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2728 LOKER AVE W; ; CB091748; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 .. ' I 11-24-2009 Miscellaneous Permit Permit No: CB091748 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: 2728 LOKER AV WEST CBAD' MISC 2090812900 $100,000.00 ~ Subtype: REPAIR Status: Lot#: 0 Applied: Entered By: Plan Approved: Issued: Inspect Area: Project Title: CBAD CROSSROADS-INSTALL CAISSONS AT WEST SIDE OF BUILDING-ALONG SLOPE- Applicant: FENTON H G COMPANY 7577 MISSION VALLEY RD SAN DIEGO CA 92108 619 400-0169 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES Owner: FENTON H G COMPANY 7577 MISSION VALLEY RD SAN DIEGO CA 92108 PERMIT/INSPECT FEE ISSUED 10/20/2009 RMA 11/24/2009 11/24/2009 $1,038.00 $0.00 $0.00 $1,038.00 Total Fees: $1,038.00 Total Payments To Date: $1,038.00 Balance Due: Inspector:~ FINAL AP.PB.OVAL Date: X l'J//P Clearance: _____ _ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit 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 s~wer 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 fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exoired. :t O'\ °(}/" -~ Building Permit Application Plan Check No. ';A Jq ) 7 l/ i, «--~~ Est. Value / (JI) ~ -~ I l(/ 1635 Faraday Ave., Carlsbad, CA 92008 /EJr>r"> ~ -c,ry 0 F 760-602-2717 / 2718 / 2719 . ,, CARLSBAD Fax 760-602-8558 Plan Ck. Deposit www.carlsbadca.gov Date I JOB ADDRESS SUITE#/SPACE#/UNIT# 2728 Loker Ave, Carlsbad, CA 92010 IAPN 209 -081 -29 -00 CT/PROJECT# 'LOT# I PHASE# I# OF UNITS ·I# BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR TYPE I occ. GROUP 10372 3-6 Palomar Technologies DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Excavation for, and installation of, concrete caissons to support existing tilt-up concrete building foundations at west side of building along existing slope. EXISTING USE rROPOSED USE ! 1 GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE rR CONDITIONING I FIRE SPRINKLERS Office & Warehouse Office & WarehouD YESO No[] YES IZJNo D YESIZJ NOD CONTACT NAME (If Different Fam App/leant) APPLICANT NAME H.G. Fenton Company ADDRESS ADDRESS 7577 Mission Valley Rd, Ste 200 CITY STATE ZIP CITY STATE ZIP San Oieqo CA 92108 PHONE PHONE 'FAX 619-400-0169 !FAX 619-400-0111 EMAIL EMAIL . bgates@hgfenton.com PROPERTY OWNER NAME H.G. Fenton Property Company CONTRACTOR BUS. NAME Western Foundations & Shorini:i ADDRESS ADDRESS 10875 Highway 67 7577 Missiqn Valley Rd, S~e 200 CITY STATE ZIP CITY STATE ZIP San DieQo_ CA 92108 Lakeside CA 92040 PHONE PHONE 619-400-0120 IFAX 619-400-0111 619-561-3510 rAX 619-561-7916 EMAIL EMAIL bgates@hgfenton.com ghove@westernfoundations.net ARCH/DESIGNER NAME & ADDRESS I STATE UC.# . . STATE UC.# I CLASS I CITY BUS. UC.# Burkett & Wona -3434 4th Ave, 92103 SE 2533 439363 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair an~ structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tnat he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). , ,,:,,''>, ,, ',~, Workers' Compensation Declaration: / hereby a/fi,m under penally of pe,jury one of the following declarations: D I have and will maintain a certificate of consent to self-insure tor workers' compensalion as provided by Section 3700 of the Labor Code, for the perfo,mance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit 1s issued. My workers' compensation insurance carrier and policy number are: Insurance Co ____ ~---------~----Policy No. _____________ Expiration Date ________ _ This section need not be completed if the permitis for one hundred dollars ($100) or less 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is·unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. RS CONTRACTOR SIGNATURE DATE I hereby a/fi,m that I am exempt from Contractor's License Law for the following reason: D [Z] D I, as owner of the properly or my employees with wages as their sole compensalion, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to·an owner of property who ~uilds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of complelion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Seclion . . Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construclion of the proposed properly improvement. 0Yes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person {firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work {include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated {include name/ address/ phone/ type of work): RS PROPERTY OWNER SIGNATURE DATE Is the 'applicant or future building occupant required to submit a busineSS.Jlill!l, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes WNo Is the applicant or future building occupant required to obtain a pennit from the air pollution control district or a!Lllllality management district? 0Yes 0 No Is the facility to be constructed-within 1,000 feet of the outer boundary of a school site? 0Yes L:L..INo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. Lender's Name Lender's Address I certify that I have read the application and state that the above infonnation is correct and that the infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relatingto building consbuction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH WAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA: An OSHA pennit is required for excavations over 5'0' deep and demofition or construction of structures over 3 stories in height. EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void ff the building or work authorized by such pennitis not commenced within 180 days from the date of such pennitorif the bui ding orworkautho · such pennit is suspended or abandoned at any time afferthe work is commenced for a period of 180 days (Section 106.4.4 Unffonn Building Code) . ..@:S' APPLICANT'S SIGNATURE DATE ~~· ~ CITY OF CARLSBAD PERMIT#: c fJ o a, 17 t.f B ---u-nsc-h-eduled Building Inspection . Building Department 1635 Faraday Avenue· .. Carlsba_d CA 92008 760-602-2700 --rNSPECTOR: ....._/:-"""""")---- CONTACT: ______ _ PHONE#: -------- JOB ADDRESS: ___ -z;....;_~_z,._g ____ ~t-o~1?=6:.:...)L,-L:.1P~~::...." _..;,_;1tJ_;_-e~rt:.!,...;.. _______ _ DESCRIPTION,:------:---------------_;....._ __ CODE 15 Bldg Inspection Form DESCRIPTION --Page 1 of 1 - ACT Af COMMENTS Rev. 06/09 ·city of Carlsbad Bldg Inspection Request For: 03/09/2010 Permit# CB091748 Inspector Assignment: PD --- Title: CBAD CROSSROADS-INSTALL Description: CAISSONS AT WEST SIDE OF BUILDING-ALONG SLOPE- TO SUPPORT EXISTING BUILDING FOUNDATION-CITY Type:MISC Sub Type: REPAIR Job Address: 2728 LOKER AV WEST Suite: Lot: O Location: OWNER FENTON HG COM.PANY Owner: Remarks: Total Time: CD 19 Description Final Structural Act Comments LJ2_ rJr28) Comments/Notices/Holds Phone: 6197565737 lnspec{J_;C Requested By: BRIAN Entered By: CHRISTINE Associated PCRs/CVs Original PC# PC090034 Inspection History Date Description 12/23/2009 11 Ftg/Foundation/Piers Act lnsp Comments AP PD I Bureau Veritas North America, Inc. I~ 1, 1895 CONVOY CT., SUltE 18 Permit# CB091748 ' ' SAN DJEGO, CA 92111 Page: 1of 1 ~ Phone: (858) 715-5800 Day: Tuesday [ 'il'§_ "' ~ ] Fax: (858) 715-5810 Project#: 148948 cmt:1~.m=m CONSTRUCTION INSPECTION REPORT Project Name Carlsbad Crossroads Date 12/22/09 Project Location 2724,2726,2728,2730 Loker Ave West, Carlsbad Ca. TimeAnived 7:30am General Contractor H.G. Fenton Time Departed 2:30pm IX] Field Report I D Notice to Comply NC# I Date Cleared D Field Welding ~ Reinforcing Steel D Post-Tensioned Stressing D Concrete D Expansion Bolts D Masonry D Post-Tensioned D Epoxy Type of inspection Performed Placement D Structural Steel Erection D Torque or Pull Testing D Fireproofing -MK--6/HY D HS Grout D Other I Weather I Cloudy and very windy Documents Referenced D Soils Report j ~ I Plans Dated I 11-06-09 D I Submittal I I I RFI# I I~ I CBC Material used: Onsite at Carlsbad Crossroads Building # 2728 for rebar inspection for caissons # 20 thru 24 and 26. Verified Caisson rebar for grade, size and tie spacing per details on S-3. Identified rebar bar lengths for caissons as follows: # 20 bar length of 48ft 4 inches with hole depth of 51 feet.# 21 bar length of 46ft 4 inches with hole depth of 49 feet.# 22 bar length of 44ft with hole depth of 47 feet. # 23 bar length of 43ft 6 inches with hole depth of 46ft 6 inches. and # 26 bar length of 44ft 2 inches with hole depth of 48 feet. Contractor completed pile cap rebar at# 20 and 21 at this time and Pile beam rebar at# 26. Work is on 9oin9. 1. View of delivered caisson rebar for 20 thru 26. 'Ct,~\'!.-"-"2-"'?... .\,_,(I.(() 'fS-1 . : .. J ~'i-0 ; ?,~,o J 4. Rebar lengths for caisson # 22. ' \!', 2. Rebar lengths for caisson # 20. 5. View of placed caisson rebar for #20. 3. Rebar lengths for caisson # 21. 6. View of completed top of pile cap for # 20. CERTIFICATION OF COMPLIANCE: All of the work inspecte<;I herein is in Conformance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code unless noted otherwise. Inspector Certifications: City of San Diego #872 I ICC #5102247 I AQ! # 0009948.,1 I Inspector's Name: Juan M. Perez c...JU (Z.,t./'-' /'--f~/ Approval Signature: "" tJ Date Reviewed: FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: March 9, 20l0 TO: City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, California 92008 Job No. 148948 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NOS.: CB091748 PROJECT NAME: Carlsbad Crossroads Underpinning PROJECT ADDRESS: 2728 Loker Avenue West Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing for the structure/s constructed under the subject pennits is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on 03/09/2010. The work, which we provided Special Inspection, consisted of: Reinforced Concrete and Epoxy Set Anchors. Special Inspection services were performed from December 10, 2009 through January 26, 2010, A If the inspection services were provided by an approved material testing laboratory or special inspection agency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Bureau Veritas North America ADDRESS: 7895 Convoy Court, Suite 18, San Diego, CA 92111 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY O SPE INSPECTION AGENCY: NAME (PRINT OR TYPE) State of California Registration Number: C6703 l Expiration Date: B. If the inspection services were provided by an independent certified special inspector: SPECIAL lNSPECTOR'S NAME (PRINT OR TYPE): REGISTRATION NUMBER: EXPIRATION DATE: SIGNATURE: Bureau Veritas North America, Inc. 7895 Convoy Court, Suite 18 ~ San Diego, California 92111 ~ (858) 715-5800 ~ Fax: (858) 715-5810 Offices Worldwide Bureau Veritas North.America · A Bureau, Veritas Crm1pa11y · · 7895 ConwJj C91m, Ste. 18, San Diego, CA, 92ill TELEPiiONE:.(858) 715-5800 FACSIMiL.E:·(858) 7I5-58!0 Geoteclmir;.ql, E1wirom11~111al, p11d; Cou~(ruqion Material~ Testing Engineers REPORT OF CONCRETE COMPRESSION TEST CLIENT: H.G.. Fen~on Company, .PROJJ:!CT NO,: 38109-148948.00 PROJECT: Carlsbad· Crossroads ADDRESS: CQN,1'.RACT0R: SUPPLIER:· Robertson'.s TECHNICIAN: Juan .Pe.rez LOC!\'.fJON:>li'" CAISSON #20,:l:I e,t-0'.; I-'l ~ FIELD MIX DATA CL.ASS OFCONCRET~ (Spec}: CLASS 6F CONCRETE (Dell V!!tcdj: MJX DESCRIPTION: MIXI.D.: TICKET NUMBER; TRUCJK NUMBER; BATCH'TIME: TIME SAMPLED: BATQHSIZE, q.Y: 400Q PS[ rN 2~ DA )'S 4000 PSI l!'I 28 15.A YS 7 SACK PEA GRA YE!.. RS400P44 68'73860 Nlf :ou:09AM' 07:I0AM lOCY LEGA:GYNO.: REPORT NO.: ,FIELD ID: CONTROL NO.: DATE CAST: 3 A2635I 3306789 12/24/2009 FIELD TEST DATA SLUMP, INCHES PI,.ACEMENT VIA: WEATHER: AIR CONTENT, % : UNIT WT., PCF CONC. TEMP., °F : _51'/2 Pump Clear -NR NR 59 AIR TEMP., ADO.WATER, ADMIXTURE: 0F'; 44 GB.T : 5 NF, .LABORA.TQRY T}!:S'f DATA SPECIMEN AGE DATE DIA. AREA TOTALLOAD COMPRESSIVE :l.D, (DA)'.S) {IN:) (SQ. IN;) (POUNDS) STRENGTH (PSI) A 28' 0l/2V2010 4:00 .. 1-.2.57 70,330 5,900 B 28-0l/21/2010 4.00 12.57 69,380 5,520 C 28 01/21/20i0 ·,too 12.57 74,730 s,9s·o Type Break: 1-Coue, ·1-Cone a11d Spilt, 3-Conc and Sl1car, 4-Sh<sar, 5-Colµmnar, (1-Unusunl Frn,ctu.rc, 7-Ulib,ond.etl Cap TYPE BREAK 7 7 7 Wcii;ht cif Cylimlcr "A" in. poun~: NR SP= $'pare NR = Not Rcqui;steil NF"' No~Furnishc<l GBT = Gallons Before Test '" D~uotcs failure to meet strcngih,~pccificd OIJ deliv\!ry tid_,:ct ** AJI di_mcnsio.n~ and glrcctfon~ an, approxirnqte Remarks; 11:latcrial_was sample1:Lby !l .. n;prcsentative-qf!his laboratory. Tests pgrforl!Jcd with rcfer~cc to.ASTM stand11rd·proced11rcs C-138, C-31, 'C-143, C-231, c-l72, c-·1231;t-39, G-J-92, C-173i<;!-I064µnlcss notcd.otl.1erwisc. Copy to: North· America Checked by: , ~ As· a m,H:uai ·p,rotectfo,n to c;lients, the public arid ourse~ves, 'all reports-a:re subtnittea.as the confidential propert:y of clients. Au1:ho'7-'iza1:ion. for publ~ca_cioi, o,J! statemen_ts, conclusioni; or ext:.racts fr<:/m qur reports j.s re~_erved pending 'Written ;,pp:i;oval. Our report'\! appl)t on-ly to the strengths of ·the .test -c~,linders ilnd noc· to the in-situ strengths 6f the members identi'fied in the .,~location" . The i:esuli:s ,;,resentei:i< in this report pertain ,only to· the specific items r:ested ~eponGeueration,D;ite: !~J,?OJO Bureau Veritas North America, Inc. 7895 CONVOY Ct., SDitE 18 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Project Name Carlsbad Crossroads ProjectLocation 2724,2726,2728,2730 Loker Ave West, Carlsbad Ca. General Contractor H. G. Fenton ~ Field Report D Notice to Comply NC# D Field Welding [gJ Reinforcing Steel D Expansion Bolts D Masonry D D Type of inspection Performed D Structural Steel l::rection D Torque or Pull Testing D D Other Weather Cloudy and very windy Documents Referenced D Soils Report [gJ Plans Dated 11-06-09 D Submittal Material used: Permit# CB091748 Page: 1of 1 Day: Tuesda Project#: 148948 Date 12/22/09 Time Arrived 7:30am Time Departed 2:30pm Date Cleared Post-Tensioned Stressing D Concrete Post-Tensioned D Epoxy Placement Fireproofing -MK-6/HY D HS Grout RFI# [gJ CBC Onsite at Carlsbad Crossroads Building # 2728 for rebar inspection for caissons # 20 thru 24 and 26. Verified Caisson rebar for grade, size and tie spacing per details on S-3. Identified rebar bar lengths for caissons as follows: # 20 bar length of 48ft 4 inches with hole depth of 51 feet.# 21 bar length of 46ft 4 inches with hole depth of 49 feet.# 22 bar length of 44ft with hole depth of 47 feet. # 23 bar length of 43ft 6 inches with hole depth of 46ft 6 inches. and # 26 bar length of 44ft 2 inches with hole depth of 48 feet. Contractor completed pile cap rebar at# 20 and 21 at this time and Pile beam rebar at# 26. Work is on going. 1. View of delivered caisson rebar for 20 thru 26. 2. Rebar lengths for caisson # 20. 3. Rebar lengths for caisson # 21. 4. Rebar lengths for caisson # 22. 5. View of placed caisson rebar for #20. 6. View of completed top of pile cap for# 20. CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Conformance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code unless noted otherwise. Inspector Certifications: City of San Diego #872 I ICC #5102247 I ACI # 00099481 I Inspector's Name: Juan M. Perez <-.lu~.eA.-rl 0-~ Approval Signature: ~ e,, Date Reviewed: Project Name Project Location General Contractor Bureau Veritas North America, Inc. 7895 CONVOY Ci., SUltE 18 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Carlsbad Crossroads 2724,2726,2728,2730 Loker Ave West, Carlsbad Ca. H.G. Fenton cg] Field Report D Notice to Comply NC# D Field Welding [g] Reinforcing Steel Type of inspection Performed D Expansion Bolts D Masonry D D Structural Steel Erection Torque or Pull Testing D Other Weather Clear and Sunny Documents Referenced D Soils Report 11-06-09 D Submittal Material used: Permit# CB091748 Page: 1of 1 Day: Wednesda Project#: 148948 Date 12/23/09 Time Arrived 7:00am Time Departed 3:30pm Date Cleared D Post-Tensioned Stressing D Concrete D Post-Tensioned [g] Epoxy Placement D Fireproofing -MK-6/HY D HS Grout RFI# [g] CBC Onsite at Carlsbad Crossroads Building # 2728 for rebar inspection for caissons # 22,23,24,25 and completion of pile cap reinforcing per details on S-3 of approved plans. Observed contractor complete drilling operations of# 24 and 25 with hole depths and rebar lengths as follows: # 24, Hole depth of 43 ft, rebar length of 40ft 6 inches. # 25, Hole depth of 43 ft, rebar length of 40ft 6 inches. Also observed contractor drill and install #5 rebar epoxy dowels with 1 O o/c spacing at all caissons for this building. Observed contractor drill holes with a ¾ diameter bit to a depth of 6 inches minimum, brush ~nd blow clean each hole prior to installing Simpson Epoxy XP22, Batch # 503W500W, Exp, 09-30-2011. Rebar has been checked for size, location, spacing and clearance. Caissons 20,21 and 26 were completed on 12-22-09. A total of 7 locations are now complete for building # 2728. Contractor has scheduled concrete for 12-24-09. • ' L' ·i· ,,. • ,, ' ' ~, .. J.' ,, -/· • " !,/:,,.1J1·~t,1 ,_:~!-! :,t,"·' ,, . ..,_ ____ .. .,, ..... _ • .,..:)..,__t.cl.:::..!.a ,'' .... ~..._,, ' ~.., .. 1. View of completed pile cap beam rebar at# 26. 4. View of completed pile cap rebar at# 23. 5. Contractor installing epoxy dowels at pile caps. 6. Contractor installing epoxy dowels at pile cap beam. CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Conformance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code unless noted otherwise. Inspector Certifications: City of San Diego #872 j ICC #5102247 I ACI ti 00099481 I Inspector's Name: Juan M. Perez <... v~,,.,,~ /L-1 Y,;VI._J ------Approval Signature: V er Date Reviewed: GEOCON INCORPORATED Project No. 05916-42-lSD February 19, 2010 H. G. Fenton Company 7577 Mission Valley Road, Suite 200 San Diego, California 92108 Attention: Mr. Brian Gates Subject: GEOTECHNICAL CONSULTANTS CARLSBAD CROSSR~A BUJLDINGS 2724, 27 . 2728, 2730 LOKER A VENUE CARLSBAD, CALIFO REPORT OF OBSERVATION SERVICES PERFORMED DURING CONSTRUCTION OF DRILLED PIERS FOR BUJLDING UNDERPINNING Dear Mr. Gates: In accordance with your request, we have observed the excavation of 36 cast-in-place drilled piers for the underpinning of Buildings 2724, 2726, 2728, and 2730 located at the subject project. We performed foundation observations during the period of December 8, 2009 through January 26, 2010, which included the following: • Observing the drilling and construction of 36 drilled piers and pile caps; • Checking that the geologic conditions encountered were similar to those expected; • Recording the depth at which formational materials were encountered; • Recording the embedment and total depth for each drilled pier; • Preparing this final report of _observations. The project soil report is entitled Remedial Foundation Recommendations, Carlsbad Crossroads Buildings 2724, 2726, 2728, and 2730 Loker Avenue, Carlsbad, California, prepared by Geocon Incorporated, dated June 30, 2009 (Project No. 05916-42-lSB). The foundation plans prepared by Burkett & Wong for the construction of the building underpinning are titled Caisson Structural Plans for Carlsbad Crossroads Buildings 2724, 2726, 2728, and 2730 Loker Avenue, Carlsbad, California, dated November 6, 2009 (Project No. 10591A). References to elevations and locations herein were based on surveyors' stakes in the field and/or interpolation from the referenced plans. Geocon Incorporated did not provide surveying services and, therefore, has no opinion regarding the accuracy of the elevations or surface geometry with respect to the approved plans. 6960 Flanders Drive • San Diego, California 92121-297 4 Ill Telephone (858) 558-6900 Ill Fax ( 858) 558-6159 DRILLED PIER (CAISSON) CONSTRUCTION The foundation designer is Burkett & Wong, and the contractor for the construction of the drilled p1ers is Western Foundations & Shoring Incorporated. Western Foundations & Shoring Incorporated used either a rubber tire or track mounted drill rig equipped with a 30-inch-or 36-inch-diameter auger to excavate the drilled piers. The piers were excavated to depths ranging from approximately 19.5 feet to 58 feet below adjacent grade with formational soil observed at depths ranging from approximately 9 feet to 43 feet. We measured depths where formational soil was encountered and when the required embedment depth was achieved. Since the piers were designed to develop support by end bearing, cleanout passes were performed using a flat bottom cleanout plate to remove loose soil at the bottom of the excavations prior to the placement of steel and concrete. The referenced plans prov:ided required embedment depths into formational bedrock that varied in depths ranging from 8 to 27 feet. Pile caps with lengths of 3 feet and 12 feet were also excavated in conjunction with the drilling operations. The pile caps extended at least 3 inches past the interior edge of the existing footing. Steel reinforcement bars were then set and the pile caps and drilled piers were poured monolithically with the exception of Caisson No. 36, which was poured in a two-stage process due a high voltage electrical conduit that needed to be repaired. The concrete was placed up to approximately 6 inches below existing grade. During drilling operations for the Caisson Nos. 14, 18, and 23, the outside edge of the caissons were offset approximately 8 inches from the face of the building wall. The structural engineer had specified a 6-inch maximum offset; however, a verbal authorization was made to allow for the 2-inch deviation. During drilling operations for Caisson Nos. 13 and 17, a 6-inch area drainpipe was encountered and damaged at a depth of approximately 5 feet. The drain pipe at Caisson No. 17 was temporarily capped prior to concrete placement. Grout was observed in the drain pipe at Caisson No. 13. The grout was likely from the previous compaction grouting operation that occurred on Building 2726. We understand the damaged drain lines will be re-routed and repaired at a later date. Caisson No. 35 was offset 7 feet north from its original location due to existing utilities. We observed that the required minimum embedment depths were achieved for each drilled pier. A summary of the measurements recorded during our observation is presented on Table I. The piers were constructed in general conformance with the project plans and specifications. CONCLUSIONS AND RECOMMENDATIONS 1. In general, the soil conditions encountered during the construction of the drilled piers were consistent with those described in the referenced geotechnical report. Project No. 05916-42-15D -2 -February 19, 2010 •2. .It is our opinion, based on observations made during construction and from a geotechnical engineering standpoint, the drilled piers were constructed in substantial conformance with the recommendations provided in the referenced geotechnical report and project plans. fu addition, the excavations were observed to extend to appropriate bearing strata to the minimum depths recommended in the referenced report. LIMITATIONS AND UNIFORMITY OF CONDITIONS The conclusions and recommendations contained herein apply only to our work with respect to remedial foundation operations, and represent conditions at the date of our final observation on January 26, 2010. Any subsequent remediation for existing foundations should be done in conjunction with our observation services. As used herein, the term "observation" implies only that we observed the progress of the work with which we agreed to be involved. Our services did not include the evaluation or identification of the potential presence of hazardous or corrosive materials. Our conclusions and opinions as to whether the work essentially complies with the job specifications are based on our observations, experience, and test results. Subsurface conditions can vary greatly at any time. We make no warranty, express or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. We will accept no responsibility for any subsequent changes made to the site by others, by the uncontrolled action of water, or by the failure of others to properly repair damages caused by the uncontrolled action of water. The findings and recommendations of this report may be invalidated wholly or partially by changes outsrde our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. Should you have any questions regarding this report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED Y-~c. Ro~ e C. Mikesell GW 33 ~ Senior Staff'Epgineer RCM:NGB:dmc (4) Addressee Project No. 05916-42-15D -3 -February 19, 2010 TABLEI SUMMARY OF DRILLED PIER OBSERVATIONS Required Measured Total Embedment Concrete Drill Date Caisson Building Diameter Depth into Observed No. No. (inches) Embedment Depth of Fill Excavation Formation Placement Notes Depth (feet) (feet) Depth (feet) (feet) Date 1/4/2010 1 2724 30 12.0 14.0 26.5 12.5 1/8/2010 1/4/2010 2 2724 30 13.0 15.0 28.5 13.5 1/8/2010 1/4/2010 3 2724 30 18.0 17.0 36.0 19.0 1/8/2010 Seepage observed at approx. 33 ft 1/5/2010 4 2724 30 13.0 20.0 33.5 13.5 1/8/2010 Seepage observed at approx. 33 ft 1/5/2010 5 2724 30 12.0 20.0 . 33.0 13.0 1/8/2010 12/29/2009 6 2724 30 13.0 20.0 33.5 13.5 1/8/2010 12/29/2009 7 2724 30 8.0 18.0 27.0 9.0 12/31/2009 12/29/2009 8 2724 30 8.0 18.0 26.5 8.5 1/8/2010 1/8/2010 9 2726 30 8.0 17.0 25.0 8.0 1/15/2010 1/8/2010 10 2726 30 8.0 21.0 29.5 8.5 1/15/2010 1/11/2010 11 2726 30 14.0 21.0 35.0 14.0 1/15/2010 1/11/2010 12 2726 30 18.0 24.0 43.0 19.0 1/15/2010 611 Drain 1/25/2010 13 2726 30 9.0 28.0 38.0 10.0 1/26/2010 encountered at approx. 5 ft Caisson offset 1/11/2010 14 2726 30 8.0 27.0 36.0 9.0 1/15/2010 approx. 8 inches from face of wall 1/12/2010 15 2726 30 8.0 27.0 35.5 8.5 1/15/2010 Project No. 05916-42-15D February 19, 2010 TABLE I (Continued) SUMMARY OF DRILLED PIER OBSERVATIONS Required Measured Total Embedment Concrete Drill Date Caisson Building Diameter Depth into Observed No. No. (inches) Embedment Depth of Fill Excavation Formation Placement Notes Depth (feet) (feet) Depth (feet) (feet) Date 1/25/2010 16 2726 30 14.0 34.0 48.0 14.0 1/26/2010 6" Drain 1/18/2010 17 2726 30 10.0 39.0 49.0 10.0 1/20/2010 encountered at annrox. 5 ft Caisson offset 1/19/2010 18 2726 30 9.0 42.0 51.0 9.0 1/20/2010 approx. 8 inches from face of wall 1/19/2010 19 2726 30 15.0 43.0 58.0 15.0 1/2/2010 12/20/2009 20 2728 36 27.0 24.0 51.0 27.0 12/28/2009 12/20/2009 -21 2728 30 27.0 21.0 49.0 28.0 12/28/2009 12/21/2009 22 2728 30 27.0 19.0 47.0 28.0 12/28/2009 Caisson offset 12/21/2009 23 2728 30 27.0 19.0 46.5 27.5 12/28/2009 approx. 8 inches from face of wall 12/23/2010 24 2728 30 27.0 16.0 43.0 27.0 12/28/2009 12/23/2010 25 2728 30 27.0 16.0 43.0 27.0 12/28/2009 12/19/2009 26 2728 30 27.0 20.0 48.0 28.0 12/28/2009 12/8/2009 27 2730 30 8.0 16.0 24.0 8.0 12/10/2009 12/8/2009 28 2730 30 8.0 16.0 24.5 8.5 12/10/2009 12/8/2009 29 2730 30 8.0 16.0 24.0 8.0 12/10/2009 12/14/2009 30 2730 30 9.0 16.0 25.5 9.5 12/16/2009 Project No. 05916-42-15D February 19, 2010 TABLE I (Continued) SUMMARY OF DRILLED PIER OBSERVATIONS Required Measured Total Embednient Concrete Drill Date Caisson Building Diameter Depth into Observed No. No. (inches) Embedment Depth of Fill Excavation Formation Placement Notes Depth (feet) (feet) Depth (feet) (feet) Date 12/14/2009 31 2730 30 13.0 16.0 30.0 14.0 12/16/2009 12/14/2009 32 2730 30 8.0 16.0 24.5 8.5 12/16/2009 12/11/2009 . 33 2730 · 30 8.0 17.5 26.0 8.5 12/16/2009 12/11/2009 34 2730 30 8.0 18.5 26.5 8.0 12/16/2009 Caisson offset approx. 7 ft N due 12/9/2009 35 2730 30 8.0 12.0 20.5 8.5 12/10/2009 to gas line; maintained 6 inch offset 12/8/2009 36 2730 30 10.0 9.0 19.5 10.5 12/10/2009 Project No. 05916-42-lSD February 19, 2010 ( ,1 FIELD REPORT PAGE ___ OF ___ _ DAY OF WEEK._S_.i:t'""'rf....__ __ _ DATE 1 '-/, C-, /6 C:, • 0 GRADING 0 TRENCH BACKFILL ~ OTHER l.~i..SSQbJ ~ REPORT NO. Cf PROJECT NAME PROJECT NO. DS-C,t~-"2. IS i) l,.. '-\1~\:S kt\" ('...1~,SSll-~Al)S - 0 CLIENT PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR u ~. (.:,, t=e.N, o N ~ C..I\,,\ Reh-\ N C CONTRACTOR PHONE PROJECT BRIEFING 0 YES DATE H -. BY 0 PREVIOUSLY BRIEFED A ·w ·Ii!... S-t"e.,~ I-o~..._,N.\+101\1.f N CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS 0 UNCHANGED G E "°J"A~ TITLE D EQUIPMENT WORKING AND TYPE.OF COMPACTOR BY ,-/Ci8 b ·7),~,· I I il-17 APPROVAL DATE REV. DATE L.:,/1,4~ ,3A,i,u.;..c..c.. ., WEATHER '3o" i>1A e.-I ,-;,1.1,.; ovtr f'i,A+,:. SOURCE OF FILL FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? Ji'YES 0 NO LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT: - LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: - WHAT IN PARTICULAR SHOULD BE.OBSERVED, CHECKED, OR TESTED DURING~ VISIT? - WAS A MEMO ISSUED TODAY? 0 YES ~NO MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND~ OBSERVE • DOCUMENT CONVERSATIONS, OBSERVATIONS, . . OR OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, AND WHERE. ___ ·---·· , ............ ~ ----·--·----. ~ ... ___ . __ -__ C>N_.hTe. _-ro_ &Jl:)~~_,il...V6 _]>,_;lf,~Cj .• oee,B .. 41··,~ ~<:.t~ C...Al.:S.$ ON::s' c,~ l3l,\j{ c!.fh}l 272_y. --··- \v h ,;:""--.:I. J".\p.n., ..> ,Sb J>~ \ I ti.f'LS l,~ IL.... 11xS4 vA-t.;b 6.l¼t)e ~~ .AT_ ~A~s:.r-J 11 2.Co . ........... .. -_,, .. - .Atu.O ___ HAo. IS)(,.c.Av.A"t~ CA:s.sc::.~ :%l: '2..(i) 'Tc.A ~f)TH~A\1.. \S ~ '¼ _ _, ___ • ,w---. ., -----~ --~·-· -·· ~~ -.,.,. ___ ,._ ....... -, ~~ ._., ___ ,. ______ .. _ _.,.._,,,,.. ............ ,,, ,._,,. .. ,.,, __ ,.,_,..,......, .. _. .......... ,..._,.,_, ____ ,.,, ·-------· ,...._, __ .... .... 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C? .. ?--~----. -.. --"~----.. ------------· -. -·-----------__ ..... _____ -. .. .. . -... -~---· ,, .. ~ ... -~-'-•• . ~ .. .. ,., .. -,, .. ,.,. .. -· " ·-· .. -.. ··--~-· --..... -. -----·-----· ____ .. ,. ___ . -------·--~ ---··-- --.. ... ~-~--~---~. -. . -·---··-----.. , ... ---·· .. . -·-. -· .. -·-_ ... ,.. _____ ___,_., _______ .. _ ... _..,.,. ___ ~ ... --.......... -· .. ~ -- FIELD'T?ECHNICIAN (PRINr . .Q_j l,Ji~f o9 HOURS 0. T. ~-SITE VISIT~¼ Ci'-, rVl ; <l2..S I S.,5 ~IU r::.. -S NUMBER OF DENSITY TESTS TAKEN CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T110FLD.RPT (8/99) _( FIELD REPORT / .. - \ PAGE ___ OF ___ _ o GRADING O TRENCH BACKFILL ¢. OTHER A it'L I f .f..,,} n i P.A 1-/ DAY OF WEEK 5lt'vl,/4{},, l '3' DATE {1.,-?.,,0,-,D0 REPORT NO. / 0 PROJECT NAME Q CLIENT u N C H A N G E D CONTRACTOR W~--1.,l-1 CONTRACTOR'S SUPERINTENDENT/FOREMAN EQUIPMENT WORKING/AND TYPE OF COMPACTOR FOLLOW-UP INVENTORY V PROJECT NO. ()5,Cj ( b--t.n,,-. 1 I; I), PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR PHONE PROJECT BRIEFING O YES DATE ________ _ BY O PREVIOUSLY BRIEFED PLANS AND SPECIFICATIONS 0 UNCHANGED TITLE ______________________ _ BY _______________________ _ APPROVAL DATE REV. DATE WEATHER _____________________ _ SOURCE OF FILL DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? OYES 0 NO LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT:. ______________________________ _ LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP:. _____________________________________ _ WHAT IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING~ VISIT? WAS A MEMO ISSUED TODAY? 0 YES 0 NO MEMO NO. ----... ---........ ,-~,.,,.~, ,. '"" ~~-----· --~~~----·-~ ,,,, ... -~ ..... -----·-,__..,...., ... ______ ,,. __ , __ .., ______ , ___ ,._..,,._ ~----... -~-~ .. ·-···------······ ... -............... ---···----··-·---···-·-· ·---------------------------------· --· ... .. FIELD TECHNICIAN (PRINT) NUMBER OF DENSITY TESTS TAKEN ... . .. . ....... ------------------------·---------------· ···-... --··· -" ............. -.. .-.. -... -------···------·--------------·--·----· .. .. 0. T. LIST ON-SITE VISITORS CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T11 OFLD.RPT (8/99) ( r· FIELD REPORT 0 GRADING O TRENCH BACKFILL M_ OTHER l),.,.'/lc,# Pt}'e-vr PROJECT NAME /.>. / ,- vt.~/~ 1-u, _; Q CLIENT CONTRACTOR CONTRACTOR'S SUPERINTENDENT'M~' • ' PHONE PHONE PROJECT NO. PROJECT MANAGER PROJECT BRIEFING ~ YES BY UM/ Na:/ B"n~ PLANS AND SPECIFICATIONS PAGE .:/ OF .;l_ ___,;;...._ __ DAY OF WEEK t'(wo/ DATE tz./zdoq REPORTNO LL FIELD TECHNICIAN/AUTHOR DATE --'-fZ---<-/J<--=-8-'-'-/0_,_'f ___ _ 0 PREVIOUSLY BRIEFED ~NCHANGED u N C H A N G E D 'Jav TITLE _____________________ _ EQUIPMENT V{ORKING AND TYPE OF COMPACTOR BY ______________________ _ 1'., f/1:>eo iJri JI ~•J' (!) C',:1,,.,.,,..t!S$w w/ d,,/l'h l/411111t,, ~ r,\ 8,-J,: T . / APPROVAL DATE REV. DATE (i) 3t/' dl,;,... S,/,'J tl-tAf-i.Y lb J cwf .L( n--w-E_A_TH_E_R_C._:_.i_,l'./""r:----•. _/-.---11-,,.-~,.-~.~-,,_------------- /'i, II II · .nl ,_ ·-~II~ ~ D-r I-_ -="'"-'-....,._,,_.,_____.,.,.=-=,u...:.---------- \V 3c) a,<;,... (!le;;.,. 41,,.;f ,...<,;i.:K "7nu:,/cs-SOURCE OF FILL ,4,1 / fl 0 NO FOLLOW-UP INVENTORY DID You REVIEW PREV1ous FOLLOW-UP FIELD REPORT? p{'Yes LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT:. _ ___;..().:a... _________________________ _ LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP:. ___________________________________ _ WHAT IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING~ VISIT? WAS A MEMO ISSUED TODAY? 0 YES O NO MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND .!2!!21:!.QI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, OR OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, AND WHERE. -• .... __ ·· -· ·----·-·--··--_,._____ --·-------,-: Ctn'-5fa;v --------------------------------·-....... .... . . ... ___ 0.AI: ,;;~ ... ::::-... t:. 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'-/4,,P.:f:j.4 .. -~--t:,!?.'l_:;t!:f,.t/;,=.._7:..~-~--.,gb,<s_-/JJ::t_ .•. ff4:.....£--_--44•~$~:---/#. ~ '$ .. . ri7J. /fl-. ~u'f.f(;YI. .. ·tt: -~~1 ... Mtri-!!>-: -:-:c...~,bj __ .i-C>1A-t4 ~ __. I~ P#f . . _ _ _ ' .... . @J . 'D-,-,-/1,7 ~ . C<i.uw~~. ,,'Jf:. ~-t~w.< ... il:."2:-~ .. ---~/~~ __ ~-Btt(.:._____________________ __ .. . . ,......... ···-· . -. ··----.... ·-------------------------------------·-· FIELD TECHNICIA~U2EU~Tl '--,,, /} A DAT¥ HOURS z,,_ /, v /ff-c..10-.,,, V,. ,2-/2-, /()9 ~. /l NUMBER OF DENSITY TESTS TAKEN ....... ------·------------------------.. ·-----·· . . ·-·· 0. T. LIST ON-SITE VISITORS {l~:-,..LJ /.:,J,,,> CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. 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OF ;i, ;..._ __ _ 0 GRADING O TRENCH BACKFILL e§ OTHER £?,-: I IPd P.:er-~ DAY OF WEEK be~ DATE (vlz,z/1)9 REPORT NO. / 2- PROJECT NAME Carls ~ CLIENT u N C CONTRACTOR H A N G E 0 PROJECT NO. t!J PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR PHONE PROJECT BRIEFING O YES DATE ________ _ BY <:\-'PREVIOUSLY BRIEFED PLANS AND SPECIFICATIONS UNCHANGED TITLE _____________________ _ BY ______________________ _ APPROVAL DATE WEATHER _,;c~.i,,;'1.>::l,"'4-..k:l~~---L.=.:t=~--=::.z......;...;:~=-,/£-jr-;,f-:!'l"r...., SOURCE OF FILL 0 NO FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? ;!(YES LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT:. __ .t:).=----------------------------- LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP:_-""'----------------------------------- WHAT IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING fil2IT VISIT?,,# WAS A MEMO ISSUED TODAY? 0 YES NO MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND~ OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, .. OR.OCCURRENCES, DEEMED S!§!;!!!'ICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, AND WHERE. ----·-·-·-·-·-..... ., .•.• ··-·--····_av. s:Ja. .• tit ~_g #M _771 --~ &? ,'~.$1)-,< #rllfr'bj: .J!f'¾f,;f,~ rflv_Bl'(J _:11 Z ~---·-----·»···--.·· ·-·-· . .. (i). 5~ -· Caps,_ ,k ___ (}d~--#,~----·?!)..=,_Z~ ... ~--~(; _ ___dk U.0!.~ rb---2..t~,. a;,J/4-e se-//,f:!f.--o/-·-~ -s..e:f_~)?,.1ff.i! .. ·---'~--ui/~$,r71$"• Pc,).-to .. 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Jnt!.b_L~k.;;:.v-1~~~J:tu-. <Jf -ermJ./v.a......IM"l<-tl~---lia::,-. cai'SS'IIJA .. !!....~-------_ JS'" 17.:11:1, -l . 'f . / . @. 1}6-_,... 3-t-~N l,.,n~-re~,bi_j uf -.,:J~"M:-J---F~ .. -btkf._~_C:_t:,1£VJ4 P'.7-~---J?~.---l'~------ -dt'l/,f<f ·-"'all.M.f . 6& .... ~J~~z:L. ~"'-f7-~ .. @>-~----~ __ 4.!f!,f!_711j,l/_~-4:.d(A7.-t:-y.c:.eli~.----~--&-.. ~--- ----------------------·-·. --... ...... ' .......... ----------------·--·------------------..... -· . -- '---·· ----------------------·--. --------·-. -- O. T. NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of ~hose operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obhgation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T110FLD.RPT (8/99) ( FIELD REPORT 0 GRADING O TRENCH BACKFILL I PROJECT NAME/'?1, • ./-,ba.,/ Cwss·,n,_t,:.._J,s-PROJECT NO. tY:,9/6 • ,qz • 0 CLIENT PHONE PROJECT MANAGER u /I. 6~ fi,,.,:/2./JA Re/VI N ~ C CONTRACTOR PHONE PROJECT BRIEFING 0 YES DATE H d,,,,k BY t(.kskr,r1 1v~/4;f~,s-r b?. A ,r N CONTRACTOR'S SUPERINTENDENT/FOREMAN ,, PLANS AND SPECIFICATIONS G E ....Tay TITLE D EQUIPMENT WORKING AND TYPE OF COMPACTOR BY (!;110· So DrJtl tz:y ~'-'I '3o" f#' :;ui:tl CUAf-er- ~hd-r APPROVAL DATE (j} Pdh¼)f-(!} 6~re;s,.,,. ~I d,,,.,1~ WEATHER ,5anfllj Ci:Ji,.1:> a:>,· .Q~ l'-\,N, SOURCE OF FILL ,A,1/,11 FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? ;r,'ES LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT: .-e;- LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: WHAT IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING~ VISIT? WAS A MEMO ISSUED TODAY? 0 YES 0 NO MEMO NO. PAGE .:f_ OF DAY OF WEEK ~..,iN-.f~ DATE le/2:J 4J :z' REPORT NO /"3 /~j:J FIELO TECHNICIAN/AUTHOR ~:# ~PREVIOUSLY BRIEFED ~'UNCHANGED REV. DATE 0 NO CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND Q!Q..llilI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, . OR OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK,. BE SPECIFIC AS_ TO WHO, WHAT, WHEN, AND WHERE. -________ ,......_, ...... ,.. ... -----~-~" --· ....... " .. .... _ ... _ ch_-~;ie-_,,_ p.f ___ fr;fll dl!( _·m __ ob.s-erve, ___ Ca/:¥/7J'f 5-fr-;l(e,r -o/-1/"'J,~ &_ ftlj 2-12-$, __ ., ________ ___ @_ C,...&-.1 _ -;e~~o/ \'lZl ___ res~_ eik://ltfr.du,,,~-~2';. _____ Ccewan..td~ 'lo sr#,irL An'll hJ. __ ... ~-'lo . .1W1.d:M,j_1;ct,,../..-;tc1.k.b,.,,_;s:..L.--_:.')-~iLc.iy---c'l'1.-~«.: .. ,.?111..'1J, ••. ..Pcf __ fl_~--d~~_:_--.'JJ.:,-1.././4ri-j .. ,_t;.,:rf___ _ __ • . -__ .~er:,' ~~--ft ?f __ ~fr,i.rt ~!.._ 1,_=_ !tl.q'..!---. 'Pc,ll1151-.~--clt!M_~.--J:._(k,.¥J:1-< H_?._1,_ __ ~1..4Jg.cf._ _____ _ .. __ ...v. f.t1r 4,A~ .. -Cre&vwfl~ ,;,.., ?°aSS/&W . H -z../_~ -.. ,.._._ . © Pr,tl.hf _£!,,. . ~.:s~ _# zs: s~o!-9-_/f,.,:~.ifJ1£:>,,.. -,'\e.tz~,:."'t L-e>:(fb~ ~46Rvr __ pr _ ._ ________ C,et/s.$oy .. '!:2-C 4¥lvf.d.. .. e1.C_ jZ? u;; f7/;e,,. __ Dr!ll~,'" .. A! . u.).Jw"7 1,/:, z.~ re~~~---·--·-·. ·-·· ..... C,r:g:<:<J_ a1;;1.... ... t.ff:1'icft.... _ _g,J.@.,,JC. .. ,_ .. LZ... ~.::, _-:b1. __ _£.~J' .. J:t..~-·------·· _ ---··-,, ______ @ . }) ;-,1/;J, ... y .. _t:1£ ea;s,t?,, ___ # -XS _/Nci,,,,.Jl,7 .. c~v~ _ cc:"'11/ ~L ,,£ z..~1.:::,-. ...!:'~-it;~.,,,e_ ____ ~--- ;',,; . Cr::..«"5-sr2..l;J" .... '!& .:z~~ ----------.. ···----··-··-· ---~--__ .... ·-----~---··--.. --··-------"'·-------.. . .. -~----.,...._,_...., __ ~ ..... ,_,,,~ Off. k 2.Er B " ... • ••• ' S"• ... " •. -., --·· -~ 4. • ........ _.,. _____ .. -,--··--·.,.._,,_,~ _,, __ -----·~---·-·--··--~------..------~--,..,...,__ ----·-----..... ... . --.. ----·-~ , _____ # ____ __ ....,.,,... .. ~ .... -·---·--~----·-...... --. -------.................. ~--~-... -,,..... ___ ,.. __ ------··-----------... ~-----,,,, ,._,...., ,,_,,__,,.._,.,...,,,,...,,..,,. ·-· ... .. .. -.., -. ,--. ' ..... -~ '' .... _,...._.,,. ___ , .,,,.. .. , .. __ ,,_ -··· ...-#----. ..._. .. ,.-...._ •~~w, ,_ • -.,.,,,.._,....,.._,.,,,_..., """ ,,._..__ .......... ------· -~---...--.., -.-- -.. .. .. -·-... _ , _,. . -·-----··--......... --~-. __ ,_ ·--~·-·· N -~~ •• ~ • ···"·-- _,_.,,__..,.__, ... __ -------------------·-··· -----·· ___ _,_ - --'~ -. ' .... , ' .. , ' " . ~---· .. -.. ··--. ,., -... _ ·-.. ~--•••A--• A ~-•M• _....__ -._.......,., __ -,.,_,,.. __ ,,..,., _,_..,_, _, ___ .. .. ... ... ... .. --. -···---.. ' ------·-,._ ~ _ .. _ --~-~-----·-··'-·---.. ---------------... -----·---___ ,,,.,.,,.. ..... ~,-_.._,,, .. -·-· ·-- -. .. -.. .. .. -. --. . . .. -.. ,. . . -·----~ -·--~ -·---· . , ... ,,,,.,..,_.,.. __ ,..,....,,.._, -·----··-...... ------·----· -. ---.. -. . , __ ,..,.'" , ______ .,, __ .., ____ -·-------~----·--------·-.. -" ... . -· .. ... ~-. .. ..... . . " --.. -~ _, . -·--.. --~ --------·-----~,_ ________ _.,,. __ ,, .... --~--· .. ,. -........ -----.. .. , ...... ·-· .. ·-------··---~----~--·--~------·. ---_,..,.,_,,. ...,.. .. .,., --·· -- FIELD ~l'.11 (PRIN~ a,l/7, /r, r,/zAT{r, JURS 0. T. LIST ON-SITE VISITORS /.-r;; t"'laM.~ I t-:5 r/11 ;t) l?,,.:.'>.,J tf::..J,,~ ,u,,.,, NUMBER OF DENSITY TESTS TAKEN CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T11 OFLD.RPT (8/99) FIELD REPORT PAGE ___ OF ___ _ 0 GRADING 0 TRENCH BACKFILL @ OTHER t_'2., e /..£_,fl REPORT NO. I I./ b 'II d P s DAY OF WEEK /hv/LJDtd~ DATE 1'2./?.. Y/ 0 9 PROJECT NAME (:A~~&.D PROJECT NO. OS Cf tlP -c/2 15 D C/'l:o 'SS /2-0A llS - 0 CLIENT PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR u }-/. 6. Fe..l\JT'oN R~ R '-IV\ N C CONTRACTOR PHONE PROJECT BRIEFING OYES DATE H -... 0 PREVIOUSLY BRIEFED We:s+e ~i\.l (:-0 (.A.~ bA""tt ~ IJ.S BY A N CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS ~UNCHANGED G E 0A'1 TITLE D EQUIPMENT WORKING AND TYPE OF COMPACTOR BY P'-'M? -c..o iJ c-n.-e.-4-e. APPROVAL DATE REV.DATE WEATHER :S:':'\ :cl I" '1 c.o.0L ':> SOURCE OF FILL FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? OYES 0 NO LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT: - LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: - WHAT IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING !is,1IT VISIT? WAS A MEMO ISSUED TODAY7 0 YES 0 NO MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND .QlQ.!illI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, • _OR OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, _AND WHERE. .._...~, -~ -· __ 9~ s,; .\-e. ..... +c __ ob.~ett-v'(. . CoN~-+"~.?lA~e.~:t l=='c.n,.. ~~i ll~Jp3Q"-S. -·---·-···--· --·-.... ~~-----B~-ti.~_b!:!'-)~------~~-s_. ____ G?hs:_en).).!f!!:_d +1-.-e._~,A~M-e$"( 6 f. Col'l~e,. __ _ ..... _ pc,'<-____ b\'2-~\\::e d __ 1? t.en..s _20 __ i<l,-.,t) ·2.J . __ eol'\)<.fl..0-l-_-e.,_ v\,4c..Q d.u.:sJ·e3 ___ -- ·-· ~ ". . ?t.-1. vvt f? .. \,, ~ ,e_ b < (2..Q..£-.,-f 1\)3 _____ Co}',}~ ~e.., __ do~W~'Yl-0f:, ~ bin..Stt 5!l-~ .,-~·',.., ... _Tblil-... vt.pp.an.. Io -ts_ __ E-±.,_oF: Jl-Ha -s)-,41=A·WAL VLbll.A-\-e..A, ._ -··-- "''' .. ~, -· ..... ~0--~~±-Q. ___ ~.tA.~~--T~--$-~h-~.n,A.d-: ... ,§,J?.,.yJ~±J~.&._C~t' .\: __ :s~-\-c: __ ~o),h ________ ........... __ ~±M~d .. _.±c .... ~~FI~--: .. _,,,.,,, ___ ,.,...,,. ___ ,_ .. ,......,.,,. "'N"'' •... --, -• •n ___ ,._, -_____ ,_.,_,, -.... ...,_.....,,._,.., ..,,,...,._,...,.~•-•--__ ..,_, •• .._.,,., ~-,., .. ,~.,,.,,. .... -.-----····---... ..,..~------.. ..,.,,.,,.,..,.,,..,.......,,,. ... ,.._,._ ·--. --·-.. , . . -----··· --....... --. ........... ,.__., ___ ·------............ -...,_., ....... ....,,_ ...,_, ..... _..,.......,-.. .,,.~" -~-, ____ ,__,,_,....., ,. --·--,.,_ -------···-------·-... -·· .... ··-•• •,• ~~•r --·~·----·---~-~ __ ,__,_, ... ,. .. ....__ -· ,,,,....,._ .... ____ ·----------~-~ .. ~·-.. --------........ --...... ---···------,. ,,._,._ _____ ,,. ___ ........ ~,-......., ........... , ... __,_,.,..,.,..,., ..... ... ····----·-_., -. -~ .. -., .. -. .. ~----, ______ --____ , ___ .. _,, ··-~----;;-,,-.,---·--------~---.. ~ . ... , ......... .. , ..... ____ ....,._ --· ____ ., ____ . . ---. ---., ., _ ____,.._, __ ,,._.. ..._ • _,._.., ___ ,,,. •·-.. --•• _, ---_,,.,.,_,.__~••-~ ·--... ~ ~ '" • ••-...-,. _u __ ,.,_.....,. __ ----•--, __ .,. ___ , _..., _______ ._. ~--,--......._, ..... ,_,,,,--·- -.,. .. ~---,. ~ ----·-' .. ----------------~--------· --·--· -···· . ., . _____ , --. -.... , . ----·· _,., _____ ,. ______ ~ ___ , _________ ...,. __ ------____ ,. __ ._ . --· .. ...... ..--~-----·-----. -________ ... -----· . ·------------,,. -... ~ -,., __ . ,. ___ ----··--· . ·----....... .-.,....,~,...._v -_ .. ,__. _____ ,..,__..., .• ,, __ , ·-. --. ,. ,._,. ___ -. --.._.,. __ .._, -. ., ------..... ...,_ -.. ·-... ------... --...--·-_____ ,, ____ ---""-""'"' ------.., _______ ..., __ ----~- ·-·-. -. .,_ ---. _ ,. -·--·. --. ·---------· ----........ .. ---·--·----------...... --· ----···--·------, _ ·-·--·------~-. . -. ·-.. ---------. -----.. .,_ -· ~----·-,, _____ -··-----·-··-----------------____ .. -----~---· ·-----· .. ' .. -., .. ... ·•· ... ,._. . . --,~ ---.... , _____ -___ ,,. ________ ---.A------- ... --,, . -_ .. ..,_. _ .. ~ .M --, ... ... .. .. -,, . ... -· ···-·--. -------________ ...... --. ~---.. - . -. . -. . .. , -. __ ., . ._. ~ ....... -· -·-· .. '--· .. ... .. . ----·-· --~-------------------... --~·-~«·-·-.. . FIEL~CHNICIAN (PRli:2 ~, , f 01'. Mi '..1)-..!..e '2.JD~l I '2. oq H~RS 0. T. LIST ON-SITE VISITORS NUMBER OF DENSITY TESTS TAKEN CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T11 OFLD.RPT (8/99)