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Home My WebLink About2202 PLAZA DE LAS FLORES; ; CB091589; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-30,·2009 Miscellaneous Permit Permit No: CB091589 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: 2202 PLAZA DE LAS FLORES CBAD MISC Subtype: REPAIR 2152322053 Lot#: 0 $75,000.00 ~ &2204,2206,2208,2210: LA COSTA VILLAGES//FOUNDATION REPAIR-CITY DOES NOT Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: RAD CONSTRUCTION TRIGUEROS MICHAEL 3479 CITRUS ST LEMON GROVE CA 91945 619 698 4621 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES Total Fees: $887.00 Inspector: PO BOX 94 CARDIFF CA 92007 PERMIT FEE Total Payments To Date: $887.00 Balance Due: FINALAPP OVAL Date: Clearance: ISSUED 09/28/2009 JMA 09/30/2009 09/30/2009 $887.00 $0.00 $0.00 $887.00 $0.00 NOTICE: Please take NOTICE t at approval of your project Includes the "Imposition" of fees, dedications, reseivations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any h I Tl imil r hi h' f limi , n h City of Carlsbad Bldg Inspection Request For: 05/24/2010 Permit# CB091589 Inspector Assignment: PY --- Title: &2204,2206,2208,2210: LA COSTA Description: VILLAGES//FOUNDATION REPAIR-CITY DOES NOT GUARANTEE FIX Type:MISC Sub Type: REPAIR Phone: 6195723001 Job Address: 2202 PLAZA DE LAS FLORES Suite: Lot: 0 Location: Inspector: ----- OWNER TRIGUEROS MICHAEL Owner: TRIGUEROS MICHAEL Remarks: Total Time: Requested By: CLAYTON Entered By: JANEAN - _____ ft{:ct omments 19 Final Structural ·--···---- CD Description Comments/Notices/Holds Associated PCRs/CVs Original PC# PC090026 lns(;!ection Historl Date Description 04/14/2010 11 Ftg/Foundation/Piers 03104/2010 11 Ftg/Foundation/Piers 03/04/2010 12 Steel/Bond Beam 02118/2010 11 Ftg/Foundation/Piers 02/18/2010 12 Steel/Bond Beam 02/04/2010 11 Ftg/Foundation/Piers Act lnsp AP PY AP PY AP PY AP TP AP TP Comments EXT FTG INTERIOR FOUNDATION REPAIR SLAB REIVS AND GB S UNITS 2002,2204,2206 PA PY SEE PLAN Laboratory Test Report Concrete ( 4x8) Compressive Strength Test Report File Number: 1012027 Project Title: Solid Rock Engineering Project Location: 2212, 2214 Plaza De Las Flores, Carlsbad, Ca Architect: n/a Engineer: Burkett and Wong Permit No: Contractor: R.A.D Plan File No: City of (arlsbad Location In Structure: La Costa Village -Grade Beams and Slab Repair for 2212 and 2214. Material Supplier: Robertsons Mix Designation: 72001 Admixture(s): Type A Time In Mixer: 50 minutes Slump Inches: 4.25 Air Content: Air Temp: 68 degrees F Unit Weight Plastic/Dry, pcf: I Truck Number: 641 Concrete Temp: 73 degrees F Samples Made By: Client Ticket Number: 7020996 Samples Tested By: RT Laboratory Number 1003306 1003307 1003308 1003309 Mark On Samples L.C.V Date Made 4/16/2010 4/16/2010 4/16/2010 4/16/2010 Date Received 4/20/2010 4/20/2010 4/20/2010 4/20/2010 Date Tested 4/23/2010 5/14/2010 5/14/2010 5/14/2010 Diameter, Inches 4.00 4.00 4.00 4.00 Area, Square Inches 12.57 12.57 12.57 12.57 Maximum Load, Pounds 55,570 84,680 83,900 80,250 Compressive Strength, psi 4420 6740 6670 6380 Age Tested 7 Days 28 Days 28 Days 28 Days Required 28 Day Strength, psi 4500 4500 4500 4500 Fracture Type 1 1 1 Specimen sampling, identification and notations regarding field inspection were provided by others. Only specimen curing from the time of receipt and compressive strength testing were performed by this agency in accordance with the applicable ASTM C39 standards. This agency makes no other warranties express or implied. Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end, vertical cracks running through caps,no well defined cone on other end; 3 -Columnar vertical cracking through both ends, no well formed cones; 4 -Diagonal fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbooded caps); 6 -Similar to type 5 but end of cylinder is pointed. Respectfully, 12_1]~~ R. Dougla;;~vins, PE, GE Principal Geotechnical Engineer GE 2568, expires December 31, 2010 Distribution: (1) Client, by email 61000268-Q6 la Costa Village 10 0416 Concrete.doc Stl Souo ROCK ENGINEERING, INC. GEoTECH#lCAL AND NATEIUAI.S ENGI#EERD«i Co#SULTA#15 PO Box 600277, SAN OzESO, CAUFORIUA 92160 619.851.8683 PH-, 866.2$5.9511 FAX www.SouoRoacENGI#EEllS.CO# OWNER: ARCHITECT: ENGINEER: 3t ...c::: \c., :r\: y \6J]¥ ± CONTRACTOR: tz_~a ~S.-'-----,--- SUB•CONTRACTOR: TYPE OF INSPECTION: ~f~- MATERIAL15/ EQUIPMENT USED: ~ WEATHER: c l e c.. < APPLICATION No,: PERMIT NO,: PLAN FILE NO,: AGENCY PROJECT NO,: AGENCY APPROVAL No.: This report does not relieve the contractor of his responsibility to build per the plans, specifications and applicable codes. CERTIFICATE OF COMPLIANCE: To the best of my knowledge, the above reporfed work, unless otherwise noted, is in general conformance with the approved plans. specifications, and the applicable provisions of the governing standards. Work is in Progress ___ Work is Complete ___ Initials __ _ Time Out any of Report Recipient t'"'·"' ~'.7: OT Hours No. of Samples SRE Agent's Name; & License, Registration, or Certification (e.g. ICC Concrete) SOLID ROCK ENGINEERING, INC. GEOTECHNICAL ANO MATERIALS ENGINEERING CONSULTANTS PO Box 600277, SAN DIEGO, CALIFORNIA 92160 619.851.8683 PH., 866,255.9~1J f;AX www.SouoROCKENGINEElfS,COH .?. '< ~OUD Roc~,f,NGINEERING, INC. -7'.E'.RMS f ND CONDIT!ONS FOR ~RO:£SS!O,,AL .~E~Y,C~S This agreement between Sooo ROCK ENGINEERING, INC. (SRE) and the client in this agreement (Client) for services to be provided by SRE (Services) at the project described herein (Site) is made on the foll~ terns and-conditions: • ,\ o;i<, 1. Payment Unless other terms are pretented In this document, Client shall pay each invoice in full ~O days after invoi~ date. A late charge·of 1'.2°/o per·. oi1" month shall be due on all amounts past due until paid. Client agrees to pay all atomey fees, collection and court costs incurred bySRE 1n collecting any w') amount due it SRE may, if it so elecl$, be)lxcused from performing any work for Client if any invoice is not paid when due. . :J} 2. Scope of Services. Unless provided for specifically in this agreement, SRE shall not specify construction procedures, sequences, or techniques; manage, direct or supervise construction work; or evaluate, implemeq~ or be responsible for job conditions, including health and safety matters. Client assumes sOH18spqnsibility fpr determining whether the Services ordered t,iy Clierit are.sufficient for Client's intended purpose. Unless otherwise provided in this agreement te~mony in ot the_, c providing if opinions for use in any legal proceeding, including arbitralon and deposition, are not induded in Services. ,,.1. 3. Safety. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be.responsible for \h-e , safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if he conside~·, any of the recommended actions presented herein to be unsafe. ' • 1 • 4. Perfonnance Standard Services shall be performed with the sltlls and care ordinarily exercised by ij'}e members of SRE's profession iA :he.locality of.V,e Site:\,:,· SRE's reports are statements of opinion and are not to be relied upon as representations of fact SRE makes no other representation or warranty. expresselbr implied, regarding the Service. 5. Delays. If SRE is delayed in the performance of the Services or if such performance is interrupted due to changes in the scope of the Services required by Client, Site conditions or other matters beyond the control of SR:. Client shall pay SRE all costs incurred by SRE as a result of the delay or interruption, inciuding reasonable compensation for demobilization and remobilization. Should any delay or interruption delay performance of the Services for more than 60 daysSRE may elect to terminate this agreement upon 10 days written notice to Client. 6. Project Conditions, Prior to commencement of the Services, Client shall nolify SRE in writing of any known or potentially dangerous or hazardous condition, whether latent or patent, at the Site and any subsurface condition that may affect the performance or cost of the Services. SRE may suspend Services upon discovery of any such undisclosed condition and Client shall be responsible for all work required to eliminate or adjBt for such a condition. Under no condition shall SRE be liable for damage to any subsurface structure unless Client has disclosed the location and nature of such structure in writing to SRE prior to commencement of the Services. Client shall arrange forall Site access required by SRE for performance of the Services. 7. Environmental Matters. Unless disclosed in writing by Client prior to execution of this agreement, Client represents that the site contains no underground storage tanks or hazardous, toxic or flammable materials. Upon the discovery of any such item or material, SRE may suspend Services until Client remediates the condmon. Client shall be responsible for compliance with all applicable laws regulating rnovemen~ disposal and monitoring of sch conditions and materials and to report the existence of such matters as required by law. 8. Indemnify. SRE shall indemnify and defend dient and its directors, officers, employees, agents, and subcontractors from and against all claims, demands, suits, arbitrations, liabilities, judgments, losses, and costs induding attorney fees incurred as a result of the negligent performance of the Services. 9. Llmltation of Liability. The maximum aggregate liability of SRE and its directors, offic.ers, employees, agerS and subcontractors, in perfo,mlng the Services or breach of this agreement (111cluding any daims for attorney fees) shan be the greater of $50,000 or the fee paid by the Cfient for the Se!vk:es. • ' 10. Sample Disposal. All samples, specimens and cores may be disposed of by SRE upon completion of its testing and a~s·untess olherMse agreed in writing. 11. Ownership of Documents.. Drawings, reports, specifications, and other documents prepared bySRE or Hs subconsultants or subcontractors are lnslruments of Service for use solely with respect to this project. This includes documents in electronic form.SRE or its subconsultants or subcontractors shaU be deemed the authors and owners of their respective Instruments of Service and shall retain an common law, latutory and other reserved rights, including copyrights. The Instruments of Service shall not be used by the owner for future additions or alterations to this project or for other projects, without the prior written agreement ofSRE. Any unauthorized use of the inslruments of service shall be at the owner's sole risk and without liability toSRE or its subconsultants or subcontractors. · 12. Assignment Client may not assign or otherwise transfer any interest in this agreement without prior written consent oSRE and no assignment of transfer shall relieve Client of any liability hereunder. 13. Mediation. Any claim or dispute arising out of the making of this agreement or the performance of the Services shall be resolved by mediation before the Ame11can Arbitratioo Association pursuant to its Commercial Arbitration Rules at a location in the vicinity of the Site and before a single mediator. To be eligible to serve as mediator, one must be a licensed civil or structural engineer or general building contractor witra minimum of 5 years experience as such a ticensee. The prevailing party in the mediation proceeding, as determined by the mediation, shall be entitled to recover its reasonable attorneys fees. The provisions of this paragraph shall not apply, ifSRE so elects, to collection actions which seek to recover amounts dueSRE on unpaid invoices. 14. Integration and Modification This agreement sets forth the entire agreement between the parties and supersedes all prior representations,:negotiations. . proposals and quotations, whether oral or written. There are no representations, warranties or understandings between the parties el(cepl 8$ set forth herein. ,Any amendment to this agreement shall not be binding unless in writing signed by both parties hereto. ABBREV/A TED SCHEDULE OF FEES-. UNLESS OTHERWISE AGREED UPON PROFESSIONAL STAFF: -Prfncipal Engineer Project Engineer/ Geologist I Architect Staff Engineer I Geologist I Architect Special Inspector (concrete, masonry, SS, etc.) :, Soil T eclinidart w/ nuc. gauge or ottier equipment Prevailing Wage Increase-minimum, to be negotiated Deposition, 4 hour min. (plus travel & expenses) Testimony, 2 hour mln. (plus travel & expenses) Fees for additional tests or seivices can be provided upm requesl ) . :j ')( v\ Proposal Simple T pmpiate 09 Q9,doc \ ,, , •'j, Price (per hr.) $150 $120 $90 $75 $75 $15 $275 $200 QUOTE SELECTED LAB TESTS: Chloride or Sulfate Content of Soil, CTM 422 Resistivity and pH of Soil, CTM 643 Expansion Index, D 4829, UBC 18-2 Lab Compaction Test (Max Dens. Curve), D 1557, CTM 216 Lab Compaction Test w/ Rock C00'8Ction, D 1557, D4718 Moisture Content, D 2216 Plasticity Index/ Liquid Limtt (Atterberg Limits), D 4318 R -Value (Minimum 3 p1s.), CTM 301 ConCfele C~inders or Grout Prisms-compressive strength Concrete Cores or Masonry 1/2 Prtsms-WTlpressive strength Prlte (pert~~) $60 S125 $150 $180 $220 $20 $150 $275 $30 $80 ' . ' J · Page 2 0,2,.,7 SOuo ROCK ENGif!.EfRiNf;, lNCf GEOTECHNICALANDHATERJALSEIWiJNEEJUNQCo/tSIJLTAN11S ~ P08ox600277,SAN DJEGo, 0.WORNIA 92%60 61.9.851..8683 PH., 866.255,9511 FAX WWW,SouoRoacENGINEEIIS.C0/11 Laboratory Test Report Concrete ( 4x8) Compressive Strength Test Report FIie Number: 1012027 Project Title: Solid Rock Engineering Project Location: 2210 and 2212 Plaza De Las Flores Architect: n/a Engineer: Burkett and Wong Permit No: Contractor: RAD Construction Plan File No: Location In Structure: La Costa Village Foundation Repair -Perimeter Footings, Interior Tie Beams and Slab Replacement. Materla1 Supplier: Mix Designation: Admixture(s): Time In Mixer: Air Content: Air Temp: Truck Number: Samples Made By: Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Robertsons 72001 n/a Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 95 minutes 62 degrees F 653 alent 1001312 cos 2/5/2010 2/9/2010 2/12/2010 4.00 12.57 43,330 3450 7 Days 4500 Slump Inches: 3.50 Unit Weight Plastic/Dry, pcf: I Concrete Temp: 64degrees F Ticket Number: 6844373 Samples Tested By: CN DH 1001313 1001314 1001315 2/5/2010 2/5/2010 2/5/2010 2/9/2010 2/9/2010 2/9/2010 3/5/2010 3/5/2010 3/5/2010 4.00 4.00 4.00 12.57 12.57 12.57 63,030 64,770 63,480 5010 5150 5050 28 Days 28 Days 28 Days 4500 4500 4500 1 2 2 Specimen sampling, Identification and notations regarding field Inspection were provided by others. Only specimen curing from the time of receipt and compressive strength testing were performed by this agency in accordance with the applfcable ASTM 09 standards. This agency makes no other warranties express or Implied. Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end, vertical cracks running through caps,no well defined cone on other end; 3 -Columnar vertical cracking through both ends, no well formed cones; 4 -Diagonal fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbonded caps); 6 -Slmffar to type 5 but end of cylinder Is pointed. The samples represented in this report were prepared and tested by agents of Solid Rock Engineering, Inc. A review of this data indicates that the 28-day compressive strength of th s~ e ,Jested meets or exceeds project requirements. Respectfully, -r , ,,.,1-.·.··.111 1 . t,-:/ / V----' --.. , - R. ~:ugla: ;tins, PE, GE Principal Geotechnical Engineer GE 2568, expires December 31, 2010 Distribution: (1) Client, by email 661000268-06 La Costa Village 10 02 as Concrete.doc Souo ROCK ENGINEERING, INC. GEOTECHNICAI.AND NATERIAIS E#GzNEERlNG Co#sULTAIITS PO Box 600277, 5'N D.rEGO, CAUFORNIA 92160 619.851,8683 PH-, 866,255.9511 FAX www.SouoRoCKENGINEERS.COH oc; Jc.S-_ '?<r: ~ ~ l 2 0 7_-f ~ /)v SOLID 6'OCK ENGINEERING, INC. -DAlf. REPORT ,,.., PROJECT NAME: . • L C DAY AND DATE: PROJECT ADDRESS; PROJECT No,: :f;L,Ja,, -d, TYPE OF INSPECTION: MATERIALS/ EQUIPMENT USED: WUTHER: INSPECTION SUMMARY: Locatio m feted, job problems, no. and type of test samples taken, remarlcs, e ation about quant e contractor of his responsibility to build per the plans, specifications and applicable codes. RTIFIC COMPLIANCE: To the best of my knowledge, the above reported woljvuhless otherwise noted, is in gene~n191J11nce with the approved plans, spe · · s, and the applicable provisi011s of the governing standards. Wor11 is in Progress _v" __ I Wor11 is Complete ___ Initial~ Time Out *Terms and Conditions on reverse side, unless otheiwise agreed upon. OT Hours License, Registration, or Certification (e.g. ICC Concrete) Souo ROCK ENGINEERING, INC. GEOTECHNICAL AND MATERIALS ENGINEEIIING CONSULTANTS PO Box 6002771 SAN 01Eti01 CAURHINIA 921.60 61.9.851..8683 l'H,1 866.255.951.1. FAX w-.SouoRocKENGINlERS.COH SOLID ROCKE /RING, INC. -TERMS AND CONDITIONS FOR PROFESS/ SERVICES This agreement between SOLJD~ai;,tEN~G, ~ '{$RE) and .tl;le tlient_jr)tl)is ag~nt (Cli~) for services e prOvidectby SRE (Services) at the project described herein (Site) is made on the following terns and conditions: 1. Payment Unless other terms are preMnted in this document, Client shall pay each invoice in full 10 days after invoice date. A late charge of 1½% per month shall be due on all amounts pas! due llniil'paid. Client agrees to pay all atomey fees, collection and court costs incurred bySRE in collecting any amount due it SRE may, If it so elects;be excused-front performing any woridor Clientif any invoice is not paid when due. 2. Scope of Services. Unless provided fur specifically in this agreement, SRE shall not specify construction procedures, sequences, or techniques; manage, direct, or supervise construction work; or evaluate,. implemen~ or be responsible for job conditions, including health and safety matters. Cfient assumes sokresponsibility for · determining whether the Services orde~ by Client are;$U(ficient for Client's intended purpose. Unless otherwise provided in this agreement testimony in or the providing if opinions for use in any legal J)fQCeeding, inc\u$g arbitrabn and deposition, are not included in Services. 3. ~ This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. 4. Perfonnance Standard Services shall be performed with the SMlls and care ordinarily exercised by the members of SRE's profession in :he locality of the Site. SRE's reports are statements of opinion and are not to be relied upon as representations of fact SRE makes no other representation or warranty, expressemr implied, regarding the Service. 5. Delays. If SRE is delayed in the performance of the Services or if such performance is interrupted due to changes in the scope of the Services required by Client, Site conditions or other matters beyond the control of SR:. Client shall pay SRE all costs incurred by SRE as a result of the delay or interruption, induding reasonable compensatiOn for demobilization and remobilization. Should any delay or interruption delay performance of the Services for more than 60 daysSRE may elect to terminate this agreement upon 10 days written notice to Client. 6. Project Conditions. Prior to commencement of the Services, Client shall nolify SRE in writing of any known or potentially dangerous or hazardous condition, whether latent or patent. at the Site and any subsurface condition that may affect the performance or cost of the Services. SRE may suspend Services upon discovery of any such undisclosed condition and Client shall be responsible for all work required lo eliminate or adjst for such a condition. Under no condition shall SRE be liable for damage to any subsurface structure unless Client has disclosed the location and nature of such structure in writing to SRE prior to commencement of the Services. Client shall arrange forall Site access requi~ by SRE for performance of the Services. 7. Environmental Matters. Unless disclosed in writing by Client prior to execution of this agreement, Client represents that the site contains no underground storage tanks or hazardous, toxic or flammable materials. Upon the discovery of any such item or material, SRE may suspend Services unfit Client remediates the condition. Client shall be responsible for compliance with all applicable laws regulating movement, disposal and monitoring of sch condifions and materials and to report the existence of such matters as required by law. 8. Indemnity. SRE shall indemnify and defend client and its directors, officers, employees, agents, and subcontractors from and against all claims, demands, suits, arbitrations, liabilities, judgments, losses, and costs including attorney fees incurred as a result of the negligent performance of the Services. 9. Limitation of Liability. The maximum aggregate liability of SRE and Its directots, officers, employees, ageri and subcontractors, in performing the Services or breach of this agreement (induding any claims for attorney fees) shall be the greater of $50,000 or the fee paid by the Client for the Services. 10. Sample Disposal. All samples, specimens and cores may be disposed of by SRE upon completion of its testing and analysis unless otherwise agreed in writing. 11. Ownership of Documents. Drawings, reports, specifications, and other documents prepared bySRE or its subconsultants or subcontractors are Instruments of Service for use solely with respect to this project. This includes documents in electronic formSRE or its subconsultants or subcontractors shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, latutory and other reserved rights, including copyrights. The Instruments of Service shall not be used by the owner for future additions or alterations to this project or for other projects, without the prior written agreement ofSRE. Any unauthorized use of the Instruments of service shall be at the owner's sole risk and Without liability toSRE or its subconsultants or subcontractors. 12. Assignment Client may not assign or otherwise transfer any interest in this agreement without prior written consent oSRE and no assignment of transfer shall relieve Client of any liability hereunder. 13. Mediation. Any claim or dispute arising out of the making of this agreement or the performance of the Services shall be resolved by mediation before the American Arbitratioo Association pursuant to its Commercial Arbitration Rules at a location in the vicinity of the Site and before a single mediator. To be eligible to serve as mediator, one must be a licensed civil or structural engineer or general building contractor witta minimum of 5 years experience as such a licensee. The prevailing party in the mediation proceeding, as determined by the mediation, shall be entitied to recover its reasonable attorneys fees. The provisions of this paragraph shall not apply, ifSRE so elects, to collection actions which seek to recover amounts dueSRE on unpaid invoices. 14. Integration and Modification This agreement sets forth the entire agreement between the parties and supersedes all prior representations, negotiations, . proposals a~ QU£!!a~§. whether oral or written. Theqi;are no representations, warranties-or understandings between the parties ei<~ as set forthlfierem'. MY · rl-Y amendment to this ag~ll_),E;n\ ~~~II not br, bindig~ _unl~f in writing signed by both parties hereto. . ABBREVIATED $Cl:{EDULE OF FEES-UNLESS OTHERWISE AGREED UPON • . ,1 . P.ROF.ESSI_ONAL STAFF: , Prindpai Eng'neer '--ProjecfEngineer / Geologistt Architect Staff Engineer/ Geologist I Architect Special Inspector (concrete, masonry, SS, etc.) Soil Technician w/ nuc. gauge or other equipment , P[~ling Wage ;lncre~sq-minlmum; !Q be ne@tiat~ 11 Deposition, 4 hour min. (plus travel & expenses) Testimony. 2 hour min. (plus travel & expenses) Fees for additional tests or S€1Vices can be provided upo, request s,~~'.~\? :i:> i r C •\j . •.. •,\!' .• i . ';_,. ~ ~-~ Price (per hr.) $150 $120 $90 $75 $75 5115; $275 $200 QUOTE t I ' SELECTED LAB TESTS: ' Chloride or Suffate Content of Soil, CTh1422 Resistivity and pH of Soil, CTM 643 Expansion Index, D 4829, UBC 18-2 Lab Compaction Test (Max Dens. Curve), D 1557, CTM 216 Lab Compaction Test w/ Rock Cooection, D 1557, D4718 · Moisture, Content, D 2216 Plasticity Index/ Liquid Limit (Atterberg Limits), D 4318 R • Value (Minimum 3 pts.), CTh1 301 Concrete C)'iinders or Grout Prisms-compressive strength C-On<;rete Cores or Masonry 1/2 Prisms-compressMi strength -. -11r1~•-·" . !pl), lest) $60 $125 $150 $180 $220 . $20 $150 ., $275 $30 $80 Souo ROCK ENGJNEff!ING; INC./ " Gw11iCHNlCALANDHATERIALSENGiitfE~CoN$1JLTANTS . P0Box600277,SAN IJIEGf'i.~RN"fA 92J60. ,f 619,851.8683 PH-, 866.255.9S11 FAX www.SouDRoacENGIWEERs.COH La Costa Village Board of Directors c/o Ms. Sherry Winslow 2208 Plaza de las Flores Carlsbad, California 9009 Subject: Summary of Pipe Pile Installation Observations for La Costa Village Condominiums Repair Project 2208 Plaza de las Flores, Carlsbad, California 92009 May 19, 2010 Project No. 61000268-06 Reference: "Limited Geotechnical Engineering Evaluation Report for La Costa Village Phase II Evaluation Project, 2208 and 2212 Plaza de las Flores, Carlsbad, California 92009," 2007, Prepared by Solid Rock Engineering, Inc., Project 61000268-02, Dated August 3, Revised August 26, 2009 Dear Ms. Winslow, We have drafted this letter as requested regarding the recent pipe pile installations for the subject foundation repair project. This letter has been presented to address our observations on site of the pipe pile installation. Our services included approximately 30 visits between January 18 and March 31 2010. During that time eighty-seven pipe piles were driven to refusal through the undocumented fill and into the underlying Santiago Formation SILTSTONE. Refusal was encountered between 15 and 41 feet below existing grade. Following driving, the pipe piles were load tested to check that they were driven to refusal. We have included a table summarizing the pile driving operations, pile length, and load test data and attached sketches indicating the approximate pile locations. Based on our experience, it is our opinion that the pipe piles were installed in general accordance with our referenced report. In addition to the pipe pile installation, we monitored construction of the reinforced concrete slab and foundation improvements. It is our opinion that those improvements were also made in general accordance with the project documents. We appreciate the opportunity to be of service to you on · please feel free to contact the undersigned at 619.851 .8 Respectfully, 1Zglasl is.~ . · NO. 2568 \ l ~ EXP.\1/~l•V>-* Principal Geotec nical Engineer GE 2568, expires December 31 , 2010 61000268-06 La Costa Village Condomimiums Repair Project Pipe Pile Installation Report.doc Slll 5oLID ROCK ENGINEERING, INC. GEOTECHNICAL ANO HATERIALS ENGINEERING CONSULTANTS PO Box 600277, SAN DIEGO, CAUFORNIA 92160 619.851.8683 PH., 866.251.9511 FAX www.SouoRocKENGINEERS.CO/lf 2202 ~LA-2.4-~ LAS -+l_OR,(5S C.6 d9 /5'89 La Costa Village Board of Directors c/o Ms. Sherry Winslow 2208 Plaza Bonita Carlsbad, California 92009 April 14, 2010 Project No. 61000268-06 Submitted via e-mail (sherry@sherrywinslow.com and info@RADConstroctionlnc.com) Subject: Summary of Observation Services for Units 2212 and 2214 at La Costa Village Condominiums Foundation Repair Project Plaza de las Flores, Carlsbad, California 92009 Dear Ms. Winslow, In accordance with your request, we have been monitoring the repair operations at the subject project. The intent of this particular letter is to state that we have monitored the installation of the pipe piles, excavation of the grade beams, and installation of the reinforcing steel within the grade beams and slabs for units 2212 and 2214. Based on our observations and review of our geotechnical report and the plans prepared by Burkett & Wong, it is our opinion that the work indicated herein has been performed in general accordance with the project documents and that the grade beam and slab excavation at the indicated units is ready for concrete placement. We sincerely appreciate the opportunity to provide our services to you for this project. Should you have any ques- " tions regarding this letter, please feel free to contact the 1 . ,~. Respectfully submitted, SOLID ROCK ENGINEERING, INC. £ R. Douglas Pro ins, PE, GE Principal Engin er GE 2568, Expires December 31 , 2010 Distribution: Addressee 610002~ La Costa Village Ready for Concrete Letter Part II.doc SlC NO. 256 E.)(P .tk•1 l· r:, ... Souo ROCK ENGINEERING, INC. GEOTECHNICAL ANO #ATE/UAI.S ENGINEEIUNO Co#svLTANTS PO Box 600277, SAN DIEGO, CAUFO/fNIA 92160 619.851.8683 t>H., B66.255.9511 FAX WWW.S0UDROCl(ENG1NEEIIS,COH March 4, 2010 Project No. 61000268-06 La Costa Village Board of Directors do Ms. Sherry Winslow 2208 Plaza Bonita Carlsbad, California 92009 Submitted via e-mail (sherry@sherrywinslow.com and info@RADConstructionlnc.com) Subject: Summary of Observation Services for Units 2202, 2204, and 2206 at La Costa Village Condominiums Foundation Repair Project Plaza de las Flores, Carlsbad, California 92009 Dear Ms. Winslow, In accordance with your request, we have been monitoring the repair operations at the subject project. The intent of this particular letter is to state that we have monitored the installation of the pipe piles, excavation of the grade beams, and installation of the reinforcing steel within the grade beams for units 2202, 2204, and 2206. Based on our observations and review of our geotechnical report and the plans prepared by Burkett & Wong, it is our opinion that the work indicated herein has been performed in general accordance with the project documents and that the grade beam excavation at the indicated units is ready for concrete placement. We sincerely appreciate the opportunity to provide our services to you for this project. Should you have any ques- tions regarding this letter, please feel free to contact the u Respectfully submitted, SOLID ROCK ENGINEER/NG, INC. f□;22,.t: Principal ~s~~: GE 2568, Expires December 31, 2010 Distribution: Addressee 61000268-06 La Costa Village Ready for Concrete Letter.doc Sll NO. 2568 m ~ ~~·'S l· 'toj9 :r, ~ EXP.U,,:.~-::..---I * n ,.,. •·:O EC'c\ F Cr>: Souo ROCK ENGINEERING, INC. GEOTECH#ICAL A#D #ATEltlALS E#6I#EEIU#6 Co#svLTA#TS PO Box 600211, SA# DIEGO, CAuFOll#lA 92160 619,851,8683 PH., 866,25S.95JJ l'AX www.SouoRoacE#Gl#l!ltllS.COH .. City of Carlsbad Bldg Inspection Request For: 02/18/2010 Permit# CB091589 Inspector Assignment: PY --- Title: &2204,2206,2208,2210: LA COSTA Description: VILLAGES//FOUNDATION REPAIR-CITY DOES NOT GUARANTEE FIX Type:MISC Sub Type: REPAIR Job Address: 2202 PLAZA DE LAS FLORES / / 2-7 ~-, Suite: Lot: 0 Location: OWNER TRIGUEROS MICHAEL Owner: TRIGUEROS MICHAEL Remarks: Total Time: CD Description Act Comments Phone: 6195723001 Inspector:_£_ Requested By: CLAYTON Entered By: CHRISTINE 11 Fig/Foundation/Piers [1....--- Ai!._ ::r/V"/'6(tol-: @vr-/,Pp-/tl\J ,<e ;t/J{J ,L.,, .£CAQ 1t~;t,f 1 __ . -J--f-fi_~.;,._~1:21.P"f t'l,(J (. __ ---· ---------------------~·--··-------··----- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC090026 Inspection History Date Description 02/0412010 11 Fig/Foundation/Piers Act lnsp Comments PA PY SEE PLAN SOLID ROCK ENGINEERING, INC. -DAILY REPO PROJECT NAME: AYAND DATE: PROJECT ADDRESS: ROJECT No.: OWNER: APPLICATION NO.: ARCHITECT: PERMIT NO.: ENGINEER: PLAN FILE No.: CONTRACTOR: AGENCY PROJECT No.: SUB-CONTRACTOR: AGENCY APPROVAL No.: TYPE OF INSPECTION: MATERIALS/ EQUIPMENT USED: WPTHER: INSPECTION SUMMARY: Locations and types of worl< inspected, worl< rejected, worl< in progress, worl< completed, job problems, no. and type of test samples taken, remarl<s. etc. Include informati about quantities of material placed or used, material type and identity, etc. ~·~b-- -----1-=-i~---W:K~"r--Wb,,-U~____.:~~-~~c:.._4~~a,eq--~, ~·..=.x.."-F'-',____..'--"--.....=---"""',.,__ __ s-J. : •~ 5~( ~.,,Jx~ f:'c!;_/l This report does not relieve the contractor of his responsibility to build per the plans, specifications and applicable codes. CERTIFICATE OF COMPLIANCE: To the best of my knowledge, the above reported ~orkiJJnless otherwise noted, is in general~ with the approved plans, specifications, and the applicable provisions of the go~g"standards. Work is in Progress __ L/"_ I Work is Complete ___ Initials~ N ~ep~t 'Tenns and o side, unless otherwise agreed upon. SRE Agent's N e; & License, Registration, or Certification (e.g. ICC Concrete) {2.. ~<}()s '\1avr1r1, f:t:::::. SOLID ROCK ENGINEERING, INC. GEOTECHNICAL AND MATERIALS iElfGINEEltlNG CoNSULTANTS PO Box 600277, SAN DIEGO, CAUFOltNlA 921.60 61.9.851..8683 PH., 866.255.951.1. FAX w-.!iouoROCICENGINEEttS.COH SOLID ROCK ENGINEERING, /NC. -TERMS AND CONDITIONS FOR PROFESSIONAL SERVICES • This agreement between S0t.roRoct< E~IHc. (SRI:) aM1'tciient in this agreentelit (Client) for services to be provided by SRE (Services) at the project desaibed herein (Site) is made on the following terns and conditions: ' ···,1_\ \ .\\ ! . . .. 1. Payment Unless other terms are presented in this pocui:ne(l~~ient shall pay each invoice in full 10 days after invoice date. A late dlarge of 1½% per month shall be due on all amounts past due until ~id.' CfienJ ,ree~,to pay all atomey fees, col(ec!jon and court costs incurred bySRE in c:ollec1ing any amount due it SRE may, if it so elects, be exru~rr6m perfooni~g·any work for Client if any invoice is not paid when due. 2. Scope of Services. Unless provided for specificaliY. in this ~g?eement, SRE shall not specify construction procedures, sequences. or techniques; manage, direct. or supervise construction worll; or evaluate, implemen{ or bd responsible for job conditions, indud1ng health and safety matters. Client assumes so16esponsibility for determining whether the Services ordered by Client ·are sufficient forQient's intended purpose. Unless otherwise provided in this agreement testimony in or the providing if opinions for use in any legal proceeding, including arbitrakln and deposition, are not induded in Services. 3. Safety. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others Is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. 4. Perfonnance Standard. Services shall be performed with the sMlls and care ordinarily exercised by the members of SRE's profession in :he locality of the Site. SRE's reports are statements of opinion and are not to be relied upon as representations of fact SRE makes no other representation or warranty, expressedJr implied, regarding the Service. 5. Delays. If SRE is delayed in the performance of the Services or if such performance is interrupted due to changes in the scope of the Services required by Client Site conditions or other matters beyond the control of SR:. Client shall pay SRE all costs inrurred by SRE as a resutt of the delay or interruption, induding reasonable compensation for demobilization and remobilization. Should any delay or interruption delay performance of the Services for more than 60 daysSRE may elect to tenninate this agreement upon 10 days written notice to Client. 6. Project Conditions. Prior to commencement of the Services, Client shall notify SRE in wribng of any known or potentially dangerous or hazardous condition, whether latent or patent, at the Site and any subsurface condition that may affect the performance or cost of the Services. SRE may suspend Services upon discovery of any such undisdosed condition and Client shall be responsible for all wor1<. required lo eliminate or adjat for such a condition. Under no condition shall SRE be liable for damage to any subsurface structure unless Client has disclosed the location and nature of such structure in writing to SRE prior to commencement of the Services. Client shan arrange forall Site access required by SRE for performance of the Services. 7. Environmental Matters. Unless disdosed in writing by Client prior to execution of this agreement, Client represents that the stte contains no underground storage tanks or hazardous, toxic or flammable materials. Upon the discovery of any such item or material, SRE may suspend Services until Client remediates the condition. Client shall be responsible for compliance with all applicable laws regulating movemen~ disposal and monitoring of ach conditions and materials and to report the existence of such matters as required by law. 8. Indemnity. SRE shall indemnify and defend client and its directors, officers, employees, agents, and subcontractors from and against all daims, demands, suits, arbitrations. fiabilities, judgments, losses, and costs including attorney fees inrurred as a result of the negligent perfoonance of the Services. 9. Limitation of Liability. The maximum aggregate liability of SRE and its directors, officers, employees, agers and subcontractors, In perfoonlng the Services or breach of this agreement (including any claims for attorney fees) shall be the greater ci $50,000 or the fee paid by the Client for the Servioes. 10. Sample Disposal. All samples, specimens and cores may be disposed ofby SRE upon completion ci !ls testing lWld anaysis lllless otherwise ag1l8d in wrililg. 11. OWnfflhlp of Documents. Drawings, reports, specifications, and other documents prepared bySRE or Its subconsuttants or subcontractors are Instruments of Se!vice for use solely with respect to this project. This includes documents in electronic formSRE or its subconsultants or subcontractors shaU be deemed lhe authors and owners of their respective Instruments of Service and shall retain all common law, tatutory and other reserved rights, including copyrights. The Instruments of Service shall not be used by the owner for future additions or alterations to this project or for other projects, without the prior written agreement of SRE. Any unauthorized use of the instruments of service shall be at the owner's sole risk and without liability toSRE or its subconsultants or subcontractOIS. 12. Assignment ,Client may not assign or otherwise transfer any interest in this agreement without prior written consent o5RE and no assignment of transfer shall relieve Client of any liability hereunder. 13. Mediation. Ally claim or dispute arising out of the making of this agreement or the performance of the Services shall be resolved by mediation before the Amefican Arbitratioo Association pursuant to its Commercial Arbitration Rules at a location in the vicinity of the Site and before a single mediator. To be eHgible to serve as mediator, one must be a licensed civil or structural engineer or general building contractor witta minimum of 5 years experience as such a ncensee. The prevailing party in the mediation proceeding, as determined by the mediation, shall be entitled to recover its reasonable attorneys fees. Toe provisions of this paragraph shall not apply, ifSRE so elects, to collection actions whidl seek to recover amounts dueSRE on unpaid invoices. 14. Integration and Modification This agreement sets forth the entire agreement between the parties and supersedes all prior representations, negotiations. proposals and quotations, whethet c,njorwiitten;: !f.here are no~resentations, warranties pr understandings between the parties except as ~t forth herein. Ar;iy ; ,. . amendment to this ag,w111_!irt shall not~ binqing unless in writing signed by both parties hereto . . ABBRE\IIA TED SCHEDULE OF FEES-UNLESS OTHERWISE AGREED UPON f . ' PROFElJSl~-S~~;;; ... Prinopal Engineer Project Engineer/ GeologisTTAiaiilect-.•. . --. Staff Engneer / Geologist/ An:hilect Spe<::ia lnspecla-(coooete, masonry, SS, etc.) Soil T echnidan w/ nuc. gauge or other eqUipment Prevailing Wage lna-easeLMnumJto be negotiated l. I '" Deposition, 4 hour min. (Jiis travel & expenses) Testimony, 2 hour lllll. (plus travel & expenses) Fees for additional tests or SeMalS can be provided upm requesl Price (per hr.) $150 •. $120 - $00 $75 $75.. $16 $275 $200 QUOTE SELECTED LAB TESTS: Chloride or Sulfate Cornant of Soil, CTM 422 ResislMty an<fpH of Soll, CTM 643 Expansion Index, D 4829, UBC 18-2 Lab Compaction Test (Max Dens. Curve), D 1557, CTM 216 ~ Test w/ Rock COIT8dion, D 1557, D 4718 Moisture Content, D 2216 ., • Plasticity Index/ Liquid limit (Attertlerg limits). D 4318 R • Value (Mnmum 3 pts.), CTM 301 Conctete Cylinder1i or Groot Prisms-compressive strength Conaete Cores or Masoniy 1/2 Prisms-COlll/Xl!Ssive strength Price (pertestt $60 $125 S150 $180 $220 ~-$150 1 sns ~-• $80 ·.1iT Souo ROCK ENGINEERlJf(j, INC. GEoTECHNICALANl>HATFRJALSEIIGINfEIUNGCf#isvLTANTY ·:" PO Box 600277, SUi OrEl;O, ~IA 921.6'] 1 61.9.851..8683 PH., llfJ6.2S5.95J.J. FAX www.5ouoRoa<ENG:tN£EIIS.COH : • i it DAY AND DATE: PROJECT ADDRESS: M:'.1103,tz,-Z.r t) PROJECT No.: OWNER: APPLICATION NO.: ARCHITECT: PERMIT No.: ENGINEER: PLAN FILE No.: CONTRACTOR: AGENCY PROJECT NO.: SUB-CONTRACTOR: ENCY APPROVAL No.: TYPE OF INSPECTION: MATERIALS/ EQUIPMENT USED: WUTHER: . INSPECTION SUMMARY: Locations and types of work inspected, work rejected, work in progress, work completed, job problems, ·no. and type of test samples taken, remarks, etc. nclude information about quantities of material placed or used, material type and identity, etc. This report does not relieve the contractor of his respon ib"/llty to build per the plans, specifications and-applicabfe:codes: · · CERTIFICATE OF COMPLIANCE: To the best of my k ledge, the above reportet./unle5!i otherwise noted, is in gen_~ral fu}~ith the app~oved plans, specifications, and the applicable provisions of the governing sta ards. Work is in Progress Work is Complete ___ Initials~ Name, g ure and Company of J ort Recipient 'Terms and Conditions on revers✓s:'de, unless otherwise agreed upon. OT Hours No. of Samples Souo ROCK ENGINEERING, INC. GEOTECHNICAL AND MATERIALS ENGINEERING CONSULTANTS PO Box 600277, SAN DIEGO, CAUFORNIA 92160 619.851.8683 f'H., 866.255.9511 FAX www.SouoRocKENGlNEERS.COH SOLIDROb. • .:/'IMS AND CONDITIONS FOR PROFESSIONAL SERVICES This agreement between Soi.ro.RM<"l!Noal156RWG. .MJ'{SBE) and the-tlieRt itUhiQ agre$11Mt (Client) to\' services to ~e provided ~ SRE (Services) at the project described herein (Site) is made on the following terns and conditions: • 1. Payment Unless other terms are p~~~cfih \hi~ d~ment, Client shall pay each invoice in full 10 days after invoice date. A late charge of 1½% per .. JH •; month shall be due on all amounts iia~~du~llrttil pllfil. Client agrees to pay all atomey fees, collection and court costs incurred bySRE in collecting any ,., si •1 amount due it. SRE may, if it so ele~l:ie'el<<!useoifrl6tnperforming any work for Clientif any invoice is not paid when due. !WO 2. Scope of Services. Unless provideid'fd?spl!dfidl[y in this agreement, SRE shall not specify construction procedures, sequences, or techniques; manage, direct, or1 ' supervise construction work; or evaluate. impfehlelit, ·or be responsible for job conditions, including health and safety matters. Client assumes sokresponsibility fa · Y. :.1 determining whether the Services ordered by Qliem are sufficient for Client's intended purpose. Unless otherwise provided in this agreement testimony in or the :i ::i providing if opinions for use in any legal.proceedir.,g-,411cluding-il/tlitrak:ln and deposition, are not included in Services. . u,~ 3. Safety. This firm does not practice or consullin the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for th~ ,1 v,. safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if he consid~u. M any of the recommended actions presented herein to be unsafe. , ,~w 4. Perfonnance Standard. Services shall be performed with the sMlls and care ordinarily exercised by the members of SRE's profession in !he locality of the Site. SRE's reports are statements of opinion and are not to be relied upon as representations of fact. SRE makes no other representation or warranty. expressetbr 1 ~ 111 implied, regarding the Service. :v, 5. Delays. If SRE is delayed in the performance of the Services or if such performance is interrupted due to changes in the scope of the Services required by Client, Site conditions or other matters beyond the control of SR:. Client shall pay SRE all costs incurred by SRE as a result of the delay or interruption, induding reasonable compensation for demobilization and remobilization. Should any delay or interruption delay performance of the Services for more than 60 daysSRE may elect to terminate this agreement upon 10 days written notice to Client. 6. Project Conditions. Prior to commencement of the Services, Client shall notify SRE in writing of any known or potentially dangerous or hazardous condition, whether latent or patent. at the Site and any subsurface condttion that may affect the performance or cost of the Services. SRE may suspend Services upon discovery of any such undisdosed condition and Client shall be responsible for all wot1( required to eliminate or adjst for such a condition. Under no condition shall SRE be liable for damage to any subsurface structure unless Client has disclosed the location and nature of such structure in writing to SRE prior to commencement of the Services. Client shall arrange forafl Site access required by SRE for performance of the Services. 7. Environmental Matters. Unless disdosed in writing by Client prior to execution of this agreement, Client represents that the site contains no underground storage tanks or hazardous, toxic or flammable materials. Upon the discovery of any such item or material, SRE may suspend Services until Client remediates the condition. Client shall be responsible for compliance with all applicable laws regulating movement, disposal and monitoring of sch conditions and materials and to report the existence of such matters as required by law. 8. Indemnity. SRE shall indemnify and defend client and its directors, officers, employees, agents. and subcontractors from and against all daims, demands, suits, arbitrations. liabilities, judgments, losses, and costs in duding attorney fees incurred as a result of the negligent performance of the Services. 9. Limitation of Liability. The maximum aggregate liability of SRE and its directors, officers, employees, agenli and subcontractors, in perfooning the Services or breach of this agreement (including any daims for attorney fees) shall be the greater of $50,000 or the fee paid by the Client for the Services, 10, Sample Disposal. All samples, specimens and cores may be disposed ol by SRE upon completion of its testing and analysis unless olhetwise agreed in writing. 11. Ownership of Documents. Drawings, reports, specifications, and other documents prepared bySRE or Its subconsultants or subcontractors are Instruments of Service for use solely with respect to this project. This indudes documents in electronic forrnSRE or its subconsultants or subcontractors shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, latutory and mher reserved rights, induding copyrifthts. The Instruments of Service shall not be used by the owner for future additions or alterations to this project or for other projects, without the prior written agreement of SRE. My unauthorized use of the instruments of service shall be at the owner's sole risk and without liability toSRE or its subconsultants or subcontractors. 12. Assignment Client may not assign or otherwise transfer any interest in this agreement without prior written consent oSRE and no assignment of transfer shall relieve Client of any liability hereunder. 13. Mediation. My daim or dispute arising out of the making of this agreement or the performance of the Services shall be resolved by mediation before the American Arbitratioo Association pursuant to its Commercial Arbitration Rules at a location in the vicinity of the Site and before a single mediator. To be eJigible to serve <!_S mediator, one must be a licensed civil or structural engineer or general building contractor witta minimum of 5 years experience as such a licensee. The prevailing party in the mediation proceeding, as determined by the mediation, shall be entiUed to recover its reasonable attorneys fees. The provisions of this f)aragraph shall not apply, ifSRE so elects, to collection actions which seek to recover amounts dueSRE on unpaid invoices. 14. Integration and Modification This agreement sets forth the entire agreement between the parties and supersedes all prior representations, negotiations. proposals and q~taliOOSi Wl:lethern@l~. W!i~P.~ if~re are no representations, warranties or understandings between the parties except as set forth herein.}J~lei111 ,, amendment to this1~11.¥19! shall no\~ "9i~i~l unless in writing signed by both parties hereto. _ ABBREVIATED SCHEDULE OF FEES-UNLESS OTHERWISE AGREED UPON i ., .. 'H,,. ·) ,----~rin~~;-~~i~~~ PROFESSIONAL STAFF: 'Pn:lject'Engineer I Goo10glsrl Ntli.ect Price (per hr.) $150 $120 $90 $75 !~ SELECTED LAB TESTS: Chloride or Sulfate Content of Soil, CTM 422 Resislivity and pH of Soil, CTM 643 · Expansion Index, 0 4829, UBC 18-2 -- .. .Price (peri1e11t) $60 -·$125' $150 $180 $220 Staff Engineer i Geologist I Architect Special lnspeoo (concrete, masonry, SS, etc.) • .SOU echnidan w/ nuc. ga~ or other equipment , P,fevai!ing WagJ IOcteaS§itlffi'lffll/1,!r;JI.\ be negoti~~, Deposition, 4 hour min. (plus travel & expenses) Testimony. 2 hour min. (plus travel & expenses) I . ; ··•1 Fees for additional tests or services can be provided upcn request ' I "?,(\'\ '':)l. '·· \--~00 ) .:\ ... , .\ ... ,[?, ":.\C!.>. • ~N ,. _ SIS tS15 $275 $200 QUOTE Lab Compaction Test(Max Dens. C\:rve), D 1557, CTM 216 Lab Compaction Test w/ Rock Cooection, D 1557, D 4718 Moisture Content, D 2216 Plasticity lnde.x / Liquid Limit (Atterberg Limits), D 4318 · R -Value (Minimum 3 pts.), CTM 301 Concrete C)iinders or Grout Prisms-oompressive strength Concrete Cores or Masonry 1/2 Prisms-oompresSM! strength ,._,itt!t •;,ni; .. $275 i~•diiL u $30 'fli $60 Souo ROCK ENGIN{ERING, lNO.i, GEoTECHNICALANDMATFIUAL$~UIQ~TANTS0 PO Bax600277, SAN DrE(i.9,,._~ 9~6P ,,~ 6J9.sst.8683~i!ltRl.2SS.9st'i~ www.5ot.rDRDa<ENGINffRS.C0H 09·-· ,s 3 er 2.. '"2.. 0 2-"'; f 1.A"<:.A-De LAS ~LC>RC~ ., SOLID ROCK ENGINEERING, PROJECT NAME: • • • .. l A c.ost ~ it l INC. -DAILY REPORT DAY AND DATE: PROJECT ADDRESS: 7.:l-06; Z1.~, Z7J.0 PROJECT NO.: OWNER: APPLICATION No.: ARCHITECT: PERMIT No,: ENGINEER: PLAN FILE NO.: CONTRACTOR: AGENCY PROJECT No.: SUB-CONTRACTOR: AGENCY APPROVAL NO.: TYPE OF INSPECTION: WIIATHER: (oo( J (Ip ( (, / INSP'ECTION SUMMARY: Locations and types of work inspected, work rejected, work in progress, work completed, job problems, no. and type oftest samples taken, remarks. c. Include information about quanli ·es of material placed or used, material type and identit . etc. . -=-~~~~___.::t~~_J&/.:..~__Q_-~~~~c___~L_J.,:ti,.J..I:..J.~~ -(1.....:,.. This report does not relieve the contractor of his'responsibility to build per the plans, specifications and applicable codes. CERTIFICATE OF COMPLIANCE: To the b ot my knowledge, the above repob/ unless otherwise noted, is in genera~ with the approved plans, specifications, and the a pficable provisions of the go ming standards. W0111 is in Progress Wort< is Complete ___ Initials~· 'Terms and Conditions on r, erse side, unless otherwise agreed upon. Sli lcense, Registration, or Certification (e.g. ICC Concrete) P-0111 V' <; SoLID ROCK ENGINEERING, INC. GEOTECHNICAL ANO MATERIALS E/fG1Nffftl"'1 CoNSULTANTS PO Box 600277, SAN DIEGO, CAuFOttNIA 92160 619.851.8683 l'H,, 866.255.9511 FAX www.SouoROCICEIIGlNUftS.COH SOLID ROCK ENGINEERING, INC. -TERMS AND CONDITIONS FOR PROFESSIONAL SERVICES This agreement between Sot.to R~SitGJ~G, '1Nc: \SR~ and the cflen\· in this '6grellmenf (t':lient) fur seivf&s to be provided by SRE (Services) at the project described herein (Site) is made on the following terns and conditions: T,OQ , >(! 1. Payment Unless other terms are presented.lo. this dcx:µment, Client shall pay each invoice in full 1 D days after invoice date. A late charge of 1½% per month shall ~ due on all ~nts past d.4~ uri~I ea!( tlie,nt agrees to pay all atom~y fees, role~on. and cou_rt costs incurred bySRE in collecting any amount due It. SRE may, if it so elects, be eit"&i'sed from peoorm1ng any work for Chen! 1f any InvoIce Is not paid when due. , 2. Scope of Services. Unless provided ror·sgeti\fc'.iily i~ this agreement, SRE shall not specify construction ~dures, ~uences, or techniques; manage, direct, or supervise construction work; or evaluate'."li'\1plem~n( or 6b responsible for job conditions, including health and safety matters. Client assumes sol1Jesponsibility for determining whether the Services on:leroo'tly'Client al'e su'fflclent for Client's intended purpose. Unless otherwise provided in this agreement, testimony in or the providing if opinions for use in any legal ~etllng,'lnclUdirig-arbttralon and deposition, are not included in Services. · -. 'u" ·-1YT 3. Safety. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibHity of the contractor. The contractor should notify the owner'if he considers · '-r"': ·" any of the recommended actions presented herein to be unsafe. : Jt. , ·• ·-' 4. Perfonnance Standard. Services shall l?8 performed with the slills and care ordinarily exercised by the members of SRE's profession in :)1,e locality of the Site.;, •·te: ·., SRE's reports are statements ofopinion ·and are not to be relied upon as representations of fact. SRE makes no other representation or warranty, expressed>r implied, regan:ling the Service. 5. Delays. If SRE is delayed in the performance of the Services or if such performance is interrupted due to changes in the scope of the Services required by Client, Site conditions or other matters beyond the control of SR:. Client shall pay SRE all costs incurred by SRE as a result of life delay or interruption, Including reasonable compensation for demobilization and remobilization. Should any delay or interruption delay performance of the Services for more than 60 daysSRE may elect to terminate this agreement upon 1 D days written notice to Client. 6. Project Conditions, Prior to commencement of the Services, Client shall notify SRE in writing of any known or potentially dangerous or hazardous condition, whether latent or patent, at the Site and any subsurface condition that may affect the performance or cost of the Services. SRE may suspend Services upon discovery of any such undisclosed condition and Client shall be responsible for all work required to eliminate or adjst for such a condition. Under no condition shall SRE be liable for damage to any subsurface structure unless Client has disclosed the location and nature of such structure in writing to SRE prior to commencement of the Services. Client shall arrange forall Site access required by SRE for performance of the Services. 7. Environmental Matters. Unless disclosed in writing by Client prior to execution of this agreement, Client represents that the site contains no underground .storage tanks or hazardous. toxic or flammable materials. Upon the discovery of any such item or material, SRE may suspend Services until Client remediates the condition. Client shall be responsible for compliance with all applicable laws regulating movement, disposal and monitoring of sch conditions and materials and to report the existence of such matters as required by law. 8. Indemnity. SRE shall indemnify and defend client and its directors, officers, employees, agents, and subcontractors from and against all claims, demands, suits, arbitrations, liabilities, judgments, losses, and costs including attorney fees incurred as a result of the negligent performance of the Services. 9. Limitation of Liability. The maximum aggragate liability of SRE and its directors, officers, employees, agert and subcontractors, in performing the Services or breach of this agreement (including any daims for attorney fees) sball be the greater of $50,000 or the fee paid by the Client for the Services. 10. Sample Disposal. All samples, specimens and cores may be disposed of by ~RE upon completion of its testing and analysis unless otherwise agreed in writing. 11. OWnership of Documents. Drawings, reports, specifications, and other documents prepared bySRE or tts subconsultants or subcontractors are Instruments of Service for use solely with respect to this project. This includes documents in electronic formSRE or its subconsultants or subcontractors shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, laMory and other reserved rights, including copyrights. The Instruments of Service shall not be used by the owner for future additions or alterations to this project or for other projects, without the prior written agreement ofSRE. My unauthorized use of the instruments of service shall be at the owner's sole risk and without liability toSRE or its subconsuttants or subcontractors. _12. ~signment Client may not assign or othelWise transfer any interest in this agreement without prior written consent oSRE and no assignment of transfer shall relieve Client of any liability hereunder. - 13. Mediation. lvly daim or dispute arising out of the making of this agreement or the perfonnance of the Services shall be resolved by mediation before the American Arbitratim Association pursuant to its Commercial Arbitration Rules at a location in the vicinity of the Site and before a single mediator. To be eligible to serve as mediator, one must be a licensed civil or structural engineer or general building contractor witta minimum of 5 years experience as such a ficehsee. The prevailing party in the mediation proceetllng, as determined by the mediation, shall be entiUed to recover its reasonable attorneys fees. The provisions of this paragraph shall not apply, ifSRE so elects, to collection actions which seek to recover amounts dueSRE on unpaid invoices. 14. Integration and Modification This agreement sets forth the entire agreement between the parties and supersedes all prior representations, negotiations. proposals and quotations; wl:lelbl:\r.!Jrabor.written} f'Tliere are110-represenlations, warranties or understandings between the parties except as set forth herein. Any amendment to !hi~ a~~~,!1\ fha!l.nol.!Je,pinding ~oless in writing signed by both parties hereto. ·. o · ABBREV/A TED SCJfEDULE OF FEES-UNLESS OTHERWISE AGREED UPON i ..i t Principal Engineer ...... -.~. ---·-.. Price -. PROFES$!0NALSTAFF: ·,.;,.. · (per hr.) ·' f>rniect Engineer I Geologisl7J!roittea'' Staff Engineer I Geologist/ Atthitect Special lnspectoc (concrete, masonry, SS, etc.) Soil T ecl)ni!)an w/ nuc. gauge 9f other equipment Pr8Vpilif1St,Wage 1~-mioimum, to ~l1eg0tiated Deposition, 4 hour rrin. (plus travel & expenses) Testimony, 2 hour min. (plus travel & expenses) Fees for additional tests or 5el'lices can be provided upcn request Prpljgsa(Slm@'[~·09£11Mlllc', , .,n S\ $150 $120 $90 $75 $75 r ~1S . $275 $200 QUOTE l ~ SELECTED LAB TE~TS: Chloride or Sulfate Content of Soil, CTM 422 Resistivity and pH of Soll, CTM 643 Expansion Index, D 4829, UBC 18-2 Lab Compaction Test (Max Dens. Curve), D 1557, CTM 216 Lab Compaction Test w/ Rock Correction, D 1557. D 4718 Moisturo'Content, D 2216 Plasticity Index/ Liquid Lim~ (Attertierg Limits), D 4318 R • Value (Minimum 3 pis.), CTM 301 Conmite Cylinders or Grout Prisms-compressive strength Concrete Cores or Masonry 1/2 Prisms-compresSive strength $60 $125 $150 $180 $220 .-$20 $150 $275 $30 $60 SOUD ROCK ENGINEE'/IJNG, INC. GEOTECHNICALANO MATE1UAI..S ENGINEEIU1ffiCp#svLTANT$ P0Box600277,SANDn!Go, ~IA92:l60 · 619.851,8683 PH., 866.255.9511 W( WWW,SoLJDROCl(ENGINEERS.COH flfivl