� I,riY<7+ .r1: v _0" I"" W POTHOLE EXHIBIT PHOTO 004 O r BY: C.H. 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