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Home My WebLink About1 LEGOLAND DR; BATFLYER; CB001389; PermitCity of Carlsbad 06/12/2000 Commercial/Industrial Permit Permit No: CB001389 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 06/12/2000 1 LEGO DR CBAD Tl Sub Type: Lot#: 2111000900 $75,000.00 Construction Type: Reference #: LEGOLAND/SAT FLYER AREA DEV COMM 0 NEW HARDSCAPE,WALLS,WALKS FOR NEW RIDE Status: Applied: Entered By: Issued: Inspect Area: Applicant: _owr.1er:: - LEGOLAND CALIFORNIA INC <LF> LEGOLAND-ESTATES AG~ LEGOLAND CALIFORNIA INC <LF> LEGOk'AND ESTATES'.:'A.Gr1 ,..,_ ~ ISSUED 04/12/2000 RS Plan Approved: 06/12/2000 C/0 PROPERTY TAX SERV co / ~' p1(0J'J3_0~E~B')T~ s~v co PO BOX 543185 f(yf0 P-Q-B0X,549~~5// "'9867 06/12/00 0001 01 DALLAS TX 75354 / ~ ...--o DALLAS TX753~,.., 1(\) ~ \ C-PRMT (\ _,,./' ""'7:? ·~ \_J ~ \ I "c"'0 _ / Y/'11i{\ "'~ '\ \ o °rJ \ Total Fees: ! t U J f . .... " / /.If\ \ , .. __ ) I \ ~-~/ ~Alt ,,_-:,_ ,£, ,-1E J j ,::::;::_/ ; :~~~i;~iidf ~~~ermit Fee \\ \ J~i6t~~A it~r :J~~Joon. Fee J Plan Check \ $3~2:69~ b~~er f.~e ''o/ / / Add'I Plan Check Fee \ \ $0~90)7'\\. _ ;rnJpW~ee / ;· Plan Check Discount \ \_$0,,0,P l CJ=D·Payoff Fee Strong Motion Fee ~,,--:--(~ $1'5J5 !NCORff.fFED ~/ (::::--, Park Fee \'.>//$0.0e>--..____ if FF (9F-D Fu~d) \ 'v ~ LFM Fee ~~ $01)0 -[icens.e,~~x~ \\J v /. Bridge Fee z.1$._6.(oqJ (2 (p~f~ ~at(GFD ~und) BTD #2 Fee ........__ $0:00 ~ T..r.ajficJmpact F_§le" BTD #3 Fee $0,0.Q_ Traffic lmRact~(cFD Fund) Renewal Fee $0.00 ---1:FMZ:"Transportation Fee Add'I Renewal Fee $0.00 PLUMBING TOTAL Other Building Fee $0.00 ELECTRICAL TOTAL Pot. Water Con. Fee $0.00 MECHANICAL TOTAL Meter Size Master Drainage Fee: Add'I Pot. Water Con. Fee $0.00 Sewer Fee: Reel. Water Con. Fee $0.00 Redev Parking Fee: TOTAL PERMIT FEES Inspect _u_ FINAL APPROVAL Date: ,/-/ C--(J ( Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $860.27 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and.file the protest c1nd any-other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that yourright to protest the specified fees/exactions DOES NOT APPLY to water. and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE ~iYo@iF. £ABiiIS:BtAaatute of limitations has oreviouslv otherwise exoired. 2075 Las Palmas Dr., Carlsb~d, CA 92009 (760) 438-1161 02 FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. C£po/3 &'J EST. VAL. 7~/ 0-0 0 Plan Ck. Deposit 33,R. '4'"/ Validated By fl$ . Date '-/;_fe"J-(JO Lot No. Subdivision Name/Number Unit.No. Phase No. Total# of units :::nt@'l1E PfO?..K $.1\:J~Ae:;- r::'.I 1 ~sting Us~./\ IC"t. ,~ / rr::;;;:-~ ~ed Use C'"' E1r" D c:iV ~ L,.0 '' 1 C, f"' f ;;;> I 'J c:::. q" \... ,;-J .!:-. l J 07]1:) s Name Address ~c: !CPNt!Y);crolh®e~tJAMEC': ·.< , .... :~""" "1::.--.~.,--: -. ·, . ·---., -· / (Sec .. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or rep~ir any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that 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)). Name Address City ·state/Zip Telephone# State License # _________ _ License Class--~-------City Business License # ----~--- Designer Name Address City State/Zip Telephone State License # -----,------ ~!=~~=!~~~~~:~::~:f::·~~:;:~:~t:;;;::~::::·~f~~:~:;,o~i.ng de,~la,·a-ti-o~nt~',"'''"'"'-· 0 I have and will maintain a certificate of consenno self-insure for workers! compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, tor· 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 [$100) OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performaMe 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 attorn!!y's fees. SIGNATURE'---------~'-----------------,----DATE ~7-;::;;·irow:Efi[BJfliDEl(DECbARATiotJ.:. -~,-~···:_:·.~ .,: . " ..• -. :':t· -~: ':'-:-::"'r!'_ C?··-::: ~ :"'."':""'_'·'.·"£::::;;;..;.2,~+;:,:,:;: .::.:;:::::;=:,.~· ~;:-:::;:::~:;::;::;::;:::;;=~,,-,a I hereby affirm that I am exempt from the Contractor's License Law for the following reason: · '·' :., 0 I, as owner of the property or my employees with wages as their sole compensation, 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 builds 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 completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). \;,f I, as owner of the property, am exclusively contracting with licensed contractors to construct the prqject (Sec. 7044, Business and Professions Code: The ~ntractor' s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with cohtractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section-,------Business and Professions Code for this reason: 1. I personally plan to provide. the major labor and materials for construction of the proposed property improvement. D YES []NO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I h,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. I will provide some of the work, but l·hav (hired) the following persons to provide the work indicated (include.name/ add ss / phone number/ type of work): ______ -'-----=4~J.--:::;-/=====~-------------~----..-,.-,,L---,,,t:_---'=-..------- Is the applicant or future bujlding cupant required to submit a business plan, acutely hazardoµs materials registration fory or risk management and prevention program under Sections 5 , 2 533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES B'" NO Is the applicant or future buildin occupant required to obtain a permit from the.air pollution control district or air quality manage!llent district? 0 YES ~O Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES ~ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLES~ THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. lffi'W~~N·.1.eND1N<t1'~ENC:V:~~-:·:~r:~5:,;';,;.;·7: ::· -:7!2f'.~~':·-,,~. I hereby affirm that there is a construction lending agency for the performance of the work for which this·permit is issued (Sec. 3097(/) Civil Code). LENDER'S""N,;,A;,M;.E;,;;;;;,;;;;;;:;;;;;;;;;:;::::::::=::::;;;::::::;::;::;::=:=:=::-,--cLE"'"N.,,.D-,ER'S ADDRESS !§";5Ji)APifJ:JGANT5"C~R"flflCA;T:fOJ,10S-,:7.~·'-(:;;, ;;,.;..::. <;,,, ~:;,,;_,,;" · :· _;;-: ',-,. •J.,. ,, :.: ,;.,.;;.·,;(. ', · ·. C:';.,.;:;:;;;'.~;,:-"'."., ··ic,j~·,};~;:;<w,<,;'Z~t.~~0 I certify that I have read the application and state that the abqve information is correct and that the information on th.e pl11ns is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ 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 MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excav.;itions-over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official u r the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced wi · da from the date of such permit or if the building or work authorized by such permit ·s suspended or abandoned at any time after the work is commenced for er." d of O da s (Section 106.4.4 Uniform Buildinp Code). APPLICANT'S SIGNATURE ~~-r--,~--+----::;;;,.-,£-----'---'-------'---DATE ---~--1---=:...,;.c___...,ec..,,,"""'--- YELLOW: Applicant PINK: Finance List 1 -Permit-Type From the following list, deter.mine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank' at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 -Structure-Types" and put its code in the appropriate blank on the front of this application. Code- APT CONDO CVNNR CVNRN CVNRR DEMO DUP MOHO ~HO_N_ RAD RREISSUE RREPAIR RREPLACE SFA SFD Residential Permits Description Apartments -new construction. Condominiums -new construction. Conversion. Convert all or a portion of a non-residentiafbuilding to residential use, creating one or more ne~ residential units. . Conversion. Convert one or more residences·!ll a building to non-residential ~ge. Conversion. Increase or reduce the number of dwelling units in ·a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). Dexµolition oermit. (Also soecifv type of structure from List 2). .D.upll;!X -new construction. Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. MobiJ.e home, pre-fabricated house, or trailer installed (pl!!ffibed, wired) in a mobile home park (see distinction from single-family residence, below). • Residential addition/alteration, creating no new dwelling unit(s). Residential permit re-issue. Residential building repair. Damage, fire, etc. Residential building replacement (no additional units). Single-family, attached -new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foW1dation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) Single-family, detached · new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/ Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building· repair. Damage, fire, etc. CREPLACE Commercial building · replacement. CTI Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical oermit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) -new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. ITI Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesµ't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall oermit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 -Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the pa~e on the front of this aoolication. Code SFA SFD MF2-4 MFS+ MOHO Description Single-family, attached. A one-family·hous~ ;ttadi.ed to ~ne of more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile hoxµe park. Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). Multi-family, Sor more units. Same as MF2-4, except the building has a t least five attached units on the same lot. Mobile hoqie, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). Inspection List Permit#: CB001389 Type,· Tl_ Date Inspection Item 08/25/2000 14 Frame/Steel/Bolting/Weldin 08/25/2000 24 Rough/Topout 08/25/2000 34 Rough Electric 08/25/2000 44 Rough/Ducts/Dampers 08/24/2000 ~4 Rough Combo 08/17/2000 39 Final Electrical · 08/14/2000 11 Ftg/Foundation/Piers 07/27/2000 14 Frame/Steel/Bolting/Weldin 07/27/2000 34 Rough Electric 07/25/2000 12 Steel/Bond Beam 07/21/2000 34 Rough Electric 07/19/2000 12 Steel/Bond Beam 07/17/2000 31 lJnderground/ConduJt-Wirin 07/17/2000 34 Rough Electric 07/12/2000 11 Ftg/Foundation/Piers 07/12/2000 31 Undergro_und/Conduit-Wirin 07/11/2000 11 Ftg/Foundation/Piers 07/07/2000 61 Footing 07/07/2000 66 Grout ' Friday, January 12, 2001 COMM Inspector Act· TP WC TP WC TP AP TP WC TP co PD co PD PA PD co PD PA PD AP TP Pl PD PA PD PA PD WC TP AP TP NR RS AP TP NR TP NR LEGOLAND/BAT FL YER AREA DEV . l:IARDSCAP;E,WALLS;WALKS .FOR NEW R ·Comments · · PNLS,TRANS PANELS WALL STEEL TEMP POWER SET UP FOR TESTING ONLY RETWALL FTNS NOTED _ON PLANS & CARD Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 8/24/2000 Permit# CB001389 Inspector Assignment: PD Title: LEGOLAND/BAT FLYER AREA DEV Description: HARDSCAPE,WALLS,WALKS FOR NEW RIDE Type:TI Sub Type: COMM Phone: 0000000000 Job Address: 1 LEGO DR £_ Suite: Lot O Location: Inspector: APPLICANT LEGOLAND CALIFORNIA INC <LF> LEGOLAND ESTATES AG Owner: LEGOLAND CALIFORNIA INC <!-F> LEGOLAND ESTATES AG Remarks: PM PLEASE ·AT BATFLYER RIDE Total Time: • CD Description 14 24 34 44 Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Associated PCRs lnsgection History Date Description 8/17/2000 39 Final Electrical 8/14/2000 11 Ftg/Foundation/Piers 7/27/2000 14 Frame/Steel/Bolting/Welding 7/27/2000 34 Rough Electric 7/25/2000 12 Steel/Bond Beam 7/21/2000 34 Rough Electric 7/19/2000 12 Steel/Bond Beam 7/17/2000 31 Underground/Conduit-Wiring 7/17/2000 34 Rough Electric 7/12/2000 11 Fig/Foundation/Piers 7/12/2000 31 Underground/Conduit-Wiring 7/11/2000 11 Fig/Foundation/Piers 717/2000 61 Footing 7/7/2000 66Grout Requested By: NA Entered By: CHRISTINE Act Comments Wt.(_..,, _______________ ...;...._ __ -,--______ _ . {UL-_----'-----'----------.------------- Afl , , a~~---------------_._-----'-- Act lnsp Comments co PD PA PD co PD PA PD PANELS AP PD WALL STEEL Pl TP TEMP POWER SET UP FOR TESTING ONLY PA PD PA PD WC PD AP TP RET WALL FTNS NR TP AP PS-• NOTED ON PLANS & CARD NR TP NR TP l 4 -J Information I!!. • ®To Build On Engineering • Consulting • Testing ,., Page_1_of _j_ INSPECTION REPORT CLIENT ~Jacd, Ufifuo11a. DATE G-3("., -06 Architect _______________ -'-'---'-'-- Engineer __________________ ~ Contractor. ___________ -'---,------- INSPECTION M~SAMPLING X _OSHPD _ Concrete Cylinders _OSA _Cement -- _Specialty _ Mortar Samples -- _Mechanical _ Grout Samples _ Electrical __ _ Masonry Prisms ~ _ Masonry Block -- r _ Fireproofing -- _Masonry _ Units (block or brick) --- _ Struct Steel _ Asphalt Qoncrete -- _ 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 -- REMARKS PROJECT (Name) Leyl/ofil -::Ba\:f \ve(, (Address) ~ te, lM~e-. Carl~}?oJ I {Pr• Plan File No, ________________ _ Govt. Contract No. ____ __,!.__ ________ _ OSAorOSHPD #---___ 1 _,f,__ ______ _ Other..,.,---,---------'-"------------ MATERIAL DESCRIPTION ~PECTION CHECKLIST _ Rinf.: Rebar _Plan&Specs-,a-;: _ Rinf.: W.W.F. _ Clearances , ~f.: Tendons _ Positions _ ~c.: Mix #/psi µo()Op7i _-Sizes __ _ Cone.: Mix #/psi 5'1-'f t/22.. _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 _ 1;.S. Bolts _ Metal Decking _ ,Electrodes _ Fireproofing , _ Other _ Corrective action required __ , _ Corrections completed G-30-ooCrP-). 1fol/fded {hrue,b '~<22 ,dCtewe,rf _/or S-6-~m ~-~' aa:t 9.~~-~ ~;:la~ ct: j!i7ooi~;;s( /tlr)<./ ~~~ nbviid * lkl«at;e--ts~rn;? 5[/o/ :e cNcvwd, . &«« &el-AE ~ rndqs la,-: //}/1M ,e?vr ,, Cd/le~ aroi(ed 7k/2 _s-14 @ /:/5?'m. ~r1Ple-kd r2.irce~ CE'.-5:tJS,n, ' 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. _ ___, _ _.'bo::..¥-@.::.;___J,0,:c__ _____ __,:.. __ _ INSPECTOR SIGNATUR&;..,,,:,::-q,;4~'/Yf!.~...µi:;.££~.C--A4<--..... DATE ____ -~kc..,__-_,,8c......;:0;_-....,0"-'0;;;__ ______ _ PSl-8-900-170(2) 01/U.>/LUUU l~:10 rAA DAILY FIEJ.D REPORT I ;.M AUTHORIZED BY THE crrt' 01' s;.N OIECO TO PERFO<IM SPECIAL INSPECTION IN THE c;.rec.o•IV CHeCKEO. J09 ,>.ODFIESS P.O. Box 23096 • San Diego, CA 92193. Spet·ia/ /nspec1io:isfat Co11.struc:tion Projec:rs DVBE and SB 0 CONSECUT1ve P.EP.ORT NO. 0 REINFORC20 CONCRe,e 0 PRE,ST.flesseo ·co~cRHe 0 r:tEll"FORCEO M.>SO>IRY 0 I':\ f'C~ WEEK ~ EN01N(i D STRI./C1'. ~TEEL ;.sseMaLY 0 OEE? FOUNO.>.·rlON D OTH;R E @ AACNITECT oesci:uae M..\T'L. (Ml)( OES1CN. F\E,B-"R G? . ..\OE cl. MFGR., WEL0-R00, =.:c.1 PtColG:: CONTA. DOING F.a:?OATC:O WOPK I I D SPA,>.Y-A??LIED FIR;?ROOFlr.~ @ ?LAN FILE kUJ\.19E.C INSPEC· @; AAIW-'L @a 01:TAILEO LOCATION OF WOf\K INSPE~TEO, TEST SA~lP~;S T,',KEN. WOJ:\K REJEC7ED, Joe PR.OBI.EMS. Pi'\OGFIESS. REW-~KS. ITC. TION Tll.lE. REPORT 0,1,,e oeP ... O.TURe OF WORK TIME INSPECTED 1.:NLESS or,-.eAw,se NOreo. TO THE BEST O•JR"KNOWL!:OCE. THE oaseRveo WORK CONFOA'-13 TO THE APPRO•/EO PL ... NS .>.NO s•ec11<1CATIONS, ANO THc AP"I.ICl'BI.!: WOAV.M,>IIS>-'I" PAO'/ISIONS OF THE UNIFOA1o,1 8\JILDll"O COOi:. JUL 03 '00 12=48 ---------- PAGE.1212 ..:. ,,... .. r.; .,... ., , Independent Te..."1ing & Engineering Setvices for Energy Systems July 20, 2000 City of Carlsbad Building Inspection Department 1635 Faraday Ave. Carlsbad, California 92008 Attention: Mr. Pat Kelly San Diego service Center !!83SCARROu.. CENTER RD. SU!l'E103 SM DIEGO, CA92126-a507 !.158)~1 F.AX(&Si)W5-0!l61 Subject: EquipJ_Tient Labeling Evaluation of a new amus~ment tide at Legoland referred to as the Bat Flyer or the Spell Breaker. ETI Reference No.: 220-5641 Dear Mr. Kelly: This letter i~ to advise you that Electro-Test, Inc. (ET£) ha$ been retained to perfonn an equipment labeling evaluation on the following equipment located at Legoland: Type Mfg. Model No. Serial No·s~ Rating Bat Flyer Amusement Ride Caripro Engineering. Unknown Unknown Unknown We visited the jobsite on July 18, 2000 to visually examine the equipment and found it to be . generally in conformance with applicable electrical standards with the following exceptions: 1. The equipment does not have a complete nameplate. 2. Some of the circuit breakers may not t;>e listed or have an adequate short circuit rating. When the above discrepancies have been corrected, we will submit a final report for your raview and approval. ETI requires power to the equipment so that we may complete our testing with the equipm~nt under normal, full load operating conditions. ') ' JlL 20 "00 04: 32R'1! EH SAN DIEGO P.3/3 If you have any questions, qr if we can be of further service, please give either Leif Hoagberg or myself a earl at (619) 695-9551_ · Best regards, ELECTRO-TEST, INC .. ~w~ Don Weber Senior Compliance Engineer Copy; Mr. Pete Kowny Legoland l ;/ Infonnation I:!. • $To Build On Page_1_of _f_.. Engineering • Consulting • Testing INSPECTION REPORT CLIENT_~-==U'--'------ DATE----'-7 ...... ~.;._P_._~_P_e;;, ___ _ Architect ___________ ......,.. ______ _ Engineer ____________________ __,.,........ __ Contractor. __ CC,,._·--'-/ ______________ _ INSPECTION MAT'LSAMPLING QTY _OSHPD __ 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 ---- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ -Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS Jt,;/f.lf°v?/U!Ntj '?1~ IA/~%C,{14'1./ PROJECT (Name} L"e~Pl---"'7-LP (Address) _________ _ REPORT NO. __ ~_>_'7_._.:::1:_~d'_"?'..c..7_-=2....;..'..3_·_ Building Permit No. ______________ _ Plan File No, _______________ _ Govt. Contract No., _____________ _ OSA-or OSHPD #-------------- 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.Bolts _ Metal Decking _._ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed &t/i.1r~11 tJ /fGfutll/2 & Mu;,/enw ce I 7 1 -J /(tJ[f~ ~-hfJ ~ue( dd41(f ~ Wd k 0 d/ic,,,q7~s :fr· lvi/44 cd4 &k- 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 NAME __ .... % __ tc.-_·_/4 __ /"'"_' :.e._ .... --,-~L::~_:--""__,.-- 1~ INSPECTOR SIGNATURE_/_.,,,_ __ .....,!/'--' A~--=------- PSI-B-900-170(2) . ~r:7 C_ERT. NO._--'----'-------------- DATE ____ _,7j."'-1/_P..,_/4_~ __ o_-= ________ _ l •J Information ~ • .ToBuildOn Engineering • Consulting • Testing Page_1_of .L INSPECTION REPORT CLIENT ,~~i-sA, DATE Q-/f-do Architect ____________ -'--------- Engineer ~e-kl.) f3t.1-...,...~$ .. <; Contractor L ~ (f½.Jl INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders ~ _OSA __ Cement __ specialty __ Mortar Sampies __ 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 -- __ Non-Destructive __ Tendon (PT Strands} -- __ soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) ~ )~~ ... L ls;/:~Vt6c: (Address©IJ~leff) J),.,..,_1~ C!~lgL,~t 0 ,.,== ....... .,,. QI') ..-2, z--,-REPORT NO. __ -->~..I....___'--=..._.....,=--.f...1:-tc------ Building Permit No. _____________ _ Plan File No, ________________ _ Govt. Contract No. _______________ _ OSA-or OSHPD #------------- Other _________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _.. Rinf.: Rebar~O -~Ian & Speo, _ Rinf:: W.W.F. _ Clearances __ Ri.nf.: Tendons _ Positions ~k _Cone.: Mix#/psi:391/-CC~/~ ~ . . , _. Cone.: Mix-#/psi _ Co11c.: Mix #/psi _ Future Continuity #/psi • _ Grout: Mix #/psi _ Consolidation M ui -J,, • ,.t,.,,,.a • __ _ 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 ? ... 11-oo: R-~\9t li ~)C>~<-<~ L~t2,,~l1:(ru_ ;;tr~ k~ ;cl4,_~~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise 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 Q._ ~a_,,.. Iv C!...-~ I> CERT. N0._1/-4--4--1 ........ f _________ _ (Print Clearty) INSPECTOR SIGNATURE ct~~ @ ~ DATE_?~-_l}_-_¢_o ___________ _ PSI-B-900-170(2) l ii/ Information • ,,To Build On Page_1_of_/ Engineering • Consulting • Testing INSPECTION REPORT CLIENT _______ ,_. _ __:_.;.···· -· -·-· ., .. - DATE _ _._1f_t;-"-~-'P..0 ___ _ Architect _______________ --"-- Engineer __ J_._J_._B_V._'(2._'t_~_>_> _______ _ n.M e, z.. Contractor. __ r-_____________ ...___ INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders _OSA _Cement -- _Specialty _ Mortar Samples -- _ Mechanical _ Grout Samples _ Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete _ Fireproofinfj _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 EM RK flzLD W-~/NG IN~/?FSCflOI-J PROJECT (Name) l~t£ol,tt1,1p (Addres~>---------- REPORT NO. ~ > ';, f7 dP/1 -;J / Building Permit No. C-h,,47~ I~ e, 1 Plan File No, ________________ _ Govt. Contract No._..,_ _____________ _ OSA-or OSHPD #------------- Other __________________ _ MATERIAL DESCRIPTION ~SPECTION CHECKLIST _ Rinf.: Rebar . _ Plan & Specs ·-Rinf.: W.W.F.--~learances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _ --2:'.'.:Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortan Type/psi ~ortar Batching _ Units: Block . _ Electrode Storage Units: Brick . / Ste~! h~ ~ ~".1<'" 1'S _ Torque Applied _H.S.Bolts _ Metal Decking ' , / Electrodes ~1t? le, _ Fireproofing ~orrective action required __ _Other _ Corrections completed {~t::e· ho~"u-) 11~1-;a:?t!? 7P°F 4a-~'r::r t9f/ £11{£:,--o.;10~ Pr ~ At'l'P~ 1*MP'f[ #-,.rri;pp Ofrtr@;j_) lv£Lt!:¥, W~l',,tfZt) ~£clf1£ /.,t/f~f.5 47v U?/V.CI/MA:J#/$J,</T'7 /,tlJ#. ~/fl!/,f;/Jb /4u.:>/!6UrS-~ /i<tf&Clft> /i/,.,(C£t$!7JftlG /14, /f d: ftttq;fe (/ If /l'l ~MIM,c~ wtffe -/Jt ¥fnPYU /414'@, /I. A/. (}. ~e. ;f/of/c~ A,b-1vtt:. . I I 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.=,.---------------- DATE ___ J_!<_,_(;/4_~_CJ_P _______ _ PSI-B-900-170(2) l ;/Information ~ • ®To Build On , Engineering • Consulting • Testing Page_1_of ....L INSPECTION REPORT CLIENT _________ _ DATE---,~~/4~/4~~c:....::.....~-~----------, Architect _____________ _._ ____ _ Engineer ___________________ _ Contractor. _________________ _ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ C~mcrete Cylinders -·- _QSA __ Cement --__ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --· __ Roofing . _. _ Masonry Biock -·-· __ Concrete __ Fireproofing -·- __ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing __ Pile Driving __ Rein!. Steel -·- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts ---- __ Non-Destructive __ . Tendon (PT Strands) --- __ Soils Technician __ Other __ Batch Plant __ Other --- __ Bolt Pull-Out __ Other -- REMARKS ~-1. ~(41· /vii t', . ,... PROJECT (Name) l-?'-j<71.--A 4C> (Address) _________ _ ,r,_,,-r, /"/"'r',,,.., } ,,-;/! REPORT NO. L,,:-:;; Y·-____., ~ '<-.. ·/-_,, ·-~-__,; Building Permit No. _____________ _ Plan File No, _______________ _ Govt. Contract No.---------------- OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Specs _ Rini.: 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: Typeipsi _ 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 knoVJledge, 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-~"=~/-~-~--'--+L-+-1/¼t__,.._e-·,....----- X/ ef 7~1earty) INSPECTOR SIGNATURE (ht._, ~ PSI-B-900-170(2) / s~ CERT. NO. __ __.!. _____________ _ J/2-4,o~ OATE_--''---Jf--+-1 ------------- C l ;J Information ~ • .. ToBuildOn· Epgir..~ring • Consulting • Testing Page_1_of_ INSPECTION REPORT CLIENT L e~o/at-J cf C'e1/4&r,>,h4.. DATE_~7_-~/_.3_-_0_6 __ _ Architect __________ -________ _ Engineer .:S-0/2 ,.,J "Bur§ cs:.r Contractor._ _ _;.;C~_c __ .L_· ·-----'----~---- - INSPECTION MAT'LSAMPLING QTY _OSHPD Vconcrete Cyiinders ..!L __ OSA __ yement --__ Specialty __ Mortar Samples --·- __ Mechanical __ Grol!t Sampl!;ls __ Electrical __ Masonry Prisms -- ~oofing __ 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 REMARKS 7-/3-CJO C4n::zp 7 , .M«c/4 o< ~e/4 a£:;._ PROJECT (Name) /46¢/4vu d '234.J.Py,,.,- (Address) LAr i s,,&«J REPORT NO. C.i.f:9--C?C/0 9'.·7 -/8 Building Permit No. C' B 00/.38? Plan File No. ________________ _ Govt. Contract No.-------------- OSA or OSHPD #-~------------ Other-------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST t./'l· . v' Plan & Specs Ak __ R1nf.: Rebar _. Rinf.: W.W.F. v Clearances &.i:.. _. "Rinf.: Tendons VPositions a~ · ___ Coric.: Mix #/psi .,/ Sizes ~ _ Cone.: Mix #/psi /Laps ~.,I .,.......Cone.: Mix #/psi:31/'-/dtJ~ _ Future Continuity #/psi _._ Grout: Mix #/psi ___ Consolidation __ Mortar: Type/psi _. Mortar Batching _ Units: Block _ Electrode Storage __ l:Jnits: Brick _ Torque Applied _Steel _H.S.Bolts _. _ Metal Decking _. _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed l 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. · INSPECTOR NAME GL<u ..v /11, '~/4LL 1 / (PrintClearfy) INSPECTORSIGNATURF 4-~ PSI-B-900-170(2) CERT. NO . .....;,-~L.J.•~{).L.-'~::.__~~""-z_.<.____--'--___ _ DATE _ ___.1'----.c..../""""'.,;>_-"""""0=-=0 _______ _ l ;J Information • .,To Build On ,E119ineering • Consulting • Testing Page_1_of_i_ INSPECTION REPORT CLIENT /_~ /tPA,,£ DATE b-~~O:s> Architect ____________ --,-_____ _ Engineer 'is ~~e-1-:;<; ¾ fu,1 · Contractor B le St'rl!C-:: INSPECTION MAT'L SAMPLING QTY __ QSHPD ___ Concrete Cylinders __ QSA .. __ Cement --__ Specialty . __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Ma~onry Prisms --__ Roofing __ Masonry Block --.-. _Lconcrete ___ 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 -·- REMARKS PROJECT (Name) Bo±:f&, ~ (Address) L~Laudt Wb::dJ~., REPORT NO. 6.SO, -a-o:¢9"7 -l 7 1;3uilding Permit No. C~ 29 t 3S-". Plan File No. _______________ _ Govt. Contract Nd. ______________ _ OSA-or OSHPD #-------------- Other---~--------------- M~ TERIAL DESC~:ION INSPECTION CHECKLIST ___ Plan & Specs _L Rmf.: Reba~ (;1>} n . __ 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 __ Qther _ Corrective action required __ _ Corrections completed --ti.. std, ~' sl!o f ,_ < w ·J " 04. ,,JI -P-----.i/w.u,;~.±t:s .,..,£,, ::;1 cl~'rk:. q ·S fi-8 bg... kn 44 4,~1 ::-ad _ 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 NAME--.....:G ........ ~( r:!.-;;:c.,\'\,_,_n,~_H_;_~_;_ .... f ..... ·-'--_ -- (Print Clea~y) INSPECTOR SIGNATURE_,~£uk2-ra::---:::=-..::-c:::,-..!:.«:-:..i::=::=:::=::::::-:::::-':__ PSI-B-900-170(2) CERT.-NO._--.S~t:?c...:~::...s1/=-=-· --------- DATE _ ___;:b~-~...c.;µ<-§z:"'--;;......;;;.C--0-=----------- l apnforrnntion ~ • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 June 09, 2000 PROJECT: . LEGOLAND -FUN HOUSE STAGE (CAR 841) REVISION #1 OUR REPORT NO.: 059-00103-1 LOCATION OF PLACEMENT STAGE PIERS (4) AT FUN TOWN AREA fo DATE PLACED TIME SLUMP, IN. June 09, 2000 05:00 pm SUPPLIER DELIVERY TICKET No.rrRUCK NO. MIX NUMB!=R AND PROPORTIONS PALOMAR TRANSIT MIX 1037293 5 1/2 AIR CONTENT, % 68 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 12, 2000 PSI\CARLOS HERNANDEZ PALOMAR TRANSIT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-96; C1231-93 SPECIMEN TEST TOTAL ·CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.JN.) (PSI) 2428 A 5 06/14/00 122000 6.00 ~8.27 4320 2428 B 28 07/07/0Q 194000 6 .00, 28.27 6860 2428 C 28 07/07/00 200000 6.00 28.27 7070 :o SPECIFICATIONS 28 3000 445004 TYPE OF BREAK Cone Cone Cone REMARKS: K Cylinders made by PSI representative. Cylinders picked up by.PSI K representative. X Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. All cylinders capped.in accordance with ASTM C617-94. TECHNICIAN: CARLOS HERN:ANDEZ cc: BIOSTRUCT CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 · l •.,.:!>IIJ Information ~.;,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 11, 2000 LOCATION OF PLACEMENT WALL #1 NORTJ,IEAST CORNER PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA Ol;JR REPORT NO.: 059-00097-19 DATE PLACED TIME July 11, 2000 02:15 pm SUPPLIER . DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 1046282 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 4 3/4 July 12, 2000 PSI\CHRIS DAVIS PALOMAR TRANSIT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 344002 MOTE· APPLJCABLE.ASIM_SIAl'IO.ABQS.Ul'ILESS OTHERWISEJW)ICATEp· SLUM·e· C143-IJ.Z;_AIR_C01'!TE1'!T· C23J-97 (EXCLUDING SEC §\· TEMPERATURE· C1Q64-86(93l· CVLlNDERS· C31-96 (EXCLUDING SEC 9.2 2)' SAMPLJNG:..C112:.9L SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 2494 A 7 2494 B 28 2494 C 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39·96; C1231-93 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 07/18/00 118000 6.00 08/08/00 08/08/00 REMARKS: K Cylinders made by PSI represenlative. . Cylinders plckea up by PSI K representative. Cylinders made by Architect's or Conlractor's representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH cso:IN.J (PSI) TYPE OF BREAK 28.27 4170 Cone 4000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. All cylinders capped in accq~qance with ASTM C617-94. TECHNICIAN: CHRIS DAVIS cc: CITY OF CARLSBAD, BIOSTRUCT THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PU,CEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-1 caJF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 dustries, Inc. 'lra~•Jlnformation ~.., •. To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA DATE: June 30, 2000 OUR REPORT NO.: 059-00097-16 FIELD DATA: LOCATION OF PLACEMENT SLAB FOR FOUNDATION PADS AND FOUNDATION @ STATION AREA 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 June 30, 2000 03:20 pm 4 1/4 80 84 July 03, 2000 PSI\FIDENCIO VIRAMONTES PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1043903 344002 !iO.IE;.AeeLICAeJ.E ASTM STANDARDS UNLESS.Qil:!EBWI.SE INDICAJEQ· SLUMP· C143-97· AIR CONTE!il:..C2ll,97 (EXCLUDING SE.c...6):..IEMe.lIBAIU.Bl;;_CJ .. Q.ll~~YLINPER.S~EXCJ.lJ.PlNll..~2.2.l;_SAMflJN.G:..CJ..7~ SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 2778 A 7 2778 B 28 2778 C 28 2778 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-96; C1231-93 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 07/07/oo· 96000 6.00 07/28/00 07/28/00 REMARKS: X Cylinders made by PSI representative. X Cylinders picked up by PSI _ representative. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3400 Cone 4000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: FIDENCIO VIRAMONTES cc: CITY OF CARLSBAD, BIOSTRUCT THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 , l ,,,..~'i,Jlnfonnation ~.;,• ®To Build On. Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA DATE: June 19, 2000 REVISION #1 OUR REPORT NO.: 059-00097-12 FIELD DATA: LOCATION OF PLACEMENT BATFLYER EQUIPMENT PAD & GRID· BEAM AT MID POINT DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 19, 2000 07:20 am 5 68 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 80 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 20, 2000 PSI\MIRANDA PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE . ADMIXTURE PALOMAR TRANSIT MIX 1039479 445004 NO.IE;_Aea!CABJ.E.ASlM.SIAliOABOSJllil.5.S.5-QIB!;.BWlSJilllDJCAIED.::sL.UMe;._~-97· ·AIR CpNililiI;.C~HI.(EXCLUPING S!'¢-6)· TEMPEBAIUBE;_C1fil;A:llfilll3l· CYLINDERS· C.W.§JEXCLUPING SEC 9 2 2); SAMPl.JNG;_C.172:.llL COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 2448 A 7 06/26/00 2448 B 28 07/17/00 2448 C 28 07 /17 /0.0 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represenlalive. Cylinders made by Architect's or Conlraclofs representative. ASTM C39-96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 146000 6.00 180000 6.00 ;i. 72000 6.00 X Cyli.ndeis picked.up by PSI representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BR.EAK 28.27 5160 Cone 28.27 6370 Cone 28.27 6080 Cone 4000 X Test resulls comply with applicable specificallons. Test results do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: MIRANDA cc: CITY OF CARLSBAD, BIOSTRUCT THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Psi A-200-4 <6JF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 ' l,,. lft:!!> •1 /nforrnation ~.;,• ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE' COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 June 14, 2000 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NQ.: 059-00097-11 LOCATION OF PLACEMENT COLUMN FOOTING #2 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 June 14, 2000 08 :2'5 am 6 June 15, 2000 CHRIS DAVIS PALOMAR SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXT\JRE COMPRESSION TEST RESULTS ASTM C39-96; C1231-93 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) 2435 A 7 06/21/00 143000 6.00 . 28 .27 5060 2435 B 28 07/12/00 183000 6.00 28.27 6470 2435 C 28 07/12/00 181000 6.00 28.27 6400 2435 D SPECIFICATIONS 28 PALOMAR 1038084 445004 TYPE OF BREAK Cone Cone Cone REMARKS: K Cylinders made by PSI representative. Cylinders picked up by PSI K representative. X Test results-comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. TECHNICIAN: CHRIS DAVID cc: CITY OF CARLSBAD, BIOSTRUCT Cylinders deliverecl to PSI laboratory. Test results do not comply with applicable specifications. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 csJF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 dustries, Inc. · l •.,~'ii/Information ~.,,• *To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGQ BOULEVARD CARLSBAD, CA 92008 June 04, 2000 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-00097-8 LOCATION OF PLACEMENT CAISSON #14 @ THE NEW BATFLYER ATTRACTION DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June.09, 2000 02:20 pm 5 1/4 69 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 75 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 12, 2000 PSI\CARLOS HERNANDEZ PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMB~R AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1037234 445004 COMPRESSION TEST Rl;SUL TS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST, 2427 A 7 06/16/00 2427 B 28 07/07/00 2427 C 28 07/07/00 2427 D SPECIFICATIONS 28 REMARKS: ]f_ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTM C39-96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 158000 6.00 208000 6.00 2.13000 6.Q0 X Cylinders picked up by PSI , _ representative. Cylinders delivered to PSI la~oratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN;) (PSI) TYPE OF BREAK 28.27 5590 Cone 28.27 7360 Cone 28.27 7530 Cone X Test results comply with applicable specifications. Test results do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617~94. TECHNICIAN: CARLOS HERNANDEZ cc: CITY OF CARLSBAD, BIOSTRUCT THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Respectfully submitted, J?:nal S, ice Industries, Inc. ( D:;E Z IAK . CS 1•u,u·,i-=.ER PSI A-200-4 (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 ,, .. l ;;/ lnfo"!'fltion • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. JIM FEND LEGOLAND CALlFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT, LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA DATE: July 25, 2000 OURREPORT NO.: 059-00097-28 FIELD DATA: LOCATION OF PLACEMENT RETAINING WALL #2, 1ST LIFT LONG WALL DATE PLACED TIME SLUMP, IN. AIR CONTENT, % July 25, 2.000 01:30 pm 5 1/4 AIR TEMPERATURE, °F 74 CONCRETE TEMPERATURE, °F 86 DATE RECEIVED IN LAB July 26, 2000 FIELD DATA SUBMITTED BY PSI\GLENN HARRIS MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1050590 304005 tiQil;:.AEELICA!IJ.E..ASIM.SIAl'IQABQS.l/.l!IJ.ES.S.QIHERWISE INDICATED_;_SJ..UMP· CH3-97· AIB CONTENT· C231-97-(EXCLUDING SEC 6J· TEMPEBAIUBE· C1Q64-86fQ3J· CYUNDEBS.:J::a1=96.(~LUDING SEC 9 2 2)· SAMPLING· CU2-8Z COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 2547 A 7 08/01/00 2547 B 7 08/01/00 2547 C 28 08/22/00 2547 D 28 08/22/00 SPECIFICATIONS 28 REMARKS: K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTM C39-96; C1231-93 I. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) . 104000 6.00 93000 6.00 -·. .. X Cylinders picked up by PSI _ representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3680 Cone ;!8.27 3290 Cone 4000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: GLENN HARRIS cc: CITY OF CARLSBAD, BIOSTRUCT THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 ,F ,.. l ;J Infonnntian • ®To Build On Engineering • Consutting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARJ;) CARLSBAD, CA 92008 June 30, 2000 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA :REVISION #1 OUR REPORT NO.: 059-00097-16 LOCATION OF PLACEMENT SLAB FOR FOUNDATION :i?ADS AND FOUNDATION @ STATION AREA DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 3·0, 2000 03:20 pm 4 1/4 AIR TEMPERATURE, °F 80 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 03, 2000 PSI\FIDENCIO VIRAMONTES PALOMAR TRANSir MIX SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1043903 344002 t,iQIE:.AEEI..I.CAl:!1.E.ASIM.SIAt,iOABO.S.U.l'ILE.SJLO.Il:IEBWIS.lilllJllCAIEO_;_Sl.J.!MP· C143-97· AIR CONTENT· C~QL(l;XCI.U.OJlliUi.EC..J)):JEMPERATURE· C1064-861!13J:.C'l'l.ll'lll.EBS:..C.fil,.11JUEACL.UQW..SE.c.J!.Ul:.$AMPI.Jllil;_Cll2:llL COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 2778 A 7 07/07/00 2778 B 28 07/28/00 2778 C 28 07/28/00 2778 D 28 07/28/00 SPECIFICATIONS 28 REMARKS: _K Cylinders made by PSI representalive. Cylinders made by Archilect's or Conlraclo~s representative. ASTM C39-96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 96000 6.00 144000 6.00 144000 6.00 147000 6.00 X Cylinders picked up by PSI _ representative. Cylinders delivered to PSI laboralory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3400 Cone 28.27 5090 Cone 28.27 5090 Cone 28 .27 5200 Cone c. 4000 X Test results comply with applicable -specifications. Test results do not comply wilh applicable specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: FIDENCIO VIRAMONTES cc: CITY OF CARLSBAD, BIOSTRUCT THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Re~~ submitted, Pr/~i:,:stries, Inc. DAVE W ZIAK cs PSI A-200-4 (B)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 l ;/ Info11!7'1tion -~ • ®To Build On Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT L.ertJJ DATE 8-/3/-00 Architect __________________ _ Engineer __________________ _ Contractor. _____ --------'--------- INSPECTION MAT'LSAMPLING QTY __ OSHPD __ 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 --__ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS PROJECT (Name) BJ fJ¥ex: (Address) ~/~ c;..JsLJCA,,-1 REPORT NO. oS:? -c:oc:7 "? ~,_:)-?.::.," Building Permit No. ______________ _ Plan File No, ________________ _ Govt. Cohtri;i.ct No.--------------- OSA or OSHPD #-------------- Other ___________________ _ MATERIAL o·ESCRIPTION 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. Bolts __ Metal Qecking ___ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed (_:,?ff,;b "-~ b"'-s.e.;;; cl-.. w,-f .q - 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 NAME _...,.G ___ -..... (:e,i,_,...11,..,._IA.,.___._H, ..... Q..t'r:1_..__,~S--~--CERT. NO. ________________ _ ~tClearty) INSPECTOR SIGNATURE __ 7---,,,,4ff_~;_-~..:::::::':f,.{d(!sf::.. =· ====-- PsI-s.goo-110(2) DATE---~=----'=--·~_._o-o __________ _ l 'ii/ Information • ®To Build On Engineering • Consulting • Testfng REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 21, 2000 PROJECT; LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-00097-36 LOCATION OF PLACEMENT RETAINING WALL #3 BY THE LOADING AREA FOR THE RIDE DATE PLACED TIME July 21, 2000 02:11 pm SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 8 8 DATE RECEIVED IN LAB August 21, 2 0 0 0 FIELD DATA SUBMITTED BY PSI\GLENN MITCHELL MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARS.E AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1049658 304005 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· c143.gz· AIR CONTENT· C231-Q7 !EXCLUDING SEC 6)· TEMPERATURE· CJ064-86!93l· CYLINDERS· C31-86 !EXCLUDING SEC g 2 2)· SAMPLING· CH2-97 LABORATORY NUMBER 2603 2603 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 31 08/21/00 B 31 08/21/00 28 K Cylinders made by PSI represenlali~e. Cylinders made by Architect's or Contracto~s representative. ASTM C39-96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 151000 6.00 148000 6.00 Cylinders picked up by PSI K representative. . Cylinders delivered to PSI laboratory. TECHNICIAN: GLENN MITCHELL cc: CITY OF CARLSBAD, BIOSTRUCT CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 5340 Cone · 28.27 5240 Cone 4000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMl~SION BY PROFESSIONAL SERVICE INDUSTRIES, INC. . 4/tA~~-PE ____ _ VICE PRESIDENT PSI A-2oo-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA'92121 • Phone 858/455-0544 • Fax 858/455-1170 l •rnforrnation • .ToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA DATE: July 21, 2000 OUR REPORT NO.: 059.-00097-35 FIELD DATA: LOCATION OF PLACEMENT RETAINING WALL #3 BY THE LOADING AREA FOR THE RIDE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F July 21, 2.000 02:45 pm 3 1/2 CONCRETETEMPERATURE, °F 88 DATE RECEIVED IN LAB August 21, 2 0 0 0 FIELD DATA SUBMITTED BY PS I\ GLENN MITCHELL MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO./fRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1049678 304005 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C143-97· AIR CONTENT· C231·9Z {EXCLUDING SEC 61· TEMPERATURE· C1Q64·86(Jl3l· CYLINDERS· C31-96 {EXCLUDING SEC 9 2 21· SAMPLING· c172.gz COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 2604 A 31 08/21/00 2604 B 31 08/21/00 SPECIFICATIONS 28 REMARKS: 1£. Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTM C39-96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 158000 6.00 155000 6.00 X Cylinders picked up by PSI _ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: GLENN MITCHELL cc: CITY OF CARLSBAD,-BIOSTRUCT CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 5590 Cone 28.27 5480 Cone Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•20Q..I (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 l -;pnformation • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA DATE: July 19, 2000 OUR REPORT NO.: 059-00097-32 FIELD DATA: LOCATION OF PLACEMENT RAMP RETAINING WALL THE UPPER & LOWER ONE 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 July 19, 2000 03:10 am 5 87 July 20, 2000 PSI\GLENN MITCHELL PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1048812 304005 t!OIE.:.AEELI.CAl!J.E.ArnSIAt,lO.ABQlW.W.ESS OTHERWISE INQJCATEQ· SLUMP· C143·9Z-AIB CONTENT· C23~CLUQING SEC 6)· TEMPEBAIUBE· CJQB4-B6C93)· CVLJNQEBS· C3J-96 (EXCLUQING SEC 9 2 2)· SAMPLING· C172-97 LABORATORY NUMBER 2531 2531 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 28 08/16/0Q B 28 08/16/00 28 ,K Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTM C39-96; C1231·93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN:) 136000 6.00 140000 6.00 Cylinders picked up by PSI ,K representative. Cylinders, delivered to PSI laboratory. TECHNICIAN: GLENN MITCHELL cc: CITY OF CARLSBAD, BIOSTRUCT CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 4810 Cone 28.27 4950 Cone 4000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, ~z;::_uies, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCEO, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DALE BODMAN, PE VICE PRESIDENT PSI A-200.4 ceJF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 l ;Jlriformation • ®To Build On Engineering • Consulting • testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 19, 2000 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-00097-31 LOCATION OF PLACEMENT RAMP RETAINING WALL TH!j: UPPER ONE AND THE LOWER ONE 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 July 19, 2000 03:10 pm 5 87 July 20, 2000 PSI\GLENN MITCHELL PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE .ADMIXTURE PALOMAR TRANSIT MIX 1048812 304005 NOIE;.A~BLE ASTM STANDARDSM«J;SS OTHERWJSEJ~.:_SLUMP· CJ43,97· AIR CONTENT· C231-97 IEXCLUDJNG SEC 6)·.JEM?ERATURE· C1064-86(93l· CYLINDERS· C31::rul (EXCLUDING SEC 9 2,2);_SAMPWN.G;.C112:l!L LABORATORY NUMBER 2532 2532 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATEOi= OR SET NO. (DAYS) TEST A 28 08/16/00 B 28 08/16/00 28 K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTM C39·96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 137000 6.00 137000 6.00 X Cylinders picked up by PSI _ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: GLENN MITCHELL cc: CITY OF CARLSBAD, BIOSTRUCT CYLINDER COMPRESSIVE AREA STRENGTH (SCl. IN.) (PSI) TYPE OF BREAK 28.27 4850 Cone 28.27 4850 Cone X 4000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. R Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICA TIVE·OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~~ VICE PRESIDENT PSI A-200-4 (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 "I • l •1 Information • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: LEGOLAND -BATFLYER CARLSBAD, CALIFORNIA DATE: July 25, 2000 REVISION #1 OUR REPORT NO.: 059-00097-28 FIELD DATA: LOCATION OF PLACEMENT RETAINING WALL #2, 1ST LIFT LONG WA;LL 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 July 25, 2000 01:30 pm 5 1/4 74 86 July 26, 2000 PSI\GLENN HARRIS PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 1050590 304005 NOTE· APPLICABLE ASTM STANDARDS llNLESS OTHERWISE INDICATED· SLUMP· c143.gz· AIR CONTENT· C231-97 <EXCLUDING SEC 6)· TEMPER~RE· C1064-66(9;1)· CYLINDERS· C31-96 (EXCLUDING SEC 9 2 2)· SAMPLING· C172-97 COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 2547 A 7 08/01/00 2547 B 7 08/01/00 2547 C 28 08/22/00 2547 D 28 08/22/00 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTM C39-9(:1; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (!N,j 104000 6.00 93000 6.00 144000 6.00 157000 6.00 X Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO.!N.) (PSI) TYPE OF BREAK 28.27 3680 Cone 28.27 3290 Cone 28.27 5090 Cone 28.27 5550 Cone c· 4000 X Test results comply with applicable specifications. Tesrresults do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: GLENN HARRIS cc: CITY OF CARLSBAD, BIOSTRUCT THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Respectfully submitted, Professional Service Industries, Inc. PSI A-200-1 caJF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 ... l ;pnformation • ®To Build On Engineering • Consulting • Testing FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING August 29, 2000 Building Official City of Carlsbad Building Inspection Dept 1635 Faraday Avenue Carlsbad, California 92008,-7314 PSI Project# 059-00097-33 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NO.: CB991356 & CB001389 PROJECT ADDRESS: Batflyer Ride One Lego Drive Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection, material sampling and testing under the subject permit 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 this 29st day of August, 2000. Comments: PSl's Scope of Services included the following: Cassion, Concrete, Anchor Bolt and Welding Inspection, reference letter dated August 29, 2000. TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Professional Service Industries, Inc. /,,,,.,,..~·___,,· 6867 Nancy Ridge Drive, Ste E · San Diego, CA 92121 State of California Registration Number: RCE 43241 Expiration Date: 03/31/2004 Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E. •·San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 08/29/00 TUE 09:49 FAX ~ /D.---···. ; (' . \ .. / ·, ....... ____ ... J, BURGESS ENGINEERING GROUP 00007--02 August 29, 2000 Mr. Dale Bodman, P .E. PSI 6867 Nancy Ridge Drive, Suite E San Diego, Ca, 92121 RE: Legoland Batfiyer Attraction Carlsbad, California Dear Mr. Bodman: It has come to my attention that there is a-question regarding the installation of some steel :framing members which support the equipment enclosure (Witch's Castle) on the above captioned attraction. The letter is to inform you that I have personally inspected the installation as it exists in the field. The installation meets the intent of the design and provides adequate capac_ity fot the connections in question. Please call me if you have any questions. 22\J2 I r,1rrm Way• Suire. 22 7 • l.as11na Hi/Lr, C:A 92653 (\/4'JJ S8ii-8SOI • (9-11)) 588-72 In 1t,.1:<i jburs9263:J &iJanl. com AUG 29 '00 10:27 PAGE.02 EsGU Co.rporation '1.n. Partnersliip Witli (jovemment for rJJuilifing Safety DATE: June 2, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-138.9 PROJECT ADDRESS-: 1 Lego Dr. PROJECT NAME: Bat Flyer Area Development SE:T: II D APPLICANT C9 JURIS;_) D PLAN REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identifi_ed below are resolved and checked by building -department staff. D The plans transmitted herewith have significant 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 l.ist 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: ~ Esgil Corporation staff di~ .not advise the applicant that the plan check has been c.ompleted. D Esgil Corporation staff did advise the applicant that the plan check has be~n completed. Person contacted: Date contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Telephone#: Fax#: Enclosures: 5/30/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-14.68 + Fax (858) 560-1576 EsGil Corporation 1n Partnersfiip Witfi government for 'BuiUing Safety DATE: April 25, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-1389 PROJECT ADDRESS: 1 Lego Dr; PROJECT NAME: Bat Flyer Area Development SET:I 0 AEP,Ll.QANT ~ ~IEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will. substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by builciing department staff. D The plans transmitted herewith t;Jave significant deficiencies identifiE;id on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZ] 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. IZ] The applicant's copy of the check list has been sent to: Jim Fend 1 Legoland Dr. Carlsbad 92008 D Esgil Corporation staff did not advise the applicant that the plan check has been co~pleted. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim Fend LVv\ Telephone#: (760) 918-5460 Date contacted: ~ l,z.9; (by:~ Fax #: . --Mail,,. Telephone..-Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D MB D EJ 0-PC Enclosures: 4/17/00 trnsmtl.dot / 9320 Chesapeake Drive, Suite 208 + San Diego, Californi_a 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-1389 April 25, 2000 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 00-1389 OCCUPANCY: A4? TYPE OF CONSTRUCTION: ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: * This permit is for walls only. DATE PLANS RECEIVED BY JURISDICTION: 4/12/00 DATE INITIAL PLAN REVIEW COMPLETED: April 25, 2000 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Amusement Ride * ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/17/00 PLAN REVIEWE:R: Kurt Culver This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based _on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this. list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 00-1389 April 25, 2000 • GENERAi,.. 1. Please make all corrections on the original tracings and. submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. • PLANS 2. On the cover sheet of the plans, please provide a narrative to explain everything covered under this permit. · 3. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Sec. 106.3.3. 4. Provide a Building Code Data Legend on the Title Sheet. Include the following - code information for each building proposed: + Occupancy Group + Description of Use + Type of Construction + Sprin~era:YesorNo + Stories + Height + Floor Area + Justification to exceed allowable height or stories in table 5-B. (if applicable) · 5. Provide a statement on the Title Sheet of the plans that this project shall comply with the 1998 edition of the California Building Code (Title 24 ), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. Carlsbad 00-1389 April 25, 2000 6. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. ·. • REQU'IRED SPl=CIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. IT.EM SOILS COMPLIANCE. PRIOR TO FOUNDATION INSPl;CTION STRUCTURAL CONCRETE. OVER 2500 PSI PILES/CAISSONS DESIGNER-SPECIFIED OTHER REQUIRED? REMARKS 7. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit.· Please review Section 106.3.5. Please complete the attached form. 8. Clearly dimension ·building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 9. Please provide an exit analysis for the queuing area, and the surrounding areas. This should show anticipated occupant loads, exit paths, required exit widths, etc. 10. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1004.2.4. • TITLE 24 DISABLED ACCESS 11. Plans indicate that ramp(s) are ~10'-0" long (and is(are) not bounded by walls). Revise plan details, or note that curbs or wheel guides are to be provided, per Section 1133B.'5.6. • FOUNDATION/STRUCTURAL 12. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Carlsbad 00-1389 April 25, 2000 13. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When reql:lired by the soil report). 14. Show distance from foundation to edge of cut or fill slopes ("distance-to- daylight") and show slope and heights of cuts and fills. Chapter 18. 15. In the retaining wall details, show which face of the wall will have earth up against it. 16. Show soil drainage at the retaining wall details .. 17. The firsftwo pages of the structural calculations. don't make any sense. There ar~ apparently no buildings proposed under this permit. 18. 1he third page of the calculations shows the retaining wall schedule: ihe blueprints don't show the correct rebar for the 9' wall. 19.. Please clarify the design .loads for the members shown on sheet C-8102. Also, no calculations were provided:. 20. See also sheet C-S 103. • ADDITIONAL 21. The note on sheet C-L200 referring to structural drawings for the "Witch's Castle" must be revised (to show that it is ,not a part of this permit). 22. See the following sheet for el-ectrical corrections. 23. To speed up the review process, note on this list (or a copy) where each correction item has been ad_dressed, i.e., plan sheet, note or detail number, calculation page, etc. 24. Please indicate here if any Changes have bee1:1 made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting. from this correction list? Please indicate: · D Yes O No Carlsbad 00-1389 April 25, 2000 25. The jurisdiction bas contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 9212-3.; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1996 NEC + PLAN REVIEWER: Eric Jensen 1. Panel PB-BF is described as a 3 phase 4 wire panel on the key notes yet the feeder schedule only shows three conductors from the transformer to the pa·nelboard. Please clarify. 2. Is the 480 volt system~ grounded system? If so, provide the grounding on-the single line dia~'i"am. · 3. Is that really a 160 ma.in overcurrent device oh the Caripro panel detail 9-1 0? If so, please explain. 4. Do (feeder schedule.) items 8 & 10 really use a #2 equipment ground? 5. Somehow provide a description of where the main distribution board "DPM" is located. Note: If you have any questions regarding this electrical plan review list please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 00-1389 April 25, 2000 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: ____ .;._ OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the archit~ct/engineer of record, w.ill be responsit;>le for employing the special inspector(s) as required by Uniform Suilding . .Code (USC) Section 1701.1 for the construction project located at the site listed above. USC Section 1:06.3.5; Signed _________________ _ I, as the engineer/architect of record, certify that I have prepared the following-special inspection program as required by USC Section 106.3.5 for the construction project located at the site listed above. Engineer's/Archrtect's Seal & Signature Here Signed -----------~----~---....... 1. List of work requiring. sp~cial inspection: D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified D Field Welding .D High Strength Bolting D Expansion/Epoxy Anchors · D Sprayed-On Fireproofing D Other _____ _ 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. 8. ------------,-------------------------------- c. ------'------------------------------- 3. Duties of the special inspectors for the work listed above: A. 8. C. Special inspectors shall check in with the ·City and presenUheir credentials for approval prior to beginning work on the job site. Carlsbad 00-1389 April 25, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: l Lego Dr. BUILDING OCCUPANCY: A4 BUILDING PORTION BUILDING AREA (ft. 2) Site walls Air Conditioning Fire Sprinklers TOTAL VALU~ - PLAN CHECK NO.: 00-1389 DAT!=: ,April 25, 2000 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) 15,000 (per applic.} 75,000 D 199 UBG Building Permit Fee cg] Bldg. Permit Fee by ordinance:$ 511.70 D 199 UBC Plan Check Fee ~ Plan Check Fee by ordinance: $ 332.61 Type of Review: [8:1 Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review F=ee: $ 266.08 Comments: Sheet 1 of 1 macvalue.doc 5196 C: C: C: "' Ill "' C: a: a: PLANNING-DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan. Check No. CB Qo I 3 a Cf Planner Qo o Ne-lJ APN: 2// -/00 -:0 C, -Address 4:. L€GoLANa '1._~I 1/£ Phone (61~ 43@i'a1 ,tfM.~iarr_'_/ __ Type of Project_& U$e: l.3ctf Ayer ~et Project Density: Al/,q. DU/AC Zoning: <;--T 1 General Plan: 7=-,,e_ Facilities Management Zone: /,3 CFD((inlout} # ~ Date of participation:j,2..:21-qJ Remaining net dev acres: /S: 'i:ifcie One (F?r non-~esidential developm~nt: Type o/f land used created by this permit: ,4-/ / o-Hier Cor1"'1t?-l'ci~ u.res ) Legend; ~-Item Complete . (0) Item lnc·omplete -Needs your action . Environmental Review Required: YES NO TYPE --'---- DATE OF COMPLETION: _____ _ Comp!i~nce with conditiQns of approval?. If not, sta_te conditionj which require action. Cond1t1ons of Approval: &oli?J C, ty Cpµf1?1/ cypa,vq Discretionary Action· Required: YES NO TYPE -~-- APPROVAL/RESO. NO. _ DATE----,--- PROJECT NO. S(IA9'G-lo/{Aj OTHER RELATED CASES; _qJ_· lfJ...,._ ..... 9..-G;...._j-/2~,~?_,_~¥--) ______________ _ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del _Rio North,· Suite 200, San Diego CA 92108-1725; (619) 521-8036 C() /l 9'~-/G,(,,j ~•',:J Determine status (Coastal .Permit Required or Ex~mpt): Ctty ~ii /tr::--fio,,, Coastal Permit Determination Form already completed? YES NO - If N.O, comple:te Coastal Permit Determination Form how. Coastal Permit Determination Log #: -. Follow.;Up ~ctions: : 1) Stamp Building Plans .as '~Exempt" or "Cpastal Permit Required" (at minimum Froor Plans). Y-. 2) Complete 'Cbastal _Permit Determination Log as needed. ' ...,;. ."'-,J' ·' • ' D~D D 0-0 o·o o lnclusionary Housing Fee required: YES __ NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES __ NO __ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan: 1. Provide a fully dimensioral __ site plan .drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. . Zoning: 1 . Setbacks: Front: Required ------Shown ------Interior Side: Required ------Shown ------Street Side: Required ------Shown ------Rear: Required ------Shown ------ 2. Accessory structure setbacks: Front: Required _____ _ Shown ------Interior Side: Required ---,------Shown ------Street Side: Required ------Shown ------Rear: Required , ------Shown ------Structure separation: Required ------Shown ------ 3·. Lot Coverage: · Required ------Shown ------ 4. Height: Required ------Shown 5. Parking: Spaces Required _____ _ Shown ------ Guest Spaces Required _____ _ Shown ------ The -e[ec.,a-h'cvi s Shet II 6-e ofrQMIV? --fo ~ le ct 1,d incluole the CD /.er a£: +Me :+r:@c:c, S<#3X'TT 0ro/ ~ 'fecc:fuce.s t'n °tnfi,c,.,, 9 n ce,,..... wH--h fhe-S:te.--L1 {½E/¥Jmerti-/1/e:tn /4,,'7rld'~~ /J a.~s. . ~ . OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 7br DATE S:-ZC-CO Carlsbad Fire Department 000105 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 04/20/200.0 ------------ Name: JIM FEND Address: 1 LEGO DR City, State: CARLSBAD CA92008 Plan Checker: Job #: 000105 ------- Job Name: Legoland -Bat Flyer Bldg#: CB001389 ------------------------'---,---,.---- Job Address: 1 Lego Dr Ste. or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review 'has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure· continued conformance with applicable codes arid standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or-install improvements. The item you .have submitted for review has been approved subject to the attached conditions.. The approval is based on plans, information and/or specifications provided ih your submittal. Please review carefully all comments attached, as failure to comply with instructiqns in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. ihe item you have submitted for review is incomplete. At this time, this office cannot ade9uately conduct a review to determine compliance with the applicable codes and / or standards. Ple_ase review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. 1st 000105 2nd FD Fiik# 3rd Other Age_ncy ID ,f . ' 0 .. -, BURGESS ENGiNEBiUNG GROUP 1-----,-· --·. -·-···-· 1 ' I I ) I f I .... :. i ! , I --_r I .! -. r ~ I ; ., . ·-! j ' .15.~- J. -~ ,;, PAGE:--~-of-.:·. ·-· - Jo:a #:. z'~7 __ ,.; J~,.-:-, ... , -· ,. , . -~ :,· 1,' ' DATE: f-:-./;~~ai!J:· NAME: .(..($,Jr I --.. . -----.. . --1 . i I. I r I I --/. I , .. --. c ··--- BURGESS ENGINEERING GROUP -;---I I t I I l ! .. ! 0 PAGE: ~ · ~f-'·--- JOB #: .~@IJ?-t¢,, . 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I I I ' ! , ___ , ---····-· .• , _______ 1 ___ 1 ______ , __ _.,___...;..,,_......., __ ..__,__~_. __ __,' __ ,__,_j~--_______ l,-'---'-1 ____.,_I .r I - ' ,l, I -~' 'I , -... i (}.. - 0 BURGESS ENGINEERING GROUP j I I ' I i -----. -· -· ... ------: . ~ _,__ --4--· .. I cf/ ~11! : j i .. ! l- ' I I l l 1--i ! i . . !. 1 -'--·-·-·I j . : ! ~ \;;..;.;) I PAGE:--'-'---'-~-of , .. JOB#: _,A=~-~=-=-()-<-7_-t,;::;;..-E.k-'-.-- DATE: _,_3,_-_.l,.4?,e__,-2.='Att1=_· __ NAME:,-"£J.LVB~~';j;~i1"'~. --- -·· ·-C. . ·. ,.-- l<--+-~-4----1----1---i--=ft).!.!.''-.~ --1----1-~.--,u_.~----. -----·-·----·-··--.. ----~-------· -·-, .... -------· ., i I I . -1 ------··-· ,!_ --'---'--'---'-__,___,··-----._--·_,_· -.I-.. ---l--------1---· ·-__,__· . -·-J·-·--l-· .. ·_-. J-'. --_J_ ..• ·__J_·~··· -1_· .l..--j' \_.__· ·--'----_._-· -·__,_-. ·-__,_----' I - 0 ' BURGESS ENGINEERING GROUP I ' I i ! " 0 ,z.. PAGE: · . of--'---"""" JOB#: ~--=-l'IJ:c-t!:)(:)=-· ·_· """7_-=-b-=2.-__ DATE: _3_-..,..b'-· -_.g_!ef#~_··_· -- NAME: .,JJB,Jr i ··1 . i L-I I I I ,,_[ t I l I·· ·I···-------+--~--+ ---------~ --- -,. ----~--------------I. --i----------·-·-.. ·-·-· ----------·------· -------·' I I l "-------------1 _ _: __________ ---------------·---·---·-· -______ ,,____,__......,__. -·· -----.... ·--.. -\.--1---J........------- ... ·-· .. , i ..... I i I L __ , __ _ .. -------· ----'--·--' -... --· . -----. ----_,..__ ----' --- . . .......... __ .. ____ ···----.. , ......... -·---------··-........ -·- ., ' I • l 0 . . ..,, BURGESS ENGINEERING GROUP I I I , '/14:. . I .. . .'O. ... l r oATE: -=5_.,...-CL"---z=· --~---· __ NAME:_..,...t/='B=c..,,;.-"·..J .... e __ _ .. ~--· --·---· I ; l ' I I i i l ! . I j ........ I ¥ -I -~ li<.,; •••• i Burgess Engineer Gr.oup ,·. -.,; Cale Title Walk Wall -3' Wall Reigh! (10 Inch s!e.fn thickne~s) Data: Density of Fill: Density of Concrete: Fluid Pressure: Doeffient of Friction: 120 Lbs/FT"3 150 Lbs/FT"3 35 Lbs/FT"3 0.35 Retaining Wall Dimentions Width of Stem 0.833 ft Height of Stem 3 ft Toe Distance 1 ft Heal Dimention 1.5 ft Height of Footing 1.5 ft Height of Fill on Wall 2.5 fl Calculations: 1) Calulate the Overturning Moment 2) Calculate the Resistance Moment Moment of Stem Moment of Footer Moment of Soil Load O.T.M.= O.T.M.= Mc= Mc= Mf=. Mt= Ms= Ms= ' :, 0.5 X 35 X 16 0.373 Kft 3 X ·o.833 X '150 0.531 Kft 1.5" X '3.333 X 150 1.250 Kft 2.5 X 1.5 X 120 L163 Kft Total. Resistence Moment= 2.944 Kft 3) Calculate the Safety Factor of Overturning: S.F. = Total Res Moment/ O.T:M. S:F. = 2,944 0.373 s.F.= 7.885 4) Calculate the Soil Pressure: P/A Stem= 0.15 X 3 X 0.83 Stem= 0.375 K Footing= 0.15 X 1.5 X 3.33 Footing= 0.150K ' ... Soil= 0.12 X 2.5 X 1.5 Soil= 0.450 K Total PIA= Total Pressure/ Area Total P/A = 1.575 K 3.3 fth2 TotalP/A = 0.473 K per ft"2 MC/I M=OTM O.T.M.= 0.373 Kft C = 1/2 Footing Dist C= 1.66667 ft I= (W X Width of Base"3) X 1/12 I= 1 X 37.04 X (1/12) t= 3.0864 MC/I= 0.2016 K per ft"2 5) Check Soil Pressure at toe Pt= P/A+ MC/I Pt = 0.473 + 0.202 Pt= 0;674 K per ft"2 / 6) Check Soil Pressure back of heal Ph= P/A-MC/1 Ph= 0.473 -0.202 Ph = 0.27i k per ft"2 // Bat Flyer Attraction Retaining Walls Cales.xis X f.33 X 1.417 X 1,667 X 2.5!}3 Page: Job#: Date: Name: _,().i'~· < ,. ' t of ·. L t;-:,{~~i { / ·:' .. ~0007~-. ~~,··: Marcl.1-2.,2(!00 . Rob Hair. 0 ' - Burgess Engineer Group Cale Tille _Walk Wall -4' Wall Height (10 Inch stem thickness) Data: Density of Fill: Density of Concrete: Fluid Pressure: Doeffient of Friction: 120 Lbs/fTA3 150 Lbs/fTA3 35 Lbs/fTA3 0:35 Retaining Wall Dimentions / Width of Stem 0:833 ft Height of Stem 4 ft Toe Distance 1 ft Heal Dimention 2 ft Height of Footing 1.5 ft Height of Fill on Wall 3.5 ft Calculations: 1) Calulate the Overturning Moment 2) Calculate the Resistence Moment Moment of Stem Moment of Footer ·Moment of Soil Load O.T.M.= O.T.M.= Mc= Mc= Mf= MJ= Ms= ·Ms= ,t 0.5 X 35 X 25 0.729 Kft 4 X 0.833 X ·150· 0.708 Kft 1.5 X 3.833 X 150 i.653 Kft 3.5 X 2 X 129 2.380 Kft Total Rl,!sistenc~ Moment= 4.741 Kft 3) Calculate the Safety Factor of-Overturning: S.F. = Total Res Moment/ O:T.M. 4) Calculate the Soil Pressure: P/A Total P/A = Total Pressure·/ Area MC/I M=OTM C = 1/2 Footing Dist I = (W X Width of BaseA3) X 1/12 5) Check Soil Pressure at toe 6) Check Soil Pressure back of heal $.F. = 4.741 0.729, S.F.::· 6.503' Stem= 0.15 X 4 X 0.83 Stem·= 0.5Q0 K Footing.= 0.15 X 1.5 X 3.83 Footing= 0.863-K Soil=. 0.12 X 3.5 X 2 Soil= 0.840 K Total PIA = 2.20J K I 3:8' ftA'2 Total PIA = 0.575 K per ft"2 O.T.M. = 0.729 Kft C= 1.91667 ft I= 1 X 56.33 X (·1/12) I= 4.694i MC/I = 0.2977 K per ft"2 Pt-= P/A + MC/I Pt = Q.575 + 0.2~8 Pt= 0.872 K per ft"2 / Ph:e P/A-MC/1 Ph = 0.575 -0.298 / Ph= 0.277 K per ft"2 Bat Flyer Attraction Retaining Walls Cales.xis X X X X ~ ~ 1.67 1.417 1.917 2.833 Page: 2 of 7 Job#: -· -00007~ Date: March 2, 2000 Name: Rob Hair· 0 Burgess Engineer Group Cale Title Walk Wa[I -5' W!,ill Height (-1.0 lnch·stem thickness) Data: Density of Fill: Density of Concrete: Fluid Pressure: Doeffient of Friction: 120" Lbs/FTA3 150 Lbs/FTA3 35 Lbs/FJA3 0.35 Retaining Wall Dimenlions Width of Stem 0.833 fl Height of Stem 5 fl Toe Distance 1 fl Heal Dimention 2 ·fl Height of Footing 1.5 ft Height of Fill on Wall 4.5 ft Calculations: 1) Calulate the Overturning Moment 2) Calculate the Resistance Moment Moment of Stem Momeni bf Footer · Moment of Soil Load O.T.M.= O.T.M.= Mc= Mc= Mf= Mf= Ms.= Ms=; ........ 0.5 X 35 X 36 1.260 l{ft 5 X 0.833 X 150 0.885 Kft 1·.5 X 3.833 X 150 1.653 Kft 4.5 X 2 X 120 3.060 Kft Total Resistence Moment== 5.599 Kft 3) Calculate the Safety Factor 6f Overturning: S.F. = Total Res Moment I O.T.M. 4) Calculate tne Soil Pressure: P/A Total P/A = Total Pressure'/ Area MC/I M=OTM C = 1/2 Footing Dis.! I= (W X Width of BaseA3) X 1/12 5) Check Soil Pressure at toe 6) Check Soil Pressure back of he<1J S.F. = 5.599 1.260 S.F.= 4.443 Stem= 0.15 X 5 X 0.83 Stem= 0.625 K Footing= 0.15 X 1:5 X 3.83 Footing= 0.8,63 K Soil= 0.12 X 4.5 X 2 Soil= 1.080K Total PiA = 2.568 K / 3.8 f1A2 Total P/A = 0.670 J{ per ftA2 O.T.M:= 1.260 Kfl C= 1.91667 ff I= 1 X 56.33 I= 4.694i MC/I= 0.5145 k per ftA2 Pt = P/A + MC/I X Pt= 0.670 + 0.514 Pt= ·1.184 :kperftA:i./ Ph = PIA -Met[ (1/12) Ph= · b.670 , o.514 ·. / l.>li == o.155 k per ftAi I/ X X X X Bat FlyerAtlraction Retaining Walls Cales.xis, ~ \.;J 2.00 1.417 1.917 2.833 -:, Page: 3 of . 7 Job II: --00007~ Date: March 2, 2000. Name: Rob Hair 0 Burgess Engineer Group Cale Tille Walk Wall -6' Wall Height (10 Inch stem thickness) Data: Density of Fill: Density of Concrete: Fluid Pressure: Doeffient of Friction: 120 Lbs/FT"3 150 Lbs/FT"3 35 Lbs/FT"3 0.35 Retaining Wall Dimentions Width of Stem 0.833 ft Height of Stem 6 ft Toe Distance 1 ft Heal Dimention 2.5 ft Height of Footing 1.5 ft Height of Fill on Wall 5.5 ft Calculations: 1) Calulate the Overturning Moment 2) Calculate the Resistance Moment Moment of Stem Moment of Footer Moment of Soil Load O.T.M.= O.'i'.M.= Mc= Mc= Mf=- Mf= Ms= Ms= 0.5 X 35 X 49 2.001 Kft 6 X 0.833 X 150 1.063 Kft 1.5 X 4.333 X 150 2,113 Kft 5.5 X 2.5 X 120 5.088 Kft Total Resistence Moment= 8.263 Kft 3) Calculate the Safety Factor bf Overturning: S.F. = Total Res Moment/ O.T.M. 4) Calculate the Soil Pressure: P/A Total PIA= Total Pressure/ Area MC/I M=OTM C = 1 /2 Footing Dist I= (W X Width ofBase'3) X 1/12 5) Check Soil Pressure at toe 6) Check Soil Pressure back of heal S.F. = 8.263 2:001 S.F.= 4.130 Stem= 0.15 X 6 X 0.83 Stem-= 0.750 K Footing·= 0.15 X 1.5 X 4.33 -Footing= 0.975 K Soil= 0.12 X 5.5 X 2.5 Soil= 1.650K TotalP/A =· Totai P/A =;a 3.375 K I 4.3 ft"2 0.779 K per ft"2 O.T.M. = 2.001 Kft C = 2,16667 ft I= 1 X 81.37 X (1/12) I= 6.7809 MC/I= 0.6393 K per ft"2 Pt= P/A+ MC/I Pt= 0.719 + 0.639 ./ Pt= 1.418 Kper ff"2 Ph= P/A-MC/1 Ph= 0,779 -0.639 ,/ Ph= 0,140 K per ft"2 Bat Flyer Atlraction Retaining Walls Cales.xis Page: 4 of 7 Job#: --00001..e?'=o'Z- Date: March 2, 2000 Name: , Rob Hair X 2.33 X 1.417 X 2.167 X 3:083 . ' '• 0 Burgess Engineer Group Cale Title Walk Wall -7' Wall Height (10 lnc;h stem thickness) Data: Density of Fill: Density of Concrete: Fluid Pressure: Doeffient of Friction: 120 Lbs/FT"3 150 Lbs/FT"3 35 Lbs/Ff"3 0.35 Retaining Wall Dimentions / Width of Stem 0.833 ft Height of Stem 1 ft Toe Distance 1 ft ..--Fleai]iimention 3.5 ft ~tofFooting 1.5 ft, Height of Fill·on Wall 6.5 ft Calculations: 1) Calulate the Overturning Moment 2) Calculate the Resistence Moment Moment of Stem Moment of Footer Moment of Soil-Load O.T.M.= O.T,M,= Mc·= Mc·= Mf= Mf= Ms-= Ms·= 0.5 X 35 X 64 2.987 Kft 7 X 0.833 X 150 1.'240 l(ft 1.5 X 5.333 X 150 3.200 Kft 6.5 X 3.5 X 120 9.783 Kft Total Resistence Moment= 14.222 Kft 3) Calculate the Safety Factor of Overturning, S.F. = Total Res-Moment/ O.T.M. 4) Calculate the Soil Pressure: P/A Total PIA= Total Pressure/ Area MC/I M=OTM C = 1/2 Footing Dist I = (W X Width of Base"3) X 1/12 5) Check Soil Pressure at toe 6) Check Soil Pressure back-of heal S.F.·= 14.222 2.9(17 S.F.= 4.762 Stem= 0.15 X 7 X 0,83 Stem= 0.875 K Footing-= 0.15 X 1.5 X 5.33 Footing= 1.200 K Soil·= 0.12 X 6.5 X 3.5 Soil·= 2.730 K Total'P/A = 4.805 K 5.3 ft"2 TotnlP/A = 0.901 Kper ft"2 O.T.M.= 2.987 Kft C= 2.66667 ft I= 1 X 151,7 X (1/12) I= 12.642 MC/I~ 0.63 K per ft"2 Pt·= P/A + MC/I Pt= 0.901 + 0.63 / Pt= 1.531 K per ft"2 Ph= P/A-MC/1 Ph= 0.901 -0.63 / Ph== 0.271 K per ft"2 Bat Flyer Attraction Retaining Walls Calcs.)(ls 0 Page: -2__ of ..l.. Job.#: · 000\)7.9f"/).'Z- Date: March 2, 2000 Name: Rob Hair X 2.67 X 1.417 X 2.667 X 3.583 .. Burgess Engineer Group · Cale Title Walk Wall -8' Wall HE!ight (.10 I.heh stem thickn_ess) Data: Density of Fill: Density of Concrete: Fluid Pressure: Doeffient of Friction: 120 Lbs/FTA3 150 Lbs/FP3 35 Lbs/FT"3 0.35 Retaining Wall Dimentions Width of Stem 0.833 ft / Height of Stem 8 ft Toe Distance 1 ft Heal Dimention 4 ft Height of Footing 1.5 ·ft Height of Fill on Wall 7.5 ft Calculations: 1) Calulate the Overtumin(J Moment 2) Calculate the Resistence Moment Moment of Sfem Moment of Footer Moment of Soii Load O.T.M.= O.T.M.= Mc= Mc·= Mf= Mf= Ms= Ms= 0.5.-X 35 X 81 4.253 Kft 8 X 0.833 X 150 1.4-t7krt 1.5 X 5.833 X -150 3.828 Kft 7.5 X 4 X 120 13.80!)-~ft Total Resistence Moment== 19.045 Kft 3) Calculate the Safety Factor of Overturning: S.F. = Total Res Moment I O.T.M. 4) Calculate the Soil Pressure: P/A Total P/A =Total.Pressure/ Area MC/I M=OTM C ':' 1/2 Footing Dist I= (W X Width of Base"3) X 1/12 5) Check Soil Pressure at-toe 6) Check Soil Pressure back of heal ·S.F. = 19.045 4.253 S.F.= 4.478 Stem= 0.15 X 8 X 0;83 Stem= 1.000 K Footing.= 0.15 X 1!5 X 5.83' Fo·oting= 1.313 K Soil= 0.12 X 7.5 X 4 Soil"" 3,600K Total PIA == 5.913 I<; 5:8-ft"2 Total PIA = 1.014 Kper ft"2 O.T.M.= 4.253 Kft C= 2.91667 ft I= 1 X 198.-5 I= 16.541 MC/I= 0.7498 K per ft"2 Pt= P/A+ MC/I X .(1/12) Pt= 1.014 + 0.75 / Pt= i. 763 K per ft"2 Ph= -P/A-MC/1 Ph= 1.014 -0.75 Ph = 0.264 K per ft"2 .J Bat Flyer Attraction Retaining Walls Cales.xis 0 Page: 6 of 7 Job·#: --00007-M-::OZ-. Date: March ?-, 2000 Naine: Rob Hair X 3:oo· X 1.417 X 2.917 X 3.833 ·-· Burgess Engineer Group Cale Title Walk Wall -9' Wall Height (1 0 ·lncli stem thickness) Data: Density of Fill: Density of Concrete: Fluid Pressure: Doeffient of Friction: 120 Lbs/FP3 150 •Lbs/FP3 35 Lbs/FT":3 0.35 Retaining Wall Dimentions Width of Stem 0.833 ft Height of Stem 9 ft / Toe Distance 1 ft Heal Dimention 4 ft Height of Footing 1 :5 ft Height of Fill on Wall 8:5 ft' Calculations: 1) Calulate the Overturning Moment 2) Calculate the Resistance Moment Moment of Stem Moment of Footer Moment of Soil Load O.T.M.= O.T.M.= Mc= Mc= Mf= Mf= Ms·= lVis= -..... '-.. .:;; J 0.5 X 35 X .A00 5.833 Kft 9 X 0,833 X 150 1.594 Kft 1.5 X 5.833 X 150 3.828krt 8.5 X 4 X 120 15.64_0 Kft Total Resistence Moment·= 21.062 Kft 3) Calculate the Safety Factor of Overturning: S.F. = Total Res Moment/ O.T.M. 4) Calculate the Soil Pressure: P/A Total PIA= Total Pressure/ Area MC/I M=OTM C = 1/2 Footing Dist I = (W X Width of Base"3) X, 1/12 5) C_heck Soil Pressure at toe 6) Check Soil Pressure back of heal S.F.= 21.062 5,833 ,S,F.= 3.61i Stern= 0.15 X 9 X 0.83 Stem-= 1.125 K Footing= 0.15 X 1.5 X 5.83 Footing= 1.313 K .. ,:,. Soil= 0.12 X 8.5 -X 4 Soil= 4.080 K Total PIA = 6.518 K I 5.8 ft"2 TotalP/A = 1.li7 K per ft"2 O.T.M.= 5.833 Kft C= 2.91667 ft I= 1 X 198.5 I= 16.541 MC/I= 1.0286 K per ft"2 Pt= P/A+MC/1 X Pt= 1.117 + 1.029 ./ Pt= 2.146 Kj>edt"2 Ph= P/A-MC/1 Ph= 1.117 -1.02!;) J Ph = 0,089 k pet ft"i . (1/12) Bat Flyer Attraction Retaining-Walls Cales.xis 0 Page: 7 · of 7 Job #: --00007.M""'oz: Date: March 2, 2000 Name: Rob Hair· ;:; X 3:az- X 1.417 X 2.917 X 3.833 05/26/2000 12:19 1:1582920771 SAH bIEGO · PAGE 132 ?;;, : )::'t',-,r.;--tfe,,/v~,.. hn : JoA,,,., $ u,~~s.s , , o\ . r O,~ Leighton and Associates 4-0 A GTG Company ---------------~- GEOTECHNICAL CONSULTANTS OJ To: Attention: Subje<.--t: References: Introduction LEGOLAND California 1 Lego Drive Carlsbad, Calffomia 920084 Mr. Jim Fend May 26. 2000 \rJ.-/0 CC>· Pr~ject No. %015 J-0 l 0 As-Graded Geotedmical Review and Plan Review for Proposed Bat Flyer Area Irnprovement'3 in L~GOLAND Th~me Park, Carlsbad, C~lifotnia. Leighton and Associates, Inc., 1998, Final As~(Jraded Repo1t of Rough~Gradiug, LEGO Family P~k, Carlsbad, CaJlfomia, Project No.: 4960151-003, dated Februaty 10, )998 Leighton and Associates, Inc., 1999, Updated. Geotechnical Report. Proposed East Expansion Area, LEGOLAND Theme Park. Carlsbad, Califnmin, Pr~ject No.: 960151- 010, dated.December 10, 1999 R.W. Apel Landscape Archite(..-t, 2000, l3at ,Flyet .-\t.ttitdiou Area. Deve1op.o:it:ht P.lait, LEGOLAND Califomi.a, Sheets Loot, Uoo, t200. L202. l.203, Sl00. S101, aod S202, dated April 12, 2000 In accordance with your request and autltori7 .. ation, we liave petfonned a geotechnkal review of the proposed Bat Flyer Improvement Area Devel<>pment Plan for. LEGOLAND Theme Pfilk located itt Carlsbad, Califomia. The improvement includes construction of the site improvements associated with the Bnt Flyer Roller Coaster. The Area f.>evelopment improvements consist of access ramps, queuing area waJ.kwa.ys, coaster station platfox111, and r:~taining walls to create the nccess rainpn aud. coaster statiou pla.tfonn. TI1e Area Development plans also show a Witches Castle fa,;ade to be constructed· pti the coaster tower foundation. This review has not included a review of the Bat Flyer Roller Coaster foundation system (which indud.es the tower foundation). We understand the foundation system for the roller coaster is addressed oh separate plans and permit. This letter has been prepared to provide geotechnkaJ reconunertdationi. for foundations of the proposed retaining watJ arid geueral site developtt1e1it. Based on the a-esttt~ of our geotecluiic.al review, die pi·oposed iniprovements are considered geotechuicalty feasible provided the recommendations within this lette.r report al'e imp(etnented durh1g clesign, cotlstructiott, and twer the .service life of lhe project. 3934 Murphy Canyoh Road, #13205, SoH Diego, CA 92123-4425 (858) 292-8030 .. FAX {858) 292-.0771 • www.lei9hlon9eo.com ~ c_..v.~ 00, '¾~9 05/25/2000 12:19 1::1582920771 SAH Dil::GO PAlt 03 960151-010 Backgrocmd According to as-graded mapping (Leighton, l 998), most of the access ramp and coaste1· station site is underlain by Quatemary T ~trace Deposits. Engii1e~red fills are present within an existing stoi-tn drain alignment that transect-; the ram.p aud station area (h a north-south direction .. En~rinee.re<l fills are also present west of the tower foundation and 111ay partially underlie the nmthwest comer of the slab-on-grade platform at the coaster station. Engineei·ed fills and Quaternary Terrace Deposits are considered suitable for support of the proposed improvements. However, due to the length of time since the site grading and based on our recent observations, the uppennost soils fo the area of the proposed improvements appe.;ir to he disttu·bed and/or desiccated. For this reaso.n, removal and recompaction of the .$Utficial soils should he perfonned as per the recommendations of our recent geotechnkal update report (Leighton, 1999). Geotechnical Design Recomm!f.11{:/..gtions Based on our review, the geotechnical recommendations contained in our recent geotecbuical updat:e report (Leighton, 1999), are considered applicable to the Bat Flyer area improvement.-;. £<J.llllis!.tiQ!J.f'lgn Revfe).1r Based on review of the referenced plai1s (R. W. Apel, 2000), the plans were found to be in general confonnance with our geotechnic.al recommend.ations of our u1ost recent update report O~eightou, 1999). However the following items are noted: ~ General Note #2 on Sheet C-S100 should reference the 1999 update report and the stnictutal ehgii1eer should confirm that 1997 seismic design parameters were utilited it1 the project design. 0 A retaining wall drain should be instalJed hehfod the uppermost retaining walls of the access r.tmp and behind the station retaining walls. A typical wall drait) detail is provided in Appendix B ()t the update report (Leighton, 1999). · · ·· L_imitatiom The conclusions and recommendations in this report are basecl in part upon data that were obn,ined frotn .avaitable infom1ation that were based on a limited number of observations, site visits, exct\.vdtioh!:. samples, atid tests. Such information is by necessity incomplete. 111e na.tute of many sites is such that differing geotechnical .. or geologicai conditions can occur within srtudl distances and Utidet varyittg climatic conditions. Changes in subsurface conditions can and do occur over time. Tbe1-efote, the findings, conclusions, and recommendations presented in thi.s report cau be relied ,1pon only if Leightoh has the oppommity to observe the subsurface conditions during grading attd con.struction of the proj~ct. in order to conf'n-m that our preliminary fiudiitgs are reptesetrtative for the site. 05/26/~000 12:19 l:1582920771 SAH [l!Et30 960151-010 If you have any questfons regarding our letter, please contact this office. We appreciate this opportuni1y to he of service. Respectfully ~ubmitted. SAC/RKW Distribution: (4) Addressee 05/26/2000 12:19 l:1582920771 SAl--l DIEGO , PAGE 01 Leighton ahd Associates A GTG Company GEOT!;CHNICAL CONSULTANTS FAX TRANSMITTAL RECE1Vt;O MAY 2 6 2000 Ans'd ___________ _ The attached documents may contain confidential infonnation. This information is intended solely fo:r use by the individual or entity named as the "Recipient" below. Jf you are not the intended recipient, be aware that any disclosure, co1Jying, di!->-tl'.ibution, or use . of the contents of this transmission is prohibited. If you have received this transmission in error, please notify lL<; by telephone immediately so we may arrange to retrieve this transmission at no cost to you. DATE: May26,2000 PROJECT NO. _.9'--"6-"--0=15=1--"-0=1 O.,..____ ____ _ RECIPl.ENT: John Burgesses .. -.... '"1.--..... ---~---··-·-·.-.---------- COMPANY: f'AXNUMBER:_,{~9_,__49"'"'')....,,5=8-=8-....,_7=2=16"----------------------- SENDER: SUBJECT: Bat Hyer Roller Coaster COMMENTS: Following is the review letter fo;r fue Bat Flyer ~ea .Q.evdoproel1t Ple~e call if you ~l:!oul<l have apy questions. TOTAL NUMBER OF PAGES ~4 __ (including cover sheet) ORIGINAL _....,,x~ .. WILL __ WILL NOT FOLLOW Please contact this office ifyou encou.11.teJ' prohlems with this transmjssiou. 3934 MORPHY CANYON RO, STE B-205 SAN DIEGO, CA '92123 (858)29.1-8030/fax (061))292-0111 www.LeJghtongeo.com