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SDP 2021-0020; LEGOLAND PROJECT 2023; Site Development Plan (SDP)
.,, ( City of Carlsbad LAND USE REVIEW APPLICATION P-1 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www .carlsbadca.gov APPLICATIONS APPLIED FOR: (CHECK BOXES) Development Permits f liJ Coastal Development Permit I] Minor D Conditional Use Permit D Minor D Extension D Day Care (Large) D Environmental Impact Assessment D Habitat Management Permit 0 Hillside Development Permit 0Minor 0Minor D Nonconforming Construction Permit D Planned Development Permit O Minor D Residential D Non-Residential D Planning Commission Determination D Reasonable Accommodation Iii Site Development Plan D Special Use Permit II) Minor D Tentative Parcel Map (Minor Subdivision) D Tentative Tract Map (Major Subdivision) 0 Variance 0Minor (FOR DEPT. USE ONLY) Legislative Permits lp( t,()1.,J -ooc4 51:>f ,., fl 'L-I -rJO 1,,,1) D General Plan Amendment D Local Coastal Program Amendment D Master Plan 0 Specific Plan D Zone Change □Amendment □Amendment D Zone Code Amendment South Carlsbad Coastal Review Area Permits D Review Permit D Administrative D Minor D Major VIiiage Review Area Permits 0 Review Permit D Administrative D Minor D Major (FOR DEPT. USE ONLY) El NOTE: A PROPOSED PROJECT REQUIRING APPLICATION SUBMITTAL MUST BE SUBMITTED BY APPOINTMENT". PLEASE CONTACT THE APPOINTMENT SPECIALIST AT (760) 802°2723 TO SCHEDULE AN APPOINTMENT. •SAME DAY APPOINTMENTS ARE NOT AVAILABLE ASSESSOR PARCEL NO(S): 211-100-09-00 ---------------------------------LO CAT 1O N OF PROJECT: One LEGOLAND Drive, Carlsbad, CA 92008 (STREET ADDRESS) NAME OF PROJECT: Project 2023 BRIEF DESCRIPTION OF PROJECT: The project consists of a new ride located within a new, conditioned structure. PROJECT VALUE (SITE IMPROVEMENTS) $8,000,000 ESTIMATED COMPLETION DATE February 15, 2023 FOR CITY USE ONLY Development No. b£--v U) 2--\ ,. 0 2--2-0 Lead Case No. P-1 Page 1 of6 Revised 10/20 t OWNER NAME (PLEASE PRINT) APPLICANT NAME (PLEASE PRINTI INDIVIDUAL NAME INDIVIDUAL NAME (if applicable): (if applicable): Tom Storer COMPANY NAME COMPANY NAME (if applicable): LEGOLAND California Resort (if applicable): Merlin Entertainments Group U.S. Holdings Inc MAILING ADDRESS: One LEGOLAND Drive MAILING ADDRESS: One LEGOLAND Drive CITY, STATE, ZIP: Carlsbad, CA 92008 CITY, STATE, ZIP: Carlsbad, CA 92008 TELEPHONE: 760.918.5400 TELEPHONE: 858. 334.8938 EMAIL ADDRESS: kurt. stocks@legoland.com EMAIL ADDRESS: tom.storer@legoland.com I CERTIFY THAT I AM THE LEGAL OWNER AND THAT ALL THE ABOVE I CERTIFY THAT I AM THE LEGAL REPRESENTATIVE OF THE OWNER INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO KNOWLEDGE.tl,JRTIFY AS LEGAL OWNER THAT THE APPLICANT AS THE BEST OF MY KNOWLEDGE. SET FORTH IN IS MY AUTHORIZED REPRESENTATIVE FOR PURPOSElt' ~ S APPLICATION • :[~ ~} 3cl l z. \ 10 ,~ L 2. I SIGNATURE DATE -i • DATE I APPLICANT'S REPRESENTATIVE (Print): MAILING ADDRESS: CITY, STATE, ZIP: TELEPHONE: EMAIL ADDRESS: I CERTIFY THAT I AM THE REPRESENTATIVE OF THE APPLICANT FOR PURPOSES OF THIS APPLICATION ANO THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DATE IN THE PROCESS OF REVIEWING THIS APPLICATION IT MAY BE NECESSARY FOR MEMBERS OF CITY STAFF, PLANNING COMMISSIONERS OR CITY COUNCIL MEMBERS TO INSPECT AND ENTER THE PROPERTY THAT IS THE SUBJECT OF THIS APPLICATION. I/WE. CONSENT TO ENTRY FOR THIS PURPOSE. NOTICE OF RESTRICTIO RECORDED ON THE TIT THE LAND AND BIND A PROPE FOR CITY USE ONLY P-1 PROPERTY OWNER ACKNOWLEDGES AND CONSENTS TO A NOTICE OF RESTRICTION BEING HIS PROPERTY IF CONDITIONED FOR THE APPLICANT. NOTICE OF RESTRICTIONS RUN WITH ESSORSININTEREST. Page2of6 RECEIVED OCT O !i 2021 CITY OF CARLSBAD DATE ST~i'I~ ~p'p{JdA!t(tsJ(95CEIVED RECEIVED BY: Revised 10/20 ',., -DocuSign Envelope ID: E83F8868-3EAC47 AE..,. 5-0ED96EA92E84 ACTION BY WRITTEN CONSENT OF THE BOARD OF DIRECTORS OF MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS INC. The undersigned, constituting all members of the Board of Directors (the "Board") of Merlin Entertainments Group U.S. Holdings Inc., a Delaware corporation (the "Company"), acting by written consent in lieu of a meeting, hereby approve and adopt the following resolutions as of 26 June 2020: NOW, THEREFORE, BE IT RESOLVED:- 1. THAT the following resignations be accepted with effect from the dates specified below:- Peter Ronchetti Adrian Jones Director & Vice President Director & President January 3, 2020 June 26, 2020 2. THAT the following individuals be appointed as Directors and Officers of the Company with effect from the dates specified below:- Kurt Stocks Scott Maupin Director & Vice President Director & President June 22, 2020 June 26, 2020 3. THAT following the aforesaid changes, the Directors and Officers of the Company are:- Scott Maupin Kurt Stocks Cassandra Gold James Helliwell Jason Davies Matthew Jowett Rex Jackson Director & President Director & Vice President Director & Vice President Director & Vice President Director & Vice President Director & Vice President Director & Vice President 4. THAT any of the aforesaid Directors and Officers of the Company with full power to act alone and without the joinder of the other be and each is hereby authorized on behalf of the Company, at any time and from time to time hereafter, without further action by or authority or direction of the Board of Directors or any committee thereof, to enter into, execute and deliver, or cause to be entered into, executed and delivered, all such agreements, instruments or documents, and to perform and do or cause to be performed and done, all such acts and things as such Director or Officer may determine necessary or desirable; and FURTHER RESOLVED, that this Written Consent may be executed in multiple counterparts, which shall be treated as originals for all purposes, and all so executed shall constitute one document notwithstanding that all parties are not signatory to the original or the same counterpart; and FURTHER RESOLVED, that the execution of this Written Consent and delivery thereof by electronically transmitted signature shall be sufficient for all purposes and shall be binding upon the party who so executes. [Remainder of Page Le~ Blank -Signature Page to Follow] DocuSign Envelope ID: E83F8B68-3EAC-47CF5-0ED96EA92E84 0 IN WITNESS WHEREOF, the undersigned Directors of the Company have executed this Written Consent effective as of 26 June 2020. CTDocuS.nedby. [A.ssit-~ CMA1FFf DP♦f◄Bf Cassandra Gold James Helliwell Jason Davies ~DocUS•ned..,_: "Z:l10H•CF◄31i Matthew P. Jowett Rex Jackson [SIGNATURE PAGE TO ACTION BY WRITTEN CONSENT OF THE BOARD OF DIRECTORS OF MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS INC.] r-----------•r ( Cicyof Carlsbad DISCLOSURE STATEMENT P-1(A) Development Services Planning Division 1635 Faraday Avenue (760) 602 4610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, finn, co-partnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county, city municipality, district or other political subdivision or any other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership. include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person NIA Corp/Part LEGOLAND California Resort Title____________ Title _____________ _ Address _________ _ Address One LEGOLAND Drive 2. OWNER (Not the owner's agent) P-1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership. include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person NIA ----------- Tit I e ------------ Address ---------- Corp/Part Merlin Entertainments Group, US Holdings, Inc. Title LEGOLAND California Resort Address One LEGOLAND Drive Carlsbad, CA 92008 Page 1 of 2 Revised 07/10 .. 3. NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non- profit organization or as trustee or beneficiary of the. Non ProfiVTrust NIA Non ProfiVTrust NIA ----------Title Title --------------------------Address _________ _ Address ___________ _ 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards, Commissions, Committees and/or Council within the past twelve (12) months? D Yes l ✓I No If yes, please indicate person(s): __________ _ NOTE: Attach additional sheets if necessary. above information is true and correct to the best of my knowledge. Signature of owner/date ::~t.;;;:: Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent P·1(A) Page 2 of 2 Revised 07/10 ""'',;,. ----------~ -------------~·------------- { City of Carlsbad PROJECT DESCRIPTION P-1(8} PROJECT NAME: Project 2023 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov ------------------------- APPLICANT NAME: Merlin Entertainment Please describe fully the proposed project by application type. Include any details necessary to adequately explain the scope and/or operation of the proposed project. You may also include any background information and supporting statements regarding the reasons for, or appropriateness of, the application. Use an addendum sheet if necessary. Description/Explanation: The project is a new ride for the LEGOLAND amusement park which will be located within a conditioned building. The structure will be a pre-engineered metal building with stucco & metal siding exterior finishes. The facade will be embellished with a collection of 'haunted house' theming elements. The ride itself is a drum element that rotates around guests in fixed seats. Guest will enter the building into a 'pre-show' room and continue through the attraction until exiting through a corridor on the opposite end of the building. There will be equipment located at both the pit level (below grade) and the equipment level (above the ground floor) to facilitate the ride & building. Additional, outdoor equipment will be located to the West & South side of the building, at ground level. Occupants shall not be in the pit or equipment levels. The project also includes an exterior queue line area which will be approximately 30% covered (50% max) with a stretched fabric canopy and related supports. The queue line will have themed elements and additional opportunities for play. There is an existing attraction ('Driving School') that partially covers the new building site. That ride consists of a grade level driving track which will be partially demolished & remodeled to the extent required for the ride to remain with a smaller track footprint. P-1(8) Page 1 of 1 Revised 07/10 Legoland California One Legoland Dr I Carlsbad CA 92008 OECOAATM TOHER I\JN!ffl81TE.0) MTl·2 STlJC.C0.1 TYP MK-1:REfM>TE I PAN(l-1 SONG OECORATM TOWER (IJNl't1ABITE.D) MR-2 STUCCO-I lYP PNEL•ISIOtf-G PANE~-1 SO~G LAOOER-1 £mt"« EIWl!iDn I -FJor:I: e..ttrorBtvawl l BM:I 1, .... . , Ill •• •• llll II Elevation Color Boards 10.01.2021 . I .. II II -- • 'I •• II .. II II .. •• .... -- . -ll •• llll •• -• ii -- •• •1 II .. .. I SEE NOTE 2 REGARDING Bl.UlftG tEOfT .. ~Ot~l,'2" ._ -o,unr"""'I EL 1J7' 9" ... 0 PAW'CT (MAIH ROOf) fl 13''• ,. .. ·o RCXlFOECK "ROCFEDGEJ El133' S- .. l O Pl.ATE (fAOlr' T+iEMEO) [\.126'·21~ .. T.O PNW'El(ltww'ROOf) [\. 111'•2 It" ..,:~:uvu .., ;t0/:~·2~°:~1 .. R'tSH CEUfll lLEVEl 11 [L 113'· 1 I?' .. ~~1~::::CCMPH>l .,, Ff ,LEVEL 1) El 100'-0" .. '"'0 OEa<(lEVEL 1) El ll!i'-r ~ GAAf'ttC SCAlE. O' 2' ~ ,~ SEE NOTE 2 AEGNION3 "'-'LOl<GHEIJHT .,,ii1~1'2" "11.-2 .,, T.O PI.A"'."E (TOWEl\1 EL 13r-r ", T O PARAPU IM'/N ROOf) El 134 _,. .. T.0 RIJOFOEQ;~AOOHOOE) EL133'-S- .. TO FU, (FROIIT Tl;£M€0\ El 126'-21>'~ STOCCO-I. T't'P .. !i.01~~:0WffOOf) _..:~ma ... T.O OEQ; (LOWA()0Fl El 116'-21~ ",, ~3'~~(1.£1,R I) ",, :~~:::.rCCMAEDI "\, Ff(I..EVEL 1) El 100'-0- ... T.0 0:CI{ (LE'IEl IJ Eltt•t' ~ GRAPHIC SCALE O' 2' 4 ,~ Specht ... DECORATIVE TCW.Bl (UfraNWlffl.DJ MIU sn,cco.1_ w MME·l;RP-"1011:1 t.AOOER-1 PA!E·I SlOING PAHEl·l SIOIHG LADOER-1 .....,,,......,,.., Eltlra ewo» I t.n. Legoland Californ ia One Legoland Dr I Carlsbad CA 92008 OECOAA TM TOWER -- Ll>MJl-1 Elevation Color Boards 10.01.2021 SEt NOTE 2 RE6AA!IING SW>INGtEIGl<T ..,:lo,!~t.'2" ... T.O. PU.TE (TOWEf:i U137'-~ ... T 0. PNW'ft (MA,~ ROCF/ EL 134•.,r ... 1.0. ROO; DfCI( I@ ROOF E!>GEJ El 133'·4" ... T.O. P\.ATE ~ TltilfOI El 129'•21,'2" ._ !Lol~~,:owROOF) ... :~LML ... ~t, :~2 ~o; ROOF) ... A!ISHCEUGrtMi.1) El 113'-1 112' .. ~~;~COVERED, LAOOER-1 .. ~~~I ... 1.0.DEU(lEYELl) El99'•V-R::Fl I GIW'HC SCAlf I)' 2' .. ,. SEE NOTE 2 REG.WIUtG Sl&.DING t€lGHT ,., !t01!~~ 1-'2' "\,, T.O PU.TI (TOWER! El 137'-9" ._ T.O PNW»ET (l,WN fU.f} -. El 1J.t• • .t· ... T.O RiUDf.CK'.@floo:EDGE) E.lllJ'·t" ... r.o PlATE(FROlfTTlfEl,£0) £L126"·21? ... T O PARAPIT llOW ROOF) El 1t7'-2 I 8" ... E~TU\'El e .. 11r-cr ... :t~I :<:<2 ~~ RDa": ... 0t3'CE~{LEVEL1) ... ~l~jf◄:ClMRED) .. ~~~) ... T.O OE-Cl< M:YEL IJ El99'·0" Ft..Fl____J GR»t«:SCAl..f 11' '1' .. a-15' Specht 0 ' • . ,,.-., \~ PROJECT 2023 CARLSBAD, CALIFORNIA l <o J I ------<5 I~ 1 :::_; ' "'-r" '--' PHOTO LOCATION MAP Scale: 1" = 50'-0" NOTES: 1. ALL CAMERA LOCATIONS FOR ATTACHED PHOTOS REPRESENTED ON PLAN ARE APPROXIMATE AND FOR REFERENCE ONLY. 10/01/21 ' PROJECT 2023 PHOTO 1 Specht CARLSBAD, CALIFORNIA 10/01 /21 ....... M••ttra I ., PROJECT 2023 PHOTO 2 Specht CARLSBAD, CALIFORNIA 10/01 /21 ..... PROJECT 2023 PHOTO 3 CARLSBAD, CALIFORNIA ---,/ ". _). "-~ Specht 10/01/21 -. : : : : t " 0 t-o :r : 0. . (" I ) N a ~ N z a: . t- ~ c. . . : , ~ LJ . J (_ ) -: , 6 0 ~ 0: ~ 0. . ~ LO 0 t-o I 0. . C" " ) N 0 ~ N a: 0 t- ~ c. . : > c3 LU o -- : : , ct : O ff i cc a! 0. . c3 \ \ PROJECT 2023 PHOTO 6 Specht CARLSBAD, CALIFORNIA 10/01 /21 { City of Carlsbad HAZARDOUS WASTE AND SUBSTANCES STATEMENT P-1(C) Development Services Planning Division 1635 Faraday Avenue (760) 602 4610 www .carlsbadca.gov Consultation of Lists of Sites Related to Hazardous Wastes (Certification of Compliance with Government Code Section 65962.5) Pursuant to State of California Government Code Section 65962.5, I have consulted the Hazardous Waste and Substances Sites List compiled by the California Environmental Protection Agency and hereby certify that (check one): [ii The development project and any alternatives proposed in this application are not contained on the lists compiled pursuant to Section 65962.5 of the State Government Code. D The development project and any alternatives proposed in this application m contained on the lists compiled pursuant to Section 65962.5 of the State Government Code. APPLICANT Name: Tom Storer Address: One LEGOLAN D Drive Carlsbad, CA 92008 Phone Number: 858.334.8938 PROPERTY OWNER Name: Merlin Entertainments Group Address: One LEGOLAND Drive Carlsbad, CA 92008 Phone Number: 858.334.8938 Address of Site: One LEGOLAND Drive, Carlsbad, CA 92008 Local Agency (City and County): Carlsbad, CA I San Diego County LEGAL: Lots 18 & 19 of City of Carlsbad, Tract 94-09, Carlsbad Assessor's book, page, and parcel number: Ranch -Units 2 & 3, According to map thereof No. 13408 recorded in the office of the county recorder of San Diego County on April 1 , 1997 Specify list(s): N/A APN: 211-100-09-00 Regulatory Identification Number:_N_/_A _____________________ _ Date of list: N/ A ~-,-~----)l----w-11--H--. -- ~~/Date Property Owner Signature/Date The Hazardous Waste and Substances Sites List (Cortese List) is used by the State, local agencies and developers to comply with the California Environmental Quality Act requirements in providing information about the location of hazardous materials release sites. P-1(C) Page 1 of 2 Revised 02/13 ENVIRONMENTAL INFORMATION FORM (To be Completed by Applicant) Date Filed: ___________ (To be completed by City) Application Number(s): ________________________ _ General Information 1. Name of project: Project 2023 _ _;;__ _______________ _ 2. Name of developer or project sponsor: LEGOLAND California Address: One LEGOLAND Drive City, State, Zip Code: Carlsbad, CA 92008 Phone Number: 858.334.8938 3. Name of person to be contacted concerning this project: Travis Power, Specht Architects Address: 5306 Middle Fiskville Road, Suite A City, state, Zip Code: Austin, Texas 78751 Phone Number: 512.669.5307 4. Address of Project: One LEGOLAND Drive, Carlsbad, CA 92008 5. Assessor's Parcel Number: 211 -1 00-09-00 ----------------- ~ist a~d describe a~y other :elated permits and other public approvals required for this project, including those required by city, regional, state and federal agencies: 6. Existing General Plan Land Use Designation: VC ---------------- 7. Existing zoning district: C-T -Q ------------------ 8. Existing land use(s): Amusement Park ------------------- 9. Proposed use of site (Project for which this form is filed): The project will include a ride located within a new, conditioned building. Project Descri 10. 11. 12: Number of floors of construction: below. ------------l..:~~-- 13. Amount of off-street parking provided: Existing parking for park to remain. 14. Associated projects: LEGOLAND California, SP 207 -Carlsbad Ranch Specific Plan P-1(0) Page 2 of 4 Revised 07/10 15. If residential, include the number of units and schedule of unit sizes: 16. If commercial, indicate the type, whether neighborhood, city or regionally oriented, square footage of sales area, and loading facilities: ____________________ _ New building is part of regi II orie ted amusement park. Gross floor area of pro~~-..,--~ 4,909 sq ft. ublic assembly area of proposed building i 17. If industrial, indicate type, estimated employment per shift, and loading facilities: _____ _ 18. If institutional, indicate the major function, estimated employment per shift, estimated occupancy, loading facilities, and community benefits to be derived from the project: 19. If the project involves a variance, conditional use or rezoning applications, state this and indicate clearly why the application is required: ___________________ _ P-1(0) Page 3 of 4 Revised 07/10 Are the following items applicable to the project or its effects? Discuss all items checked yes (attach additional sheets as necessary). Yes No 20. Change in existing features of any bays, tidelands, beaches, or hills, or substantial D 0 alteration of ground contours. 21. Change in scenic views or vistas from existing residential areas or public lands or D 0 roads. 22. Change in pattern, scale or character of general area of project. D 0 23. Significant amounts of solid waste or litter. D 0 24. Change in dust, ash, smoke, fumes or odors in vicinity. D 0 25. Change in ocean, bay, lake, stream or ground water quality or quantity, or D 0 alteration of existing drainage patterns. 26. Substantial change in existing noise or vibration levels in the vicinity. D 0 27. Site on!filled landior on slope of 10 percent or more. 0 D 28. Use of disposal of potentially hazardous materials, such as toxic substances, D 0 flammables or explosives. 29. Substantial change in demand for municipal services (police, fire, water, sewage, D 0 etc.). 30. Substantially increase fossil fuel consumption (electricity, oil, natural gas, etc.). D 0 31. Relationship to a larger project or series of projects. 0 D Environmental Setting Attach sheets that include a response to the following questions: 32. Describe the project site as it exists before the project, including information on topography, soil stability, plants and animals, and any cultural, historical or scenic aspects. Describe any existing structures on the site, and the use of the structures. Attach photographs of the site. Snapshots or Polaroid photos will be accepted. 33. Describe the surrounding properties, including information on plants and animals and any cultural, historical or scenic aspects. Indicate the type of land use (residential, commercial, etc.), intensity of land use (one-family, apartment houses, shops, department stores, etc.), and scale of development (height, frontage, set-back, rear yard, etc.). Attach photographs of the vicinity. Snapshots or polaroid photos will be accepted. Certification I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this initial evaluation to the best of my ability, and that the facts, statements, and information presented are true and correct to the best of my knowledge and belief. Darte: 03/21/22 Signature: j.~ . #= For: Travis Power, Specht Architects P-1(0) Page 4 of 4 Revised 07/10 Ccityor Carlsbad TIME LIMITS ON DISCRETIONARY PROJECTS P-1(E) PLEASE NOTE: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Time limits on the processing of discretionary projects established by state law do not start until a project application is deemed complete by the City. The City has 30 calendar days from the date of application submittal to determine whether an application is complete or incomplete. Within 30 days of submittal of this application you will receive a letter stating whether this application is complete or incomplete. If it is incomplete, the letter will state what is needed to make this application complete. When the application is complete, the processing period will start upon the date of the completion letter. If you have any questions regarding application submittal requirements (i.e., clarification regarding a specific requirement or whether all requirements are necessary for your particular application) please call (760) 602-4610. Applicant Signature: q?-:::~=----,1-' e,...".:""=======- Staff Signature: Date: To be stapled with receipt to the application P-f(E) Page 1 of 1 Revised 07/10 Ccicyof Carlsbad MINOR COASTAL DEVELOPMENT PERMIT/ SINGLE FAMILY RESIDENCE APPLICATION Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov P-6 A proposed project requiring application submittal must be submitted by appointment*. Please contact the appointment specialist at (760) 602-2723 to schedule an appointment. *SAME DAY APPOINTMENTS ARE NOT AVAILABLE All joint application exhibits, i.e. Tentative Map and Planned Development Site Plan should be prepared at the same scale. (Use a scale no smaller than 1" = 40'.) I. GENERAL BACKGROUND A. Estimated Cost of Development: Development costing $60,000 or more does not qualify as a Minor Coastal Development Permit. The City Planner shall make the final determination regarding a project's cost of development. The primary basis for determining cost of development will be the application of dollar costs per square foot for different types of residential construction. These costs are set by the International Conference of Building Officials (ICBO) and are applied throughout San Diego County. Please complete the following information to assist in the determination of this project's cost of development (Contractor proposals may also be submitted for consideration by the City Planner). Please refer to the current fee schedule for the appropriate $/square foot fee rate. ⇒ New Residential Square Footage: ______ square feet x $ _____ /sq. ft.=$ ________ _ ⇒ Residential Addition Square Footage: ______ square feet x $ _____ /sq. ft.=$ ________ _ ⇒ Any Garage Square Footage: ______ square feet x $ _____ /sq. ft.=$ ________ _ ⇒ Residential Conversion Square Footage: ______ square feet x $ ___ --/sq. ft.=$ ________ _ ⇒ Please contact the City of Carlsbad Building Division for current fee rate for Non- Residential uses (i.e. Retail/Store; Restaurants; Office; and Manufacturing/Warehouse uses.) ______ square feet x $ __ /sq. ft.=$ __________ _ COST OF DEVELOPMENT ESTIMATE:$ ___________ _ B. Do you wish to apply for: 1. A Minor Coastal Development Permit (Under $60,000 cost estimate) Iii 2. A Coastal Development Permit ($60,000 or more cost estimate) D C. Street address of proposed development One LEGOLAND Drive, Carlsbad, CA 92008 P-6 Page 1 of 7 MAR 14 2022 C'''1 "' ~A0 LSBAD F-:....--1.!\i!\J.: _,S '.Jl'J!S\Oi J Revised 08/19 D. Assessor's Parcel Number of proposed development 211-100-09-00 E. Development Description: Briefly describe project: _______________________ _ The project consists of a new ride located within a new, conditioned structure. There will be an outdoor covered area that is partially covered (30% covered). There is an existing attraction at the site ('Driving School') that will be partially demolished / modified. F. Describe the present land uses (i.e. vacant land, single family homes, apartments, offices, etc.) that surround the proposed development to the: North: Agriculture (CR-A-OS}, Open Space (OS} South: Open Space (OS}, Office (0) East: Commercial Tourist (C-T-Q), Open Space (OS) West: Planned Industrial (P-M-Q}, Commercial Tourist (C-T-Q), Open Space (OS} G. Is project located within a 100-year flood plain? D Yes Ii] No II. PRESENT USE OF PROPERTY A. Are there existing structures on the property? Iii Yes D No If yes, please describe. Ground-level cart track to be partially demolished. Existing, Adjacent buildings to remain. B. Will any existing structure be removed/demolished? D Yes Iii No If yes to either question, describe the extent of the demolition or removal, including the relocation site, if applicable (also show on plans). 111. LOT COVERAGE * P-6 A. Existing and Proposed Building Coverage Landscaped Area Hardscape Area Unimproved Area (Left Natural) * Sq. ft. areas given are within project limit of work line. Total area within project limit of work = 21,068 sq. ft. Existing sq. ft. sq. ft. 11,762 sq. ft. Page 2 of7 Progosed 3,808 sq. ft. 3,808 18.1 (-2,959) sq. ft. 6,347 sq. ft. 30.1 (-849) sq. ft. 10,913 sq. ft. 51.8 Revised 08/19 P-6 B. Parking: Number of existing spaces _4_,8_1_1 _____ _ Number of new spaces proposed _o _____ _ Existing/Proposed TOTAL: _4_,8_7_1 _____ _ Number of total spaces required _o _____ _ Number of covered spaces _o ______ _ Number of uncovered spaces _4_,8_7_1 _____ _ Number of standard spaces Existing to Remain Number of compact spaces Existing to Remain Is tandem parking existing? Is tandem parking proposed? D Yes #_Ii] No D Yes# Iii No Grade Alteration: Is any grading proposed? Iii Yes D No If yes, please complete the following: 1. Amount of cut 1,353 cu. yds. 2. 3. 4. 5. 6. Amount of fill _6_4 _________________ cu. yds. Maximum height of fill slope {REF C-04) feet Maximum height of cut slope {REF C-04) feet Amount of import orjexport j1 ,289 cu. yds. Location of borrow or disposal site _T_B_D ______________ _ Page 3 of 7 Revised 08/19 Development Services Planning Division 1635 Faraday Avenue 760-602-4610 www.carlsbadca.gov PURPOSE 0 CLIMATE ACTION PLAN CONSISTENCY CHECKLIST P-30 0 {city of Carlsbad In September 2015, the City of Carlsbad adopted a Climate Action Plan (CAP) that outlines actions that the city will undertake to achieve its proportional share of state greenhouse gas (GHG) emissions reductions. This checklist contains measures that are required to be implemented on a project-by-project basis to ensure that the specified emissions targets identified in the Climate Action Plan (CAP) are achieved. Implementation of these measures will ensure that new development is consistent with the CAP's assumption for relevant CAP strategies toward achieving the identified greenhouse gas (GHG) reduction targets. In this manner, a project's incremental contribution to a cumulative GHG emissions effect may be determined not to be cumulatively considerable if it complies with the requirements of the CAP, in accordance with CEQA Guidelines Sections 15064(h)(3), 15130(d), and 15183(b). • *City staff are currently not assessing the greenhouse gas impacts of California Environmental Quality Act projects by using the Climate Action Plan as a qualified GHG reduction plan under CEQA section 15183.S{b). Please consult with the Planning Department for further guidance. Additional information may be found on the Climate Action Plan Update and Vehicle Miles Traveled calculations staff report. This checklist is intended to assist project applicants in identifying CAP ordinance requirements and demonstrate how their project fulfills those requirements. This checklist is to be completed and included in applications for new development projects that are subject to discretionary review or require a building permit. APPLICATION SUBMITTAL REQUIREMENTS • The completed checklist must be included in the project submittal package or building permit application. Application submittal procedures can be found on the City of Carlsbad website. This checklist is designed to assist the applicant in identifying the minimum CAP-related requirements specific to their project. However, it may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. • If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Planning Division or building official. • The requirements in the checklist will be included in the project's conditions of approval or issuance of building permit. • Details on CAP ordinance requirements are available on the city's website. P-30 Page 1 of7 f~ECF,V~D MAR 2 4 2022 CITY Or CARLSBAD _:::_A!\1!\!!~JS '.J!\/~S'.Qi·-J Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist STEP 1: LAND USE CONSISTENCY The first step in determining CAP consistency for discretionary development is to assess the project's consistency with the growth projections used in the development of the CAP. This section allows the city to determine a project's consistency with the land use assumptions used in the CAP. Projects found not to be consistent with the CAP's land use assumptions and that are projected to emit at or above the CAP screening threshold of 900 metric tons of CO2 equivalent (MTC02e) GHG will be subject to a project-specific analysis of GHG emissions' impact on the environment in accordance with the requirements of the California Environmental Quality Act (CEQA). This may result in GHG-reducing mitigation measures applied as a condition of project approval in addition to compliance with the CAP ordinance requirements identified in Step 2 of this checklist. Checklist Item (Check the appropriate box and provide an explanation and supporting documentation for your answer) A. Is the proposed project consistent with the existing General Plan land use and specific/master plan or zoning designations? OR, If the proposed project is not consistent with the existing land use plan and zoning designations, does the project include a land use plan and/or specific plan, master plan or zoning designation amendment that would result in an equivalent or less GHG-intensive project when compared to the existing designations? Yes No □ If ''Y~', proceed to Step 2 of the checklist. For the second option under Question A above, provide estimated project-related GHG emissions under both existing and proposed designation(s) for comparison. GHG emissions must be estimated in accordance with the City of Carlsbad Guidance to Demonstrating Consistency with the aimate Action Plan. If "No", proceed to Question B. B. The CAP established a screening threshold of 900 MTC02e/year for new development projects to assist in determining consistency with the CAP. The types and sizes of typical projects listed below have been determined to correspond to the CAP screening threshold. Will the proposed land use change result in the construction of less than any one of the following? • Single-Family Housing: 50 dwelling units • Multi-Family Housing: 70 dwelling units • Office: 35,000 square feet • Retail Store: 11,000 square feet • Grocery Store: 6,300 square feet • Other: If the proposed project is not one of the above types, provide a project-specific GHG emissions analysis to determine whether it is below the 900 MTCOie/year screening threshold. If ''Yes', proceed to Step 2 of the checklist. □ □ If "No", the project's GHG impact is potentially significant and must be analyzed in accordance with CEQA. Applicant must prepare a Self-developed GHG emissions reduction program in accordance with the City of Carlsbad Guidance to Demonstrating Consistency with the Climate Action Plan to demonstrate how it would offset the increase in emissions over the existing designations. The project must incorporate each of the applicable measures identified in Step 2 to mitigate cumulative GHG emissions impacts unless the decision maker finds that a measure is infeasible in accordance with California Environmental Quality Act Guidelines Section 15091. Mitigation in lieu of or in addition to the measures in Step 2 may be required, depending on the results of the project-specific GHG impact analysis. Proceed and complete a project-specific Self-developed GHG emissions reduction program and Step 2 of the Checklist. P-30 Page 2 of 7 Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist STEP 2: CAP ORDINANCE COMPLIANCE REQUIREMENTS Completion of this checklist will document a project's compliance with CAP ordinances, and in turn, demonstrate consistency with the applicable measures and actions of the CAP. The compliance requirements in this Step 2 apply to development projects that require a building permit. All other development projects shall implement all emissions-related mitigation measures from the General Plan Update EIR. Project No./Name: Project 2023 ------------------------------------Property Address/APN: One LEGOLAND Drive, Carlsbad, CA 92111 Applicant Name/Co.: Tom Storer / Merlin Entertainment Applicant Address: One LEGOLAND Drive, Carlsbad, CA 92111 Contact Phone: 858.334.8938 Contact Email: tom.storer@legoland.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Travis Power Specht Architects 5306 Middle Fiskville Road, Suite A Contact Phone: 512.669.5307 Contact Email: travis@spechtarchitects.com Use the table below to determine wh ich sections of the Ordinance Compliance checklist are applicable to your project. If your project includes alterations or additions to an existing building, please contact the Carlsbad Building Division for assistance in estimating building permit valuation, by phone at 760-602-2719 or by email at building@carlsbadca.gov. Estimated Building Perm it Valuation (BPV): $_8_,0_0_0_,_00_0 ______ _ D Alterations: D BPV < $60,000 0 BPV ~ $60,000 D Electrical service panel upgrade 0 BPV ~ $200,000 0 New construction D Alterations: P-30 N/A lA and 4A 4A lA and 4A Page 3 of 7 All residential alterations 1-2 family dwellings and townhouses with attached garages only Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist □ BPV <?: $200,000 or additions <?: 18,5 1,000 square feet D BPV <?: $1,000,000 18, 28 and 5 Building alterations of<?: 75% existing gross floor area □ <?: 2,000 sq. ft . new roof addition 28 and 5 18 also applies if BPV <?: $200,000 Please refer to Carlsbad Ordinance No. CS-347 and the California Green Building Standards Code (CALGreen) for more information when completing this section. A. D Residential addition or alteration ~ $60,000 building permit valuation. See Ord. CS-347, Section 8. Year Built Single-family Requirements □ Before 1978 Select one: □ Duct sealing 0 Attic insulation D Cool roof □ 1978 and later Select one: □ Lighting package D Water heating package □ Between 1978 and 1990 □ 1991 and later B. 0 Nonresidential* new construction or alterations~ $200,000 building permit valuation, or additions~ 1,000 square feet. See CALGreen Appendix AS, Discussion AS.2, as amended in CS-347, Section 3. AS.203.1.1.1 D Outdoor lighting: .90 Allowed Outdoor Lighting Power AS.203.1.1.2 □ Restaurant service water heating (comply with California Energy Code Section 140.5, as amended) AS.203.1.2.1 Choose one as applicable: □ .95 Energy budget El .90 Energy budget AS.211.1. •• El On-site renewable energy AS.211.3•• 0 Green power (if offered by local utility provider, 50% minimum renewable sources) AS.212.1 0 Elevators and escalators AS.213.1 El Steel framing P-30 Page 4 of 7 □ N/A _________ _ D Exception: Home energy score~ 7 (attach certification) Multi-family Requirements □ Attic insulation Select one: D Attic insulation D Duct Sealing D Cool roof Select one: □ Lighting package □ Water heating package □ N/A _________ _ Theme parks exempt: 121 N/A Section 140.6, Exception 3A No restaurant or water heating El N/A service included in project. 0 N/A 0 N/A Not required to alter utility 0 N/A provider for entire park. Elevator / escalator not 0 N/A included in project. Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist 0 N/A • Includes hotels/motels and high-rise residential buildings •• For alterations~ $1,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with california Energy Code section 120.10 instead. A. D Residential new construction (for building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.l(c) 14 for requirements. Note: if project includes installation of an electric heat pump water heater pursuant to Carlsbad ordinance CS-348, increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. calculated kWdc* sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception D D □ □ kWdc B. 12] Nonresidential new construction or alterations 2:$1,000,000 BPV and affecting 2:75% existing floor area, or addition that increases roof area by 2:2,000 square feet. Please refer to Carlsbad Ordinance CS-347, Section 6 when completing this section. Choose one of the following methods: 0 Gross Floor A~Method GFA: ~------Min. System Size: _5 ___ kWdc 0 If< 10,000s.f. Enter: 5 kWdc □ If~ 10,000s.f. calculate: 15 kWdc x (GFA/10,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Annual TDV Energy use:*** x .80= Min. system size: kWdc ---- ***Attach calculation documentation using modeling software approved by the California Energy Commission. P-30 Page 5 of 7 Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist A. D Residential and hotel/motel new construction Please refer to Carlsbad Ordinance CS-347 and CS-348 when completing this section. D For systems serving individual dwelling units choose one: □ Heat pump water heater AND compact hot water distribution AND drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CA Energy Code Section 120.10 (for high rise residential hotel/motel) or 150.l(c) 14 (for low-rise residential) D Heat pump water heater meeting Tier 3 or higher NEEA Advanced Water Heating Specification D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system □ Recirculation system per CS-347 (high-rise residential, hotel/motel) or CS-348 (low-rise residential) D Solar water heating system that is either: □ .60 solar savings fraction or 40 s.f. solar collectors D .40 solar savings fraction, plus drain water heat recovery 0 Exception: B. 0 Nonresidential new construction Please refer to Carlsbad Ordinance CS-347 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): 0 Solar-thermal D Photovoltaics D Recovered energy □ Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □ Solar water heating system with .40 solar savings fraction la Exception: No water heating Is expected as part of project.. A. D Residential New construction and major alterations* Please refer to Carlsbad Ordinance CS-349 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: D One EVSE ready parking space required □ Exception : D Multi-family residential· 0 Exception · Total Parking Spaces EVSE Spaces Proposed Capable I Ready I I I calculations: Total EVSE spaces= .10 xTotal parking (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .SO (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "capable," "Ready" or "Installed.") Installed I I Total P-30 Page 6 of 7 Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B 0 Nonresidential new construction (includes hotels/motels) 0 Exception . Existing EV I EVSE spaces satisfy code ,equl1ements tor thisbu,lding. Total Parking Spaces EVSE Spaces Proposed Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parkin S aces rovided Number of re uired EV S aces Number of re uired EVSE Installed aces D 0-9 1 0 10-25 2 D 26-50 4 D 51-75 6 □ 76-100 9 D 101-150 12 D 151-200 17 □ 201 and over A. List each proposed nonresidential u B. Employee ADT /1,000 square feet is s Use Ride Staff If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required. 1 1 2 3 5 6 9 Note: 18 spaces should be expected for this building based on 21.44.010 (1,701 sq ft of assembly space). The park currently has 20 installed EVSE spaces that were not used to satisfy code requirements for past projects. It is proposed that those existing spaces be counted towards compliance for this project. Total Employee ADT 5 *NOTE: Notwithstanding the 110 employee ADT threshold above, General Plan Mobility Element Policy 3-P.11 requires new development that adds vehicle traffic to vehicle LOS-exempt street facilities to implement TOM and transportation system management strategies. Please consult with City of carlsbad Land Development Engineering (LDE) staff to determine whether this policy applies to your project. TOM plan required: Yes □ No El LOE Staff Verification: □ ______ (staff initials) P-30 Page 7 of 7 Revised 07/21 C city of Carlsbad STORM WATER STANDARDS EIVE UESTIONNAIRE -E-34 MAR 2 4 2022 Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www .carlsbadca.gov To address post-development pollutants that may be generated from development projects, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Car1sbad BMP Design Manual (BMP Manual). To view the BMP Manual, refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'STANDARD PROJECT' requirements, 'STANDARD PROJECT' with TRASH CAPTURE REQUIREMENTS, or be subject to 'PRIORITY DEVELOPMENT PROJECT' (POP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case. please make the changes to the questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A completed and signed questionnaire must be submitted with each development project application. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. PROJECT NAME: LEGOLAND -LLC PROJECT 2023 APN: 211-100-09 & 211-100-11 ADDRESS: 1 Legoland Drive, Carlsbad, CA 92008 The project is (check one): D New Development fZl Redevelopment The total proposed disturbed area is: 21,068 tt2 ( 0.484 ) acres The total proposed newly created and/or replaced impervious area is: 14,202 ft2 ( 0.326 ) acres If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project10SDP 15-26 SWQMP#:_N_IA ______________ _ •SEE ADENDUM NO. 2, EQUIVALENT AREA CALCULATIONS BY LUIS PARA DATED 03/21/2022 Then, go to Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. This Box for City Use Only YES NO Date: Project ID: City Concurrence: □ □ By: E-34 Page 1 of 4 REV 09/21 To determine if your project is a "development project", please answer the following question: Is your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building or structure that do not alter the size {See Section 1.3 of the BMP Design Manual for guidance)? YES NO □ ~ If you answered "yes" to the above question, provide justification below then go to Step 6, mark the box stating "my project is not a 'development project' and not subject to the requirements of the BMP manual" and complete applicant information. Justification/discussion: {e.g. the project includes only interior remodels within an existing building): To determine if your project is exempt from PDP requirements pursuant to MS4 Permit Provision E.3.b.(3), please answer the following questions: Is your project LIMITED to one or more of the following: 1. Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: a) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non- erodible permeable areas; OR b) Designed and constructed to be hydraulically disconnected from paved streets or roads; OR c) Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets uidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? YES NO □ □ □ If you answered "yes" to one or more of the above questions, provide discussion/justification below, then go to Step 6, mark the second box stating "my project is EXEMPT from PDP ... " and complete applicant information. Discussion to justify exemption { e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): If you answered "no" to the above questions, your project is not exempt from PDP, go to Step 3. E-34 Page 2 of 4 REV 09/21 To determine if your project is a PDP, please answer the following questions (MS4 Permit Provision E.3.b.(1 )): 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 2. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 3. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside develo ment ro·ect includes develo ment on an natural slo e that is twen -five ercent or reater. 5. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious street, road, highway, freeway or driveway surface collectively over the entire project site? A street, road, highway, freeway or driveway is any paved impervious surface used for the trans ortation of automobiles trucks motorc c/es, and other vehicles. 7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes now that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingled with flows from adjacent lands).* 8. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013 5014 5541 7532-7534 or 7536-7539. 9. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? 11 . Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? (CMC 21 .203.040 YES NO □ ~ If you answered "yes" to one or more of the above questions, your project is a PDP. If your project is a redevelopment project, go to step 4. If your project is a new project, go to step 6, check the first box stating, "My project is a PDP ... " and complete applicant information. If you answered "no" to all of the above questions, your project is a 'STANDARD PROJECT'. Go to step 5, complete the trash ca ture questions .. • Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board <::Nater Quality Control Plan for the San Diego Basin (1 994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board <::Nater Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preseives or their equivalent under the Multi Species Conseivation Program within the Cities and County of San Diego; Habitat Management Plan; and any other equivalent environmentally sensitive areas which have been identified by the City. E-34 Page 3 of 4 REV 09/21 Complete the questions below regarding your redevelopment project (MS4 Permit Provision E.3.b.(2)): Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: YES NO Existing impervious area (A)= 11,749 sq. ft. □ Total proposed newly created or replaced impervious area (8) =_1_4-"",_2_0_2 ________ sq. ft. Percent impervious area created or replaced (B/A)*100 =_1_2_1 ___ % If you answered uyes", the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 6, check the first box stating, "My project is a PDP ... " and complete applicant information. If you answered "no," the structural BM P's required for PDP apply to the entire development. Go to step 6, check the first box statin "M ro·ect is a PDP .. ." and com lete a licant information. Complete the question below regarding your Standard Project (SDRWQCB Order No. 2017-0077): YES NO Is the Standard Project within any of the following Priority Land Use (PLU) categories? R-23 (15-23 du/ac), R-30 (23-30 du/ac). Pl (Planned Industrial), CF (Community Facilities), GC (General Commercial). L (Local Shopping Center), R (Regional Commercial), V-B (Village-Barrio), VC (Visitor D D Commercial), 0 (Office), VC/OS (Visitor Commercial/Open Space), Pl/O (Planned Industrial/Office), or Public Trans ortation Station If you answered "yes", the 'STANDARD PROJECT is subject to TRASH CAPTURE REQUIREMENTS. Go to step 6, check the third box stating, "My project is a 'STANDARD PROJECT' subject to TRASH CAPTURE REQUIREMENTS ... " and complete applicant information. If you answered "no", your project is a 'STANDARD PROJECT'. Go to step 6, check the second box stating, "My project is a 'STANDARD PROJECT' ... " and com lete a licant information. IZ! My project is a PDP and must comply with PDP stormwater requirements of the BMP Manual. I understand I must prepare a Storm Water Quality Management Plan (SWQMP) per E-35 template for submittal at time of application. 0 My project is a 'STANDARD PROJECT' OR EXEMPT from PDP and must only comply with 'STANDARD PROJECT' stormwater requirements of the BMP Manual. As part of these requirements, I will submit a • Standard Project Requirement Checklist Form E-3&' and incorporate low impact development strategies throughout my project. 0 My project is a 'STANDARD PROJECT' subject to TRASH CAPTURE REQUIREMENTS and must comply with TRASH CAPTURE REQUIREMENTS of the BMP Manual. I understand I must prepare a TRASH CAPTURE Storm Water Quality Management Plan (SWQMP) per E-35A template for submittal at time of application. Note: For projects that are close to meeting the PDP threshold, staff may require detailed impervious area calculations and exhibits to verify if 'STANDARD PROJECT' stormwater requirements apply. D My project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box Applicant Name: Aaron Albertson Applicant Title: _P_r_in_c...:.ip_a_l _________ _ I. s· . . ~::.., .. ,t:..,/2...,:.?2 ..... ~-1===-~D· ate·. 03/17/2022 App ,cant 1gnature. · .. · /I E-34 Page 4of 4 REV 09/21 C cityof Carlsbad STANDARD PROJECT REQUIREMENT CHECKLIST E-36 Project lnfonnatlon Project Name: LEGOLAND -LLC PROJECT 2023 Plan ID: SOP 2021-0020 Permit No. DWG No. Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov Baseline BMPs for Existing and Proposed Site Features Complete the Table 1 -Site Design Requirement to document existing and proposed site features and the BMPs to be implemented for them. All BMPs must be implemented where applicable and feasible. Applicability is generally assumed if a feature exists or is proposed. BMPs must be implemented for site design features where feasible. Leaving the box for a BMP unchecked means it will not be implemented (either partially or fully) either because it is inapplicable or infeasible. Explanations must be provided in the area below. The table provides specific instructions on when explanations are required. Table 1 -Site Design Requirement A. Existing Natural Site Features (see Fact Sheet BL-1) 1. Check the boxes below for each existing feature on 1. Select the BMPs to be implemented for each identified feature. Explain the site. why any BMP not selected is infeasible in the area below. SD-G SD-H Conserve natural Provide buffers around waterbodies features □ Natural waterbodies □ □ □ Natural storage reservoirs & drainage corridors IE -- □ Natural areas, soils, & vegetation (incl. trees) IXI -- B. BMPs for Common Impervious Outdoor Site Features (see Fact Sheet BL-2) 1. Check the boxes below for each 2. Select the BMPs to be implemented for each proposed feature. If neither BMP SD-B nor proposed feature. SD-I is selected for a feature, explain why both BMPs are infeasible in the area below. SD-B SD-I Minimize size of Direct runoff to pervious Construct surfaces from impervious areas areas permeable materials □ Streets and roads □ □ □ Check this box to confirm □ Sidewalks & walkways □ □ that all impervious areas on the site will be minimized □ Parking areas & lots □ □ where feasible. D Driveways □ □ If this box is not checked, □ Patios, decks, & courtyards □ □ identify the surfaces that cannot be minimized in area □ Hardcourt recreation areas □ □ below, and explain why it is □ Other: □ □ infeasible to do so. C. □ BMPs for Rooftop Areas: Check this box if rooftop areas are proposed and select at least one BMP (see Fact below. If no BMPs are selected, explain why they are infeasible in the area below. IE 50-B Direct runoff to oervious areas I E-36 City of Carlsbad· NOY 3 0 2021 ~-~~_ning Division --·------- D50-C Install green roofs Page 1 of 3 Sheet BL-3) I □ 50-E Install rain barrels Revised 10/21 D. !XI BMPs for Landscaped Areas: Check this box if landscaping is proposed and select the BMP below (see Fact IXI SD-K Sustainable Landscaping Sheet BL-4) If SD-K is not selected, explain why it is infeasible in the area below. Provide discussion/justification for site design BMPs that will not be implemented (either partially or fully): Baseline BMPs for Pollutant-generating Sources All development projects must complete Table 2 -Source Control Requirement to identify applicable requirements for documenting pollutant-generating sources/ features and source control BMPs. BMPs must be implemented for source control features where feasible. Leaving the box for a BMP unchecked means it will not be implemented (either partially or fully) either because it is inapplicable or infeasible. Explanations must be provided in the area below. The table provides specific instructions on when explanations are required . Table 2 -Source Control Requirement A. Management of Storm Water Discharges 1. Identify all proposed outdoor 2. Which BMPs will be used to prevent 3. Where will runoff from the work areas below materials from contacting rainfall or work area be routed? runoff? [jj Check here if none are proposed (See Fact Sheet BL-5) (See Fact Sheet BL-6) Select all feasible BMPs for each work area Select one or more option for each work area SC-A SC-B SC-C SC-D SC-E Other Overhead Separation Wind Sanitary Containment covering flows from protection sewer system adjacent areas □ Trash & Refuse Storaqe □ □ □ □ □ □ □ Materials & Equipment Storaqe □ □ □ □ □ □ □ Loadinq & Unloadinq □ □ □ □ □ □ □ Fuelinq □ □ □ □ □ □ □ Maintenance & Repair □ □ □ □ □ □ □ Vehicle & Equipment Cleaninq □ □ □ □ □ □ □ Other: □ □ □ □ □ □ B. Management of Storm Water Discharges (see Fact Sheet BL-7) Select one ootion for each feature below: • Storm drain inlets and catch basins ... □ are not proposed !XI will be labeled with stenciling or signage to discourage dumping (SC-F) • Interior work surfaces, floor drains & □ are not proposed [XI will not discharge directly or indirectly to the MS4 sumps ... or receiving waters • Drain lines (e.g. air conditioning, boiler, □ are not proposed IXI will not discharge directly or indirectly to the MS4 etc.) ... or receiving waters • Fire sprinkler test water ... □ are not proposed Iii will not discharge directly or indirectly to the MS4 or receiving waters Provide discussion/justification for source control BMPs that will not be implemented (either partially or fully): E-36 Page 2 of 3 Revised 10/21 Fonn Certification This E-36 Form is intended to comply with applicable requirements of the city's BMP Design Manual. I certify that it has been completed to the best of my ability and accurately reflects the project being proposed and the applicable BMPs proposed to minimize the potentially negative impacts of this project's land development activities on water quality. I understand and acknowledge that the review of this form by City staff is confined to a review and does not relieve me as the person in charge of overseeing the selection and design of storm water BMPs for this project, of my responsibilities for project desion. Preparer Signature: --~7-;2 -µ~ I Date: 11/30/2021 Print preparer name: Aaron Albertson E-36 Page 3 of 3 Revised 10/21 GEOTECHNICAL MATERIALS SPECIAL INSPECTION MAR 2 4 2022 CITr OF CA~LSBAD PLANNING DIVISIO'.\J DVBE • SBE • SDVOSB • SLBE Mr. Tom Storer, Senior Project Manager Merlin Entertainment Group March 23, 2022 NOVA Project No. 2021170 c/o LEGOLAND California, LLC One Legoland Drive Carlsbad, California 92008 Subject: References: Dear Mr. Storer: Geotechnical Update Responses to Third-Party Geotechnical Review Comments LEGOLAND Project 2023 One Legoland Drive, Carlsbad, CA 92008 CDR Commercial Development Resources (2022), Grading and Improvement Plans, Project 2023, Legoland, California, Resubmittal #2, March 21. Hetherington Engineering, Inc. (2021 ), Third-Party Geotechnical Review (First), Legoland 2023, 1 Legoland Drive, Carlsbad, California, GR2021-0048/SDP2021-0020, Project No. 9568.1, Log No. 212727, December 21 . NOVA (2021), Geotechnical Investigation, SDP 2021-0020 LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA, 92008 NOVA Project No. 2021170, November 22. TLC Engineering Solutions (2021 ), Foundation Plans, Project 2023, Legoland, California, December 30. NOVA Services, Inc. (NOVA) prepared this geotechnical update to respond to third-party review comments from the Hetherington Engineering (2021) for the LEGOLAND Project 2023. NOVA is retained by LEGOLAND California, LLC as the geotechnical consultant of record for the project. The review comments and our responses are provided below. Comment 1: The Consultant should review the project grading, improvement, and foundation plans, provide any additional geotechnical analyses/recommendations considered necessary, and confirm that the plans have been prepared in accordance with the geotechnical recommendations. Response: NOVA reviewed the referenced grading and improvement plans (CDR Commercial Development Resources, 2022) and foundation plans (TLC Engineering Solutions, 2021 ). NOVA's review was limited to the geotechnical aspects of the plans . Based upon our review, it is NOVA's opinion that the plans have been prepared in accordance with the recommendations contained in the project geotechnical report (NOVA, 2021 ). 4373 Viewridge Avenue, Suite B San Diego, CA 92123 P: 858.292. 7575 www.usa-nova.com 944 Calle Amanecer, Suite F San Clemente, CA 92673 P: 949.388.7710 C Response to Third-Party Geotechnical Report Review LEGOLAND -Project 2023, Carlsbad, CA NOVA Project No. 2021170 March 23, 2022 Comment 2: The Consultant should provide an updated geotechnical map utilizing the current grading plan for the project to clearly show (at minimum): a) existing site topography, b) proposed structures/improvements, c) proposed finished grades, d) geologic conditions, e) locations of the subsurface exploration, f) temporary construction slopes, g) remedial grading, key locations, etc. Response: Plate 1 presents the updated geotechnical map. Comment 3: The Consultant should provide geologic cross-sections utilizing the current grading plan to clearly show (at minimum): a) existing topography, b) proposed structures/improvements, c) proposed finish grades, d) geologic contacts, e) geologic structure, f) locations of the subsurface exploration, g) temporary construction slopes, and h) remedial grading, etc. Response: Plate 2 presents the updated geologic cross-section. Comment 4: The Consultant should provide the Site Seismic Design Category and Risk Category. Response: According to the project structural engineer, the Seismic Design Category is D and the Risk Category is 11. Comment 5: The Consultant should provide minimum recommendations for the reinforcement of conventional continuous/spread footings. Response: Minimum two No. 5 bars at top and bottom is recommended. However, the project structural engineer should design the actual reinforcement of footings. Comment 6: The Consultant should provide a minimum recommendation for the diameter of CIDH piles. Response: Minimum 24-inch diameter is recommended. Comment 7: The Consultant should address impacts to adjacent property and improvements as a result of site grading and construction. Response: The adjacent property and improvements should not be impacted as a result of site grading and construction provided the recommendations contained in the project geotechnical report (NOVA, 2021) are followed. Comment 8: The Consultant should provide hardscape minimum thickness and reinforcement from a geotechnical standpoint. Response: Minimum thickness of 4 inches and reinforcement of No. 3 bars at 18 inches on center each way are recommended (see Section 7.4 of the project geotechnical report). Comment 9: The Consultant should specify the sulfate exposure category based on the soluble sulfate testing or default to a severe category. Response: Based on the soluble sulfate testing and in accordance with ACI 318, the sulfate exposure class is SO and the exposure severity is N/A. 2 Response to Third-Party Geotechnical Report Review LEGOLAND -Project 2023, Carlsbad, CA NOVA Project No. 2021170 March 23, 2022 Comment 1 O: The Consultant should provide a list of recommended testing and observation during grading and construction. Response: The following geotechnical observation and testing services during grading and earthwork construction are recommended: • Attend the grading preconstruction meeting • Observe shoring installation • Observe ground preparation prior to fill placement • Observe and map the geologic conditions exposed during grading • Observe placement and compaction of fill , backfill, and paving materials and perform field density testing • Perform laboratory tests on fill, backfill, and paving materials used • Observe foundation excavations to evaluate conformance with the project plans and geotechnical recommendations • Prepare daily field reports summarizing the day's activity with regard to earthwork • Prepare supplemental reports and letters as needed and a final report upon completion of the earthwork summarizing the results of our geotechnical observation and testing and our conclusions regarding conformance with the project plans and specifications If you have any questions, please call us at 858.292. 7575 x 406. Sincerely, NOVA Services, Inc. Tom Canady, PE Principal Engineer Attachments: Plate 1 -Subsurface Investigation Map Plate 2 -Geologic Cross-Section 3 Melissa Stayner, P Senior Engineering Geologist ' I -1s:,,, fj !'--./ t ~ -y r"\ -:·t '-j • [ i ' ..... ~~ '' \. } 'x-,_ ~ ~~ti. l'H".'Rfl W, :mz. ,i~lt" .,, ', r T ' · 1 ,a:, . t a·. 1'1.r Si ~~· I . . 'f i l ;;1 \ ·(i ); i \. • ! •. '! J • . .~ ~:-·~~4 . ·~ • J,. •(• •s~• ..;... ...I~ .. #,. .r -f'"v:.., , • -.-• .. \'. • k.·•1 ·r, • .... _;,,. ·: .--·. 'T'""_\\{·.1· ... _~. I I , \ ',, ii; t, '-~-=-" -. t --=-1·1 ',,: . .....:;:....:.: ~ ~- \ ,I~~ ~ \7~~~~-'[~ ... i ... :~ lrllJ!'!)._; . '""' . . . . '' =--<ll " ,.-:"'l " . , . .. . '•. ":-..,... ~-... ••. -• -.ff'S-:.. ., • "\. •• .. l • . • . . -:, .. "\ .• l • . ,. .. ·;: ... t . '\ .. \· ·v 'b"'· ·v ~ . ,· \ ...• :1: ... \ .• ·C. · 1 • I ~-• • ' • • • • • • • .. .,.., ., . ;:-__,.· . •·t J -~ ~~ .... ►ROPOSE0 TEMPORARY .~CONSTRUCTION SLOPE. -.::" ~-"'-,-{ ....a...,..J' -' , . ·, . •· ~ . . ~ ~ -.l -,--'-'--. u ·, • '"!',' i ~' ,,_ :-.. -~ .-.. ,.; . -~ . . ..... , .·.·.· ~ ., .. , • • ' ,. 1-.!~-~ --~ •........ c,; "· • I ,, .,. '/ ,,,. ,(I· 1 1 · .•, 'f/.'" j, ,,, , -.:...:........, . -·;:i ,t_: -rl .: ~ ·:c:i'"=- :;.,...c..J "7--~r ~< a"'il.!,S"f." -~-•,·j,·.~~-~~.:~··:~~ ,.. ...... ,. ~ ,, .. -;.·t-. : :~~: f· ~~ . . . . . . 1' .• \· . • . . 0 .. \ ... ·~ ... ~ ·s:~-a • ', ,.,.."'.. . ...:..-'4~-----=---~~,:~--~:.:;:~.~, : ? :: .... : ~~~~::~<- KEY TO SYMBOLS afu FILL Qop 8-2 8 A A' OLD PARA.UC DEPOSITS GEOTECHNICAL BORING L.......J GEOLOGIC CROSS-SECTION ,',.,' TEMPORARY CONSTRUCTION SLOPES/ REMEDIAL GRADING "NOTE: B-3 IS OFFSITE ANO IS NOT SHOWN ON MAP 0 ~ 20' ~ 40' ==S,fCTIOH • lo<onc""'"' NOVA, ..... _,_,.,... 4373 Viewridge Avenue, Suite B San O,ego, CA 92123 P: 858.292.7575 9" Calie Ama,,8C8f, Su,te F San Ci.tnente, CA 92673 P'. 9'9.388.n l0 www.usa-nova.com C"') N 0 N <t: I-z 0 a:: w ~ -, ::i 0 <t: a:: () D.. 6 C ~ z Cl) <( ...J ...J ~ 0 () (!) w ...J PROJECT NO. 2021170 DATE MARCH2022 DRAWN BY OTJ REVIEWED BY MS SCALE 1'=20' DRAWING TITLE. GEOTECHNICAL MAP PLATE NO. 1 OF2 • QEOUC>NCAL ........... __ ......,,.. KEY TO SYMBOLS NOVA 0¥9f:•9al•~--afu Fill 4373 VteWndge Avenue, Su=t• 8 Qop OLD PAAAllC DEPOSITS San O,-go, CA 92123 P. 858 292 7575 944 cane Ama.nec:.r. S1111• F B-2 San ci.menie, CA 92673 1 GEOTECHNICAL BORING P 949 388 n10 'PROJECTED www us.a-nova.com T0-31.5' f?J GEOLOGIC CONTACT, QUERIED WHERE UNCERTAIN ,',.,,' TEMPORARY CONSTRUCTION C"') SLOPES/ REMEDIAL GRADING ) N A A' 0 N . '--~ 200 200 I .... z 0 0::: 0 PROPOSED BUILDING w LL -, ...J 180 '--180 0 <( et: u / EXISTING TOPOGRAPHY /.PROPOSED GRADE ~ 6 FS:112'\ C <( B-2" co 8-1* FS:&182' z Cl) -160 ..... -""' I ,--J -160 5 ...J ' , 0::: ' , <( .,., ' FF.151.IT , ' , .,., 0 u , ' , 1---?--------?-....__'-__ .. , (,!) ? ........ ~ ----?------w 140 .... -140 ..J _,_ _,_ Qop TD-31.5' TD-211.5' Qop ') I I I I I I I I 120 120 PROJECT~O. 2021170 0 20 40 60 80 100 120 140 160 180 DATE. MARCH2022 DRAWN BY DTJ REVIEWED BY MS SCALE 1"=20' DRAWING TITLE GEOLOGIC CROSS-SECTION AA' 0 20' 40' ~ I I PLATE NO. 20F 2 "' GEOTECHNICAL INVESTIGATION SDP 2021-0020 LEGOLAND Project 2023 MAR ?-4 1012 0 L I d D . C I b d CA c,--v , , ...,fl,. ,L0!:)Au ne ego an nve, ar s a ' M:".>LA[\JNING DIVISION . -- ••• :::: lOfDNI . ···~ -::~ ::: NNOPM.Mll . --.............. L-------::~mn -------- Merlin Entertainment Group c/o LEGOLAND California, LLC One Legoland Drive Carlsbad, California 92008 NOVA Project No. 2021170 Revised November 22, 2021 4&\ ,., NOVA Services 4373 Viewridge Avenue Suite B San Diego, California 92123 858.292.7575 944 Calle Amanecer Suite F San Clemente, CA 92673 949.388.7710 www.usa-nova.com GEOT NICAL MATERIALS SPECIAL INSPECTION Mr. Tom Storer, Senior Project Manager Merlin Entertainment Group c/o LEGOLAND California, LLC One Legoland Drive Carlsbad, California 92008 Subject: Geotechnical Investigation SOP 2021-0020 LEGOLAND Project 2023 One Legoland Drive, Carlsbad, CA 92008 Dear Mr. Storer: DVBE • SBE • SDVOSB • SLBE Revised November 22, 2021 NOVA Project No. 2021170 NOVA Services, Inc. (NOVA) is pleased to present our report describing the geotechnical investigation performed for the new attraction proposed at LEGOLAND California. We conducted the geotechnical investigation in general conformance with the scope of work presented in our proposal dated July 28, 2021 as authorized on August 6, 2021. This site is considered geotechnically suitable for the proposed development provided the recommendations within this report are followed. NOVA appreciates the opportunity to be of service to LEGOLAND on this project. If you have any questions regarding this report, please do not hesitate to call us at 858.292.7575 x 413 . . Sincerely, NOVA Services, Inc. Tom Canady, PE Principal Engineer Allen Rekani, GIT Staff Geologist 4373 Viewridge Avenue, Suite B San Diego, CA 92123 P: 858.292.7575 www.usa-nova.com 944 Calle Amanecer, Suite F San Clemente, CA 92673 P: 949.388.7710 _ _, Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 GEOTECHNICAL INVESTIGATION SOP 2021-0020 LEGOLAND Project 2023 One Legoland Drive, Carlsbad, CA TABLE OF CONTENTS Revised November 22, 2021 1. INTRODUCTION ...................................................................................................... 1 2. SCOPE OF WORK .................................................................................................. 3 2.1. Field Investigation ........................................................................................................ 3 2.2. Laboratory Testing ....................................................................................................... 4 2.3. Analysis and Report Preparation ................................................................................. 4 3. SITE AND PROJECT DESCRIPTION ..................................................................... 5 3.1. Site Description ............................................................................................................ 5 3.2. Proposed Construction ................................................................................................ 5 4. GEOLOGY AND SUBSURFACE CONDITIONS ..................................................... 6 4.1. Site-Specific Geology .................................................................................................. 7 4.2. Groundwater and Perched Water ................................................................................ 7 5. GEOLOGIC HAZARDS ........................................................................................... 8 5.1. Faulting and Surface Rupture ...................................................................................... 8 5. 1. 1 Strong Ground Motion .................................................................................... 8 5.1.2 Faulting in the Site Vicinity ............................................................................. 8 5.2. Site Class ..................................................................................................................... 8 5.3. CBC Seismic Design Parameters ................................................................................ 9 5.4. Landslides and Slope Stability ................................................................................... 1 O 5.5. Liquefaction and Dynamic Settlement ....................................................................... 10 5.6. Flooding, Tsunamis, and Seiches .............................................................................. 10 5.7. Subsidence ................................................................................................................ 11 5.8. Hydro-Consolidation .................................................................................................. 11 6. CONCLUSIONS ..................................................................................................... 12 7. RECOMMENDATIONS .......................................................................................... 13 7.1. Earthwork ................................................................................................................... 13 C 0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 7. 1. 1 Site Preparation ............................................................................................ 13 7. 1.2 Remedial Grading -Building Pad ................................................................ 13 7. 1.3 Remedial Grading -Pedestrian Hardscape ................................................. 13 7. 1.4 Remedial Grading -Vehicular Pavements ................................................... 14 7.1.5 Remedial Grading-Site Walls and Retaining Walls .................................... 14 7. 1.6 Expansive Soil .............................................................................................. 14 7. 1. 7 Compacted Fill .............................................................................................. 14 7.1.8 Imported Soil ................................................................................................ 15 7. 1. 9 Subgrade Stabilization .................................................................................. 15 7. 1. 10 Excavation Characteristics ......................................................................... 15 7. 1. 11 Oversized Material ...................................................................................... 15 7.1.12 Temporary Excavations .............................................................................. 15 7.1.13 Temporary Shoring ..................................................................................... 16 7. 1. 14 Groundwater Seepage ............................................................................... 16 7.1.15 Slopes ......................................................................................................... 16 7. 1. 16 Surface Drainage ........................................................................................ 16 7. 1. 17 Grading Plan Review .................................................................................. 17 7 .2. Foundations ............................................................................................................... 17 7.2.1 Spread Footings ........................................................................................... 17 7.2.2 CIDH Piles .................................................................................................... 18 7.2.3 Settlement Characteristics ............................................................................ 18 7. 2.4 Foundation Plan Review ............................................................................... 18 7.2.5 Foundation Excavation Observations ........................................................... 18 7 .3. Interior Slabs-On-Grade ............................................................................................ 18 7 .4. Hardscape ................................................................................................................. 19 7.5. Conventional Retaining Walls .................................................................................... 19 7 .6. Pipelines .................................................................................................................... 21 7. 7. Corrosivity .................................................................................................................. 21 7.8. Pavement Section Recommendations ....................................................................... 21 8. CLOSURE .............................................................................................................. 23 9. REFERENCES ....................................................................................................... 24 ii Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 List of Plates Plate 1 Plate 2 Subsurface Investigation Map Geologic Cross Section AA' List of Appendices Appendix A Use of the Geotechnical Report Appendix B Boring Logs Appendix C Laboratory Testing List of Figures Figure 1-1. Site Vicinity Map Figure 1-2. Site Location Map Figure 2-1 . Locations of Borings Figure 4-1 . Regional Geology Map Figure 5-1 . Fault Map Figure 7-1 . Typical Conventional Retaining Wall Backdrain Details List of Tables Table 5-1. Table 7-1 . ASCE 7-16 Mapped Site Coefficients AC and PCC Pavement Sections, R Value = 16 iii Revised November 22, 2021 1. Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 INTRODUCTION This report presents the results of the geotechnical investigation NOVA performed for the new attraction proposed at LEGOLAND California. We understand the project will consist of design and construction of a new ride complex. The purpose of our work is to provide conclusions and recommendations regarding the geotechnical aspects of the project. Figure 1-1 presents a site vicinity map, and Figure 1-2 (following page) presents the site location. ,, y Q c.t- F-F a n M_,,,, olM_...'"9 -"'""" Gill ,, Gill Gill V"99,.Gnlt Iii COll<.o Figure 1-1. Site Vicinity Map .. H,lt..,G<INI V«.Mt.U Chlt>M Mo<llnv w L(GOUNO C1111omt1 -t • Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 Figure 1-2. Site Location Map 2 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 2. SCOPE OF WORK The scope of work provided during this investigation was generally as described in the proposal dated July 28, 2021. NOVA provided the following scope of work. 2.1. Field Investigation NOVA's field investigation consisted of a visual reconnaissance of the site and drilling three (3) geotechnical borings (B-1 through B-3) to depths between about 21½ and 31½ feet below the existing ground surface (bgs) using a track-mounted limited access drill rig equipped with a hollow stem auger. At the time of the investigation, there were two potential sites under consideration for the project. Since that time, the site location has been finalized. Borings B-1 and B-2 were drilled at the selected site, whereas boring B-3 was drilled about 300 feet to the north. Therefore, the findings of boring B-3 are largely ignored in the geotechnical discussion for the new attraction. Figure 2-1 presents the approximate locations of the borings. KEV TO SYMBOLS B-3 8 GEOTECHNICAL BORING Figure 2-1 . Locations of Current and Previous Borings A NOVA geologist logged the borings and collected samples of the materials encountered for laboratory testing. Relatively undisturbed samples were obtained using a modified California (CAL) sampler, a ring-lined split tube sampler with a 3-inch outer diameter and 2½-inch inner diameter. Standard Penetration Tests (SPT) were performed in the borings using a 2-inch outer 3 • C _, Geotechnlcal Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 diameter and 1 ¾-inch inner diameter split tube sampler. The CAL and SPT samplers were driven using an automatic hammer with a calibrated Energy Transfer Ratio {ETR) of about 74%. The number of blows needed to drive the sampler the final 12 inches of an 18-inch drive is noted on the logs. Sampler refusal was encountered when 50 blows were applied during any one of the three 6-inch intervals, a total of 100 blows was applied, or there was no discernible sampler advancement during the application of 10 successive blows. The field blow counts, N, were corrected to a standard hammer {cathead and rope) with a 60% ETR. The corrected blow counts are noted on the boring logs as N&o-Disturbed bulk samples were obtained from the SPT sampler and the drill cuttings. Logs of the borings are presented in Appendix B. Soils are classified according to the Unified Soil Classification System. 2.2. Laboratory Testing NOVA tested select samples to evaluate soil classification and engineering properties and develop geotechnical conclusions and recommendations. The laboratory tests consisted of particle-size distribution, Atterberg limits, expansion index, R-value, and corrosivity. The results of the laboratory tests and brief explanations of the test procedures are presented in Appendix C. 2.3. Analysis and Report Preparation The results of the field and laboratory testing were evaluated to develop conclusions and recommendations regarding the geotechnical aspects of the proposed construction. This report presents our findings, conclusions, and recommendations. 4 C O Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 3. SITE AND PROJECT DESCRIPTION 3.1. Site Description LEGOLAND California is located on a 128-acre lot at One Legoland Drive in the city of Carlsbad, California. The planned development is located on the western portion of the park (hereinafter 'the site'). The site of the new attraction is bounded on the west by LEGOLAND Drive, and on all other directions by other attractions. The site is currently occupied by the western extent of the Driving School track and landscaping areas. This area is currently flat with an elevation of approximately 162 feet msl, with a shallow 3-foot slope descending to LEGOLAND Drive. Review of historic aerial photography of the site vicinity indicates that from at least 1953, the date of the earliest available imagery, until 1999, the area was used for agricultural purposes. Park construction began in 1999 and was completed around 2002. The existing park structures have been in place since the park was opened. Review of historical topographic maps indicates that prior to construction of LEGOLAND, there was an approximately 20-foot deep natural drainage swale that extended in a north-south direction below the western portion of the site, with drainage falling toward the south. This subtle depression is part of the pre-existing canyon system that drained to the large east-west canyon just south of Palomar Airport Road. It appears that during the relatively recent grading for LEGOLAND this depression was filled, whereby creating the existing flat configuration of the park. This infilled depression appears to be the reason for the deep fills identified below the site, as discussed further in Section 4. 3.2. Proposed Construction Based on discussions with the design team and our review of provided plans, NOVA understands that the project will include demolition of the existing attraction and construction of the new ride. This ride will consist of a building structure with an at-grade level and a pit level, as well as a structurally separate mechanical system on a structural foundation that will be located within the pit level of the structure. Plate 1 following the text of the report indicates the proposed building configuration. Development will also include new pedestrian hardscape, utilities, and shade structures. 5 • Geotechnlcal Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 4. GEOLOGY AND SUBSURFACE CONDITIONS The site is located within the Peninsular Ranges Geomorphic Province of California, which stretches from the Los Angeles basin to the tip of Baja California in Mexico. This province is characterized as a series of northwest-trending mountain ranges separated by subparallel fault zones and a coastal plain of subdued landforms. The mountain ranges are underlain primarily by Mesozoic metamorphic rocks that were intruded by plutonic rocks of the southern California batholith, while the coastal plain is underlain by subsequently deposited marine and nonmarine sedimentary formations. The site is located within the coastal plain portion of the province, underlain by Quaternary Old Paralic Deposits, Units 2-4. Figure 4-1 presents the regional geology in the vicinity of the site. KEY TO SYMBOLS Qop•,u OlO PARALIC DEPOSITS, UNIT 2◄, UNDIVIDED VERY OLD PARALIC DEPOSITS, UNIT 13 SANTIAGO FORMATION OLD PARAUC DEPOSITS. UN IT 6-7. UNDIVIDED Figure 4-1. Regional Geology Map (Source: Kennedy and Tan 2007) 6 Qa Qls AlllNIAL FLOOD-PI.AIN DEPOSITS LANDSLIDE DEPOSITS. UNDIVIDED 4.1. Site-Specific Geology Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 NOVA's subsurface investigation indicates that the site is underlain by fill and Old Paralic Deposits to the maximum depth explored. Descriptions of the materials encountered in the borings are presented below. Plate 1 following the text of the report presents the site-specific geology, and Plate 2 presents a geologic cross-section below the new attraction. FIii (afu): The fill encountered in borings B-1 and B-2 extended to a depth of about 18 feet bgs. As encountered in the borings, the fill generally consisted of orange brown to dark brown, medium dense to dense silty sand and clayey sand. Quaternary Old Paralic Deposits (Qop2:4}: Beneath the fill, the site is underlain by Quaternary-aged old paralic deposits. As encountered in the borings, the old paralic deposits consisted of orange brown, moderately cemented, dense to very dense silty and clayey sandstone. 4.2. Groundwater and Perched Water Neither groundwater nor perched water were encountered in the borings. The permanent groundwater table is not expected to be a constraint to development. As presented on Plate 2, grading and construction operations for the pit level will be taking place near the contact of the fill and the Old Paralic Deposits. It is not uncommon for nuisance water to perch above the fill/formational contact. These seeps can be difficult to predict, and recommendations for mitigation can be provided during construction if necessary. 7 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 5. GEOLOGIC HAZARDS 5.1. Faulting and Surface Rupture 5. 1. 1 Strong Ground Motion The site is located in a seismically active area, as is the majority of southern California, and the potential for strong ground motion is considered significant during the design life of the proposed structure. Major known active faults in the region consist generally of en echelon, northwest striking, right-lateral, strike-slip faults. These include the San Andreas, Elsinore, and San Jacinto faults located northeast of the site, and the San Clemente, San Diego Trough, and Agua Blanca- Coronado Bank faults located to the west of the site. The fault zone with the most potential for strong ground motion in Carlsbad is the major north and northwest striking Newport-Inglewood- Rose Canyon Fault Zone (NIRC). This fault zone is estimated to be able to generate earthquakes of MW= 6.9. The seismicity of the site was evaluated utilizing a web-based analytical tool provided by the Structural Engineers Association of California (SEAOC). This evaluation shows the site-adjusted Peak Ground Acceleration (PGAM) is 0.564g. 5. 1. 2 Faulting in the Site Vicinity Earthquake Fault Zones (formerly known as special study zones) have been established along known active faults in California in accordance with the Alquist-Priolo Earthquake Fault Zoning Act. The site is not located in an Alquist-Priolo Earthquake Fault Zone. No active surface faults are mapped across the site. The nearest mapped active fault is offshore about 4.9 miles to the southwest, within the Oceanside section of the NIRC fault zone. Due to the lack of active faulting, the probability of fault rupture at this site is considered very low. Figure 5-1 (following page) presents faulting in the site vicinity. 5.2. Site Class Site Class is determined by the weighted average of shear-wave velocity of the upper 100 feet of the soils/rock underlying a site. Standard penetration resistances (N-values) may be used to determine site class. Rock displaying blow counts higher than 50 blows per foot are considered Site Class C. The blow counts NOVA encountered within the Old Paralic Deposits, approximately 18 feet below ground surface, were observed to be between 50 and 100 blows per foot to the maximum depth encountered. Based on regional geologic mapping and NOVA's extensive experience with geotechnical exploration in this area of Carlsbad, this site is known to be underlain at depth by Tertiary-aged Santiago Formation, recognized to be very dense with high blowcounts. Therefore, the site is considered to be Site Class C per ASCE 7-16 (Table 20.3-1 ). 8 KEY TO SYMBOLS Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 ACTIVE WITHIN 150 YEARS ACTIVE <15,000 YEARS LATE QUATERNARY <130,000 YEARS UNDIFFERENTIATED QUATERNARY <1.6 MILLION YEARS Revised November 22, 2021 Figure 5-1. Fault Map 5.3. CBC Seismic Design Parameters A geologic hazard likely to affect the project is ground shaking caused by movement along an active fault in the vicinity of the subject site. The site coefficients and maximum considered earthquake (MCER) spectral response acceleration parameters in accordance with the 2019 CBC and ASCE 7-16 are presented in Table 5-1 (following page). 9 ~-.' Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 Table 5-1. 2019 CBC and ASCE 7-16 Seismic Design Parameters Site Coordinates Latitude: 33.12725592° Longitude: -117 .31424133° Site Coefficients and Spectral Response Acceleration Parameters Value Site Class C Site Coefficients, Fa 1.2 Site Coefficients, Fv 1.5 Mapped Spectral Response Acceleration at Short Period, Ss 1.066g Mapped Spectral Response Acceleration at 1-Second Period, S1 0.385g Mapped Design Spectral Acceleration at Short Period, Sos 0.853g Design Spectral Acceleration at 1-Second Period, S01 0.385g Site Peak Ground Acceleration, PG.AM 0.564g 5.4. Landslides and Slope Stability Evidence of landslides, deep-seated landslides, or slope instabilities were not observed at the time of the field investigation. Additionally, there are no mapped landslides in the vicinity of the project site. Due to the flat-lying geologic structure underlying the site, the potential for landslides or slope instabilities to occur at the site is considered very low. 5.5. Liquefaction and Dynamic Settlement Liquefaction occurs when loose, saturated, generally fine sands and silts are subjected to strong ground shaking. The soils lose shear strength and become liquid, resulting in large total and differential ground surface settlements, as well as possible lateral spreading during an earthquake. Due to the lack of shallow groundwater and the relatively dense nature of the materials beneath the site, the potential for liquefaction and dynamic settlement is considered low. 5.6. Flooding, Tsunamis, and Seiches The site is mapped within an area of minimal flood hazard (FEMA, 2019). The site is not located within a mapped inundation area on the State of California Tsunami Inundation Maps (Cal EMA, 2009); therefore, damage due to tsunamis is considered negligible. Seiches are periodic oscillations in large bodies of water such as lakes, harbors, bays, or reservoirs. The site is not located adjacent to any lakes or confined bodies of water; therefore, the potential for a seiche to affect the site is considered negligible. 10 C- 5.7. Subsidence 0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 The site is not located in an area of known subsidence associated with fluid withdrawal (groundwater or petroleum); therefore, the potential for subsidence due to the extraction of fluids is considered negligible. 5.8. Hydro-Consolidation Hydro-consolidation can occur in recently deposited sediments (less than 10,000 years old) that were deposited in a semi-arid environment. Examples of such sediments are eolian sands, alluvial fan deposits, and mudflow sediments deposited during flash floods. The pore spaces between the particle grains can re-adjust when inundated by groundwater, causing the material to consolidate. The fill materials may be considered susceptible to hydro-consolidation. The potential for hydro-consolidation can be reduced by over-excavation and recompaction of these susceptible materials. Remedial grading recommendations are provided in subsequent sections of this report. The relatively dense materials underlying the site are not considered susceptible to hydro- consolidation. 11 .. Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 6. CONCLUSIONS Based on the results of our investigation, we consider the proposed construction feasible from a geotechnical standpoint provided the recommendations contained in this report are followed. Geotechnical conditions exist that should be addressed prior to construction. Geotechnical design and construction considerations include the following. • There are no known active faults underlying the site. The primary seismic hazard at the site is the potential for moderate to severe ground shaking in response to large-magnitude earthquakes generated during the lifetime of the proposed construction. The risk of strong ground motion is common to all construction in southern California and is typically mitigated through building design in accordance with the CBC. While strong ground motion could affect the site, the risk of liquefaction is considered negligible. • The site is underlain by fill and Quaternary-aged old paralic deposits. The old paralic deposits are considered suitable for support of structural or fill loads. The upper fill is potentially compressible and unsuitable for support of structural or fill loads and should be removed. Recommendations for remedial grading are provided in this report. • Based on our laboratory testing, the on-site silty sand and clayey sand have a very low expansion potential. These soils are suitable for reuse as compacted fill. Any on-site clays, if encountered, are not suitable for direct support of buildings or heave-sensitive improvements. Recommendations for expansive soils are provided herein. • In general, excavations should be achievable using standard heavy earthmoving equipment in good working order with experienced operators. • The proposed structure can be supported on shallow spread footings with bottom levels bearing entirely on compacted fill. Recommendations for foundations are provided herein. • Groundwater was not encountered in the borings. The groundwater table is expected to be below a depth that will influence the planned construction. However, groundwater levels may fluctuate in the future due to rainfall, irrigation, broken pipes, or changes in site drainage. Because groundwater rise or seepage is difficult to predict, such conditions are typically mitigated if and when they occur. 12 C 0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 7. RECOMMENDATIONS The remainder of this report presents recommendations regarding earthwork construction as well as preliminary geotechnical recommendations for the design of the proposed improvements. These recommendations are based on empirical and analytical methods typical of the standard of practice in southern California. If these recommendations appear not to address a specific feature of the project, please contact our office for additions or revisions to the recommendations. The recommendations presented herein may need to be updated once final plans are developed. 7.1. Earthwork Grading and earthwork should be conducted in accordance with the CBC and the recommendations of this report. The following recommendations are provided regarding specific aspects of the proposed earthwork construction. These recommendations should be considered subject to revision based on field conditions observed by our offices during grading. 7. 1. 1 Site Preparation Site preparation should begin with the removal of existing improvements, vegetation, and debris. Subsurface improvements that are to be abandoned should be removed, and the resulting excavations should be backfilled and compacted in accordance with the recommendations of this report. Pipeline abandonment can consist of capping or rerouting at the project perimeter and removal within the project perimeter. If appropriate, abandoned pipelines can be filled with grout or slurry as recommended by and observed by the geotechnical consultant. 7. 1. 2 Remedial Grading -Building Pad Beneath the pit, the existing fill should be excavated to expose competent old paralic deposits. Additionally, old paralic deposits within 2 feet of the deepest pit level bottom of footing elevation should be over-excavated and replaced with compacted fill to provide a relatively uniform thickness of compacted fill beneath the entire pit and reduce the potential for differential settlement. Beneath the at-grade portion of the structure, the existing fill should be excavated to a depth of at least 5 feet below the deepest bottom of footing elevation. Horizontally, excavations should extend at least 2 feet outside the planned perimeter foundations or up to existing improvements, whichever is less. NOVA should observe the conditions exposed in the bottom of excavations to evaluate whether additional excavation is recommended. The resulting excavation should then be filled to the finished pit or pad subgrade elevation with compacted fill having an expansion index of 50 or less. 7. 1.3 Remedial Grading -Pedestrian Hardscape Beneath proposed hardscape areas, the on-site soils should be excavated to a depth of at least 2 feet below planned subgrade elevation. Horizontally, excavations should extend at least 2 feet outside the planned hardscape or up to existing improvements, whichever is less. If competent formational materials are exposed, excavation need not be performed. NOVA should observe the conditions exposed at the bottom of excavations to evaluate whether additional excavation is 13 • --Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 recommended. The resulting surface should then be scarified to a depth of 6 to 8 inches, moisture conditioned to near optimum moisture content, and compacted to at least 90% relative compaction. If competent formational materials are exposed, scarification and recompaction need not be performed. The excavation should be filled with compacted fill having an expansion index of 50 or less. 7. 1. 4 Remedial Grading -Vehicular Pavements Beneath proposed vehicular pavement areas, the existing soils should be excavated to a depth of at least 1 foot below planned subgrade elevation. Horizontally, excavations should extend at least 2 feet outside the planned pavement or up to existing improvements, whichever is less. NOVA should observe the conditions exposed in the bottom of excavations to evaluate whether additional excavation is recommended. The resulting surface should then be scarified to a depth of 6 to 8 inches, moisture conditioned to near optimum moisture content, and compacted to at least 90% relative compaction. If competent formational materials are exposed, scarification and recompaction need not be performed. The excavation should be filled with material suitable for reuse as compacted fill. 7. 1. 5 Remedial Grading -Site Walls and Retaining Walls Beneath proposed site walls and retaining walls not connected to buildings, the existing fill should be excavated to a depth of at least 2 feet below bottom of footing. Horizontally, the excavations should extend at least 2 feet outside the planned hardscape, wall footing, or up to existing improvements, whichever is less. If competent formational materials are exposed, excavation need not be performed. NOVA should observe the conditions exposed at the bottom of excavations to evaluate whether additional excavation is recommended. Any required fill should have an expansion index of 50 or less. 7. 1. 6 Expansive Soil The on-site soils tested have expansion indices of O and 2, classified as very low expansion potential. To reduce the potential for expansive heave, the top 2 feet of material beneath building footings, concrete slabs-on-grade, hardscape, and site and retaining wall footings should have an expansion index of 50 or less. Horizontally, the soils having an expansion index of 50 or less should extend at least 5 feet outside the planned perimeter building foundations, at least 2 feet outside hardscape and site/retaining wall footings, or up to existing improvements, whichever is less. We expect that most of the on-site silty sand and clayey sand will meet the expansion index criteria. 7. 1. 7 Compacted Fill Fill and backfill beneath the structure should be placed in 6-to 8-inch-thick loose lifts, moisture conditioned to near optimum moisture content, and compacted to at least 95% relative compaction. The maximum density and optimum moisture content for the evaluation of relative compaction should be determined in accordance with ASTM D1557. Outside the structures, utility trench backfill and subgrade soils beneath pedestrian hardscape should be compacted to at least 14 • NOVA I""'\ ·.,_,; Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 90% relative compaction. The top 12 inches of subgrade soils beneath vehicular pavements should be compacted to at least 95% relative compaction. 7.1.8 Imported Soil Imported soil should consist of predominately granular soil, free of organic matter and rocks greater than 6 inches. Imported soil should be observed and, if appropriate, tested by NOVA prior to transport to the site to evaluate suitability for the intended use. 7. 1. 9 Subgrade Stabilization Excavation bottoms should be firm and unyielding prior to placing fill. In areas of saturated or yielding subgrade, a reinforcing geogrid such as Tensar® Triax® TX-5 or equivalent can be placed on the excavation bottom, and then at least 12 inches of aggregate base placed and compacted. Once the surface of the aggregate base is firm enough to achieve compaction, then the remaining excavation should be filled to finished pad grade with suitable material. 7. 1. 10 Excavation Characteristics It is anticipated that excavations can be achieved with conventional earthwork equipment in good working order. Difficult excavation should be anticipated in cemented zones within the very old paralic deposits. Gravel, cobbles, and potentially boulders should also be anticipated. 7. 1. 11 Oversized Material Excavations may generate oversized material. Oversized material is defined as rocks or cemented clasts greater than 6 inches in largest dimension. Oversized material should be broken down to no greater than 6 inches in largest dimension for use in fill, use as landscape material, or disposed of off-site. 7.1.12 Temporary Excavations Temporary excavations 3 feet deep or less can be made vertically. Deeper temporary excavations in fill should be laid back no steeper than 1: 1 (horizontal:vertical). Deeper temporary excavations in very old paralic deposits should be laid back no steeper than ¾: 1 (h:v). The faces of temporary slopes should be inspected daily by the contractor's Competent Person before personnel are allowed to enter the excavation. Any zones of potential instability, sloughing, or raveling should be brought to the attention of the engineer and corrective action implemented before personnel begin working in the excavation. Excavated soils should not be stockpiled behind temporary excavations within a distance equal to the depth of the excavation. NOVA should be notified if other surcharge loads are anticipated so that lateral load criteria can be developed for the specific situation. If temporary slopes are to be maintained during the rainy season, berms are recommended along the tops of slopes to prevent runoff water from entering the excavation and eroding the slope faces. Slopes steeper than those described above will require shoring. Additionally, temporary excavations that extend below a plane inclined at 1 ½: 1 (h:v) downward from the outside bottom edge of existing structures or improvements will require shoring. Soldier piles and lagging, 15 · · ,,., Geotechnlcal Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 internally braced shoring, or trench boxes could be used. If trench boxes are used, the soil immediately adjacent to the trench box is not directly supported. Ground surface deformations immediately adjacent to the pit or trench could be greater where trench boxes are used compared to other methods of shoring. 7. 1. 13 Temporary Shoring For design of cantilevered shoring with level backfill, an active earth pressure equal to a fluid weighing 35 pounds per cubic foot (pcf) can be used. An additional 20 pcf should be added for 2:1 (h:v) sloping ground. The surcharge loads on shoring from traffic and construction equipment working adjacent to the excavation can be modeled by assuming an additional 2 feet of soil behind the shoring. For design of soldier piles, an allowable passive pressure of 350 pounds per square foot (psf) per foot of embedment can be used, over two times the pile diameter up to a maximum of 5,000 psf. Soldier piles should be spaced at least three pile diameters, center to center. Continuous lagging will be required throughout. The soldier piles should be designed for the full anticipated lateral pressure; however, the pressure on the lagging will be less due to arching in the soils. For design of lagging, the earth pressure can be limited to a maximum of 400 psf. 7. 1. 14 Groundwater Seepage Seepage from perched groundwater may occur locally in excavations due to conditions not observed during our investigation. If dewatering is necessary, the dewatering method should be evaluated and implemented by an experienced dewatering subcontractor. 7.1.15 Slopes Permanent slopes should be constructed no steeper than 2: 1 (h:v). Faces of fill slopes should be compacted either by rolling with a sheepsfoot roller or other suitable equipment, or by overfilling and cutting back to design grade. Fills should be benched into sloping ground inclined steeper than 5:1 (h:v). In our opinion, slopes constructed no steeper than 2:1 (h:v) will possess an adequate factor of safety. An engineering geologist should observe cut slopes during grading to ascertain that no unforeseen adverse geologic conditions are encountered that require revised recommendations. Slopes are susceptible to surficial slope failure and erosion. Water should not be allowed to flow over the top of slope. Additionally, slopes should be planted with vegetation that will reduce the potential for erosion. 7. 1. 16 Surface Drainage Final surface grades around structures should be designed to collect and direct surface water away from structures, including retaining walls, and toward appropriate drainage facilities. The ground around the structure should be graded so that surface water flows rapidly away from the structure without ponding. In general, we recommend that the ground adjacent to the structure slope away at a gradient of at least 2%. Densely vegetated areas where runoff can be impaired should have a minimum gradient of at least 5% within the first 5 feet from the structure. Roof gutters with downspouts that discharge directly into a closed drainage system are recommended on structures. Drainage patterns established at the time of fine grading should be maintained 16 C-0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 throughout the life of the proposed structures. Site irrigation should be limited to the minimum necessary to sustain landscape growth. Should excessive irrigation, impaired drainage, or unusually high rainfall occur, saturated zones of perched groundwater can develop. 7. 1. 17 Grading Plan Review NOVA should review the grading plans and earthwork specifications to ascertain whether the intent of the recommendations contained in this report have been implemented, and that no revised recommendations are needed due to changes in the development scheme. 7 .2. Foundations The foundation recommendations provided herein are considered generally consistent with methods typically used in southern California. Other alternatives may be available. Our recommendations are only minimum criteria based on geotechnical factors and should not be considered a structural design, or to preclude more restrictive criteria of governing agencies or by the structural engineer. The design of the foundation system should be performed by the project structural engineer, incorporating the geotechnical parameters described herein and the requirements of applicable building codes. The proposed structure can be supported on shallow spread footings with bottom levels bearing entirely on compacted fill. Site walls and retaining walls not connected to buildings can be supported on spread footings with bottom levels bearing on compacted fill. Shade structures, covered walkways, and other pole-type structures can be supported on cast-in-drilled hole (CIDH) concrete piles. 7.2.1 Spread Footings Footings should extend at least 24 inches below lowest adjacent finished grade. A minimum width of 12 inches is recommended for continuous footings and 24 inches for isolated or wall footings. An allowable bearing capacity of 2,500 psf can be used for footings supported on compacted fill. The allowable bearing capacity can be increased by 500 psf for each foot of depth below the minimum and 250 psf for each foot of width beyond the minimum up to a maximum of 5,000 psf. The bearing value can be increased by ½ when considering the total of all loads, including wind or seismic forces. Footings located adjacent to or within slopes should be extended to a depth such that a minimum horizontal distance of 10 feet exists between the lower outside footing edge and the face of the slope. Lateral loads will be resisted by friction between the bottoms of footings and passive pressure on the faces of footings and other structural elements below grade. An allowable coefficient of friction of 0.35 can be used. An allowable passive pressure of 350 psf per foot of depth below the ground surface can be used for level ground conditions. The allowable passive pressure should be reduced for sloping ground conditions. The passive pressure can be increased by ½ when considering the total of all loads, including wind or seismic forces. The upper 1 foot of soil should not be relied on for passive support unless the ground is covered with pavements or slabs. 17 7.2.2 CIDH Piles "''" Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 CIDH piles should be spaced at least three pile diameters, center to center, and be embedded in compacted fill and/or formational materials. The axial downward capacity of piles can be obtained from skin friction and end bearing. An allowable downward skin friction of 300 psf and an allowable end bearing of 5,000 psf can be used. If end bearing is used, the bottom of drilled holes should be cleaned of loose soil prior to placing concrete. The axial uplift capacity of piles can be obtained from skin friction and the weight of the pile. An allowable uplift skin friction of 100 psf can be used. Lateral loads can be resisted by passive pressure on the piles. An allowable passive pressure of 350 psf per foot of embedment acting on twice the pile diameter up to a maximum of 5,000 psf can be used, based on a lateral deflection up to %-inch at the ground surface and level ground conditions. The uplift and passive pressure values can be increased by ½ when considering the total of all loads, including wind or seismic forces. The upper 1 foot of soil should not be relied on for passive support unless the ground is covered with pavements or slabs. 7.2.3 Settlement Characteristics Total foundation settlements are estimated to be less than 1-inch. Differential settlements between adjacent columns and across continuous footings are estimated to be less than %-inch over a distance of 40 feet. Settlements should be completed shortly after structural loads are applied. 7. 2.4 Foundation Plan Review NOVA should review the foundation plans to ascertain that the intent of the recommendations in this report has been implemented and that revised recommendations are not necessary as a result of changes after this report was completed. 7.2.5 Foundation Excavation Observations A representative from NOVA should observe the foundation excavations prior to forming or placing reinforcing steel. 7 .3. Interior Slabs-On-Grade Interior concrete slabs-on-grade should be underlain by at least 2 feet of material with an expansion index of 50 or less. We recommend that conventional concrete slabs-on-grade floors be at least 5 inches thick and reinforced with at least No. 4 bars at 18 inches on center each way. To reduce the potential for excessive cracking, concrete slabs-on-grade should be provided with construction or 'weakened plane' joints at frequent intervals. The project structural engineer should design on-grade building slabs and joint spacing. Moisture protection should be installed beneath slabs where moisture-sensitive floor coverings will be used. The project architect should review the tolerable moisture transmission rate of the proposed floor covering and specify an appropriate moisture protection system. Typically, a plastic vapor barrier is used. Minimum 15-mil plastic is recommended. The plastic should comply 18 C 0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 with ASTM E1745. The vapor barrier installation should comply with ASTM E1643. The slab can be placed directly on the vapor barrier. 7 .4. Hardscape Hardscape should be underlain by at least 2 feet of material with an expansion index of 50 or less. Exterior slabs should be at least 4 inches in thickness and reinforced with at least No. 3 bars at 18 inches on center each way. Slabs should be provided with weakened plane joints. Joints should be placed in accordance with the American Concrete Institute {ACI) guidelines. The project architect should select the final joint patterns. A 1-inch maximum size aggregate mix is recommended for concrete for exterior slabs. The corrosion potential of on-site soils with respect to reinforced concrete will need to be taken into account in concrete mix design. Coarse and fine aggregate in concrete should conform to the "Greenbook" Standard Specifications for Public Works Construction. 7.5. Conventional Retaining Walls Conventional retaining walls can be supported on spread footings. The recommendations for spread footings provided in the foundation section of this report are also applicable to conventional retaining walls. The active earth pressure for the design of unrestrained retaining walls with level backfill can be taken as equivalent to the pressure of a fluid weighing 35 pcf. The at-rest earth pressure for the design of restrained retaining wall with level backfill can be taken as equivalent to the pressure of a fluid weighing 55 pcf. These values assume a granular and drained backfill condition. Higher lateral earth pressures would apply if walls retain clay soils. An additional 20 pcf should be added to these values for walls with 2:1 {h:v) sloping backfill. An increase in earth pressure equivalent to an additional 2 feet of retained soil can be used to account for surcharge loads from light traffic. The above values do not include a factor of safety. Appropriate factors of safety should be incorporated into the design. If any other surcharge loads are anticipated, NOVA should be contacted for the necessary increase in soil pressure. If required, the seismic earth pressure can be taken as equivalent to the pressure of a fluid pressure weighing 20 pcf. This value is for level backfill and does not include a factor of safety. Appropriate factors of safety should be incorporated into the design. This pressure is in addition to the un-factored, active earth pressure. The total equivalent fluid pressure can be modeled as a triangular pressure distribution with the resultant acting at a height of H/3 up from the base of the wall, where H is the retained height of the wall. The passive pressure and bearing capacity can be increased by ½ in determining the seismic stability of the wall. Retaining walls should be provided with a backdrain to reduce the accumulation of hydrostatic pressure or be designed to resist hydrostatic pressure. Backdrains can consist of a 12-inch-wide zone of ¾-inch crushed rock. The crushed rock should be separated from the adjacent soils using a non-woven filter fabric, such as Mirafi 140N or equivalent. A perforated pipe should be installed at the base of the backdrain and sloped to discharge to a suitable storm drain facility, or weep holes should be provided. As an alternative, a geocomposite drainage system such as Miradrain 19 _,,. Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 6000 or equivalent placed behind the wall and connected to a suitable storm drain facility can be used. The project architect should provide dampproofing/waterproofing specifications and details. Figure 7-1 presents typical conventional retaining wall backdrain details. Note that the guidance provided on Figure 7-1 is conceptual. Other options are available. Wall backfill should consist of granular, free-draining material having an expansion index of 20 or less. The backfill zone is defined by a 1 :1 plane projected upward from the heel of the wall. Expansive or clayey soil should not be used. Additionally, backfill within 3 feet from the back of the wall should not contain rocks greater than 3 inches in dimension. Backfill should be compacted to at least 90% relative compaction. Backfill should not be placed until walls have achieved adequate structural strength. Compaction of wall backfill will be necessary to minimize settlement of the backfill and overlying settlement-sensitive improvements. However, some settlement should still be anticipated. Provisions should be made for some settlement of concrete slabs and pavements supported on backfill. Additionally, any utilities supported on backfill should be designed to tolerate differential settlement. RETAINING WALL FINISHED GRADE CONCRETE BROWDITCH GROUND SURFACE L-------FILTER FABRIC ENVELOPE (MIRAFI 140N OR APPROVED 12" EQUIVALENT) 3/4" CRUSHED ROCK (1 CU.FT./FT.) FILTER FABRIC ENVELOPE MIRAFI 140N OR EQUIVALENT 4" DIA. SCHEDULE 40 PERFORATED PVC PIPE OR TOTAL DRAIN ,,"--/>-'.%'-. ,-.:::;:./'f./~ EXTENDED TO APPROVED OUTLET COMPETENT BEDROCK OR MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT Figure 7-1. Typical Conventional Retaining Wall Backdrain Details 20 7 .6. Pipelines 0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 For level ground conditions, a passive earth pressure of 350 psf per foot of depth below the lowest adjacent final grade can be used to compute allowable thrust block resistance. A value of 150 psf per foot should be used below groundwater level, if encountered. A modulus of soil reaction {E') of 1,500 psi can be used to evaluate the deflection of buried flexible pipelines. This value assumes that granular bedding material is placed adjacent to the pipe and is compacted to at least 90% relative compaction. Pipe bedding as specified in the "Greenbook· Standard Specifications for Public Works Construction can be used. Bedding material should consist of clean sand having a sand equivalent not less than 20 and should extend to at least 12 inches above the top of pipe. Alternative materials meeting the intent of the bedding specifications are also acceptable. Samples of materials proposed for use as bedding should be provided to the engineer for inspection and testing before the material is imported for use on the project. The on-site materials are not expected to meet "Greenbook" bedding specifications. The pipe bedding material should be placed over the full width of the trench. After placement of the pipe, the bedding should be brought up uniformly on both sides of the pipe to reduce the potential for unbalanced loads. No voids or uncompacted areas should be left beneath the pipe haunches. Ponding or jetting the pipe bedding should not be allowed. Where pipeline inclinations exceed 15%, cutoff walls are recommended in trench excavations. Additionally, we do not recommend that open graded rock be used for pipe bedding or backfill because of the potential for piping erosion. The recommended bedding is clean sand having a sand equivalent not less than 20 or 2-sack sand/cement slurry. If sand/cement slurry is used for pipe bedding to at least 1 foot over the top of the pipe, cutoff walls are not considered necessary. The need for cutoff walls should be further evaluated by the project civil engineer designing the pipeline. 7. 7. Corrosivity Representative samples of the on-site soils were tested to evaluate corrosion potential. The test results are presented in Appendix B. The project design engineer can use the sulfate results in conjunction with ACI 318 to specify the water/cement ratio, compressive strength, and cementitious material types for concrete exposed to soil. A corrosion engineer should be contacted to provide specific corrosion control recommendations. 7.8. Pavement Section Recommendations The pavement support characteristics of the soils encountered during NOVA's investigation are considered low to medium. An R-value of 16 was assumed for design of preliminary pavement sections. The actual R-value of the subgrade soils should be determined after grading, and the final pavement sections should be provided. Based on an R-value of 16, the following preliminary pavement structural sections are provided for the assumed T raffle Indexes on Table 7-1 {following page). 21 • '-~ Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 Table 7-1. AC and PCC Pavement Sections, R Value = 16 Traffic Type Parking Stalls Driveways Fire Lanes AC: Asphalt Concrete AB: Aggregate Base I ! Traffic Index I 4.5 6.0 7.5 PCC: Portland Cement Concrete Asphalt Concrete ! Portland Cement Concrete ' (inches) I (inches) 3AC/6AB 6 PCC/6AB 4AC/9AB 7PCC/6AB SAC/ 12AB 7½PCC/6AB Subgrade preparation should be performed immediately prior to placement of the pavement section. The upper 12 inches of subgrade should be scarified, moisture conditioned to near optimum moisture content, and compacted to at least 95% relative compaction. All soft or yielding areas should be stabilized or removed and replaced with compacted fill or aggregate base. Aggregate base and asphalt concrete should conform to the Caltrans Standard Specifications or the "Greenbookn and should be compacted to at least 95% relative compaction. Aggregate base should have an R-value of not less than 78. All materials and methods of construction should conform to good engineering practices and the minimum local standards. 22 C 0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 8. CLOSURE NOVA should review project plans and specifications prior to bidding and construction to check that the intent of the recommendations in this report has been incorporated. Observations and tests should be performed during construction. If the conditions encountered during construction differ from those anticipated based on the subsurface exploration program, the presence of personnel from our offices during construction will enable an evaluation of the exposed conditions and modifications of the recommendations in this report or development of additional recommendations in a timely manner. NOVA should be advised of changes in the project scope so that the recommendations contained in this report can be evaluated with respect to the revised plans. Changes in recommendations will be verified in writing. The findings in this report are valid as of the date of this report. Changes in the condition of the site can, however, occur with the passage of time, whether they are due to natural processes or work on this or adjacent areas. In addition, changes in the standards of practice and government regulations can occur. Thus, the findings in this report may be invalidated wholly or in part by changes beyond our control. This report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations to site conditions at that time. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the boring locations and that our data, interpretations, and recommendations are based solely on the information obtained by us. We will be responsible for those data, interpretations, and recommendations, but shall not be responsible for interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty whatsoever, express or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. 23 • .. ,_; Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 9. REFERENCES American Concrete Institute, 2014, Building Code Requirements for Structural Concrete (ACI 318- 14) and Commentary, dated September. California Emergency Management Agency (Cal EMA), California Geological Survey, University of Southern California, 2009, Tsunami Inundation Map for Emergency Planning, San Luis Rey Quadrangle, dated June 1. California Department of Transportation (Caltrans), 2018, Standard Specifications. Federal Emergency Management Agency, 2019, FIRM Flood Insurance Rate Map, San Diego County, Firm Panel 06073C0764H, https://msc.fema.gov/portal/search, accessed in September. International Code Council, 2018, 2019 California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2, Based on the 2018 International Building Code, Effective January 1, 2020. Historic Aerials Website, https://www.historicaerials.com/, accessed September 2021. Kennedy, M.P. and Tan, S.S., 2008, Geologic Map of the Oceanside 30' x 60' Quadrangle, California, California Geological Survey, Scale 1:100,000. Public Works Standards, Inc., 2018, "Greenbook" Standard Specifications for Public Works Construction, 2018 Edition. Specht, 2021, Site Plan and Building Section, Project 2023, LEGOLAND, California, September. Structural Engineers Association of California (SEAOC), 2021, OSHPD Seismic Design Maps: found at https://seismicmaps.org. United States Geological Survey (USGS), 2020, USGS Geologic Hazards Science Center, U.S. Quaternary Faults, accessed September. USGS Historical Topographic Map Explorer, https://livingatlas.arcgis.com/topoexplorer/index.html, accessed September 2021. 24 C 0 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 PLATES ~ 1 ~~ KEY TO SYMBOLS afu Qop B-2 8 A A' L--J Fill OU) PIJW.IC DEPOSITS GEOTECHNICAL BORING GEOI.OGIC CAOSS-SECTION "NOTE: B-3 IS OFFSITE AND IS NOT SHOWN ON MAP [/ ~• xl ..... _...,.. --. .,,.._-.-:;_.;;_;;; __ ,._------- ~ (',, .;. .......... - I .lit • MF--9 ~ I TIIEMEO / FENCUGATf / UIC A8 I ,-J' .~, -it,. I ~,~ I 'o ,,.,__ ~;,,;;: I .._ I I HIWWAlK~l- ,ll;ClSSelE~DI ~ (/ D, ~~ 0 20' ~ ~ Specht 53:eMOllt ~ Al.. St..-A -.TX717SI ltl:~12)312-"'38 ( ,q ~ Sill Plan A-001 "EXISTING ELEVATION INFORMATION FROM TOPOGRAPHIC SURVEY BY COR. SEPTEMBER 2021. a 1=-NOV A, _____ ,... 4373 V419Wndge Avenvit. S4Jlle 8 San Ooego CA 92123 P ass 292. ,s ,s 9A' Calli Amanecar Sule F San Oement• CA 92673 P 9'938a.n10 ,,,_ uu.nova ~ -- ("') N 0 N ~ I-z (.) Q:'. w ~ -, ::i 0 <{ a:: 0 Q. ci c ~ z Cl) < ...J .J ~ o o C) w ..J PROJECT NO 2021170 DATE NOVEMBER 2021 DRAWN BY DTW REVIEWED BY MS SCALE 1-.20' DRAWING T1n.E SUBSURFACE INVESTIGATION MAP PLATE NO. • -.. ,__, -- NOVA ~ .... .,,,.,... ..... 4373 Vll'Wridge A._..nut, &itl 8 San0iego.CA92123 P: &58.292.7575 944 Cale~. &,ite F San CJtmente, CA 92673 P: 9'9.388.nto www.uu-nova.com A A' 200 200 I PROPOSED BUILDING I CW') 11l0 N 180 C) PROPOSED N < LANDSCAPE WALL EXISTING TOPOGRAPHY PROPOSED DESIGN t-z PROALE 0:: B-2' 0 0 FFe11Z' B-1' w lJ.. 180 1110 -, :::::i 0 < .., .., ~ (.) _,_ , _____ , _,_ CL 6 __ , ______ , ----,----C < Ill 140 1'0 z Cl} 5 __J ... 0:: --,_., < Gap 0 (.) 120 (!) 120 w 0 20 40 80 80 100 120 140 180 11l0 ...I PROJECT NO.: 2021170 KEY TO SYMBOLS DATE: NOVEMBER 2021 DRAWN BY· DTW llfu ALL REVIEWED BY: MS SCALE: 1"z20' Qop OLD PARAI.IC DEPOSITS DRAWING TITLE: B-2 l GEOTECHNICAL BORING GEOLOGIC 'PROJECTED TD-31.5' CROSS-SECTION AA' ,r,J GEOLOGIC CONTACT, QUERIED WHERE UNCERTAIN () 20' 40' ---- PLATE NO. 2 _,, Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 APPENDIX A USE OF THE GEOTECHNICAL REPORT Im ortant Information About Your - Geotechnical Engineering Report Suhc:,urfacc probtmc;; r1rr· a princ1pr1/ cauc;;c' of conc;;tructmn dl /aye;; cm/ o,rrrunc;; clc11m~ and d1\puft1<; Thi~ folio.: tnq mformatwn Vi provided to help you mr1nagr your mk-, Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared so/elyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one -not even you -should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineeri~ Re_port Is Based on A Unique Set of Project-Specific Factors Geotechnical engineers consider a number of unique, project-specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots. and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise. do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for 'J(J.X project. • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration. location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes-even minor ones-and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they ~e not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing report whose adequacy may have been affected by: the passage of time: by man-made events, such as construction on or adjacent to the site: or by natural events. such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ-sometimes significantly- from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not llnal, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your goo- technical engineer carter with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnlcal engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited: encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations· many of these provisions indicate where geotechnical engineers· responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironrnental findings, conclusions, or recommendations: e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoen- vironrnental Information, ask your geotechnical consultant for risk man- agement guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold Infestations, a num- ber of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant: none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your ASFE-Member Geotechncial Engineer for Additional Assistance Membership in ASFE/fhe Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE-member geotechnical engineer for more information. A5FE TU 1111 PH.II II l ■rll 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 e-mail: info@asfe.org www.asfe.org Copyright 2004 by ASFE, Inc. Duplication, reproduction, or copying of this document. In whole or In part. by any means whatsoever. Is strictly prohibited, except with ASFE'S specific written permission. Excerpting, quoting. or otherwise extracting wording from this document Is permitted only with the express written permission of ASFE, and only for purposes of scholarly researr:h or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report. Any other llnn, Individual. or other entity that so uses this document without being an ASFE member could be comm/ting negligent or Intentional (fraudulent) misrepresentation. IIGER06045 OM C Q Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 APPENDIX B BORING LOGS Revised November 22, 2021 ., ~ ~ . -MAJOR DIVISIONS TYPICAL NAMES GW WELL-GRADED GRAVEL WITH OR WITHOUT CLEAN GRAVEL SAND WITH LESS THAN UJ GRAVEL 15% FINES POORLY GRADED GRAVEL WITH OR > GP UJ WITHOUT SAND iii MORE THAN HALF 0 0 COARSE FRACTION "' ci IS LARGER THAN GM SIL TY GRAVEL WITH OR WITHOUT SAND enZ NO.4 SIEVE GRAVEL WITH :::!~ 15% OR MORE o::c en I-FINES Ca:: GC CLAYEY GRAVEL WITH OR WITHOUT SAND UJ UJ ~en ~~ "O WELL-GRADED SAND WITH OR WITHOUT wU SW GRAVEL en en CLEAN SAND a::-< LL WITH LESS THAN O-' u~ SAND 15% FINES POORLY GRADED SAND WITH OR WITHOUT z SP GRAVEL < ::t MORE THAN HALF I-COARSE FRACTION UJ a:: IS FINER THAN NO. SM SIL TY SAND WITH OR WITHOUT GRAVEL 0 4SIEVE SIZE ::i: SAND WITH 15% OR MORE FINES SC CLAYEY SAND WITH OR WITHOUT GRAVEL SILT WITH OR WITHOUT SAND OR UJ ML GRAVEL > UJ iii 0 SIL TS AND CLAYS LEAN CLAY WITH OR WITHOUT SAND OR 0 "' CL ci LIQUID LIMIT 50% OR LESS GRAVEL enZ -'Z 0~ ORGANIC SILT OR CLAY OF LOW TO en I-OL MEDIUM PLASTICITY WITH OR WITHOUT Ca:: SAND OR GRAVEL UJUJ ~z ~u: ELASTIC SILT WITH OR WITHOUT SAND OR "!Q MH wu. GRAVEL z-' -< LL ::t SIL TS AND CLAYS z FAT CLAY WITH OR WITHOUT SAND OR < CH GRAVEL ::t LIQUID LIMIT GREATER THAN 50% I- UJ -a:: ORGANIC SILT OR CLAY OF HIGH 0 ::i: OH PLASTICITY WITH OR WITHOUT SAND OR GRAVEL HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS Y/'SZ LAB TEST ABBREVIATIONS RELATIVE DENSITY OF CONSISTENCY OF COHESIVE SOILS GROUNDWATER/ STABILIZED COHESIONLESS SOILS CR CORROSIVITY 181 BULK SAMPLE MO MAXIMUM OENSITY POCKETPENETROMETER SPT N60 SPTN60 OS DIRECT SHEAR RELATIVE DENSITY BLOWS/FOOT CONSISTENCY BLOWS/FOOT MEASUREMENT (TSF) IZI El EXPANSION INDEX SPT SAMPLE ( ASTM D1586) AL ATTERBERG LIMITS SA SIEVE ANALYSIS VERY LOOSE 0 -4 VERY SOFT 0-2 0-0.25 MOD. CAL. SAMPLE (ASTM D3550) RV RESISTANCE VALUE LOOSE 4 -10 SOFT 2-4 0.25-0.50 CN CONSOLIDATION MEDIUM DENSE 10-30 MEDIUM STIFF 4-8 0.50-1.0 * NO SAMPLE RECOVERY SE SAND EQUIVALENT DENSE 30-50 STIFF 8 -15 1.0-2.0 VERY DENSE OVER50 VERY STIFF 15 -30 2.0 -4.0 --GEOLOGIC CONTACT HARD OVER30 OVER4.0 --SOIL TYPE CHANGE NUMBER OF BLOWS OF 1◄0 LB HAMMER FALLING 30 INCHES TO DRIVE A 2 INCH 0 .0. (1-318 INCH I.D.) SPLIT-BARREL SAMPLER THE LAST 12 INCHES OF AN 18-INCH DRIVE (ASTM-1586 STANDARD PENETRATION TEST). IF THE SEATING INTERVAL (1st 6 INCH INTERVAL) IS NOT ACHEIVED, N IS REPORTED AS REF. a GEOTECHNICAL www.usa-nova.com MATERJALS 4373 V18Wndge Ave , Swte 8 1944 Calle Amanecer, Suite F SPECIAL INSPECTION San Diego, CA 92123 San Clemenle, CA 92673 SUBSURFACE EXPLORATION LEGEND P· 858 292 7575 P· 949 388.7710 NOVA OYBE. see. SOVOSB DATE DRILLED: ELEVATION: SAMPLE METHOD: [ J: I-ll.. w C w ~ ..J w II.. ..J ~ a: ll.. ~ en ~z I-en ll.. en :.::: en 3: ..J :::i 0 ::, < ..J ID 0 ID 0 -J - - -I 30 LOG OF BORING 8-1 AUGUST 131 2021 DRILLING METHOD: ...;H.;.;Oa..all.aaaO.;;;.W"'--"S"'"TE~M.;.;..;.aAUG=Eaaa.R.a..... ____________ _ ± 161 FTMSL DRILLING EQUP.: FRASTE PL-G GROUNDWATER DEPTH: NOT ENCOUNTERED HAMMER: 140 LBS.1 DROP: 30 IN (AUTOMATIC) NOTES: ETR-88.3%, Nao -W·N-1.47'N ~ w en a: ffii ::, -0 I-~ c-.. en->-z 0 a: :ii C 29 c,j en-~en og ..J::, c5-en SC SOIL DESCRIPTION SUMMARY OF SUBSURFACE CONDITIONS (USCS; COLOR, MOISTURE, DENSITY, GRAIN SIZE, OTHER) FILL (afu): CLAYEY SAND; BROWN WITH SLIGHT ORANGE STAINING, MOIST, MEDIUM DENSE, FINE TO MEDIUM GRAINED, SCATTERED ROOTLETS TRACE ROOTLETS ~ w I- ID ~ SA Al El RV 5 -~~ .... -----------------------------------------------------~-- / 25 37 SM SIL TY SAND; DARK BROWN, SLIGHTLY MOIST, DENSE, FINE TO MEDIUM GRAINED, --- - - - - -" 15 -I --- - SCATTERED WHITE MINERALIZATION ORANGE BROWN 20 __ 29 __________ ~-------------------------------------~-- SM SIL TY SAND; BROWN, VERY MOIST, MEDIUM DENSE, FINE TO MEDIUM GRAINED SM OLD PARALIC DEPOSITS (Qop): SIL TY SANDSTONE; BROWN, VERY MOIST, MEDIUM DENSE, FINE TO MEDIUM GRAINED, POORLY CEMENTED 20 --~ ---------------~-------------------------------------~-- - - ---- - 25 37 ISM/ SC SIL TY SANDSTONE I CLAYEY SANDSTONE; ORANGE BROWN, MOIST, DENSE, FINE TO MEDIUM GRAINED -----------------------------------------------------~-- SM SIL TY SANDSTONE; ORANGE BROWN, SLIGHTLY MOIST, VERY DENSE, FINE GRAINED, MODERATELY CEMENTED 25 -~ 30 91/11 134/11 - -[7 -55 - • NOVA 81 GEOTECHNICAL MATERIALS SPECIAL INSPECTION DVBE • SBE • SDVOSB • SLBE www.usa-nova.com 4373 Vlewridge Ave., Suite B San Diego, CA 92123 P: 858.292.7575 I 944 Calle Amanecer, Suite F San Clemente, CA 92673 P: 949.388.nl0 BORING TERMINATED AT 28½ FT DUE TO AUGER REFUSAL ON DENSE OLD PARALIC DEPOSITS. NO GROUNDWATER ENCOUNTERED. LOGGED BY: AR LEGOLAND PROJECT 2023 ONE LEGOLAND DRIVE CARLSBAD, CA 92008 FIGURE B.1 I REVIEWED BY: MS I PROJECT NO.: 2021170 DATE DRILLED: ELEVATION: SAMPLE METHOD: w 8 _J w a. ~ IL _J a: [ a. <( ~ en ~z ~ I-::c a. en I-:.:: en 3: ::i a. _J 0 w :::> <( _J 0 CD 0 CD 0 - ---/__ 15 - 5- 57 - - - - 10 I ' J 17 --- - -" 15 ~ 17 - - - 20 - - - 25 - - - - - 30 LOG OF BORING 8-2 AUGUST 13, 2021 DRILLING METHOD: ~H~O~L_LO=W~S_TE=M~AU=G=E=R~------------- ± 165 FTMSL DRILLING EQUP.: FRASTE PL-G GROUNDWATER DEPTH: NOT ENCOUNTERED HAMMER: 140 LBS., DROP: 30 IN (AUTOMATIC) 0 <O z 22 54 25 25 32 51 62 ~ w ci5 a: ~R => ~ I-t!-o-en-1;: 6 ~ 0 GEOTECHNICAI. MATERIALS SPECIAL INSPECTION SOIL DESCRIPTION en en~ SUMMARY OF SUBSURFACE CONDITIONS s (/) (USCS; COLOR, MOISTURE, DENSITY, GRAIN SIZE, OTHER) og _J :::> 5-en SC FILL (afu): CLAYEY SAND; DARK BROWN, MOIST, MEDIUM DENSE, FINE TO MEDIUM GRAINED, SCATTERED ROOTLETS BROWN LIGHT GRAY DARK BROWN WITH GRAY MOTTLING, VERY DENSE DARK BROWN WITH LIGHT AND DARK GRAY MOTTLING, MEDIUM DENSE, TRACE GRAVEL ORANGE BROWN SM OLD PARALIC DEPOSITS (Qop): SIL TY SANDSTONE; ORANGE BROWN, MOIST, MEDIUM DENSE FINE TO MEDIUM GRAINED, POORLY CEMENTED DARK ORANGE BROWN, SLIGHTLY MOIST, DENSE ORANGE BROWN, VERY DENSE, FINE GRAINED, MODERATELY CEMENTED LEGOLAND PROJECT 2023 ONE LEGOLAND DRIVE CARLSBAD, CA 92008 DVBE • SBE • SDVOSB • SLSE FIGURE 8.2 www.usa-nova.com 4373 Viewridge Ave., Suite B San Otego. CA 92123 P: 858.292.7575 I 944 Calle Amanecer, Suite F San Clemenle, CA 92673 P: 949.388.7710 LOGGED BY: AR I REVIEWED BY: MS I PROJECT NO.: 2021170 en I-en w I- CD s SA AL El CR DATE DRILLED: ELEVATION: SAMPLE METHOD: w 8 ..., w a.. ::E 11. ..., a: [ a.. < ~ en ~z I-::c en a.. en I-~ en 3:: a.. ..., :::i 0 w ::::, < ..., C Ill 0 Ill 30 V -42 - - - 35 - - - - - 40 - - - - - 45 - - - - - 50 - - - - - 55 - - - - - 60 • N OVA LOG OF BORING 8-2 CONTINUED AUGUST 13, 2021 DRILLING METHOD: -'HO-'-"--LL=O"-W~S~TE=M ... A~U~G=E ... R'---------------- ± 169FTMSL DRILLING EQUP.: FRASTE PL-G GROUNDWATER DEPTH: NOT ENCOUNTERED HAMMER: 140 LBS., DROP: 30 IN (AUTOMATIC) NOTES: ETR-88.3%, Ngg -ljr•N-1.47•N lil z 62 ~ w en a: ~~ =>-I-~ c -en ->-0 a: ::E C GEOTECHNICAL MATERIALS SPECIAL INSPECTION c,j en-5en 0~ ..., ::::, 5 -en SM DVBE • SBE • SDVOSB • SLBE SOIL DESCRIPTION SUMMARY OF SUBSURFACE CONDITIONS (USCS; COLOR, MOISTURE, DENSITY, GRAIN SIZE, OTHER) OLD PARALIC DEPOSITS CONTINUED (Qop): SIL TY SANDSTONE; ORANGE BROWN, SLIGHTLY MOIST, VERY DENSE, FINE GRAINED, MODERATELY CEMENTED BORING TERMINATED AT 31 ½FT.NO GROUNDWATER ENCOUNTERED. LEGOLAND PROJECT 2023 ONE LEGOLAND DRIVE CARLSBAD, CA 92008 FIGURE B.3 www .usa~nova.com 4373 Viewridge Ave., Suite B San Diego, CA 92123 P: 858.292.7575 I 944 Calle Amanecer, Suite F San Clemente, CA 92673 P: 949.388.7710 LOGGED BY: AR I REVIEWED BY: MS I PROJECT NO.: 2021170 en ~ w I- ~ . ,. . ' LOG OF BORING 8-3 DA TE DRILLED: AUGUST 131 2021 DRILLING METHOD: HOLLOW STEM AUGER ELEVATION: ± 168FTMSL DRILLING EQUP.: FRASTE PL-G GROUNDWATER DEPTH: NOT ENCOUNTERED SAMPLE METHOD: HAMMER: 140 LBS., DROP: 30 IN {AUTOMATICl NOTES: ETR-88.3%, N.o -81ii•N-1.47•N w 8 ....J w D.. ~ u. ~ SOIL DESCRIPTION ....J a: c,.i [ D.. :E Cl) ~z w en CJ>-SUMMARY OF SUBSURFACE CONDITIONS Cl) < I-a: ffi & SC/) (USCS; COLOR, MOISTURE, DENSITY, GRAIN SIZE, OTHER) t;; J: (/) D.. (/) =>-(.)g w I-ll:: (/) 3: 0 I-* o~ I-:::i "' (/)~ ....J ::> D.. ....J 0 z 0 >-5~ CD w ::> < ....J a: s 0 ID (.) ID :E 0 (/) 0 4 INCHES OF ASPHALT CONCRETE OVER 12 INCHES OF AGGREGATE BASE. - -)' SM FILL (afu): SIL TY SAND; LIGHT YELLOWISH BROWN, MOIST, LOOSE, FINE TO MEDIUM GRAINEC -7 7 ----------------------------------------------------------SC CLAYEY SAND; LIGHT BROWN WITH GRAY MOTTLING, MOIST, MEDIUM DENSE, FINE TO 5 -1 MEDIUM GRAINED -15' --22 ------------------------------------------------'" ---SM SIL TY SAND; LIGHT BROWN, MOIST TO WET, MEDIUM DENSE, FINE TO MEDIUM GRAINED -- - - 10-~ -44 42 SC OLD PARALIC DEPOSITS (Qop): CLAYEY SANDSTONE; ORANGE BROWN, MOIST, DENSE, FINE TO MEDIUM GRAINED, MICACEOUS, MODERATELY CEMENTED - - -' 15 -I 32 47 SLIGHTLY MOIST -- - - 20 ------------------~---------------------------------------V 52 76 SM SIL TY SANDSTONE; ORANGE BROWN, SLIGHTLY MOIST, VERY DENSE, FINE TO MEDIUM -GRAINED, MICACEOUS, MODERATELY CEMENTED -BORING TERMINATED AT 21 ½ FT. NO GROUNDWATER ENCOUNTERED. - - 25 - - - - - 30 " GeOTECHNICAL LEGOLAND PROJECT 2023 MATERIALS ONE LEGOLAND DRIVE ·-SPECIAL INSPECTION CARLSBAD, CA 92008 NOVA DVBE • SBE • SDVOSB • SLBE FIGURE B.4 www.usa•nova.com 4373 Viewridge Ave., Suite B I 944 Calla Amanecer, Suite F I I San [),ego, CA 92123 San Clemente, CA 92673 LOGGED BY: AR REVIEWED BY: MS PROJECT N0.:2021170 P: 858.292.7575 P: 949.388. 7710 Geotechnical Investigation LEGOLAND Project 2023, One Legoland Drive, Carlsbad, CA NOVA Project No. 2021170 Revised November 22, 2021 APPENDIX C LABORATORY TESTING .. ' • Laboratory tests were performed in accordance w1C/the generally accepted American Society for Testing an~ aterials (ASTM) test methods or suggested procedures. Brief descriptions of the tests performed are presented below: CLASSIFICATION: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soils Classification System and are presented on the exploration logs in Appendix B. • GRADATION ANALYSIS {ASTM 06913 and/or ASTM 07928): Tests were performed on selected representative soil samples in general accordance with ASTM D6913. The grain size distributions of selected samples were determined in accordance with ASTM D6913 and/or ASTM D7928. The results of the tests are summarized on Appendix C.2 through Appendix C.3. • ATTERBERG LIMITS {ASTM D 4318): Tests were performed on selected representative fine-grained soil samples to evaluate the liquid limit, plastic limit, and plasticity index in general accordance with ASTM D 4318. These test results were utilized to evaluate the soil classification in accordance with the Unified Soil Classification System. • EXPANSION INDEX {ASTM D 4829): The expansion index of selected materials was evaluated in general accordance with ASTM D 4829. Specimens were molded under a specified compactive energy at approximately 50 percent saturation (plus or minus 1 percent). The prepared 1-inch thick by 4-inch diameter specimens were loaded with a surcharge of 144 pounds per square foot and were inundated with tap water. Readings of volumetric swell were made for a period of 24 hours. • A-VALUE {ASTM D 2844): The resistance Value, or R-Value, for near-surface site soils were evaluated in general accordance with California Test (CT) 301 and ASTM D 2844. Samples were prepared and evaluated for exudation pressure and expansion pressure. The equilibrium R-value is reported as the lesser or more conservative of the two calculated results. • CORROSIVITY (CAL. TEST METHOD 417, 422, 643): Soil PH, and minimum resistivity tests were performed on a representative soil sample in general accordance with test method CT 643. The sulfate and chloride content of the selected sample were evaluated in general accordance with CT 417 and CT 422, respectively. GEOTECHNICAL MATERIALS SPECIAL INSPECTION ovee • see • sovose • SLBE www usa-nova.com 4373 Viewridge Avenue, Suite B San Otego. CA 92123 P: 858.292.7575 944 Cane Amanece,, Su1le F San Clemente, CA 92673 p· 949 388 n,o BY:AR LAB TEST SUMMARY LEGOLAND PROJECT 2023 ONE LEGOLAND DRIVE CARLSBAD, CA 92008 DATE: NOV 2021 PROJECT: 2021 170 APPENDIX: C.1 "' l ~ Size (Inches) )( -, Hydrometer Analysis ' U.S. Standard Sieve Sizes , ..... , ~ 0 0 ~ ~ 8 ~ ;Ii ~ CD ... N ... N ~ ~ 0 0 0 0 0 0 0 100.0 -z z z z z z z -., ... ..... I -~ I I I I I I I I 90.0 I ' I I I I I I I I I I, I I I I \ I I I I I 80.0 I I I \I I I I I I I m 70.0 I I I II\ C I I I I I \ iii I I I I I I I I I ' I • 'l ftl I I I I I Q. 60.0 I I I I . -I I I I \ I C I I I I I • \ u I I I I I ... I I I I ' I • 50.0 Q. I I I I I I I I I ., I I I I 40.0 I I I I I '- I I I I I I ~ I I I I I I I I I I I I I I I 30.0 ' ' ' I I I I I I I I I I I I I I I I I I I I 20.0 I I I I I I I I I I I I I I I 10.0 I I I I I I I I I I I I I I I I I I I I I I I I I 0.0 100 10 1 0.1 0.01 0.0( Grain Size (mm) Gravel Sand Silt or Clay Coarse I Fine CoarseJ Medium Fine Sample Location: B -1 Atterberg Limits (ASTM D4318): Depth (ft): 0 -5 Liquid Limit, LL: 28 uses Soil Type: SC Plastic Limit, PL: 14 Passing No. 200 (%): 37 Plasticity Index, Pl: 14 • GEOTECHNICAL CLASSIFICATION TEST RESULTS MATERIALS SPECIAL INSPECTION LEGOLAND PROJECT 2023 ONE LEGOLAND DRIVE NOVA DVBE t SBE • SDVDSB • SLBE CARLSBAD, CA 92008 www.usa-nova.com 4373 Viewridge Avenue, Suite 8 944 CaJ1e Amanecer, Suite F San Diego, CA 92123 San Clemen1e, CA 92673 BY:AR DATE: NOV 2021 PROJECT: 2021170 FIGURE: C.2 P: 858.292.7575 P: 949.3ea.n10 -., '7 ~ • ~ Size (Inches) )( --Hydrometer Analysis ~ U.S. Standard Sieve Sizes ,,, ' ,,, ~ 0 0 ~ 8 8 "! ~ ~ 00 .., N .., N ~ ~ ?I 0 0 0 0 0 0 0 100.0 z z z z z z z ·--,.._ -....._ I I I I I I I ~ I I I I I I 90.0 I I I I ' I I I I I I I I I I I I ' I I I I I I I I I I \ I 80.0 I I I I ' I I I I I I I I I : , Cl 70.0 I I I I C ' -;; I I I I I .,, I I I I I CII I I I I I \ 0. 60.0 I, I I 11 I I, -I I I I I C I I I I I \ QI u I I I I I ' ... I I I I I I\ QI 50.0 0. I I I I I \1 I I I I I !, I I I I I 40.0 I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I 30.0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20.0 I I I I I I I I I I I I I I I I I I I I I 10.0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0.0 100 10 1 0.1 0,01 0.0( Grain Size (mm) Gravel Sand 1 Coarse! Silt or Clay Coarse Fine Medium Fine Sample Location: B -2 Atterberg Limits !ASTM D431 8): Depth (ft): 10 -15 Liquid Limit, LL: 26 uses Soil Type : SC Plastic Limit, PL: 13 Passing No. 200 (%): 36 Plasticity Index, Pl: 13 " GEOTECHNICAL CLASSIFICATION TEST RESULTS MATERIALS , __ SPECIAL INSPECTION LEGOLAND PROJECT 2023 ONE LEGOLAND DRIVE NOVA 0VBE • see • SDVOSB • SLBE CARLSBAD, CA 92008 www usa-nova.com 4373 Viewndge Avenue. Suite B 944 Calle Amanecer, Suite F San DMl!lo. CA 92123 San Clemente, CA 92673 BY:AR DATE: NOV 2021 PROJECT: 2021170 FIGURE: C.3 P: 858.292.7575 P: 949.388 TT10 Sample Location B -1 B -2 ,a~ ., NOVA Expansion Index (ASTM D4829) Sample Location B -1 B-2 Sample Depth (ft.) 0-5 10 -15 Expansion Index 0 2 Expansion Potential Very Low Very Low Resistance Value (Cal. Test Method 301 & ASTM D2844) Sample Location B -1 Sample Depth (ft.) 0 -5 R-Value 16 Corrosivity (Cal. Test Method 41724222643) Sample Depth Resistivity Sulfate Content Chloride Content (ft.) 10 -15 10 -15 GEOTECHNICAL MATERIALS SPECIAL INSPECTION DVBE • SBE • SDVOSB • SLBE pH (Ohm-cm) 8.0 1600 7.7 990 (ppm) (%) (ppm) 42 0.004 32 110 0.011 85 LAB TEST RESULTS LEGOLAND PROJECT 2023 ONE LEGOLAND DRIVE CARLSBAD, CA 92008 (%) 0.003 0.009 www.usa-nova.com 4373 Viewridge Avenue, Suite B San Diego, CA 92123 P: 858.292.7575 944 Calle Amanecer, Suite F San Clemente, CA 92673 P: 949.388.7710 BY:AR DATE: NOV 2021 PROJECT: 2021170 APPENDIX: C.4 ~Chicago Title Company 2365 Northside Drive, Suite 600, San Diego, CA 92108 Phone: (619) 521-3500 • Fax: (619) 521 -3608 Issuing Policies of Chicago Title Insurance Company ORDER NO.: 00096610-993-SD2-CFll Merl ins Entertainments Group US Holdings One LEGOLAND Drive Carlsbad, CA 92008 ATTN: Merlins Entertainments Group US [foldings Email: bob.lorcnzini@lcgoland.com Ref: PROPERTY: 1 LEGOLAND DRIVE, CARLSBAD, CA Escrow/Customer Phone: (619) 521-3500 Title Officer: Ken Cyr & Mark Franklin Title Officer Phone: (619) 521-3673 Title Officer Fax: (619) 521-3608 Title Officer Email: TcamCyrFranklin@ctt.com SECOND AMENDED PRELIMINARY REPORT In re.1ponse to the application for a policy of title insurance referenced herein, Chicago Title Company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a policy or policies of title insurance describing the land and the estate or interest therein hereinafter setfortlz, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as 011 exception herein or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations or Conditions of said policy forms. Ihe printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said policy or policies are set forth in Attachment One. The po/ie,y to be issued may contain an arbitration clause. When the Amount of Insurance is less than that set forth in the arbitration clause, all arbitrab/e matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner'.\' Policies <?f Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Attachment One. Copies of the policy forms should be read. They are available from the office which issued this report. This report (and any supplements or amendments heretoj is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. {( it is desired that liability be assumed prior to the issuance of a policy ofritle insurance, a Binder or Commitment should be requested. The policy(s) of title insurance to be issued hereunder will be policy(v) of Chicago Title Insurance Company, a Florida corporation. Please read tlie exceptions shown or referred to herein and the exceptions and exclusions set forth in Attachment One of this report carefully. The exceptions and exclusio,rs lire mea,rt to provide you with ,rotice of matters which are not covered um/er the terms of the title insurance policy and should be Cllrefully consil/ere,l. ft is important to note that this prelimintllJ' report is not a written. representation as to the c,mdititm of title am! mt1y ,wt list a/I liens, defects and encumbrances affecti11g title to the land. Chicago Title Company By: ~ Authorized Signature CL TA Preliminary Report Form -Modified ( 11 /1 7 /06) ~~ lund)•Quirk l'r~lrknt A'ITm/?(~~~ M2.rj~t' Ncmiura Ct1rp<H;1.tt• Sn:retary Page I ... ~ Chicago Title Company 2365 Northside Drive, Suite 600, San Diego, CA 92108 Phone: (619) 521-3500 • Fax: (619) 521-3608 PRELIMINARY REPORT EFFECTIVE DATE: September 16, 2021 at 7:30 a.m. ORDER NO.: 00096610-993-SD2-CFU The form of policy or policies of title insurance contemplated by this report is: A Preliminary Report Only 1. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: AFEE 2. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS INC., a Delaware corporation 3. THE LAND REFERRED TO IN THIS REPORT IS DESCRIBED AS FOLLOWS: See Exhibit A attached hereto and made a part hereof. CL TA Preliminary Report Fonn -Modified (11 ii 7 /06) Page2 PRELIMINARY REPORT YOUR REFERENCE: EXHIBIT "A" LEGAL DESCRIPTION Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, ST ATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOTS 18 AND 19 OF CITY OF CARLSBAD TRACT 94-09, CARLSBAD RANCH-UNITS 2 & 3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13408, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 1, 1997. APN(S): 211-100-09 AND 211-IO0-l l CL TA Preliminary Report Fonn -Modified (11 fl 7 /06) Page3 PRELIMINARY REPORT YOUR REFERENCE: EXCEPTIONS Chicago Title Company ORDER NO.: 000966I0-993-SD2-CFU AT THE DATE HEREOJ<', ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD BE AS FOLLOWS: A Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the fiscal year 2021-2022. B. Property taxes, including any personal property taxes and any assessments collected with taxes, are as follows: Tax Identification No.: Fiscal Year: I st Installment: 2nd Installment: Code Area: 211-100-09-00 2020-2021 $1,409,738.76, paid. $1.409.738.76, paid 09000 C. Supplemental taxes. including any personal property taxes and any assessments collected with taxes, assessed pursuant to the provisions of Chapter 3.5 ( commencing with Section 75) of the Revenue and Taxation Code of the State of California, are as follows: Tax Identification No.: Fiscal Year: 1 st Installment: 2nd Installment: Code Area: Supplemental Bill No.: 2 l l-100-09-00 2020 $247,441.35, paid $247,441.35, paid 09000 807-000-10-81 Supplemental taxes, including any personal property taxes and any assessments collected with taxes, assessed pursuant to the provisions of Chapter 3.5 (commencing with Section 75) of the Revenue and Taxation Code of the State of California, are as follows: Tax Identification No.: Fiscal Year: I st Installment: 2nd Installment: Code Area: Supplemental Bill No.: 211-100-09-00 2018 $59,381.40, paid $59,381.40, paid 09000 889-815-60-68 Supplemental taxes, including any personal property taxes and any assessments collected with taxes, assessed purs1.1ant to the provisions of Chapter 3.5 (commencing with Section 75) of the Revenue and Taxation Code of the State of California. are as follows: Tax Identification No.: Fiscal Year: I st Installment: 2nd Installment: Code Area: Supplemental Bill No.: 211-100-09-00 2019 $242,940.23, paid $242,940.23. paid 09000 897-000-06-30 D. A pending assessment for the District shown below. When notice of the assessment is recorded with the CountyRecorder the assessment shall become a lien on said land. District:. Disclosed By:. Recorded:. Community Facilities District No. 1 Assessment District Boundary December 19, 1990 as Instrument No.1990-0674118. of Official Records CLTA Preliminary Report fonn -Modified (11/17/06) Page4 PRELIMINARY REPORT YOUR REFERENCE: Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU EXCEPTIONS (Continued) Notice of special tax lien pursuant to the requin."!nents of Section 3114.5 of the Streets and Highways Code and Section 53328.3 of the Government Code recorded May 20, 1991 as Instrument No. 1991-0236959. of Official Records. E. The lien of supplemental or escaped assessments of property taxes, if any, made pursuant to the provisions of Chapter 3.5 (commencing with Section 75) or Part 2, Chapter 3, Articles 3 and 4, respectively, of the Revenue and Taxation Code of the State of California as a result of the transfer of title to the vestee named in Schedule A or as a result of changes in ownership or new construction occurring prior to Date of Policy. l. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Grnnted To:. Purpose:. Recorded:. Affects:. San Diego Gas and Electric Company public utilities, ingress, egress July 5. 1972 as Instrument No.72-l 7289L of Official Records The exact location and extent of said easement is not disclosed of record 2. The privilege and right to extend drainage structures and excavation and embankment slopes beyond the limits of Palomar Airport Road, where required for the construction and maintenance of said Street, as contained in the deed recorded September 15, 1988 as Instrument No. 88-463304. of Official Records. Affects Lot 18 herein described. 3. An casement for the purpose swn below and rights incidental thereto as set forth in a document. Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. June 27, 1988 Paul Ecke, Sr., Trustee of the Paul Ecke, Sr., Trust dated September 8, 1983 The City of Carlsbad Drainage September 15, 1988 as Instrument No.88-04633051 of Official Records Lot 18 4. An casement for the purpose shown below and rights incidental thereto as set forth in a document. Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. June 27, 1988 Paul Ecke, Sr., Trustee of the Paul Ecke, Sr., Trust dated Septembt"f 8, 1983 The City of Carlsbad open space and incidental purposes September 15, I 9!i8 as Instrument No.88-0463306, of Ofllcial Records Lot 18 5. The privilege and right to extend dr.:1inage structures and excavation and embankment slopes beyond the limits of Palomar Airport Road, where required for the construction and maintenance of said public highway, as contained in the deed recorded September 15. 1988 as Instrument No.88-463310, of Official Records. Affects Lot 18 herein described. CL TA Preliminary Report Form -Modified (1 1/17/06) Page 5 PRELIMINARY REPORT YOUR REFERENCE: Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU EXCEPTIONS (Continued) 6. An casement for the purpose shown below and rights incidental thereto as set forth in a document. Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. June 24, 1988 Carltas Company, a California limited partnership City of Carlsbad drainage September 15. 1988 as Instrument No.88-0463313, of Official Records Lotl8 7. An easement for the purpose shown below and rights incidental thereto as set forth in a document. May 20, 1992 Carltas Company, a limited partnership The City of Carlsbad Traffic signal maintenance July 15, 1992 as Instrument No.1992-0443116, of Official Records Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. The route thereof affects a portion of said land and is more fully described in said document. Affects Lot 18 herein described 8. A document entitled "Hold Hannless Agreement Drainage", executed by Carlsbad Ranch Company, L. P., and the City of Carlsbad, subject to all the terms, provisions and conditions therein contained, recorded June 12. 1995 as Instrument No. 1995-0245821, of Official Records. 9. A document entitled "Hold Harmless Agreement Geological Failure'', executed by Carlsbad Ranch Company, L. P., and the City of Carlsbad, subject to all the terms, provisions and conditions therein contained, recorded June 12, 1995 as Instrument No. 1995-0245822, of Official Records. I 0. A document entitled "Development Agreement", dated, January 6, I 996, executed by City of Carlsbad and Lego Park Planning, Inc., subject to all the terms, provisions and conditions therein contained, recorded March 22. l 996 as Instrument No. 1996-01412991 of Official Records. Affects Lot 18 herein described 11. Covenants, conditions and restrictions ("but omitting, except to the extent that said covenant or restriction is controlled or permitted by any applicable federal or state law, any covenants or restrictions, if any, based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, medical condition, national origin, source of income, or ancestry" as set forth in the document Recorded:. July 11, 1996 as Instrument No.1996-0348524. of Otlicial Records Note: Section 12956. l of the government code provides the following: "If this document contains any restriction based on race, color, religion, sex, sexual orientation, familial status, marital status, disability, national origin, source of income as defined in subdivision (p) of Section 12955, or ancestry, that restriction violates state and federal fair housing laws and is void, and may be removed pursuant to section 12956.2 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status." Note: If you should request a copy of the document referred to above, California Law requires that a county recorder, title insurance company, escrow company, real Estate broker, real Estate agent, or association that provides CLTA Preliminary Report Form -Modified (11/17/06) Page6 PRELIMINARY REPORT YOUR REFERENCE: Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU EXCEPTIONS (Continued) a copy of a declaration, governing document, or deed to any person shall place a cov~..-Page over, or stan1p on the first Page of the previously recorded document or documents a statement, in at least 14-'point boldface type, relating to unlawful restrictions. 12. A document entitled "Notice of Restriction on Real Prope1ty", dated, May 20, 1996, executed by City of Carlsbad, Carlsbad Ranch Company, L. P., CB Ranch Enterprises, Carlsbad Estate Holding, Inc., and National Association of Music Merchants, Inc., subject to all the tenns, provisions and conditions therein contained, recorded September 5, 1996 as Instmment No. 1996-0450388. of Official Records. 13. A document entitled "Agreement Between Developer-Owner and the City of Carlsbad for the Payment of a Public Facilities Fee for Inside the Boundaries of Community Facilities District No. l ", dated, December 17, 1996, executed by City of Carlsbad and Lego Land Carlsbad, Inc., Corporation, subject to all the tem1s, provisions and conditions therein contained, recorded February 7, 1997 as Instrument No. 1997-0056338. of Official Records. Affects Lot 18 herein described 14. An Agreement, and the terms and conditions as contained therein Dated:. February 21, 1997 By and Between:. Carlsbad Ranch Company. L. P., and Carlsbad Estate Holding, Inc., and Acknowledged and Consented to by the California Coastal Commission Recorded:. Regarding:. Februaiy24. 1997 as InstrumentNo.1997-0080274, ofOfficial Records Open space deed restriction Reference is hereby made to said document for full particulars. Affects Lot 18 herein described 15. The fact that the ownership of said land does not include rights of access to or from the Street and Highway abutting said land, such rights having been relinquished by the map of said tract. Affects:. Lot 18 adjacent to Palomar Airport Road Said land however, abuts upon a public thoroughfare other than the road referred to above, over which rights of vehicular ingress and egress have not been relinquished. 16. The fact that the ownership of said land does not include rights of access to or from the street, highway, or freeway abutting said land, such rights having bel"ll relinquished by the Map of said Tract. Affects:. Lot 19 on the South adjacent to Lots 9 and l O as shown on said Map No.13408 Said land, however, abuts upon a public thoroughfare other than the road referred to above, over which rights of vehicular ingress and egress have not been relinquished. 17. An easement for the purpose shown below and rights incidental thereto as shown or as offered for dedication on the recorded Map shown below. Map No.:. Easement Purpose:. Affects:. 13408 general access and public utilities and drainage as shown on said Map No. 13408 18. Covenants, conditions and restrictions ("but omitting, except to the extent that said covenant or restriction is CLTA Preliminary Report Form -Modified (I 1/17/06) Page7 PRELIMINARY REPORT YOUR REFERENCE: Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU EXCEPTIONS (Continued) controlled or p .. "l111itted by any applicable federal or state law, any covenants or restrictions, if any, based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, medical condition, national origin, source of income, or ancestry" as set forth in the document Recorded:. April I. 1997 as Instrument No.1997-015034 71 of Official Records Note: Section 12956. l of the government code provides the following: "If this document contains any restriction based on race, color, religion, sex, sexual orientation, familial status, marital status, disability, national origin, source of income as defined in subdivision (p) of Section l 2955, or ancestry, that restriction violates state and federal fair housing laws and is void, and may be removed pursuant to section 12956.2 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status." Note: If you should request a copy of the document referred to above, California Law requires that a county recorder, title insurance company, escrow company, real Estate broker, real Estate agent, or association that provides a copy of a declaration, goveming document, or deed to any person shall place a cover Page over, or stamp on the first Page of the previously recorded document or documents a statement, in at least 14-point boldface type, relating to unlawful restrictions. Said covenants, conditions and restrictions provide that a violation thereof shall not defeat the lien of any mortgage or Deed of Trust made in good faith and for value. Said instrument also provides for the levy of assessments, the lien of which are stated to be subordinate to the lien of a first mortgage or first Deed of Trust made in good faith and for value. Among other things, said document provides: Easements and Restrictions 19. An Unrecorded Lease affecting the premises herein described, executed by and between the parties herein named, with certain terms, covenants, conditions and provisions set forth therein. Lessor:. Lessee:. Recorded:. Lego Carlsbad AG, (Lego Carlsbad Inc.) a Swiss corporation Lego Land Carlsbad, Inc., a California corporation April 16, 1997 as Instrument No.1997-0175999, of Official Records The present ownership of the Leasehold created by said Lease and other matters affocting the interest of the Lessee are not shown herein. An assignment and assumption of Lease dated as of July 11, 2005, by and between Lego Land Estates AG (Lego Land Estates, Inc.), a Swill corporation and PlayU. S. Acquisitions Co. Inc., a Delaware corporation, recorded August 29, 2005 as Instmment No. 2005-0744001. of Official Records. An agreement which states that this instrument was subordinated To:. Recorded:. By Agreement Recorded:. Deed of Trust May 21, 2007 as Instrument No.2007-0343513 of Official Records Mav 21, 2007 as Instrument No.2007-03435 I 4 of Official Records The terms and provisions contained in the document entitled "Amended and Restated Subordination and Attornment Agreement" recorded JulyJiJ008 as Instrument No. 2008-036432 l of Official Records. CL I A Preliminary Report Form -Modified ( I 1/17/06) Page8 PRELIMINARY REPORT YOUR REFERENCE: Chicago Title Company ORDER NO.: 000966!0-993-SDZ-CFU EXCEPTIONS (Continued) Second Amended and Restated Subordination and Attomment Agreement recorded November 29, 2010 as File No. 2010-065677. Official Records. 20. A document entitled "Landscape Maintenance and Easement Agreement", dated, April 27, 1997, executed by Carlsbad Ranch Company, L. P., a California limited partnership and Lego Carlsbad AG (Lego Carlsbad Inc.), a Swiss corporation, subject to all the tenns, provisions and conditions therein contained, recorded April 29, 1997 as Instmment No. I 997-0197544, of Official Records. First amendment to landscape maintenance and easement agreement dated April 9, 1998, executed by Carlsbad Ranch Company, L. P., a California limited partnership and Lego Land Estates AG (Lego Land Estates Inc.), a Swiss corporation, recorded April 27, 1998 as Instrument No. 1998-0239009, of Official Records. 21. A document entitled "Hold Ham1less Agreement Drainage", dated, May 29, 1997, executed by Lego Carlsbad AG (Lego Carlsbad Inc.) a Swiss corporation, subject to all the terms, provisions and conditions therein contained, recorded July 1. 1997 as Instrument No. 1997-0310071, of Official Records. 22. A document entitled "Notice of Restriction on Real Property", dated, July 29, 1997, executed by Lego Land Estates AG (Lego Land Estate3, Inc.) and City of Carlsbad, subject to all the terms, provisions and conditions therein contained, recorded August 14, 1997 as Instrument No. 1997-0391746. of Official Records. 23. A document entitled "Notice Concerning Aircraft Environmental Impacts Case No.: SDP 96-14/CDP 96-16", dated, July 29, 1997, executed by Lego Land Estates AG (Lego Land Estate, Inc.), subject to all the terms, provisions and conditions therein contained, recorded August 14, 1997 as Instrument No. 1997-03917471 of Official Records. 24. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. October 30, 1997 LegoLand Estates (Lego Land Estates Inc.), a Swiss corporation San Diego Gas and Electric Company, a corporation public utilities, ingress, egress November 6, 1997 as Instrument No. l 997-0560979. of Ot1icial Records Lot 18 The exact location and extent of said easement is not disclosed of record 25. An easement for the purpose shown below and rights incidental thereto as set forth in a docwnent. Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. November 10, 1997 LegoLand Estates (Lego Land Estates Inc.), a Swiss corporation San Diego Gas and Electric Company, a corporation public utilities, ingress, egress December l, 1997 as Instrument No.1997-0603896. of Official Records Lot 18 26. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. January 21, 1998 LegoLand Estates (Lego Land Estates Inc.), a Swiss corporation Carlsbad Municipal Water District water line easement March 6. 1998 as Instrument No.1998-0 l 22320, of Official Records Lot 18 CL TA Preliminary Report Form -Modified ( 11/17/06) Page9 PRELIMINARY REPORT YOUR REFERENCE: EXCEPTIONS (Continued) Chicago Title Company ORDER NO.: 00096610-993-SD2-CPU 27. A Grant Deed of waterline easement for the purpose shown below and rights incidental thereto as set forth in a document Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. October 21, 1998 LegoLand Estates (Lego Land Estates Inc.), a Swiss corporation Carlsbad Municipal Water District water line easement March 6, 1998 as Instrument No.1998-012232 l, of Official Records Lot 18 28. A Grant Deed of waterline easemt."llt for the purpose shown below and rights incidental thereto as set forth in a docLm1ent Dated:. Grantor:. Grantee:. Purpose:. Recorded:. Affects:. January 21, 1998 LegoLand Estates (Lego Land Estates Inc.), a Swiss corporation Carlsbad Municipal Water District water line casement March 6, 1998 as lnstrume11t No.1998-0122322. of Official Records Lotl8 29. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To:. Purpose:. Recorded:. Affects:. Grand Pacific Carlsbad, L. P., a California limited partnership storm drain easement August 3. 2005 as Instrument No.2005-0660417, of Official Records The route thereof affects a portion of said land and is more fully described in said document. 30. The terms and provisions contained in the document entitled "Notice of Restriction on Real Property" recorded June 6, 2006 as Instrument No. 2006-0398658 of Official Records. 3 J. A Deed of Trust to secure an indebtedness in the original amount sho\\-11 below. Amount: $227,272,727.00 May 21,2007 Merlin Entertainment Group U.S. Holdings Inc., a Delaware corporation Chicago Title Company Dated:. Trustor:. Trustee:. Beneficiary:. Loan Number:. Recorded:. Bayerische Hypo-Und Vereinsbank AG London Branch, its successors and/or assigns Not shown May 21,)007 as Instrument No.2007-0343513 of Official Records Said Deed of Trust was amended and restated by that certain document entitled "Amended and Restated Deed of Trust with Absolute Assignment of Leases and Rt.'flts, St.-curity Agreement and Fixture Filing, executed by Merlin Entertainment Group, U. S. Holdings Inc., a Delaware corporation, as Trustor, to Chicago Title Insurance Company, as Trustee, for the Benefit of Bayerische Hypo-UndVereinsBank AG, Milan Branch, as Beneficiary recorded Julv 8, 2008 as Instrument No. 2008-0364320 of Official Records. Second Amended and Restated Deed of Trust, Assignment of Leases and Rents, Security Agreement, Financing Statement and Fixture Filing recorded November 29. 20IO as File No. 2010-0652676. Official Records. Memorandum of Loan Modification Agreement and Amendment to Deed of Trust CLT A Preliminary Report Form -Modified (I 1/17/06) Page 10 PRELIMINARY REPORT YOUR REFERENCE: Chicago Title Company ORDER NO,: 00096610-993-SDZ-CFU EXCEPTIONS (Continued) Executed by:. Merlin Entertainments Group U.S. Holdings Inc., a Delaware corporation and Unicredit Bank AG London Branch (fonnerly Bayerische Hypo-Und Vereinsbank AG London Branch) Recorded:. February 28, 201 I as File No. 2011-01080251 Official Records Memorandum of Loan Modification Agreement and Amendment to Deed of Trust Executed by:. Merlin Entertainments Group U.S. Holdings Inc., a Delaware corporation and Unicredit Bank AG London Branch (formerly Bayerische Hypo-Und Vcreinsbank AG London Branch) Recorded: June 2. 2011 as File No. 2011-0282086. Official Records 32. The terms and provisions contained in the document entitled "Notice of Restriction on Real Property" recorded March 24, 2010 as Instrument No. 2010-0146897 of Official Records. 33. A document subject to all the tenllS, provisions and conditions therein contained. Entitled: Recorded: Permanent Stonnwater Quality Best Management Practice Maintenance Agreement January 12, 2012 as File No. 2012-0019022. Official Records Reference is hereby made to said document for full particulars. 34. A document subject to all the terms, provisions and conditions therein contained. Entitled: Hold Harmless Agreement Drainage Recorded: January 12, 2012 as File No. 2012-0019023. Official Records Reference is hereby made to said document for full particulars. 35. A document subject to all the terms, provisions and conditions therein contained. Entitled: Hold Harmless Agreement Geological Failure Recorded: January 12. 2012 as File No. 2012-0019024, Official Records Reference is hereby made to said documt."llt for full particulars. 36. A document subject to all the terms, provisions and conditions therein contained. Entitled: Notice of Restriction on Real Property Recorded: March 6. 2012 as File No. 2012-01312451 Official Records Reference is hereby made to said document for full particulars. Affects Lot l 8 37. A document subject to all the terms, provisions and conditions therein contained. Entitled: Recorded: Permanent Stonnwater Quality Best Management Practice Maintenance Agreement March 5, 2013 as File No. 2013-01422001 Official Records 38. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To:. San Diego Gas and Electric Company CLTA Preliminary Report Form-Modified (11/17/06) Pagel l PRELIMINARY REPORT YOUR REFERENCE: EXCEPTIONS (Continued) public utilities and ingress and egress Chicago Title Company ORDER NO.: 00096610-993-SO2-CFU Purpose;. Recorded:. November 26, 2014 as Instrument No. 2014-0519247 Official Records Affects:. The exact location and extent of said easement is not disclosed of record First Amendment to Grant of Easement Recording Date: August 03, 2018 Recording No.: 2018-0317883 of Official Records 39. The terms and provisions contained in the document entitled "Permanent stonnwater quality best management practice maintenance agreement" recorded February 23. 2015 as Instrument No. 2015-0078873 Official Records. 40. The terms and provisions contained in the document entitled "Permanent stormwater quality best management practice maintenance agreement" recorded September 23, 2015 as Instrument No. 2015-0500753 Official Records 41. Matters contained in that certain document Entitled: Recording Date: Recording No: Notice of Restriction on Real Property May 03. 2016 2016-0208576 of Official Records Reference is hereby made to said document for full particulars. 42. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Harmless Agreement Drainage October 28, 2016 2016-0583977 of Official Records Reference is hereby made to said document for full particulars. 43. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Harmless Agreement October 28, 2016 2016-0583978 of Official Records Reference is hereby made to said document for full particulars. 44. Matters contained in that certain document Entitled: Recording Date: Recording No: Notice of Restriction on Real Property October 28, 2016 2016-0584717 of Official Records Reference is hereby made to said document for full particulars. 45. Matters contained in that certain document Entitled: Recording Date: Permanent Stonnwater Quality Best Management Practice Maintenance Agreement November 07, 2016 Recording No: 2016-0604 3 10 of Official Records CLT A Preliminary Report Form -Modified ( I 1/17/06) Page 12 PRELIMINARY REPORT YOUR REFERENCE: EXCEPTIONS (Continued) Reference is hereby made to said document for full particulars. 46. Matters contained in that certain document Entitled: Recording Date: Recording No: Notice of Restriction on Real Property November 22, 2016 2016-0641198 of Official Records Reference is hereby made to said document for fu]I particulars. 4 7. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Harmless Agreement Drainage February 15, 2017 2017-0075839 of Official Records Reference is hereby made to said document for full particulars. 48. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Hannless Agreement Drainage February 15, 2017 2017-0075889 of Official Records Reference is hereby made to said document for full particulars. 49. Matters contained in that certain document Chicago Title Company ORDER NO.: 000966I0-993-SO2-CFU Entitled: Recording Date: Permanent Stonnwater Quality Best Management Practice Maintenance Agreement February 15, 2017 Recording No: 2017-075922 of Official Records Reference is hereby made to said document for full particulars. 50. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Hannless Agreement Geological Failure February 15. 2017 2017-0075940 ofOtli.cial Records Reference is hereby made to said document for full particulars. 51. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Harmless Agreement Geological Failure February 15, 2017 2017-075948 of Official Records Reference is hereby made to said document for full particulars. CLTA Preliminary Report Form-Modified (I l/17/06) Page 13 PRELIMINARY REPORT YOUR REFERENCE: 52. Matters contained in that certain document EXCEPTIONS (Continued) Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU Entitled: Recording Date: Permanent Stormwatcr Quality Best Management Practice Maintenance Agreement February 15, 2017 Recording No: 2017-076030 of Official Records Reference is hereby made to said document for full particulars. 53. Matters contained in that certain document Entitled: Recording Date: Recording No: Notice of restriction on Real Property May 01, 2017 2017-0193074 of Official Records Reference is hereby made to said document for full particulars. 54. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Harmless Agreement Drainage June 12, 2017 2017-0261255 of Official Records Reference is hereby made to said document for full particulars. 55. Matters contained in that certain document Entitled: Recording Date: Recordin!! No: Hold Hannless Agreement Geological Failure June 12, 2017 2017-0261256 of Official Records Reference is hereby made to said document for full particulars. 56. Matters contained in that certain document Entitled: Recording Date: Recording No: Notice of Restriction on Real Property July 21, 2017 2017-0330082 of Official Records Reference is hereby made to said document for full particulars. 57. Matters contained in that certain document Entitled: Recording Date: Recordin!! No: Notice of Restriction on Real Property November 077, 2017 2017-0521212 of Official Records Reference is hereby made to said document for full particulars. CLT A Preliminary Report Form -Modified ( I 1/17/06) Page 14 PRELIMINARY REPORT YOUR REFERENCE: EXCEPTIONS (Continued) 58. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Hannless Agreement Drainage November 28, 2017 2017-05 50020 of Official Records Reference is hereby made to said document for full particulars. 59. Matters contained in that certain document Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU Entitled: Recording Date: Permanent Stormwat'-"f Quality Best Management Practice Maintenance Agreement November 28, 2017 Recording No: 2017-0550021 of Official Records Reference is hereby made to said document for full particulars. 60. Matters contained in that certain document Entitled: Recording Date: Recording No: Hold Harmless Agreement Geological Failure November 28, 2017 2017-0550022 of Official Records Reference is hereby made to said document for full particulars. 61. Easement(s) for the purposc(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No: Affects: 62. Intentionally omitted. 63. Intentionally omitted. 64. Intentionally omitted. 65. Intentionally omitted. 66. Intentionally omitted. 67. Intentionally omitted. Carlsbad Municipal Water District public water east-'tllent February 13, 2018 2018-056875 of Official Records Lot 18 68. Water rights, claims or title to water, whether or not disclosed by the public records. 69. Matters which may be disclosed by an inspection and/or by a correct ALTA/NSPS Land Title Survey of said Land that is satisfactory to the Company, and/or by inquiry of the parties in possession thereof 70. Any rights of the parties in possession of a portion of, or all ot: said Land, which rights are not disclosed by the public records. CLT A Preliminary Report Form -Modified ( 11/17/06) Page 15 PRELIMINARY REPORT YOUR REFERENCE: EXCEPTIONS (Continued) Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU The Company will require, for review, a full and complete copy of any unrecorded agreement, contract, license and/or lease, together with all supplements, assignments and amendments thereto, before issuing any policy of title insurance without excepting this item from coverage. The Company reserves the right to except additional items and/or make additional requirements after reviewing said documents. 71. A claim of mechanic's lien or materialman's lien Claimant: Amount: Recording Date: Recording No: Sierra Pacific West, Inc. $178,143.37 October 5, 2018 20 l 8-0416168 of Official Records 72. A claim of mechanic's lien or materialman's lien Claimant: Amount: Recording Date: Recording No: Miller Blades, Inc. $3,925.00 November 16, 2018 2018-0477568 of Official Records 73. A claim of mechanic's lien or materialman's lien Claimant: Amount: Recording Date: Recording No: Cafe Concepts, Inc. $21,952.76 Deet.mbcr 10, 2018 2018-0507055 ofOfficial Records 74. A claim of mechanic's lien or materialman's lien Claimant: Amount: Recording Date: Recording No: Miller Blades, Inc. $3,925.00 February I I, 2019 2019-0047667 of Official Records 75. A claim of mechanic's lien or materialman's Ii.en Claimant: Amount: Recording Date: Recording No: W estem Transportation $56,000.00 March 8, 20 I 9 20 l 9-0084623 of Oflicial Records 76. Matters contained in that certain document Entitled: Dated: Recording Date: Recording No: Hold Harmless Agreement Geological Failure February I, 2019 March ll, 2019 2019-0086156 of Official Records Reference is hereby made to said document for full particulars. CLT A Preliminary Report Form -Modified (11/17/06) Page 16 PRELIMINARY REPORT YOUR REFERENCE: EXCEPTIONS (Continued) 77. Matters contained in that certain document Entitled: Dated: Recording Date: Recording No: Hold Harmless Agreement Drainage February I, 20 I 9 March 11,2019 2019-0086157 of Ofticial Records Reference is hereby made to said document for full particulars. 78. Matters contained in that certain document Entitled: Recording Date: Recording No: Notice of Restriction on Real Property April 23, 20l9 2019-0147293 of Official Records Reference is hereby made to said document for full particulars. 79. A claim of mechanic's lien or materialman's lien Claimant: Amount: Recording Date: Recording No: Miller Blades, Inc. $4,065.00 May 10, 2019 2019-0176108 of Oflicial Records 80. Matters contained in that certain document Entitled: Recording Date: Recording No: Notice of Restriction of Real Property June 10, 2019 2019-0223088 of Official Records Reference is hereby made to said document for full particulars. 81. A claim of mechanic's lien or materialman's lien Claimant: Amount: Recording Date: Recording No: Sierra Pacific West, Inc. $178,143.37 June 21, 2019 2019-0244806, of Official Records Chicago Title Company ORDER NO.: 000966l0-993-SD2-CFU PLEASE REFER TO THE "INFORMATIONAL NOTES" AND "REQUIREMENTS" SECTIONS WHICH FOLLOW FOR INFORMATION NECESSARY TO COMPLETE THIS TRANSACTION. END OF EXCEPTIONS CLTA Preliminary Report Form -Modified (I 1/17/06) Page 17 PRELIMINARY REPORT YOUR REFERENCE: REQUIREMENTS SECTION Chicago Title Company ORDER NO.: 000966l0-993-SD2-CFU l. Before issuing its policy of title insurance, the Company will require evidence, satisfactory to the Company, that Corporation name: MERLIN ENTERTAINMENTS GROUP U. S. HOLDINGS INC., a Delaware corporation a) is validly forn1ed on the date when the documents in this transaction are to be signed; b) is in good standing and authorized to do business in the state or cou11try where the corporation was formed; and c) has complied with the "doing business" laws of the State of California. END Of' REQUIREMENTS CLTA Preliminary Report Form-Modified (11/17/06) Page 18 PRELIMINARY REPORT YOUR REFERENCE: INFORMATIONAL NOTES SECTION Chicago Title Company ORDER NO.: 00096610-993-SD2-CFU 1. Note: Property taxes, including any personal property taxes and any assessments collected with taxes, are paid. For proration purposes the amounts were: Tax Identification No.: Fiscal Y car: 1st Installment: 2nd Installment: Exemption: Code Area: 211-100-09-00 2017-2018 $1,082,780.26 $1,082,780.26 None 09176 2. None of the items shown in this report will cause the Company to decline to attach ALTA EndorSt-ment Form 9 to an Extended Coverage Loan Policy, when issued. 3. The Company is not aware of any matters which would cause it to decline to attach CLTA Endorsement Form 116 indicating that there is located on said Land Commercial properties, known as l Legoland Drive, located within the city of Carlsbad, California,, to an Extended Coverage Loan Policy. 4. Note: The policy of title insurance will include an arbitration provision. The Company or the insured may demand arbitration. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the insured arising out of or relating to this policy, any service of the Company in connection with its issuance or the breach of a policy provision or other obligation. Please ask your escrow or title officer for a sample copy of the policy to be issued if you wish to review the arbitration provisions and any other provisions pertaining to your Title Insurance coverage. 5. Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. 6. Pursuant to Government Code Section 27388.1, as amended and effective as of 1-1-2018, a Documentary Transfer Tax (DTT) Affidavit may be required to be completed and submitted with each document when OTT is being paid or when an exemption is being claimed from paying the tax. If a governmental agency is a party to the document, the fom1 will not be required. DTT Affidavits may be available at a Tax Assessor-County Clerk-Recorder. 7. Due to the special requirements of SB 50 (California Public Resources Code Section 8560 et seq.), any transaction that includes the conveyance of title by an agency of the United States must be approved in advance by the Company's State Counsel, Regional Counsel, or one of their designees. END OF INFORMATIONAL NOTES Ken Cyr & Mark Franklin/rp CL TA Preliminary Report Form -Modified (11/ I 7 /06) Page 19 Inquire before you wire! Wire Fraud Alert This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategics are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWA VS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the phone number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also. change your password often and do NOT reuse the same password for other online accounts. • USE MUL Tl-FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire-fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http://www.fbi.gov Internet Crime Complaint Center: l1ttp:/lwww.id.gov Wire Fraud Alert Page I Original Effective Date: 5/11f2017 Current Version Date: 5/11/2017 WIREOOl6 (DSJ Rev. 12107/17) TAI and© Fidelity National Financial, Inc. and/or an affiliate. All righ1s reserved FIDELITY NATIONAL FINANCIAL, INC. PRIVACY NOTICE Effective January I, 2020 Fidelity National Financial, fnc. and its majority-owned subsidiary companies (collectively, "FNF," "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal infonnation, when and to whom we disclose such information, and the choices you have about the use and disclosure of that infom1ation. A limited number of FNF subsidiaries have their own privacy notices. If a subsidiary has its own privacy notice, the privacy notice will be available on the subsidiary's website and this Privacy Notice does not apply. Collection of Personal Information FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g. Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g. loan or bank account information); and • other personal information necessary to provide products or services to you. 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All Rights Reserved Page I Order No. 00096610-993-SD2-CFU • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to joinUy market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good-faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. 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For Vermont Residents: We will not disclose information about your creditworthiness to our affiliates and will not disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are not intended or designed to attract persons under the age of eighteen (18).We do not collect Personal Information from any person that we know to be under the age of thirteen ( 13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgage Loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except as required or authorized by contract with the mortgage loan servicer or lender, or as required by law or in the good-faith belief that such disclosure is necessary: to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Your Consent To This Privacy Notice; Notice Changes: Use of Comments or Feedback By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The Privacy Notice's effective date will show the FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1. 2017 MISC02 l 9 (OSI Rev. 3/2/17) Copyright t) 2017. Fidelity National Financial, lnc. All Rights Reserved Page 2 Order No. 00096610-993-SO2-CFU -- last date changes were made. If you provide information to us following any change of the Privacy Notice, that signifies your assent to and acceptance of the changes to the Privacy Notice. We may use comments or feedback that you submit to us in any manner without notice or compensation to you. Accessing and Correcting Information; Contact Us If you have questions, would like to correct your Personal Information, or want to opt-out of information sharing for affiliate marketing, send your requests to privacy@fnf.com, by phone to (888) 934-3354, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, Florida 32204 Attn: Chief Privacy Officer FNF Privacy Statement (Eff. 5/1/2015) Last Updated March I. 2017 MISC0219 (OSI Rev. 3/2/17) Copyright\!:) 2017. Fidelity National Financial, Inc. Alt Rights Reserved Page 3 Order No. 00096610-993-SD2-CFU Notice of Available Discounts Pursuant to Section 2355.3 in Title lO of the California Code of Regulations Fidelity National Financial, Inc. and its subsidiaries ("FNF") must deliver a notice of each discount available under our current rate filing along with the delivery of escrow instructions, a preliminary report or commitment. Please be aware that the provision of this notice does not constitute a waiver of the consumer's right to be charged the field rate. As such, your transaction may not qualify for t11e below discounts. You are encouraged to discuss the applicability of one or more of the below discounts with a Company representative. These discounts are generally described below; consult the rate manual for a full description of the tenns, conditions and requirements for each discount. These discounts only apply to transaction involving services rendered by the FNF Family of Companies. This notice only applies to transactions involving property improved with a one-to-four fan1ily residential dwelling. FNF Underwritten Title Company CTC -Chicago Title Company Available Discounts FNF Underwriter CTIC -Chicago Title Insurance Company CREDIT f'OR PRELIMINARY Rl<:PORTS AND/OR COMMITMENTS ON SUBSEQUENT POUCIES (CTIC) Where no major change in the title has occurred since the issuance of the original report or commitment, the order may be reopened wiiliin 12 months and all or a portion of the charge previously paid for the report or commitment may be credited on a subsequent policy charge within the following time period from the date of the report. DISASTER LOANS (CTIC) The charge for a lender's Policy (Standard or Extended coverage) covering the financing or refinancing by an owner of record, wiiliin 24 months of the date of a declaration of a disaster area by the government of the United States or the State of California on any land located in said area, which was partially or totally destroyed in the disaster, will be 50% of the appropriate title insurance rate. CHURCHES OR CHARITABLE NON-PROFIT ORGANIZATIONS (CTIC) On properties used as a church or for charitable purposes within the scope of the normal activities of such entities, provided said charge is normally the church's obligation the charge for an owner's policy shall be 50% to 70% of the appropriate title insurance rate, depending on the type of coverage selected. The charge for a lender's policy shall be 40% to 50% of the appropriate title insurance rate, depending on the type of covemge selected. EMPLOYEE RATE (CTC and CTIC) No charge shall be made to employees (including employees on approved retirement) of the Company or its underwritten, subsidiary title companies for policies or escrow services in connection wit11 financing, refinancing, sale or purchase of the employees' bona fide home property. Waiver of such charges is authorized only in connection with those costs which the employee would be obligated to pay, by established custom, as a party to the transaction. CA Discount Notice Effective Date: 1-10-2010 ATTACH.MENTONE CALffORNIA LANI> TITLE ASSOCIATION STANDARD COVERAGE POLICY -1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building or zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating (i) the occupancy, use. or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien, or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) whether or not recorded in the public records at Date of Policy, but created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with the applicable doing business Jaws of the state in which the land is situated. 5. Invalidity or unenforceahility of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon ttslll)' or any consumer credit protection or truth in lending law. 6. Any claim, which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankmptcy, state insolvency or similar creditors' rights Jaws. EX{'.EPTlONS J<'ROM. COVERAGE -SCHEDULE B, PART I TI1is policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: I. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proce1..-dings by a public agent-y which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public record~ but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances. or claims thereof, not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights. claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public reco.rds. 6. Any lien or right to a lien for services, labor or material not shown by die public records. CLTA 1-IOMEOWNER'S POLICY OF TITLE INSURANCE (12-02-13) ALT A HOMEOWNER'S POLICY OF TITLE INSURANCE EXCLUSIONS In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: l. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; c. land use; d. improvements on the Land; e. land division; and f. environmental protection. This Exclusion docs not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage desc.ribed in Covered Risk 17. 4. Risk.~; a. that are created, allowed, or ahrrced to by You, whether or not they are recorded in the Public Records; b. that arc Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; Attachment One (6-5-14) CA & NV c. that result in no loss to Y cm: or d. that first occur after the Policy Date -this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage dcscrib1.>d in Covered Risk 11 or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors' rights laws. 8. Contamination, explosion, fire, flooding, vibration, fracturing, earthquake, or subsidence. 9. Negligence by a perso11 or an Entity exercis.ing a right to extract or develop minerals, water, or any other substances. LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: • For Covered Risk 16, 18. 19, and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. TI1e deductible amounts and maximum dollar limits shown on Schedule A are as follows: Covered Risk 16: Covered Risk 18: Covered Risk 19: Covered Risk 21: Your Deductible Amount l.00% % of Policy Amount Shov.n in Schedule A or $2,500.00 (whichever is less) 1.00% % of Policy Amount Shown in Schedule A or $5,000.00 (whichever is less) 1.00% of Policy Amount Shown in Schedule A or $5,000.00 (whichever is less) 1.00% of Policy Amount Shown in Schedule A or $2,500.00 (whichever is less) 2006 ALTA LOAN .POLICY (06-17-06) EXCLUSIONS FROM COVERAGE Our Max.imum Dollar Limit of Liability S 10,000.00 $25,000.00 S 25,000.00 $5,000.00 The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: l. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any govenunental police power. TI1is Exclusion l (b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or a1:,,reed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Knov.11 to tJ1e Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13 or 14); or ( c) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim, by reason of the operation of federal bankruplL)'. state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk I 3(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage pro"idcd under Covered Risk l l(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE (Except as provided in Schedule B -Pait II.( t(or T)his policy docs not insure against loss or damage, and the Company will not pay costs. attorneys' fees or expenses, that arise by reason of: Attachment One (6-5-14) CA & NV (PART l (The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: 1. (a) Taxes or assessments that arc not shown as existing liens by the records of any tax.ing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b ), or ( c) are shown by the Public Records. 6. Any lien or right to a lien for services, labor or material not shown by the Public Records. PARTH ln addition to the matters set forth in Part l of this Schedule, the Title is subject to the following matters, and the Company insures against loss or damage sustained in the event that they are not subordinate to the lien of the Insured Mortgage:) 2006 ALTA OWNER'S POUCY (06-17-06) EXCLUSIONS J<'ROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: I. (a) Any law, ordinance, pem1it, or governmental regulation (including those relating to building and zoning) restricting. regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Ally govermnental police power. This Exclusion I (b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens. encumbrances, adverse claims, or other matters (a) created, suffered, a~sumcd, or agreed to by the Insured Claimant; (b) not Kno'\-\11 to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; ( c) resulting in no loss or damage to the Insured Claimant~ (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or (c) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Ally claim, by reason of the operation of federal bankrnptcy, state insolvency, or similar creditors' rights laws. that the transaction vesting the Title as shown in Schedule A, is {a) a fraudulent conveyance or fraudulent transfer; or (b) a preferential transfer for any reaIDn not stated in Covered Risk 9 of this policy. 5. Ally lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shoV\.'ll in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage. and the Company will not pay costs, attorneys' fees or expenses. that arise by reason of: (TI1e above policy fonn may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: I. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proct.-cdings. whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown in the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encwnbrances, or claims thereof. not shown by the Public Records. 4. Any encroachment., encumbrance, "iolation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and that arc not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 6. Any lien or right to a lien for services, labor or material not shown by the Public Records. 7. (Variable exceptions such as taxes, easements, CC&R's, etc. shown here.) Attachment One (6-5-14) CA & NV ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (12-02-13) EXCLUSIONS l<'ROM COVERAGE The following matters arc expressly excluck-d from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: l. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any 'llfolation of these laws, ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16. (b) Any governmental police power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 5. 6. 13(c), 13(d), 14or 16. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed. or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed .in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; ( c) resulting in no loss or damage to the Insured Claimant; ( d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27 or 28); or ( e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the tmnsaction evidenced by the Insured Mortgage and is based upon usury, or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the covcmge provided in Covered Risk 26. 6, Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestce shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11. 7. Any lien on the Title for real estate ta.ices or assessment'> imposed by governmental authority and created or attaching subsequent to Date of Policy. This Exclusion does not modify or limit the coverage provided in Covered Risk I l(b) or 25. 8. The failure of the residential ~1ructure, or any portion of it, to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6. 9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' .rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 27(b) of this policy. 10. Contamination, explosion. fire, flooding, vibration, fracturing. earthquake, or subsidence. l l. Negligence by a person or an Entity exercising a right to extract or develop minerals, water, or any other substances. Attachment One (6-5-14) CA & NV m 0 1 I __ _ , ~' < ( O -- - - - -' ! ' - , - -- -- - - > ; 1-1 100 £ : .. , , , , , , , ; @ n 7 ~ N ~ z :: : , I u z < a:: Cl < ID (/ ) ... J a: < u 0) 0 I v 0) f-g 0 < ID ~ a: < u I a, - on ,t l " l n' ° -- CL ( / ) <o ~a : Th i s ma p / p l a t is be i n g fu m is h &d .u an aid in !C t U t m o th e he r e i r . de s c r ibe d La n d ln re t e u o ~ · to 1d J 0 t r i : O g str e " e t s ~· na t u r a f bo 1 m d a r i e - s an u ot h e r I.i n d , an d ,s rto 1 a su i v ey of tf' t e lan d d4 3 P i c t e d ··· · · 1 Ex c e s x to tti e •x t e n t • po l i c y of ti1 f e in s u r a n c e ts ex p i e n ly ~1 l r i - K oy er. C o t H m e n t ; If an y , 1tl e C-o m p 1 1 n y CC > f f rio 1 . in su re d!me n s i c r . s , dis t ar r t . ' 8 , !o c a l i c r . or ea w m e - n t s , ~e e s ; e or eth e r __ _ _ _ _ _ ... . . . . . . . . . . . . . . . . . . . .... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ma t t e r & gtt c , , . , . , n th . e r , o n . __ Ord e r · 06 f H O Pa g e l or 1 RG 1 1 U t S l e d By : J.st e v e n s ◊ r t , Pl' t n t e d : 9/5 r . W 1 8 i 07 AM Do c SO A : l t ! - 1 0