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Home My WebLink About1 LEGOLAND DR; FUN TOWN; CB990146; PermitCity of Carlsbad 02/11/1999 Commercial/Industrial Permit Permit No: CB990146 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: FEND JIM 1 LEGO DR . Building Inspection Request Line (760) 438-3101 1 LEGO DR CBAD Tl Sub Type: Lot#: 2111000900 $0.00 Construction Type: Reference #: AIRPLANE RIDE W/ELEC COMM 0 NEW Owner: Statas: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 01/13/1999 MDP 02/11/1999 02/11/1999 LEGOLAND CARLSBAD INC <LF> LEGO C/0 FINANeE""DEPT -£~l c· CARLSBAD CA 92008 760-918-5461 ~00 A\?ENIDA ENG-LNAS #13tf.J 02/11/99 0001 01 ~~~~O~ c-PRMT ._<(w\ __ --- Total Fees: $259.00 I ~17a _.n<entt;~~~~O;O\O \J4'pafance Due: $259.00 ~ .... -~\ $0.00 $0.0b $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $0.00 $259.00 lnspector:fiL_ FINAL APPROVAL Date: &J ·/0. r1 Clearance: _____ _ . . .. NOTICE: Please take NOTICE that approval of your project includes the "Imposition" offees, dedications, ,reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued.to protestirnposition 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 Carls bag 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 rightto.protest the specified fees/exactjqns DOES NOT .APPLY to water and sewer-connection fees and capactiy 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 ihe statute of limitations has oreviouslv otherwise exoired. · CITY OF CARLSBAD 2075 Las Palm.as Dr., Carlsbad, CA 92009 (760) 438-1161 02 FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. 11-J l{ 6 CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL.---,------- Plan Ck. Deposit __ ...,.......,.... ____ _ Validated By _________ _ Date __________ --,-__ _ 1, PRoJECT INFORMATION ··Lel.J>o Lerv D Business Name (at this address) Ca [ ,· (ocn ,b Address (include Bldg/Suite #I Legal Description Lot No. Subdivision Name/Number Unit No. Phas·e No. Total # of units Assessor's Parcel # Description of Work II of .Bedre ms # of Bathrooms = Tell!phone # Fax# 4bl Name 4; ·,-,PROPERTY,OWNE!l ''.:' ',:,:,:;.::,,::,rJYfJ!rt~'.'!/~:\•itf:=' ;·:r,:,;;,: t:1,,L . Name Address City state/Zip Telephone# ·5~.-t CONTRACTOR::-COMPANY.:NAME:':'.~·::e;t:::?;t·;; U:,\:t·\· (Sec. 7031.5 Business and Professions Code: Any City-or County which requires a permit to-construct, alter, improve, demolish or repair any structure, prior to.its issuance, also requires the applicant for such permit_ to file a signed statement that he is licensed pursuint 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 ofSection 7031.5 by any applicant for a permit subjects the applicant to a civiLpenalty of not more,than five hundred dollars ($500)1. Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License II ________ _ Designer Name Addres_s City. State/Zip Telephone· State License # ---------- ·8. :..:· · woRKERs~::COMPENSA TtON.}~it~~~~2:i~~~:i~~M !M.., ::: .. ~~--., .... -.... , .. ,, .. , .. ~ -· ......... ~~--J :~~ ~,..:~~·: .. 1 ~ •• ·:·:·· • :-;·· •• : : ••• : •• :-~~: • .~~:-4·: 1~-•. :Le: .. _-:.: -·.: ( Workers' Compensation beclaratiori: I hereby affirm under penalty of. perjury one of the following declarations: O I have and will maintain a certificate of consent to self-insure for workers' poinpensation as provided by Section,.3700 of the Labor Code, for the performance of the work for which this permit is issued. O I have and will maintain workers' compensation, as required by Section 3700 of the La_bor. Code, for the performance of the work for which this permit is issued. My worker's compensation:insurance carrier and policy number are: Insurance Company------------''-------'--~---Policy No. . . Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS·[$100I OlfLESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I sl]all not-employ any person in any·manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Fallure to aecure 1111orkera' compenaatlon coverage !• unlawful, and ahall aubject an employer to criminal penahlea end clvll f_lnH up to one hundred thou,and dollars ($10Q,000), In addition to the coat of compenaation, d,magaa aa provided for In Section 3706 of the Labor coda, lnter11t·and attorney's feaa. SIGNATURE _______________________ __,_...,...-,------,-DATE __ ...,......,...---,-,---- ·7. -"OWNEff,SUILDER:DECl:ARATION'~;f~:;:./:::.'-:::;'.,~·'7'"'.'" ·: ·-~' :··· -·· ... "', .,. ·· ,.,, ' .. · . · · . · ,-.. · ·-· -... ,,_ '"· .. ":'· ... --, ,. I hereby affirm that I am exempt from the Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is riot intended or offered for sale (Sec. 7044, ~usiness and Professions Code: The Contractor's License L•w does not apply to an owm,ir of property who builda .or improves thereon, and who does such work himself or through.his own employees, provided that such-improv11ments are-not intended or offered for sale. If, however, the building or improvement is sold within one year of completlon, the owner-builder will have the burden of proving that he did not build pr impr'ove-for the purpose of sale). V I, as owner of the property, am exclusively contracting with licensed contractors to construct ·the project (Sec. 7044, Business and Professions Code: The ~tractor's License Law does not apply to an owner of property who ·builds or improves thereon, and contracts for. such projects with contractor(sl licensed· pursuant to the Contractor's License Law). O I am exempt under Section ______ Business and Professions Code for this reason: 1; anally plan to·provide the-major labor and materials for construction of the proposed-property improvement. 0 YES ONO 2. (have have not) signed an application for a building permit for, the proposed work. 3. I ave contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / 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 number/ contractors license number): ___ · --------,----------------------------------------- 5. Jlowing persons to provide the work indicated (include riame / address / phone number / type Is the applicant or future building occupant required to pbtain ii permit from the air pollution.i:ontrol.district or air quality management district1 0 · YES O NO Is the facility to be constructed.within 1,000 feet of the outer boundary of a.school site? 0 YES O N'O IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFiCAJE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING Tl:IE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT • .8(_ :/! c·Q.,.STHUCTIQN:~'t>!N~~qeti,c;t_i!f(~;,1~'\fi':p,: :;:;;;;;;\,·,'.',~, :7~:i;,:':=:~: :,, i';-;/:a:·r .';:'.' t.:.: '. '-.:,' ·_.:-'· , ;,: ·, :.ft/,: :'. ./ ·.:: t· ; , ":,,' .. '::/·'.·: : ,,,,; . . :·::' \: .. I hereby affirm that there is a construction lending agency for the performance of the wc;irk for which this permit.is issued (Sec. 3097(i) Civil Code). LENDER'S NAME---------,------LENDER'S ADDRESS-,-___________________ ._ ____ _ is>. '_; APPLICANt CERTIFICATlON:,~•i<".J'f1.) j·/,i~:}k::~};': :}'.;i',/f~~i }·: ·.::.:,.;._::' .. , ,>·\:,;·· ::. : ;.,:· : .. ;·,; :· ::: :;~·' .'·-: -' .. ·\•, .· : ., :: : ::;· .. ::-. .,-.{,~::. · · : ·. . ,:·: 0;/ .' •• I certify that I have read the application and state that the above information is correct and. that the information on the plansJs accurate. I: agree to comply with all City ordinances end State laws relating to building construction; I .hereby authorize representatives of the Citt 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 EXflENSES WHICH MAY IN ANY WAY ACCRUE.AGAINST SAID CITY IN°CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0# deep end demolition or construc~ion.of structures over 3 stories In-height. EXPIRATION: Every permit issued by·the Building Official under the provisions of this Code shall expire by iimitatlon and become null and void if the building or work authorized by such permit Is not commenced within 365 days from the date of such·.permit or ·if the building or work authorized by such permit is suspended or abandoned at any time after the work ls.commenced for a period of 18_0 days (Section 1 QS.4.4 Unifgrni B4ildlng Code). APPLICANT'S SIGNATURE -----------,-------,-~------,------DATE ____________ _ ,J City of Carlsbad Inspection Request For: 3/ 17 /99 Permit# CB990146 Title: AIRPLANE RID!: W/ELEC . Description: · Type:TI Job Address: Sub Type: COMM 1 LEGO DR Suite: Lot 0 Location: 6-PPLICANT : FEND JIM Owner: LEGOLAND· CARLSBAD INC <LF> LEGO Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final .Mechanical Inspection History Comments Date Description Act lnsp Comments 3/10/99 34 Rough Electric AP RB Inspector Assignment: PD __ ....._ Phone: 7609185461 lnspectd~ R.eqoested By: JIM Entered By: CHRISTINE 3/9/99 34 Rough Electric 3/3/99 34 Rough Electric CO RB NEED 130 AMP BRKR FOR #1 CON.(OVRSZED BRKR) PA PD / -SEE MULTIPLE SPECI-AL l=NSPECTIONS SCANNED SEPARATELY CB9.72027 IS THE . ' PLAN CHECK N·UMBER FOR MANY OT·HER CB'S ALSO SEE - ' CB971460(OUTER PARK) CB971465(ADMIN BLDG) ,. 'l """~•J lriformation ~.,. ®To Build On Engineering • Coflsulting • Testing REPOFU OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 14, 1998 OUR REPORT NO.: 059-70202-889 FIELD DATA: LOCATION OF PLACEMENT FUNTOWN HELICOPTER RIDE -HELICOPTER BASES #2, 3, & 4 DATE PLACED TIME September 02, 1998 10:40 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ff'RUCK NO. SLUMP, IN. AIR CONTENT, % 3 MIX NUMBER AND PROPORTIONS 1356 CEMENT AIR TEMPERATURE, °F 84 CONCRETE TEMPERATURE, °F 85 DATE RECEIVED IN LAB ~eptember 03, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN WATER FINE AGGREGATE COARSI; AGGREGATE ADMIXTURE NQIE:.AeeLIQAlll.EASIM.SIAMDABO.S.U.t,iL~S.m:HERWJSE JNDJCATE!)· SLUMP· C143-90a· AIR CONTENT· C23J-9jb· TEMPERATURE;· C106H6(93l· CAPPING· Cj231-P3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST COMPRESSION TE$T .RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 17725 A 7 09/09/98 99000 6.00 28.27 350.0 Cone 17725 B 28 09/30/98 17725 C 28 09/30/98 17725 D SPECIFICATIONS 28 4000 REMARKS: _K Cylinders made by PSI representative. Cylinders picked up by PSI _K representative. . Test results comply with applicable specifications. Cylinders made by Architect"s or Contractots representative. TECHNICIAN: DAN RAMAGE Cylinders delivered to·PSI laboratory. Test results·do not comply with applicable specifications. cc : LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , C.ITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSI~ SERVICE INbUSTRIES, INC. PSI A-200-4 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J lnfo"!7fltion· ~ • sToBuzldOn Page_1_of-1... Engineering • Cor,sulting • Testing INSPECTION REPORT cueNT--.L~ ...... e----=-G.c..o _____ ~_ DATE _ __...3~-__._9_-.......,9c......2r--- Architect _______________ ~--- ·,:,•,-,.__.Ji;t._' Engineer ________ ---'------'------'---'--- Contractor. j_ ecd~ d al G/r&bVrA INSPECTION MAT'LSAMPLING QTY __ OSHPD ~ Concr~te Cylinders 31-__ OSA __ Cement --__ Specialty __ Mortar Samples -·-__ Mechanical ,--Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing ,-, _ Masonry Block -- --1l.concrete __ Fireproofing --__ Masonry ___ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone ,---_ .. _ Roofing . ' __ Pile Driving _·_Reinf. Steel -- __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) --__ -Soils Technician __ Other --__ Batch Plant __ Other --__ Bolt Pull-Out __ Other--- PROJECT (Name)~~==~.,::....L:~-- (Address)__._-?'F=.....,_.1--,,~-.----,-_ REPORT NO, ___ ......_,oc:;;..::;;...,:;... _ _,___-r-_ Building Permit No.--------'---------"- Plan FileNO,---------------"--- Govt. Contract No.----------'------- OSAorO~PD #• · Other u,d a~'2.0N MATERIAL DESCRIPTION INSPECTIQ_N CHECKLIST AL Rinf.: RebarAzl';~. l;..~l-5' L Plan & Specs __ Rinf.: W.W.F. 'Y Clearances _ Rinf.: Tendons _z Positions _b_ Cone.: Mix #/psi _J!_Sizes _ Cone.: Mix #/psi A, Laps _. Cone.: Mix #/psi _ Future Continuity #/psL _. __ Grout: Mix #/psi 2-. Consolidation _ Mortar: Type/psi _ Mortar Batching -, Units: Block _ Electrode Storage _. Units: Bric;k _ Torque Applied -. Steel ,_ H.S. Bolts _ Metal Decking __ Electrodes _ Fireproofing _-_Other _ Corrective action required __ _ Corrections completed REMARKS -:J::.sp t,(u ii,_ ";J,/1'1-CCl'l-&d 1+1>-cl ('en ~ d tC:14:.,, . o£ /2 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the·reported work, 1.mless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does-not constitute engineering opin- ion or project control. · CERT. NO. >S°3S"'Z DATE~-'"3'---4_,__-_,_l-1':J~------ PSI-B-900-170(2) l •1 Information • sToBuildOn Page_1_of _j Engineering • Consulting • Testing INSPl;CTION REPORT cuENT __ J ..... e ............ G__.o ____ _ DAT._ _________ _ Architect __ ....... H_._-_() __ /~+-------'------'---- Engineer ___ &f-t--4..,_//?_...i!J_+-: --~------ Contractor. __ ~H......._,B,__C_. _______ _ INSPECTION MAT'LSAMPLING QTY __ OSHPD _._ Concrete Cylinders --- _OSA · __ Cement __ Specialty __ ~ortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete ___ Fireproofing --__ Masonry __ Units (block or brick) --_·_ Struct Steel __ Asplialt Concrete --__ Prestress Cone ·_. _ Roofing ·--__ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing _-_ H.S. Bolts -- _. _ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ -Other __ Batch Plant _ -_Other -- __ Bolt Pull-Out __ Other .PROJECT (Name) __ L=e..___..ro~/4~e+-· ..,_i"l..:.,,.d.J..-__ (Address)---=,-----,--------,=-'""-G ds13Pt-(\ ,, CA. REPORT NO. __ -----*7_0---· ___ b--=0_..2.'---...... //_z__;:.._v_ Building Permit No. _____________ _ Plan File No. ________________ _ Govt. Contract No. _____________ _ OSA-or OSHPD #------------- Other _____ ---'-____________ __;._ MATERIAL DES.CRIPTION INSPECTIQ,N CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons Positions _ Cone.: Mix #/psi ·_Sizes ___ Cone.: Mix #/psi _. Laps ___ Cone.: Mix #/psi . _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage -. _ Units: Brick _ Torque Applied _Steel - _H.S.Bolts _ Metal Decking .. _ Electrodes ___ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially-complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMF ~ ~~ p .. .(Prln~g_ INSPECTOR SIGNATUR&~ re-CZ. ¥ PSl-8-900-170(2) CERT. NO. _______________ _ DAT;,__.. _ __,,3"---'-Y"---2 __ ? ____ -._· ----- l •J Information ~ • *To Build On Page_1_oLL Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) k{o(J/Jl!t11d CLIENT--1::L,,..,~~G:io---~--,--- DATE __ ~J_--:S:,_-_._o/ ...... '1 __ _ Architect __ ~H __ o-=-+-''='----------- Engineer __ __,_rV/__,--'d~m-· --'-----'--..,......-------- Contracto~c -~'-3~t:;>~C-~------------ INSPECTION MAT'L SAMPLING QTY _QSHPD tl(C __ Concrete Cylinders --_QSA . __ Cement --__ Specialty __ Mortar Samples --. __ Mechanical __ Grout Samples -- __ Electrical _. _ M~sonry Prisms .. __ Roofing __ Masonry Block -- __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --· __ Struct Steel _· _ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -·-- __ Batch Plant _-_Other -- __ Bolt Pull-Out __ Other -:-· (Address)___,_--,-_______ _ C. 11.-/-,13.,c, J C:. REPORT NO, _ ___,7 ___ 0--=-z..,-=-0--='L,.--a..--____._.//_~-- Building Permit No. _____________ _ Plan FileNo, _______________ _ -Govt. Contract No.---------.:.....,.---- OSA-or OSHPD #---------,------- Other----'----"---------------- MATERIAL DESCRIPTION INSPECTIQN CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions ·_ Cone.: Mix #/psi _Sizes _._ Cone.: Mix #/psi _·_Lap~ _ Cone.: Mix #/psi _ Future Continuity #/psi _ Gro·ut: Mix #/psi _ Consolidation _._ Mortar: Type/psi _ Mortar Batchinn _ Units: Block _ Electrode Storag13 _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking . _ Electrodes _ Fireproofing _ Oth13r _ Corrective action required __ __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the b_est of our knowledge, all of the reported work, unless otherwise noted, substantially complies with_ approved plan~ specifications and applicable sections of the builaing codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAM~ Pho~~ ~~ INSPECTOR SIGNATURE'~· f PSI-B-900-170(2) CERT. NO. ______________ _ J _r-_0_9 DATE_,_--~-~-'":)=-_:,._/ _________ _ l iii Information • ,.To Build On Page_1_of-1 Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)_ka,-=-="c..::O='c.;_~-"-----..:...J=·--- (Address)_-=----::----------,~r-- cueNT_-L=---c ..... G,_C? ___ _____ DATE __ 3~---~+--_'t..._~....._ __ Architect ___ ..... H_-=o=-..... 1l-"""-· ---,----------- C.14-·~JSB'\-D , G. REPORT NO. __ ...;.,~_o--=-Z,:c.-0__,1~--::--=-~-~-~-----_ Building Permit No. _____________ _ Plan File No, _______________ _ Engineer ___ _..M_...__4'--"-M_.,__ _______ _ Govt. Contract No.--------------- Contractor. __ 13_l ___,_]3 ___ (_-=-----,------OSA·or OS,ljPD t . Other \~d TI A\? co INSPECTION MAT'LSAMPLlN~ ~ MATERIAL DESCRIPTION INSPECTIQN CHECKLIST __ OSHPD ...:b_ Concrete Cylinders ..JL Rinf.: Rebar A~I~ .a.. k i ~ .Ja.. Plan & Specs _OSA __ Cement ---_ Rinf.: W.W.F. _;zQ_ Clearances __ Specialty ___ Mortar Samples --__ Rinf.: Tendons /4 ..::,t!-Positions __ Mechanical __ Grout Samples jQ_ Cone.: Mix #/psi ~t>o6 ..$.Sizes __ Electrical -__ Masonry Prisms __ Coile.: Mix #/psi $Laps __ Roofing __ M~sonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi 22-concrete __ Fireproofing --_ Grout: Mix #/psi -t') Consolidation __ Masonry __ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching __ Struct Steel _· _Asphalt Concrete ----Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel _ H.$. Bolts. __ Waterproofing __ H:s. Bolts --_ Metal Decking __ Non-Destructive __ Tendon (PT Strands} --_ Electrodes __ Soils Technician · __ Other ---__ _ Fireproofing __ Batch Plant __ Other --_Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed e Li.'.:) . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. No.:Y.C/3 0 "4 7 £°"-:? 5: 8 DAT~--__ '3~.-__ 1-l ...... -_'f_:j,___ _____ -'-- l ;/ Information • .. To Build On Page_1_of-J. Engineering • Consulting • Testing INSPECTION REPORT CLIENT_ ..... L ..... c:_<a-0 _____ _ DATE _ _____._3_-__ 3_-_,Cj'-'--'7..__ __ Architect.._ __ _,_H~-=CJ=--tfc""'"<:::'. ____________ _ Engineer __ __,_rr]_._"""~~yv"\-· -------....,..--- Contractor. __ ~-.t--r~li:,· ...,_.l_, ..... : _______ -"--___ _ INSPECTION MAT'L SAMPLING QTY _QSHPD Q.t.. __ Concrete Cylinders --__ OSA _. ___ ·Cement --__ Specialty ___ Mortar Samples __ Mechanical -. _._ Grout Samples · --__ Electrical -. _ Masonry Prisms __ Roofing __ Mc\sonry Block --__ Concrete __ Fireproofing __ Masonry __ Units (block or brick)" -·- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- PROJECT (Name)_l,....,....~e..=G=--=o-l_l,,'\-Y\.. _______ J~-- (Address) ~ C~sBA-~ LA. REPORT NO. __ 7--<-=0__.'Z.-=D=-=2..-"-__ d"-'-~-:?-_~_ Building Permit No·----------~--- Plan File N9. _______________ _ Govt. ContracrNo. _____________ _ OSA·or OSHPD #------------- Other--'--------------'------ MATERIAL DESCRIPTION INSPECTl(?N CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix.#/psi _Sizes _ Cone.: Mix #/psi. _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching __ Units:· Block _ Electrode Storage ._· _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed REMARKS , . rfl,,,,.,i;;,u;J) iJa. '!:/•~ ~. '?U>f'U5.2 d' wou CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMS »>!1-n 2~ 9 ~/l(P~w :;;,~i;;.~:~RSIGNATUR~1f CERT. NO. _______________ _ DAT~-,-.. -.. _ ___:::3~~-.J~--7_._,_9 ______ _ l •,. .,.;J lnfonnation ~.,. eTO Build On Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT JLja l,tft.«t ,eslt1hJ DATE .;l-/5-ff Architec._ ___________ ---,---'----'------ Engineer ____________________ _ Contractor. _________ ----'---''--------- INSPECTION MAT'LSAMPLING QTY _QSHPD __ Concrete Cylinders -- _OSA __ Cement --__ Specialty __ Mortar Samples --__ Mechanical __ Grout·samples --__ Electrical __ Masonry Prisms --__ Roofing . __ Masonry Block __ Concrete __ Fireproofing __ Masonry --. Units (block or brick) -·- __ Struct Steel __ . Asphalt Concrete --__ Prestress Cone __ Roofing -·- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H:S. Bolts X Non-Destructive __ Tendon (PT Strands) Soils Technician __ Other -- __ Batch Plant --. Other --· __ Bolt Pull-Out · __ Other --,. REMARKS PROJECT (Name) 4~" ,,Lmv/ r/kfa~ /;If I-/ . . (Address) P.,/ ~ Ji/£ ~/.7,/s~ {!JI REPORTNO. ~5'f.__ 7tl2LIZ--//05- Building Permit No.-------------- Plan File No, .. -----,.-------------- Govt. Contract No. ______________ _ OSAorOSHPD#-------,--------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Rebar _ Plan & Specs -. Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons. _ Positions -. _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi -. _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi . _ Mortar Batching _ Units: Block _ Electrode Storage. __ Units: Brick _ Torque Applied _Steel _H.S.Bdlts _. Metal Decking _ Electrodes _ Fireproofing _. -. Other _ Corrective action required __ _ Corrections cpmpleted CERTIFICATION OF COMPLIANCE: To the be~t of our knc;iwl~dge, all of the reported work, unless.otherwise noted, -substantially complies with approved pl~nE · specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSFEGWRNAME ~ Du. (Print Clearly) 11,aS.lif'fQB,,SJGNATUAE ~ e.& . PSI-B-900-170(2) CERT. NO. ________________ _ DATE. o9,,._/S~f l ii/ Inforf.!UIDon • .ToBuzld.On Engineering • Consultlng • Testing REPORT OF FIELD COMPACTION TESTS TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 DATE: February 15, 1999 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPOJtr N0.:059-70202-1105 TEST DATA: (1103) Red Brown Silty SAND PSI· Lab# 99-061 OPT. MOIST. = 11.5% .. MAXIMUM COMMENTS' TEST TEST SOILID LABDRY * WATER WET DRY PERCENT Spec. NO. DEPTH ELEVATION NUMBER . DENSITY CONTENT DENSITY DENSITY COMPACTION 7 8. 0" -2' 1;1.03 125.5 12.0 127.8 114.1 90.9 4 -A 8 8. O" -2' 1103 125.5 9.7 124.7 113.7 90.6 4 -A . 9 8 .011 -2·• 1103 125.5 8.0 125.1 11-5. 8 92.3 4 -A 10 8 .011 -2' 1103 125.5 8.8 122. 7. 112.8 89.9 4 -A 11 8. 0" -2 I 1103 125.5 8.9 120.2 1~ 88.0 4) -B '---- .. TEST LOCATION: RED BARON FOOTINS 7 FOOTING SOUTH SIDE NEAR FUNTOWN SIGN 8 FOOTING SOUTHEAST SIDE 9 FOOTING INSIDE FOOTING EAST SIDE 10 FOORINT NORTH SID~ OF RED BARON . 11 90% Min NOTES: TESTS PERFORMED PERASTM D2922-91 &ASTM D3017-88(~OMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIOl' DENSITIES SHOWN: Lbs. per cubfc foot WATER CONTENT: Percent of d!Y weight PERCENT COMPACTION: Based on maximum dry densij:y obtained on sample indicated by soil ID number. * (1103) 2. BACKFILL 3. BASE COURSE 4.SUBBASE . 5. SOIL CEMENT 6. OTHER B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST D. MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS TESTINSTRUMENT: TROXLER, 3430, 27883 REMARKS: STANDARD COUNT M: 7 0 6 ADJUSTMENT DATA M: D:227 D: TECHNICIAN: CATHY PULVER cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE: TEST RESULTS APPLY ONLY TO THE: SPE:ClFlll)CATIONS NOTE:D AND.MAY NOT RE:PRESE:NT ANY OTHRI{JCATIONS OR ELEVATIONS. RE:POITTS MAY NOT BE: RE:PRODUCE:D, E:XCE:PT IN FULL, WITHOWRITTE:N PE:RMISSION BY PROFESSIONAL SERVICE: INDUSTRIEJ&C. Respectfully submitted, Professional Service Industries, Inc. DAVID J. RYAN, RCE DISTRICT MANAGER PSI A-I00·2 (3}f Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA92121 • Phone 619/455-0544 • Fax 619/455-1170 l '1/ lriformation ~ • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVJD CATTLE . LEGO~ ESTATES INC 5600 AVENIDA E~CINAS SUITE 130 CARLSBAD, CA 92008 March 09, 1999 PROJECT: LEGO~ THEME PARK CARLSBAD, CALIFORNIA OUR REPORI' NO.: 0-59-7020~ -1132 LOCATIONOFPLACEMENT RED BARON AIRPLANE RIDE SLAB-ON-G~E DATE PLACED TIME SLUMP, IN. AIR CONrENr, % March 09, 19~9 12:00 pm 4 AIR TEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 7 0 DATE RECEIVED IN LAB M~rch 10 , , 19 9 9 FIELD DATA SUBMITTED BY PS;I:\DAN RAMAGE MIX DATA SUBMIITED BY SUPERIOR READY MIX SUPPLIER SUPERIOR READY MIX DEL{VERYTIC:I{ETNO./TRUCKNO. 246631 MIX NUMBER AND PROPORTIONS 6 8 P CEMENr WATER FINE AGGREGATE COARSE AGGREGATE ·ADMDITURE NOTE· APPi ICABLEASTM SCANPARDSNLESa.OTHERWlSE INPJCATEIS:Ll.JMP··C14~-9Qa• AJR CONTENT· !;23I-9IlEMPERATIIBE· CI064-~88(93}· CAPPING·, COMPRESSION TEST RESULTS .. SPECIMEN TEST LABORATORY IDENTIFICATIO, ~ AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 18857 A 7 03/16/99 18857 B 28 04/06/99 18857 C 28 04/06/99 18857 D SPECIFICATIONS 28 REMARKS: _K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's-representative. ASTMC39-94 I, TOfAL CYLINDER LOAD DIAMETER (LB9.J (IN.) 83000 6.00 Cyllnders picked up by PSI _K representative, _ Cylinders dellvered to PSI laboratoiy. 'CYLINDER COMPRESSIVE; ,AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2940 Cone 4000 Test·results comply with applicable speclllcatlons. Test results do not comply with applicable sp~clllcatlons. ALL CYLINDERS CAPPED.IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGO~ (4), ~ERNARD BROTHERS, H.O.K., CITY OF CARLSBAD 1l!ESE TEST RESULTS APPLY ONLY TO 1l!E SPECIFIC SAMPLl!l'ESTED AND MAY NOT BE INDIC:ATIVE'OF 1l!E ENTIIZDNCRETE PLACEMENT. REPORl'S MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOWRITIEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEJ&C, PSI A-200-4 (4)F Respectfully submitted, <ii:/F,;;.•, Inc. DISTRICT ~~CE Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • S~m Diego, CA 9212-1 • Phone, 619/455-0544 • Fax 619/455-1170 l 'ii/ Information ~ • ®ToBuild On Engineering • Consulting • Tt;!sting REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 Maren 04, 1999 REVISION #1 OURREPORfN0.:059-70202-1125 LOCATION OF PLACEMENT RED BARON WALKWAY AND RAMP AREA DATE PLACED TIME March 04, 1999 08:00 am SUPPLIER SUPERIOR READY MIX SLUMP, IN. 5 AIR CONTENT, % AIR TEMPERATIJRE,°F 6 0 CONCRETE TEMPERATIJRE,°F 6 6 DATE RECEIVED IN LAB March O 5 , 19 9 9 FIELD DATA SUBMITTED BY PSI\Dl\N, RAMAGE MIX DATA SUBMITTED BY SUPERIOR READY M;I:X DELIVERY TICKET NO./TRUCK NO. MIX NUMBER ANO PROPORfIONS 6 SP CEMENT WATER FINE AGGRj:l;GA,TE COARS~ AGGREGATE ADMDIT(JRE NOTE· APPLICABLE ASTM STANDARDSNLESS onrn:RWISE lNDlCATEW.l IMP· C !43-001· ,Al,B com;wr: C2.'ll -9 rtEMPEf_¼Tt IRE· C 1064-86(93)· CAPPIN<;t· C 1231-93 SPECIMEN TEST IABORATORY IDENTIFICATIO AGE COMPRESSION TEST RESULTS ASTN! C39·94 TOTAL CYLINDER DATE OF LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH NUMBER ORSETNO. [DAYS):, TEST [LBS,) [IN.) [SQ.IN.) [PSI) TYPE OF BREAK 18856 A 7 03/11/99 18856 B 28 04/01/99 18856 C 28 04/01/99 18856 D SPECIFICATIONS 28 REMARKS: _K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. 116000 6.00 158000 6. 0 0 159000 15. 00' . Cylinders picked up by PSI _X representative. -cylinders delivered to PSI laboratory. 28.27 4100 Cone 28.27 5590 Cone 28.27 5620 Cone X O~lF: 4000 Test results comply with appllcable speclllcatlons. Test results do not comply With applicable speclllcatlons. _S ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPL~ED AND MAY·NOT BE INDICATIVE OF THE.ENTlllDNCRETE PLACEMENT. REPORfS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEIB,C. PSI A·200-4 (4)F Respectfully submitted, frJslonal ~ervice Industries, Inc. . DAVID~.1~ DISTRI~~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 61,9/455-1170 l 'il/ Infonnation M. • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES ~NC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 2 0 , 1·9 9 9 PROjECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OURREPORT N0.:059-70202-1118 LOCATIONOFPLACEMENT RED BARON RIDE MECHANISM PIT WALLS DATE PLACED TIME SLUMP, IN. AIR CONIBNT, % February 20, 1999 3 AIR TEMPERATURE,°F 72 CONCRETE TEMPERATURE, °F 6 5 DATE RECEIVED IN LAB February 21, 19 9 9 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY SUPERIOR READY MIX SUPPLIER SUPERIOR READY MIX DELIVERY TICKET NO;/TRUCK NO. MIX NUMBER AND PROPORTIONS 2 7 5 P CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMDITURE NWE· APPLICABLE ASTM STANDARDSNLESS WHERWISE JNDICATE1$LUMP; C)43·90a· AJR CONTENT· C~3 l·S IIEMPERATUll;E"C !064-861931· CAPPING· Cl23 J-93 COMPRESSION TEST RES UL TS ASTM·c39.94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATIO AGE DATEOF LOAD DIAMETER NUMBER ORSETNO. [DAYS) TEST [LBS.) (IN.) 18806 A 7 02/27/99 llS)000 6.00 18806 B 28 03/20/99 150000 6.00 18806 C 28 03/20/99 157000· 6.00 18806 D SPECIFICATIONS 28 REMARKS: _K Cyllnders made by PSI representative. Cylinders picked up-by PSI _K represent.J.tlve. CYLINDER COMPRESSIVE AREA STRENGTK [SQ.IN.) [PSI) TYPE OF BREAK 28.27 4210 Cone 28.27 5310 Cone 2-8 .27 5550 Cone X CyUnders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory .. Test results do not comply with applicable speclflcatlons. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPE<;:IFIC SAMPLl!l5:STED AND MAY NOT BE INDICATIVE OF THE ENTll!DNCRETE PLACEMENT. REPORJ'S MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOIYRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEllSl,C. PSI A-200-4 (4)F Respectfully submitt~d. , Professional Service Industries, Inc; ~d~- DAVI;}(;: AN, RCE DISTRICT AGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, C.A. 92121 • Phone 619/455-0544 • Fax 619/455-1170 . l •f ltifof"!Ultion ~ • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 18, 1999 PROJECT: LEGOLAND THEME PARK CAR~SBAD, CALIFORNIA REVISION #2 OURREPORI' N0.:05;)-70202-1117 LOCATIONOFPLACEMENT RED BARON RIDE MECij.ANISM PIT SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE,°F CONCRETE TEMPERATURE,°F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 18, 1999 3 February 18, 1999 PSI\DAN RAMAGE SUPEf(IOR SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIXNUMBERANDPROPORTIONS CEMENT ' WATER FINE AGGREGATE COARSE AGGREGATE ADMIXfURE SUPERIOR 275P NOTE· APPL ICAB[ e AS'.fM STANDARPfml ESS OTHERWISE JNDICATEIS:LUMP· CI 43·90a· AIR CONTENT· C231-9 rrEMeE:~~0(?4·86(93}· CAP~ING; C 1231-9:J _ LABORATORY NUMBER 18805 18805 18805 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS - ASTMC39-94 SPECIMEN TEST IDENTIFICATIO , AGE DATE OF OR SET NO. (DAYS) TEST A 7 02/25/99 B 28 03/18/99 C 28 03/18/99 28 K Cyllnders made by PSI representative. Cylinders made by Architect's or Contractor's representative. · TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 117000 6.00 J,46000 6.00 147000 6.00 : -- X Cylinders picked up by-PSI _ representative. Cylinders delivered to P$1 laboratory. TECHNICIAN: DAN RAMAGE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27· 4140 Cone 28 .2.7 -5160 Cone 28.27 5200 Cone- 4000 X Test results comply with applicable speclllcatlons. Te~t results do.not comply with appllcable speclllcatlons. Respectfully submitted, Professiona Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl!l1ESTED AND MAY NOT BE INDICATIVE OF THE ENTil!DNCRETE'PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITl'EN PERMISSIQN BY PROFESSIONAL SERVIC-E INDUSTRIB!(C. PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 IL l ;J Information . ~ • .. ToBuildOn Page_1_of_ Engineering • Consulting • Testing .INSPECTION REPORT CLIENT Lep /,.!f1Jd Es/21,e,s .Lv<.... DATE :Z-17-<j 9 Architect _________ --,-'-----'----- Engineer __________ --'---------- Contractor. _____ '-------,-------'----- PRO~ECT (Name) 4-,o /.,,;JJ +J..t~/J,w--k_ (Address) &d$A,o& l?.,,·de- ~lfr L ~ .i4-d, eJ1- REPORT NO. (:).>~-7tJ~-:i---Ill/ Building Permit No. _____________ ~ Plan File No. ________________ _ Govt. Contract No. _____________ _ OSA-or OSHPD #-----------'------ Other _____________________ _ INSPECTION MAT'L SAMPLING QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _OSA _Specialty _Mechanical _Electrical _Roofing _Concrete _Masonry _ Struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _Waterproofing _ Non-Destructive ..X.sons Technician _ Batch Plant _ Bolt Pull-Out REMARKS fert(}r"' .e ef / P1lJb<2 , ___ Concrete Cylinders --·. _ Rinf.: Reb~r _ _ Plan & Specs ___ Cement ---: _ Rinf.: W.W.F. _ Clearances _ Mortar Samples --_ Rinf.: Tendons _ Positions _Grout Samples --_ Cone.: Mix #/psi _Sizes _. _ Masonry Prisms --· _._ Cone.: Mix #/psi _ l.aps ______ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _ Fireproofing --· _ Grout: Mix #/psi _ Consolidation __ Units (block or brick) --_. _ Mortar: Type/psi _ Mortar Batching __ Asphalt Concrete _ Units: Block _ Electrode Storage _-_Roofing _ Units: Brick _ Torque Applied .. _ Reinf. Steel _.Steel ', _Steel _H.S.Bolts .---_ H.S. Bolts --_ Metal-Decking __ Tendon (PT Strands) --_ Electrodes __ Other _ Fireproofing .. _ Other --_Other _ Corrective action required __ _Other --_ Corrections completed .. r . . I ts1't1//eA 5/'t;UI h (2;1& lit1µ J!i;.L-C!-ddl ,.P4w/r'e,t/, ~ . . o-hJv;v/. r)o k R l'/11 v-i:/1// ?//ek/4v7 , / CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · · IN6lPE8fORNAME-C,=--'-if:~/2_Vc-l'v_~/u-lvi ........ e+--J2= __ _ r (Print Clearly) CERT. NO. _______________ _ ,~~sreBifOR SIGNATURE_./41:/2 ..... =· "'-""'-.--..... ~-~"'-"------------ PSl-8-900-170(2) ~ DAT!; -2 -/Z-£'2: l •J lriformation I:!. • .To Build On Engineering • Consulting • Testing REPORT OF FIELD COMPACTION TEST_S TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC· 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE:· February 17, 1999 OUR REPORf NO.: 059-7 02 02 -1111 TEST DATA: (1103) Red Brown Silty SAND PSI Lab # 99-0'61 OPT. MOIST. = 11.5% MAXIMUM COMMENTS• TEST TEST SOILID LABDRY * WATER. WET DRY PERCENT Spec. NO. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY DENSITY COMPACTION 12 8. 0 11 -2' 1103 125.5 9 .6, 128.6 117.3 93.5 ·4 -A -C ' .. TEST LOCATION: FOOTING RETEST - 12 RETEST OF #11 ' •' 90% Min NOTES: TESTS PERFORMED PERASTM D2922-91 &ASTM D3017-88(WPMMENTS: DENSITIES SHOWN: Lbs. per cubic foot . 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATION: WATER CONTENT: Percen1 of di;y weight · PERCENT COMPACTION: Based on maximum dxy density obtained on sample indicated by soil ID number. · * (1103) 2. BACKFILL . 3. BASE COURSE 4.SUBBASE 5. SOIL CEMENT 6. OTHER B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST D. MOISTURE IN EXCESS OF SPECIFICATIONS -E. MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: TROXLER, 3430, 278,83· REMARKS: STANDARD COUNT M: D: ADJUSTMENT DATA M: D: TECHNICIAN: CATHY PU4VER cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY 'OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECJFICOCATIONS NOTED AND MAY NOT REPRESENTANY OTHRRlCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOWRITIEN PERMISSION BY PROFESSIONAL SERVICE; INDUSfRIEl&C. Respectfully submitted, Professional Service Industries, Inc. DAVID J. RYAN, RCE DISTRICT MANAGER PSI A-100·2 (3)f Professional Service· Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ;Jlnformation · l:e. • .ToBuildOn Page_1_ofL Engineering • Consulting • Testing INSPECTION REPORT cuENT __ L_ei~G_o ___ ___ PROJECT (Name) ..... · ~,c;;.-...\,ei-~~-~k=-J{C..L...;c/ ___ _ DAT ..... E __ ,2""----'-cJ._0_-_7~1--(Address) ~ 7 r." {;,;_ /S ~ /-4 Architect __ ----4fL.,:...+_o~L-,:c._ _______ - REPORTNO. 7o~~2 --#/D Building Permit No. Ci3 290 /t,/h Plan File No, ___________________ _ Engineer ____ lY[......,__._-t--=-1?1__.__ ________ _ Govt. Contract NQ. _________________ _ Contractor. __ __,fi ____ ,_,_Z5___,(! ______ ----'---'---OSAor OS~ #1 : . --/- Other /C~ ~?..tttU ./4c/4.i. INSPECTION MAT'LSAMPLING 2 .. MATERIAL D~_;JPT~ .,.. INSPECTION CHECKLIST __ QSHPD ~ Concrete Cylinders ____&"Rinf.: Rebar ,,,,,., ·< 1 Plan & Specs . V . __ OSA __ Cement __ Rinf,: W.W.F.. . _}=.. Clearances __ Specialty __ Mortar Samples __ Rinf.: Tendons ~ .LPosition~ __ Mechanical __ Grout Samples .?rl Co~c.: Mix #/psi#o/ 'dO .L!!?..sizes .· __ Electrical -. _-_ Masonry Prisms _,&'Laps ___ Cone.: Mix #/psi · · __ Roofing __ Masonry Block --_·Cone.: Mix #/psi _ Future Continuity #/psi _Jl Concrete __ Fireprooting --_ Grout: Mix #/psi _J:{ Consolidation __ Masonry ·_ .. -Units (block or brick) --._ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --___ Units: f?loqk .. _ Electrode Storage __ Prestress Cone --. Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_. _Steel __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing -.-H.S. Bolts --_ Metal Decking __ Non-Destructive __ Tendon (PT Strands) ----_ Electrodes __ Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --_Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of-our knowledge, all of the reported work, unless otherwise noted, ·substantially complies with approved plans, specifications and applicable sections of the building codes. Th)s report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · Cl;RT. N0._....:?::..._~_?_7r::....JL _________ _ INSPECTOR SIGNATURE= ~t2k~ PSI-B-900-170(2) ~ DAT1;_..2~L~4ft:_..0..___._,,_,l__._7?__,Cf) ____ ___ l •1 Information M. • aTo Bu'ild On ~ ,.· Page_1_of _L Engineering • Consulting • Testing INSPECTION REPORT LeGa/4-ncl cueNT __ /__e-G-o...._ ___ _ DATE_....o,:;,;J._.;...-_/-1-9--_,C/,_,9'--_ Architect. ___ -+-H_,__ ..... Q""'-'-': c=--------'---- Engineer ____ -.a..YYJ___,'-..,-<.-,,__J11 ____ 1-"-:------'-----'---- Contracto._r ___ _,£--,1--#,8_'--""e.,..,C-_· -------- INSPECTION MAT'L SAMPLING QTY _QSHPD __ Concrete Cylinders _OSA _._cement _Specialty _ Mortar Samples _·_Mechanical _ Grout Samples -- _ Electrical _ Masonry Prisms -·- _Roofing _ Masonry Block -- -2!.Concrete _. Fireproofing -- _Masonry __ Units (block or brick) -- _Struct Steel _Asphalt Concrete -- _ Prestress Cone _Roofing __ Pile Driving • _ Reinf. Steel _ Fireproofing ___ Steel -- _ Waterproofing _H.S.Bolts --· _Non-Destructive _Tendon (PT Strands) -- _Soils Technician _Other _Batch Plant _Other . . _Bolt Pull-Out _Other -- PROJECT (Na~e) (Address) . · &tdsl&HIJ, ~ REPORT NO. ___ (z7'--Co""""""6z~<o-"-4-l.c...r-</...:../_.;;;.cJ~_ 9_· Building Permit No. ---Ci...,Je>....__wj....,__.q~o=--~l~-¥;._..,'20!:...-__ Plan File No . ..,...--------------- Govt. Contract No. ______________ _ OSA-or O~Dd# Other .K:#-'- MATERIAL DESCRIPT~ ~ Rinf.: Rebar s,k.,.,,..., !t,;<;. __ Rinf.: W.W.F. __ Rinf.: Tendons _ Cone.: Mix #/psi _._. Cone.: Mix #/psi _ Cone.: Mix #/psi _ Grout: Mix #/psi ___ Mortar: Type/psi _ Units: Block ·_. Units: Brick _Steel _H.S.Bolts ·_ Metal Decking _ Electrodes __ Fireproofing -. Other /2/;c:Li INSPECTION CHECKLIST ~ Plan & Specs 1 Clearances -)CPosiUons -.¥1Sizes ...l!f1;.aps _ Future Continuity #/psi _ Consolidation _ Mortar Batching _ Electrode Storage · Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our kn9wledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- : ;,-" ion or project control. · INSPECTOR NAME__.7)_,'---/4-n~_£A-rn_-........._------'--'-· ri-6...._......,e __ INSPECTOR SIGNATURE ~•c•~ ,,,~ . .,_,_ ~ ~ )S-391 CERT. NO. _____ ....c..~---------- DAT~---"----~'---r_._/~4:Z._-__._7_Cf~----- l •J lnfornw,tion ~ • *To Build On Page_1_of _L Engineering • Consulting • Testing INSPECTION REPORT CUENr __ L=----e._G~n ___ _ DATE----,2--.-/ ........ $?_-_7.._9_.___ Architect ___ ,_r/~-0~· _...._J(_=----'----------- Engineer ___ __,tr/.__,_...,__4 ___ ._fr/_. ----'------ Contractor. ___ ...,L3_· .......... D~__._{; ____ -_________ _ INSPECTION ·MAT'L SAMPLING ~TY _OSHPD ~ Concrete Cylinders _OSA __ Cement ---- __ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples ---- __ Electrical __ Masonry Prisms ·--__ Roofing __ Masonry Bloc!<· ~ _}a_ concrete __ Fireproofing __ Masonry __ Units (block or brick) --__ Struct Steel ___ Asphalt Concrete --__ Prestress Cone ___ Hoofing ---- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT·Strands) ---- __ Soils Technician __ Other --__ Batch Plant __ Other ---- __ Bolt Pull-Out ___ Other -- REMARKS · ct J T nc:, p,.(_~e. PROJECT (Name),-r-s..::~~~~s_ __ (Address)---i--~--=---===::..:.;;;;;..;,,q'-- REPoRr No._-=-· _7 ...... tJ ...... z_ .. a'---z_=---~/...._¼-'-O ___ B_- sunding Permit No. --"""'C'-:Bz=..,_9.,__.,9_.0__,/._'--{__._..b ___ · _- Plan File No. _______________ _ Govt. Contract No.--~-----'---.,...------ OSAor ~HPp k -. Other J<.ed.. 1~ a-~o h- -MATERIAL DJ:~_9RJP~N INSPECTION CHECKLIST _J(}_ Rinf.: Rebar,~/rn ·/../<:" -1f.. Plan & Specs _ Rinf.: W.W.F. -1!!.. Clearances _ Rinf.:Tendons . tJ, _}£ Positions _,.)-Cone.: Mix #/psL22fjEo,;,6 _152.Sizes J.2.. Laps ___ Cong.: Mix #/psi _ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi -. Mortar Batching _ Units: Block. _ Electrode Storage _ Units: Brick _._Torque Applied _Steel ·-H.S. Bolts _ Metal Decking '• _ 'Electrodes _ Fireproofing _·Otht:!r _. _ Corrective action required __ _ Corrections completed "j CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all cif the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report_ covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · PSI-B-900-170(2) CERT. NO._...c:..5__,,5"_,.);,__'J~<t"-----'------ DATE..,,....,.._-a;l'---",... J_::;<J'_!fl~------ · l•,.~•Jlnformation ~.a,• *To Build On Page_1_of _)_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) __ L::-c-.-c... ..... ,o:a--../ ~'---"----'d::a=.__ cuENT _ ___,;:;L___..c ..... c;,~o-------'-_ DATE,____.;;l_-.._)1_,__-_.9_',..,____ Architect __ __,_f--..... /_CJ"""---'f..--(_ _______ ~ Engineer ___ -m~-r-q..~Vy:\~------_,..------- Contracto._r __ =a ___ n_'-'c_~-~-------~ INSPECTION MAT'L SAMPLING QTY __ OSHPD _ Concrete Cylinders -·- _OSA _Cement -- _Specialty _ Mortar Samp(es -- _Mechanical __ . Grout Samples -- _ Electrical -. _ Masonry Prisms _Roofing _ Masonry Block --· ..N....concrete _ Fireproofing -- _Masonry _. _ Units (block or brick) -- _struct Steel _Asphalt Concrete _ Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive _. _Tendon (PT Strands) _Soils Technician _Other -- _ Batch Plant _. Other -- _Bolt Pull-Out _Other -- (Address) . p . C~s8;,p, Le. REPORT N0. __ 7__.c __ 2_,,_a ..... · L_..__ -___ /,-'---1/ o __ z_ Building Permit No. __ (.,=· _.,;?..._'fS-,9'--"D"'-'/'---"'ri_,LQ""'""'---- Plan File No. _______________ _ Govt Contract No. _____________ _ OSAo~HPI, ~ . --, · -,-;:;t; Other -J<t;cLL;S';;io;.J z;u,, -ft?vr,,~l MATERIAL DESCRIPTION INSPECTION. CHECKLIST ....X. Rinf.: Rebar as 't,.-9: l ... 1 ~ -.K. Plan & Specs ' -. Rinf.: W.W.F. _a Clearances _ Rjnf.: Tendons _,1£ Positions _. _. Cone.: Mix #/psi \ .--B Sizes __ Cone.: Mix #/psi . _Laps _ .. Cone.: Mix #/psi _ Future Continuity #/psi .-· _. Grout:· Mix #/psi _ Consolidation _. _ Mortar: Type/psi _ Mortar Batching _. Unit$: Block _ Electrode Storage ' _ lJnits: Brick _ Torque Applied _Steel -·-. H'.S. Bolts _ Metal Decking _ Electrodes _. Fireproofing _Other _ Corrective action required __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan£ specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engine~ring opin- ion or project control. · CERT. N0. __ 3'"""-'=S"'"-?,__,9__..8.....___ _____ _ (Print Clearly) INSPECTOR SIGNATURFUJ,.. ~· PSl·B-900-170(2) DATE__,.. __ ....;;;).'-----...;_/_7_-_9_7-'------- l •vriformation ~ • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRE.TE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 09, 1999 PROJECT: LEGO4AND THEME PARK CARLSBAD, CALIFORNIA RE;VISION #1 OUR REPORT N0.:059-70202-li32 LOCATION OF PLACEMENT RED BARON AIRPLA;NE_ RIDE SLAB-ON-GRADE SUPPLIER SUPERIOR READY MIX DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 09, 1999 12:00 pm 4 DELIVERYTICKETNO./TRUCK NO. 246631 MIXNUMBERAND PROPORrIONS 68P CEMENT AIR TEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 7 0 DATE RECEIVED IN: LAB March 10, 1999 FIELD DATASUBMITIED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY SUPERIOR READY M+X WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTIJRE NOTE· APFUCAB{.S ASTM $TANDAl3Q6'NLE.5,S QIHERWJSE INDrCATECllLUMp· CI 43-90a· AIR COl;ITENI; c:/3_1 ,sm;;MPERAT) IRE· C ! Ofi*-~61931· CAPPINq· CI 231-93 COMPRl;SSION TEST RESULTS ASTMC39·94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSNE LABORATORY IDENTIFICATIO AGE DATE OF WAD DIAMETER AREA STRENGTH NUMBER OR SET NO. {DAYS) TEST {LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 18857 A 7 03/16/99 83000 6.00 28 .27 2940 Cone 18857 B 28 04/06/99 126000 6.00 28.2? 4460 Cone 18857 C 28 04/06/99 122500 6.00 28.27 4330 Cone 18857 D SPECIFICATIONS 28 4000 REMARKS: .K_ Cylinders made by PSI representative. X Cylinders picked up-by·PSI _ representative. X Test results comply with applicable speclflcatlons. · Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. ALL CYLINPERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE: TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl!l'ESTED AND MAY NOT J;!E INDICATIVE OF THE ENTlllDNCRETE; PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN.FULL, WITHO\YRJ'ITEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRl~C. PSI A-200-4 (4)F W!lli,QRMr F . ~; Respectfully submitted, fi:JZF/nc. DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 'Li Quality Assurance Firm'' INSPECTION REPORT Project Name ----''.::::l;:;;EG;;;.:Oa..:-.;::;LA..;;.N:..::Dc..-___________ ,,... __________ _ Project Address ___ C=A=R=LS=B=A=D _______________________ _ Architect -~N~I/ .... A ___________ Engineer __ "'DA..;;.N~N'--S"'A""'V""O""IE;;a....;I_N_C.=------ General Contractor ___ D ___ E=L .... M ___ A-R ________________ ---______ _ Contractor Doing Reported Work ___ D~I-E~GO~B_O=LT .... ·~A-N ___ D __ W __ E=L_DI_N...,G _____________ _ TESTING SERV.ICES & INSPECT.ION JNC. 3030 Main Street San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax Page l of 1 Permit# 98-146 File# N/A DSA/OSHPD Other Lab. Receiving & Testing Constr. Mat'l Samples ____ N__.1/~A------'---------------------- INSPECTION MAT' L SAMPLING QTY MAT'L DESCRIPTION INSPECTION CHECKLIST -Field _L Shop -Concrete -Cone. Cyl. ---Reinf. Stl _L Plans/SpecsSHEET 25 L Structural Steel -Mortar ---Co'nc. Mix/PSI _Clearances ____ _ _ Masonry -Grout --_. Cone. Mix/PSI _L Positions ____ _ _ Fireproofing -Mas. Prisms --_Cone.Mix/PSI _L Sizes ______ _ _ Pile Driving -Mas. Block --_ Grout Mix/PSI _Laps ______ _ _ Roofing -Reinf. Stl. --_ Mortar Type/PSI _Consolidation ___ _ _ Specialty _ Fireproofing ---H.S. Bolts _ Torque Applied __ _ -Soils Technician _ Asphalt Cone. --L Electrode E705-6 _Other ______ _ -Bolt Pull-Out _ Roofing --L Steel A-36 _Other ______ _ Prestress Cone. Steel _ Fireproof . ----_Other ______ _ _ Waterproofing -H.S. Bolts ---Units-Block _ Corrective Action __ OSHPD Other Units-Brick -----OSA Other Metal Deck ------Mechanical -Other ---Reinf. Tendons _ Corrections Complete_ Electrical Other Other ----Batch Plant Other Other ----- Inspection Date 10/22/98 VISUAL INSPECTION OF SHOP WELDING OF FILLET CONNECTIONS IN THE FOLLOWING LOCATIONS: • EIGHT(8)-12" DIAMETER SCHD 40 X 1' DIAMETER LEG. TO 3/8" X 1'-6" BASE PLATES FOR SAGGING BRIDGE. 4-18 X 18 PLATE WITH 4-3/4 X 6" STUDS. OBSERVED CERTIFIED WELDERS FOR PROPER WELDING PROCEDURES AND TECHNIQUES. COMPLETED WELDS WERE INSPECTED FOR SIZE, LENGTH LOCATION AND UNLESS NOTED ARE FREE OF VISIBLE DEFECTS AND IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS. OBSERVED CERTIFIED WELDERS FOR PROPER WELDING PROCEDURES AND TECHNIQUES. COMPLETED WELDS WERE INSPECTED FOR SIZE, LENGTH LOCATION AND UNLESS NOTED ARE FREE OF VISIBLE DEFECTS AND IN ACCORDANCE WITH SHOP DRAWINGS. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building, codes. This report only covers the locations of the work inspected and does not constitute engineering opinion or project co~trol.~ _,,,,/ INSPECTOR NAME (PRINT) STANLEY SCHLAGER INSPECTOR SIGNATURE~'d,,k.#f) CERTIFICATE NUMBER __ ...:.4=55:::,____________ 7 NOTE: Inspections based on 4-hour minimum; actual time after 4 hours; 2 hour show-up minimum for job cancellations. Overtime effective on Saturday, double time on Sunday. 8!~@010~1;2~~C~ELDING CITY OF ~ARLSBAD BLDG. INSP. DEPT. ' Es.GU ·co.-rporation_ . . 'l.n Paftner~liip witli (Jovemm,ent for 'BuifainjJ Safetg DATE: January 28, 1999 JURISDICTION: Carlsbad ~C~NT ~ O PLAN REVIEWER O·FILE PLAN CHECK NO.: 99-146 PROJECT ADDRESS: 1 Lego Dr. SET:I PROJECT NAME: Airplane Ride Foundation. & Electrical D D The plans transmitted herewith have been corre.cted where necessary and substantially comply with the jurisdiction's building codes .. The plans transmitted herewith Will substantially .comply with the jurisdiction's building codes when minor deficiencies identified in the attached list are resolved and checked by building department staff. . . The plans transmitted herewith have $ignificant deficiencies identified on .the enclosed check list and should be corrected and resubmitted for a complete recheck. . . D The check list transmitted herewith is for your information, The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [gl Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been ·completed. Person contacted: Telephone#: Date contacted: (by: ) -Fax#: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Enclosures: Esgil Corporation D GA D MB D EJ D .PC 1/14/99. trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 9212J° + (619) 560-1468 + Fax (619} 560-1576 I Carlsbad 99-i46 January 28, 1999 + ELECTRICAL PLAN REVIEW + 1993 Nl;C + PLAN REVIEWER: Eric J,ensen , 1. Please provide the following information with the electric a) A detail of the grounding electrode system. 11)% ude the description of the electrodes to be -used and the electrode con, uctor sizing. b) A description of the available disconnect' -g means and its' location at the ride. c) Speclfy on the plans that the equipme _ t is listed and labeled by a nationally recognized testing -laboratory (NRTL). or that it will be field evaluated by a NRTL and the successful field evaluation will be submitted to the City Building Department. I Carlsbad 99-146 January 28, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Ca:rlsbad PREPARED BY:· Kurt Culver BUILDING ADDRESS: 1 Lego Dr.· BUILDING OCCUPANCY: BUILDING PORTION I BUILDINGAREA .1· (ft. 2) . Air Cqnditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-146 DATE: January 28, 1999 tYPE OF CONSTRUCTION: VALUATION MULTIPLIER I VALUE ($) D 199 UBC Building Permit Fee O Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ Type of Review: D Complete Review . 0' Structural Only !Z1 Hourly D Repetitive Fee Applicable D Other: . · EsgU Plan Review-Fee: $ 174.30 Comments: Esgil fee= 2 hrs.@ $87.1·5/hr. Sheet 1 of 1 macvalue.doc 5196 .. f I ,. PLANNING DEPARTMENT BUILDING PLAN CH~CK REVIEW CHECKLIST Plan Check No. CB 9 9-/cf{;, Address _J_ L.£'<;;o .()~JU£ Planner K'.201/ A/ct./ Phone (619") 438-1161, extension ¥7'¥6 APN: -/b . Type of Project .and .. Use: ~~yt7'" _ · Project Pensity: __ Al_~~0f~,___....,.....-__ _ Zoning: C-1-9 General Plan: 7-,;(! Facilities Management Zone: __.__.& ..... X'---- CFDfc?nutl # / Date of participation: /2-2/-93 Remaining net dev acres: 2...S-'ei?c,e one (For non-residen~ial development: Type of land used created by this permit:AJ/o~ecCOMMer:ciet{ ·U~.s-n:rt:iok.,,--RB;ed on ) -1-1,e . O.r'T: . Legend: ~ Item Complete C0 Item Incomplete -Nee~s your action Environmental Review Required: YES NO TYPE ---- DATE OF COMPLETION: ...,.,.· ·--,-,-,.......,..--'---- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action ·Required: YE$ NO_. TYPE ___ _ . . APPROVAL/RESO. NO.. --;----.....,.....-------DATE ___ _ PROJECT NO. S,lj/J C/G-;t/ OTHER RELATED CASES.:--------------'------------ Compliance with conditions or: approval? If not, state conditions which require action. Conditions of Approval:: . _.c_-,-'-,----'------------'------,----- Coastal Zone Assessment/Compliance Project site located in Coast'al Zone? YES_X NO CA Coastal Commission Authority? YES NO -2(_ If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coa$tal Permit Required or Exempt): Coastal Permit Determination Form already completedi' If NO, complete Coastal Permit Deter.mination Form now. Coastal Permit Determination Log #: Follow-Up Actions: CL)/J9G-/C:, YES NO 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Perm.rt DetE;Jrmination Log as needed. ., . ~ -B D D lnclusionary Housing Fee required: YES __ NO (Effective date of lnclusionary Housing Ordinance -May· 21, 199:l.) Data Entry Cornplet(:ld? Yl;S NO (Enter CB#; UACT; NEXT12; Construct housing Y/N; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensional site plan dr:awn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way w·idth, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required Interior Side: Required Street Side: Requir~d Rear: Required Accessory structure setbacks: · Front: Interior Side: Street Side: Rear: Structure separation: -~W, D 3. Lot Coverage: ~~ D 4. Height: Required Required Required Required Required Required Required Shown -----'-'-----"-----~------ Shown --------------Shown -,---------,------------Showr:i ---'---------------- Shown -'-----'---,-----,---------- Shown --~-----------Shown ~--~~---------,---Shown --------------Shown ---------,-----------'-- Shown ----------------'--- Shown ----------------- ~~ D 5. Parking: Spaces Required_-----'-__ ___,---,-Shown _____ _ Guest Spaces Required ---'---~-,--Shown ______ _ @ ~ D Additional Comments(;) Providr;,_ cl,i...,e,-,sicne,I e,/evc,jt'cr,s kofrcc,.--H13 ~/i~ ctf-;!J. ~qc,}i(¥l • ~) S,oec;:% ~~ To Mike Peterson City of Carlsbad Building From Jim Fend Copy to Don Neu RE: Airplane Ride . Ill LEGOLAND CALIFORNIA Building Plan Check Review Checkli$t PLAN CHECK# 99-146 Response to Additional Comments: Memo/Report Date . 01/18/99 Page 1 . Extension 122 Initials. JF • Dimensioned e::J_evations indicating height of operating ride .are attached with this submittal., 3 copies. • Attraction being replaced. is Food Stand (component# F-339-86)as indicated on submitted Drwing PWOOl Site Pian included with this submittal. 13133-B LEGOLAND California Inc. One LEGO Drive Carlsbad, CA 92008 USA Tel: (760) 918-5300, Fax: (760) 918-5459 Kinder konnen von Erwachsenen begleitet werden. Children may be accompanied by adults. TECHNISCHE. OATEN: GrundriB .... : . . . . . 10,0 m Durchmesser f?.lughohe ......... 2,0m Fahrplatze . . . . . . . 16 Kapazitat . . . . . . . . . 480 fahrgaste pro Stunde AnschluBwerte . . . . . 22 'kW Transport . . . . . . . . . _1 x 40 FuB Container (- "--''4' 01O,Om 033' Zierer Karussell-und Fahrzeugbau GmbH Moosgasse 4 · 8351 Offenberg 1 · West Germany Tel.: .991/9851 · Telex: 69863 zie d Telefax: ~!111941}2 TECHNICAL DATA: /~ Ground dimensions· .. ,, 33·feet: . Operating height ..... "T, Seating . . . . . . . . . . . . 16 Hourly capacity . . . . . . 480·riders ·Electrical requirements . 22 kW Transport . . . . . . . . . . . one 40 foot container Zierer Karusseil-und Fahrzeugbau GmbH P.O. Box 59191 · Dallas, Texas 75229 U.S.A. 0 214/351-6859 · nx,.: 4630104 lac dal Telefax: 214/243-3330 1 ~. ~ BURGESS ENGINEERING ciROUP 1611,-,,-6-,&k ~i~ f .. ,----~·-·-i ~d' ;&r.r,,.-n -:;1..~,!)/4,,n tr/ ,LJ,4~ ; al ~ $. ~ ,,,,, II ~ {!), #? H) 'Z-.-J?' ~ ' . ~ - I . : f ' . . ' ' ...... ·--·-·--'--'--.- 11 ! -.. · 1 . i I ,- i ! ' . I : . i ...... ~--, __ , ··--"···-----·.....,_ _______ ...., _...._.,,_,_~__, .. BURGESS ENGINEERING GROUP. I ' . ' -_;i -""*""-~-~-1 ----' ! /11,t, =-1'3,. 5.u..x .t::J-,,.4-f1_ =-. ?4-, i:S"Z 1-e/r- ) .... · PAGE: , .. 4---c of_._. ~- BURGESS ENGINEERING GROUP JOB#: -----'---'..:.;.:;.;.~__.-=do· .... · __ DATE: ____ /~..,,._/..-,~: : .. .,,...,.*/2..._.'9,_~~ 4 ·-. l / - V:::. 'z_, :5' eA I< '== z.s-{ \) -:; 0 )4-,,J ;:. i;J L. ! l i -l --· NAME:-'ef"""""·J-=6J.,....,,~,......-7":""'-. __ r ! l j i ----·----. r ~e-!4.!_ ! I 1 --···--;-~--i-~--. Cv ::-o .. 4:N11 ' Alv:: /,D , ? I-=Io· I : ·1·- /2 ... :i,-i. : , I -: I ' . ... . ·: .. ~---.. --~, I I 611-= o,; 4- e.. '" Z,~ z., r =-1. oo 1/; 4..4-oo.:tl:. 'hi9/J , i . I ! ---~. l ! ---! I ,_ l i ·-i . - l j ! -i I I .,w<,.-.... ,•••• ---1-:-. l : ' ,-.----1---: -- ... : --··-J ·---· - l j . i : ; I _J ___ J ---i .. • I ' • I ' t \ '. . Jj; I ; -I" 1 _..! 1.. __ J .. ( .1. ---l ___ , ___ : -+--I -~---~~-+-! ~---------. -··---~ ~ ..... ··1-·-·r--;-·--t--~----,..- ! I -i. ! I . ---1 ··-- 1 "-~--·-· I I ·r ---1-- -----·---·--·-··-'--..... ) I ' i I l , L -_ -----~=-i· :: ,_ 1 ·.-. =c~ ... :: .. 1 ,. ' l ·-1····--·--1··· 1 -~---1---l ' ' ; ._...----J_ , ____ : __ w_,· ___ , ____ ' "•· -• ', ___ ,.' ______ ! - t : 0 • ' Founda.t_ion·.·Loads: · Kiddie Plane The listed loads are relative to the top edge of the fouridation. The force Fz and the moment Mz runs ·in line with the 2-axis. The transverse force Fa and the bending moment Ms have to be considered as circulating in the x,y-plane. · Maximal existing values: Maximal existing anchor fore~ : Fa= 18417 Fz = 54273 Ms= 569-1-0 Mz = ± 15359 [N] [N] . [Nm] [Nm] • Fv. Fv = 33000 [N] z y Fa Mz Ms 0 Important remark : It is important that the anchor bolts are so embbeded in the conctete that they can withstand the listE)d anchor force mentioned above. X • ; -~ BURGESS ENGINEERING GROUP PAGE: / -· . ·:o(,-..::.,_. -...:...a..a-~ JOB#: ~&~ : .. ."01. . DATE: -1 -8 -'i'1 NAME:.~---=v.c..:V...:.B=. '+, ..J;::,.,L,,. __ __.; /4-/r ;7/g;,1?£. ~,-;;b- L~.t~/4/'I d) {!o7. 0 ' ' ' : t • j , . . 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