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Home My WebLink About1 LEGOLAND DR; ; CB090257; Permit04-22-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090257 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: LEGOLAND CALIFORNIA L L C <LF> PLAY U S ACQUISI C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS TX 75354 1 LEGOLAND DR CBAD COMMIND Sub Type: COMM 2111000900 Lot#: 0 Status: ISSUED $250,000.00 Construction Type: 5B Applied: 02/17/2009 Reference #: Entered By: RMA LEGOLAND-DUNE RAIDER SLIDE® Plan Approved: 04/22/2009 LOST KINGDOM AREA - FOUNDATION, SITE WORK & ELECTRIC Issued: 04/22/2009 Inspect Area: PD Plan Check#: Owner: LEGOLAND CALIFORNIA L L C <LF> PLAY U S ACQUISI C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS TX 75354 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $1,191.93 Meter Size $0.00 Add'l Reel. Water Con. Fee $774.75 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $52.50 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $8.00 HMP Fee TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,027.18 Total Fees:$2,027.18 Total Payments To Date:$2,027.18 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: Y> '2 ^ ' ®Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 ~ 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 iadca.gov JOB ADDRESS SUITE#/SPACE#/UNIT# CT/PROJECT #PHASE # IT OF UNITS I # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area<! SUPC EXISTING USE FIREPLACE YES D # NCtrf ADDRESS ADDRES /?/*—iw ST'TE CITY PHONE FAX EMAIL EMAIL PROPERTY OWNER NAME ADDRESS CONTRACTOR BUS. NAME ADDRESS CITY e-AATE CITY STATE ZIP PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC.#CLASS CITY BUS. LIC.# (Sec 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that tie islicensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt there from, and the basis for the alleged exemption. Any violation ofSection 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {S500}|. Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: d I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. LTI I have and will maintain workers' compensation, as required by Section 3700 ol the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. _ : _ Policy No. _ Expiration Date _ This section need not be completed if the permit is for one hundred dollars ($100) or less. Hi Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (4100.000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE DATE / hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve tor the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement, n Yes D No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): -€S"PROPERTY OWNER SIGNATURE Is the applicant or future building occupant required to submit a business riar>acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-tanner Hazardous Substance Account Act? D Yes ^v^° Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air jjuality management district? CJ Yes Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O Yes ~Xl No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or iftie pjiilding qfvfrk authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ^APPLICANT'S SIGNATURE Inspection List Permit*: CB090257 Type: COMMIND COMM LEGOLAND-DUNE RAIDER SLIDE @ LOST KINGDOM AREA - FOUNDATION, SI Date Inspection Item Inspector Act Comments 06/24/2009 89 Final Combo PD AP 05/04/2009 11 Ftg/Foundation/Piers PD AP Wednesday, June 24, 2009 Page 1 of 1 CITY OF CARLSBAD Unscheduled Building Inspection Building Department 1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 DATE:INSPECTOR: PERMIT #:CONTACT: PHONE #: JOB ADDRESS: DESCRIPTION: CODE DESCRIPTION ACT COMMENTS Bldg Inspection Form Page 1 of 1 Rev. 06/09 EsGil Corporation In Partnership with (government for (Building Safety DATE: March 26, 2009 ^APPLICANT Q JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 09-257 SET: II PROJECT ADDRESS: 1 Legoland Dr. PROJECT NAME: Lego Land XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: same? Mail Telephone Fax In Person REMARKS: Dry Play Slide Attraction (Dune Raider). By: Eric Jensen Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/23/09 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with government for <Buiftfing Safety DATE: February 27, 2009 O^APPLjCANT JURISDICTION: Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: 09-257 SET: I PROJECT ADDRESS: 1 Legoland Dr. PROJECT NAME: Lego Land The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Richard Apel 571-B Hygeia Ave." Encinitas, CA 92024 Also faxed to Chris Romero 760-918-5469 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Richard Apel lv •<•-•) Telephone #: 760-943-0760 Date contacted: ?' 2./ o i (by; ^ ) Fax #: same? Mail --Telephone ^ Fax In Person REMARKS: Dry Play Slide Attraction (Dune Raider). By: Kurt Culver Enclosures: Esgil Corporation D GA D MB D EJ D PC 2/20/09 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 09-257 February 27, 2O09 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 09-257 JURISDICTION: Carlsbad OCCUPANCY: A-5 USE: Amusement REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 2/20/09 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Kurt Culver COMPLETED: February 27, 2009 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on th« 2007 CBC, which adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad O9-257 February 27, 2O09 1. Each sheet of the architectural plans must be signed by a licensed Architect (a Landscape Architect is not allowed), per State law. 2. See below for electrical items. 3. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. ELECTRICAL CORRECTIONS PLAN REVIEWER: Doug Moody 1. Each sheet of the plans must be signed by the person responsible for their preparation. Business and Professions Code. 2. Please note in the general wiring notes on the plans "AC Cable is not allowed in A occupancies. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". 3. Please provide all of the keynotes for sheet E2.1 clarifying the single line. 4. Please complete sheet E1.3 to indicate the conduit size, number of and size of conductors and voltage of toe new circuits. 5. Please indicate the lighting fixtures that are part of the emergency egress lighting system and indicate if they are being altered? Note: If you have any questions regarding this Electrical plan review list please contact Doug Moody at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad O9-257 February 27, 2009 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: O9-257 DATE: February 27, 2O09PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Legoland Dr. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION Amusement Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rlrfn Pprmif- FPP hv Orriina AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance nrp ^ i Reg. Mod. VALUE ($) 250,000 250,000 $1,100.25 Plan Check Fee by Ordinance T \ Type of Review: 0 Complete Review I I Repetitive Fee~^] Repeats D Other r—| Hourly EsGil Fee D Structural Only Hr. $715.16 $616.14 Comments: Sheet 1 of 1 macvalue.doc + BUILDING PLANCHECK CHECKLIST DATE: BUILDING ADDRESS:f PLANCHECK NO.: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: Z// - /0~L> - &' ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: EST. VALUE: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: Date: Date: FOR OFFICIAL USE ONLY ING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: »—-••" ATTACHMENTS D Dedication Application 0 Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application g Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet Name: ENGINEERING DEPT. CONTACT PERSON Frank Jimeno City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2758 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: F:\Checklists\BUILDING PLANCHECK CKLST FORM.doc .. ST pND BUILDING PLANCHECK CHECKLIST SITE PLAN C] 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service D D 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. \±3 D D 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:\Checklists\BUILDING PLANCHECK CKLST FOHM.doc BUILDING PLANCHECK CHECKLIST 1ST 2ND , 3RD DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No._ EH EH 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS EH EH 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Vz x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\Checklists\BUILDING PLANCHECK CKLST FOHM.doc ..si BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: D D 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: CD 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). CH 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: D D 7c. Graded Pad Certification required^ (Note: Pad certification may be required even if a grading permit is not required.) F:\Checklists\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 1SV 2ND 3RD D D 7d .No Grading Permit required. D D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D 9- INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by e City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. Q Required fees are attached s&/''/ '"' ' • ^ ^ ~ Q No fees required WATER METER REVIEW L~H d 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. F:\Checklists\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST ,ST ,ND •jRD D D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:\Checklisls\BUILDING PLANCHECK CKLST FORM.doc .. ST pND oRD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) 1 . Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. Additional Comments: F:\Checklists\BUILDING PLANCHECK CKLST FORM.doc Storm Water Compliance Exemption Form I am applying to the City of Carlsbad for the following type(s) of construction permit: Right-of-Way PermitBuilding Permit CUMy project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* Wo Threat Assessment Criteria \ | My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteria [~~| My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2. - Moderate Threat Assessment Criteria My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 • Significant Threat Assessment Criteria [~~] My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or | | My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, | | My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). / certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or highte Construction SWPPP Tier Level is warranted. Project Address:Assessor Parcel No. Owner/Owner's Authori Owner/Owner's Authorized Agent Signature: City Concurrence: a YES a NO By:Date: Title Date: J n n n n PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB09-0257 Address 1 Lego Land Drive Planner Van Lynch Phone (760) 602- 4613 APN: 211-100-09-00 Type of Project & Use: Slide/theme park Net Project Density :n/a_DU/AC_ Zoning: CT-Q General Plan: T-R Facilities Management Zone: 13 CFD (in/out) #_Date of participation.^ 1 /21 /93 Remaining net dev acres:0 Circle One (For non-residential development: Type of land used created by this permit: other comm. Not listed above) Legend: ^ Item Complete I I Item Incomplete - Needs your action Environmental Review Required: YES O NO Kl TYPE Prior compliance with EIR 94-01 DATE OF COMPLETION: _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: n/a Discretionary Action Required: YES £3 NO Q TYPE SDP/CDP amendment APPROVAL/RESO. NO. 6545/6546 DATE PROJECT NO. 96-14(D)/96-16(D) OTHER RELATED CASES: SP 207 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Subject to approval of SDP/CDP scheduled for March 18, 2009/Mylar site plan Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES [x] NO |~| CA Coastal Commission Authority? YES f~| NO IXI If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): CDP required Habitat Management Plan Data Entry Completed? YES Q NO ^ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES D NO £3 (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, er.ter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: El D D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines D D 1 • Applicability: YES D NO IE! n D 2. Project complies: YES D NOQ Zoning: 1. Setbacks: OK per site Development Plan Front: Required _ Shown Interior Side: Required _ Shown Street Side: Required _ Shown Rear: Required _ Shown Top of slope: Required _ Shown 2. Accessory structure setbacks: n/a Front: Interior Side: Street Side: Rear: Structure separation: Required Required Required Required Required Shown Shown Shown Shown Shown n n 3. Lot Coverage:Required Shown D 4. Height:Required <45' Shown 30 feet D 5. Parking:Spaces Required Shown Inner park development, no change (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments Subject to approval of and conditions of SDP/CDP - mylar site plan OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER \)-L- DATE H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department P' n°- DEPT COPY Plan Review Requirements Category: COMMIND , COMM Date of Report: 04-15-2009 Reviewed by: Name: LEGOLAND CALIFORNIA L L C <LF> PLAY U S ACQUISI Address: C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS TX 75354 Permit #: CB090257 Job Name: LEGOLAND-DUNE RAIDER SLIDE® Job Address: 1 LEGOLAND DR CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003340 [NOT MET] Please revise the square footage of the proposed structure. The fire marshal has reviewed the written proposal submitted for an exemption of the second exit; however, the fire marshal has determined that a second exit shall be required for the given square footage for the raised platform. Please provide an emergency egress plan incorporating the second exit. Provide note on site plan that there will be no storage beneath the slide structure. Entry: 04/15/2009 By: DF Action: CO n , K A ir n . , BLDG. DEPT COPYCarlsbad Fire Department Plan Review Requirements Category: COMMIND , COMM Date of Report: 03-09-2009 Reviewed by: Name: LEGOLAND CALIFORNIA L L C <LF> PLAY U S ACQUISI Address: C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS TX 75354 Permit #: CB090257 Job Name: LEGOLAND-NEW PLAY SLIDE @ LOST Job Address: 1 LEGOLAND DR CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003340 [NOT MET] Please provide occupant load for the raised platform area and stairs. Provide an emergency escape plan. Provide the location of the existing fire hydrant(s) on the site plan. Please indicate the fire department access on the site plan. Entry: 03/09/2009 By: DF Action: CO + 17609185469 LEGOLAND California M 01:16:06 p.m. 04-21-2009 2/2 LEGOLAND CALIFORNIA RESORT One LEGOLAND Drive Carlsbad. CA 92008 TEL (760) 918-LEGO FAX (760) 918-5459 WEB www.LEGOLAND.com LEGOLAND CALIFORNIA REJORT April 21,2009 Mr. Mike Peterson Building Department City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 Subject: CB090257 - New LEGOLAND Dry Play Slide Attraction Dear Mr. Peterson, The Carlsbad Fire Department has informed us that a second stairway is required for this attraction in order to provide a secondary means of egress from the upper level. LEGOLAND will provide the secondary stairway and resubmit the associated plan revisions to the City for plan check and approval. Due to the length of time necessary for the resubmittal and processing of this revision, and the time constraint we are under to begin construction, we would like to request that the Building Department release the building permit at this time with our agreement to process the plan revisions to add the stairway. It is our understanding that final inspection of the attraction will be withheld by the City until such time as the stairway plan revisions are approved by the City. Thank you Chris Romero Director of Maintenance LEGOLAND California One LEGOLAND Drive Carlsbad, California 92008 Phone 760 918 5460 Fax 760 918 5469 CC: Richard Apel HGOLAND CALIFORNIA RESORT I!. A PART Of THE MERLIN IN If RIAINMI:NrS GROUP AMERLIN + 17609185469 LEGOLAND California M 09:21:59 a.m. 04-02-2009 /3 FAX to Company (\v4-vy o FAX from Name __ ( LEGO Company Legoland California Department Maintenance ax Telephone Page copy to / Hn^ LECOLAND California Inc. One LEGOLAND Drive Carlsbad, CA 92008 USA Tel: (760) 918-5300, Fax: (760) 918-5459 04139-1 + 17609185469 LEGOLAND California M 09:22:07 a.m. 04-02-2009 2/3 LEGOLAND LEGOLAND CALIFORMA RESORT One LEGOLAND Drive Carlsbad. CA 92008 TEL (760) 918-LEGO FAX (760) 918-5459 WEB www.LEGOLAND.com To: Mr. Dominic Fieri 04/02/2009 City of Carlsbad Fire Department 1635 Faraday Ave Carlsbad, Ca 92008 Re: Method Statement for Slide Attraction at LEGOLAND California Permit # CB 090257 Dear Sir: 1 am writing you to clarify the potential capacity of the top deck for the slide attraction and explain how the attraction will be operated. There are six slides on the attraction that will be used on a regular basis. Additionally, there are two spiral slides on the north side of the structure that will be used intermittently. The six main slides for the attraction will require the use of sliding mats which the guests must pick up down in the queue at ground level and bring them up with them. If a guest forgets to pick up a mat on their way up, they will not be able to use the main slide and will be directed over to the spiral slides. The number of guests on the top deck of the attraction will be strictly regulated. There will never be more than twelve guests on the top deck of the attraction at any given time. Six of the guests will be sitting at the top of each slide lane ready to slide down the main slides. The other six guests will be standing behind them ready to fill in the lanes after the first guests have departed the dispatch area. An operator will be posted at the top of the stairs preventing additional guests from entering the top deck. This operator's sole purpose is to control the amount of guests on the top deck of the structure. The operator will monitor the deck and instruct the guests on the use of the slide lanes. Another operator will be on the deck controlling the release of the guests down the slide lanes. He will make sure the run out area is clear before allowing another group of six guests to stage in the dispatch area of the slide lanes. Including the two operators, there will be fourteen people on the top deck of the attraction. No more will be allowed due to the fact that the operators will have a difficult time controlling the guest in greater numbers. We must prevent a "free for all" situation when the attraction is operating to reduce the risk of collisions at the bottom of the slide. XMERLIN + 17609185469 LEGOLAND California M 09:22:21 a.m. 04-02-2009 3/3 LEGOLAND LEGOLAND CALIFORNIA RESORT One LEGOLANO Drive Carlsbad, CA 92008 TEL (760) 918-LEGO FAX (760) 918-5459 WEB wwwLEGOLAND.com 04/02/2009 Also, I would also like to make it clear that LEGOLAND will not use the area beneath the slide structure for storage without applying for the appropriate approvals to do so from the city building and the fire departments. I hope this helps to clarify some of the questions regarding the use of the slide and will eliminate the requirement for a second exit from the top deck of the structure. If you have any additional questions, or require any additional information, feel free to contact me. Thank you Chris Romero Director of Maintenance LEGOLAND California One LEGOLAND Drive Carlsbad, California 92008 Phone 760 918 5460 Fax 760 918 5469 CC: Mike Peterson, City of Carlsbad. X MERLIN Raenette Abbey From: Richard Apel [rwapel2@cox.net] Sent: Thursday, March 26, 2009 1:28 PM To: Raenette Abbey Cc: Van Lynch Subject: Re: School Form - CB090257 Raenette: Sorry to bug you more about this, but the s.f. on the form is incorrect. Not sure where 6,145 came from, but I put on the cover sheet of the plans that the s.f. is 217,726 s.f. That is in square inches (my error). I will correct the plans by hand when they come back from plan check. The correct s.f. is as follows: Ground level = 1,512 s.f. Second level = 381 s.f. Total floor area = 1,893 s.f. Can you update the form an send it again? Thanks, Richard Apel, ASLA R. W. Apel Landscape Architects, Inc. 571-B Hygeia Avenue Leucadia, CA 92024 tel & fax: (760) 943-0760 cell: (760) 807-6564 email: rwapel2@cox.net CA license 2825 — Original Message — From: Raenette Abbey To: rwapel2@cox.net Sent: Thursday, March 26, 2009 8:28 AM Subject: FW: School Form You are correct. I'm sorry that the copy I sent you was not signed. Attached is a signed School Fee Form. From: Richard Apel [mailto:rwapel2@cox.net] Sent: Wednesday, March 25, 2009 9:06 PM To: Raenette Abbey Subject: Re: Legoland Slide SDP Conditions of Approval Raenette: Thank you for the form. Does the City need to sign this form before I take it to the school district? Is there a fee, or does the school district make that determination? Thanks, City of Carlsbad Community Development CO W/l PLANNING & ENGINEERING PLAN CHECK COMMENTS Enclosed is a copy of the Planning Department and/or Engineering Department checklist(s) for your project. Please note the indicated corrections that will need to be made before issuance of the permit. For your convenience, contact information is shown on each department's comment sheet. If you have any questions or comments, please contact the appropriate department. Submit any revised plans/documents to the Building Department. 1635 Faraday Ave. / Carlsbad, CA 92008 / www.carlsbadca.gov O <J O c c c ai 5. Z D D nn n D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB09-0257 Address 1 Lego Land Drive Planner Van Lynch Phone (760) 602- 4613 APN: 211-100-09-00 Type of Project & Use: Slide/theme park Net Project Density:n/a DU/AC Zoning: CT-Q General Plan: T-R Facilities Management Zone: 1_3_ CFD (in/out) #_Date of participation:21121 /93 Remaining net dev acres:0 Circle One (For non-residential development: Type of land used created by this permit: other comm. Not listed above) Legend: £3 Item Complete Environmental Review Required: DATE OF COMPLETION: _ Item Incomplete - Needs your action YES Q NO |^ TYPE Prior compliance with EIR 94-01 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: n/a Discretionary Action Required: YES ^ NO D TYPE SDP/CDP amendment APPRO VAL/RESO. NO. 6545/6546 DATE _ PROJECT NO. 96-14(D)/96-16(D) OTHER RELATED CASES: SP 207 Compliance with conditions or approval? If not, state conditions which Conditions of Approval: Subject to approval of SDP/CDP scheduled for site plan re action. arch 18. 2009/M)/lar Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES E<3 NO [~l CA Coastal Commission Authority? YES Q NO 13 If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): CDP required Habitat Management Plan Data Entry Completed? YES Q NO ^ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES [H NO [X] (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES Q NO Q (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: K D D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. n n n n n n n n n n n n n n Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES Q NO g| 2. Project complies: YES [U NOQ Zoning: 1. Setbacks: OK per site 0evetepm&nt Plan Front: Required Interior Side: Required Street Side: Required Rear: Required Top of slope: Required Shown Shown Shown Shown Shown 2. Accessory structure setbacks: n/a Front: Interior Side: Street Side: Rear: Structure separation: Required Required Required Required Required Shown Shown Shown Shown Shown 3. Lot Coverage: 4. Height: Required Shown Required <45' Shown 30 feet 5. Parking: Spaces Required Shown Inner park development, no change (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments Subject to approval of and conditions of SDP/CDP - mylar site plan DATEOK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 BUILDING PLANCHECK CHECKLIST /2 ~ / DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: ^ ASSESSOR'S PARCEL NUMBER: £// - PLANCHECK NO.: CB<£>?~ ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with. applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: EST. VALUE: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By:Date: ATTACHMENTS D Dedication Application 0 Dedication Checklist U Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: Frank Jimeno City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2758 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: F:\ClwcUMi\BUILDINQ PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST SITE PLAN ST 0ND «RD£. <J D D 1 • Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service El D \3[ CD D 2. Show dW^IM plan: A. Drainage Patterns 1 . Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. C] 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:\ChKUIMflUILDINQ PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. Q D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D D 5. Dedication for all street Rjghts-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 W x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittaj checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS Q 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\ChtcUMtfBUILOINQ PLANCHECK CKLST FORM .doc .. ST BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: CU D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: H] D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code, /$& CH CH 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: D 7c. Graded Pad Certification required)* (Note: Pad certification may be required even if a grading permit is not required.)\ / / Tr""// F:\ClwcUIU\BUILOING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 1SV 2ND 3RD EJ D Q 7d .No Grading Permit required, n D D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS /E$7 D D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D 9- INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: D D 10.NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. D D 11. Q Required fees are attached Q No fees required WATER METER REVIEW D D 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. F:\ChKUIMNBUIU3ING PLANCHECK CKLST FORM.doc r- Rn. 7/14/00 . ST RD D BUILDING PLANCHECK CHECKLIST If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: C STA1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:\CtwcHUWBUILOINQ PLANCHECK CKLST FOHM.doc ST BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 3 n 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D 13. Additional Comments; TD ^f Ac^vp THIS- - 9-60 FAChKKMABUILDINQ PLANCHECK CKLST FORM.doc STORM WATER POLLUTION PREVENTION PLAN TIER LEVEL 2 Project: LEGOLAND LAND OF ADVENTURE DRY PLAY SLIDE ATTRACTION Project Location: Legoland California, Inc. 1 Legoland Drive Carlsbad, CA 92024 (760)918-5300 Date Prepared: March 12, 2009 Prepared by: Hofman Planning and Engineering 3152 Lionshead Avenue Carlsbad, CA 92010 (760)692-4100 o s 7 - SLIDE. Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level Project Storm Water Threat Assessment Criteria* Construction SWPPP Tier Level Significant Threat Assessment Criteria 0 My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas; or, Q My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas; or, Q My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). TierS Moderate Threat Assessment Criteria My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: Q Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Jj( Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 2 Low Threat Assessment Criteria Q My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (see City's list of Permit Types Exempt from Construction SWPPP requirements) and the project meets one or more of the following criteria: • results in some soil disturbance; and/or • includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) Tierl No Threat Project Assessment Criteria Q My project is in a category of permit types exempt from City Construction SWPPP requirements (see City's list of Permit Types Exempt from Construction SWPPP requirements) and/or does not meet any of the High, Moderate or Low Threat criteria described above. Exempt * The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted in the opinion of the City Engineer Construction SWPPP Standards and Requirements Rev 6/4/2008 Storm Water Compliance Form For a Tier 2 Construction SWPPP I am applying to the City of Carlsbad for oneor more the following type of construction permit(s): ^ Grading Permit "MfflBuilding Permit^ D Right-of-Way Permit My project does not meet any of the following criteria for a project that poses a significant threat to storm water quality: S My project does not include clearing, grading or other ground disturbances resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas; and, S My project is not part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas; and, S My project is not located inside or within 200 feet of an environmentally sensitive area and will not have a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). My project requires preparation and approval of a Tier 2 Construction Storm Water Pollution Prevention Plan (SWPPP) because my project meets one or more of the following criteria demonstrating that the project potentially poses a moderate threat to storm water quality: My project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); and/or, My Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and, my project meets one or more of the following additional criteria: • Project is located within 200 feet of an environmentally sensitive area or the Pacific Ocean; • Project's disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; • Project's disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • Project will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 2 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST ADHERE TO, AND AT ALL TIMES, COMPLY WITH THE CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHTOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. Owner/Owner's Authorized Agent Information and Signature Box This Box for City Use Only Address/Location:Assessor Parcel Number(s): Owner/Owner's Authorized Agent Name: Authorized Agent Signature: Title: Date: City Concurrence:Yess No By: Date: Project ID: Construction SWPPP Standards and Requirements Rev 6/4/2008 Construction Threat Assessment Worksheet for Determination of a Project's Perceived Threat to Storm Water Quality Construction SWPPP Tier Level Tier3 Tier 2 Tierl Exempt Construction Threat Assessment Criteria* Tier 3 - Hieh Construction Threat Assessment Criteria G Project site is 50 acres or more and grading will occur during the rainy season G Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA G Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) G Site slope is 5 to 1 or steeper G Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). G Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 - Medium Construction Threat Assessment Criteria D All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 Hieh Construction Threat Assessment Criteria G Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA G Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) JSL Site slope is 5 to 1 or steeper Sj Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). G Owner/contractor received a Storm Water Notice of Violation within past two years G Site results in one half acre or more of soil disturbance Tier 2 - Medium Construction Threat Assessment Criteria G All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier 1 - Medium Inspection Threat Assessment Criteria G Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA Q Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) G Site slope is 5 to 1 or steeper G Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). G Owner/contractor received a Storm Water Notice of Violation within past two years G Site results in one half acre or more of soil disturbance Tier 1 - Low Inspection Threat Assessment Criteria G AH projects not meeting Tier 1 Medium Construction Threat Assessment Criteria - Not Applicable - Perceived Threat to Storm Water Quality High Medium High Medium Medium Low Exempt 1 * The City Engineer may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the City Engineer Construction SWPPP Standards and Requirements Rev 6/4/2008 Tier 2 Construction SWPPP Site Assessment Form Project ID: Project Information: Project Name: t)RV ftflT SUE6 AfTgACtToM ® l&t Project Address/Location; l&GoIftMfr G\ , /I 03 Responsible Parties/Contact Information: Name of Preparer: JoSEf^ pi Qualification of Preparer (Registration/Certification): CNlt- R.C.£. Address: City/State/Zip Code: CQ£Ub8A7> CQ Phone Number: 7fc6' Name of Owner/Owner's Agent: HEE*-^ &^T. ^R0^ C&MTACP Address: J l£feoUVU1> t>g. City/State/Zip Code: C/^S&AD (A Phone Number: 7^°- Name of Emergency Contact: CtffflS RpME£0 » t?/^« °P (during construction) Address: City/State/Zip Code: CW-55AD Phone Number: Pagel of 10 Tier 2 Site Assessment Form 3/24/08 Site and Construction Activity Description: Construction Start Date: ^yi If work begins in scheduled can be season: l|/°$ rainy season or extends into altered to avoid rainy season H/A- End Date: I/' /°l^ rainy season, explain how project work can be impacts or to lessen exposure of site during rainy Grading Quantities: Cut: 2ffi CY; Fill: ft CY; Import: & CY; Export: %&\ CY Any Stockpile Proposed? / If yes, then estimate quantity: _ £.\J\ CY Estimated duration of stockpile: _ //- _ Months Soils types: 5WDY Does site contain a preponderance of soils with USDA-NRCS erosion factor kf greater than or equal to 0.4? Is a staging area proposed (yes/no)? | If yes, then where is it located? EXtSTlMfe MAlUfO4AhJ6€. AT Is concrete washout required (yes/no)? il' Where is it located? ^-SltE. $££ ^tf A^^CP *B>HP Any existing site contamination (yes/no)? Where is it located? Any vehicle storage, maintenance or fueling area proposed (yes/no)? Where is it located? Any de-watering operation proposed (yes/no)? Where is it located? Any other special operations proposed that may impair water quality (yes/no)? |4Q What and where? Page2of 10 Tier 2 Site Assessment Form 3/24/08 Watershed Basin project drains to: D Buena Vista Lagoon D Agua Hedionda Lagoon *$ Encinas Creek D Batiquitos Lagoon D Pacific Ocean Is project drainage tributary to a CWA section 303(d) listed water body impaired for sediment (includes Buena Vista and Agua Hedionda Lagoons) (yes/no): (4O If yes, describe additional controls that will be used on project site to mitigate for sediment impairments (if any): _ N /A Is project inside or within If yes, describe additional water impacts (if any): 200 feet of an Environmentally Sensitive Area (yes/no): H 0 controls that will be used on project site to mitigate for potential storm N/A Are any agency permits required (yes/no)? HO Check off permit types required: D Army Corps 404 permit D Regional Board Water Quality 401 Certification D Coastal Commission Certification D U.S. Fish and Wildlife Section 7 D Fish and Game Stream Alteration Agreement D Other list: Page3 of 10 Tier 2 Site Assessment Form 3/24/08 List materials that will be used on construction site and their handling and storage requirements Material U^BC* MV7CX ""falJf P|C f|j~. ^ T)f A,g TTE|P wtS^^ SSwwS If any toxic or hazardc spill prevention plan r If yes, attach spill preA Characteristics/Toxicity HOME. i-OW vU Handling requirements Cio^EP CoMTAlMCES SfOfcED c^F-Sltp. $6£ #TTA£HC^> pRA^Wfr ON-$(1B- MftlMfUMAN^e. ^ 5ft>fc*K^ fiftC/WTY t8 9^- 056-D >us materials are proposed, then a spill prevention plan is required. Is a 3quired (yes/no)? js(0 . mention plan. Perceived Threat to Storm Water Quality rating: Using the Construction Threat Assessment Worksheet (attached as Appendix C to Section 3 (Construction SWPPP Standards and Requirements) of the City Storm Water Standards Manual, determine the projects Perceived Threat to Storm Water Quality rating. The Construction Threat to Storm Water Quality rating for this project is: M High D Medium Signature of Plan^eparer Signature: Print Attachments: ^ Storm Water Compliance Form - Tier 2 Q Spill Prevention Plan Q Hydrology and/or hydraulic study Solis and/or geotechnical report(s) Other. List: fojf Page4of 10 Tier 2 Site Assessment Form 3/24/08 BMP Selection: The following tables are provided to help identify and select appropriate site specific BMPs for the proposed project. Review the list of potential site construction activities and site conditions described along the left hand column of each sheet. Then, for each activity or site condition that is included in the proposed project, pick one or more of the BMPs described at the top of the form and place an X(s) in the box(es) that form(s) an intersection between the activity/site condition row and BMP column(s). All structural (physical facility) BMP's should be shown on the site plan in the Construction SWPPP drawing set. Any proposed no-structural BMP should be noted in the Special Notes on the Construction SWPPP drawing set. Page5of 10 Tier 2 Site Assessment Form 3/24/08 BMP Description -> CASQA Designation -> Construction Activity or Site Condition Cleared Areas Flat pad graded areas Graded slope areas Trenching/Excavation Stockpiling Drilling/Boring Conduit/Pipe Installation Substructure/Pad Installation Staging Area Existing onsite vegetated areas Drainage flow onto site Drainage flows off of site Drainage at top of slope Other (list): Erosion Control BMPs Scheduling6LU V V V V V" V Preservation ofExisting Vegetation<?o LU >/ V V Hydraulic MulchCO6111 Hydroseedingto LU v' CO CD T3Cin 'ow "?O LU JZ_o32 5 •4— 'V) «? O LU Geotextiles & MatsfroLU ^Wood MulchingCO 6LU V (/> T3 CO co| </> rn<o w •^ 0)o DO0 TO^ c t 'Sco I!:LU Q o> 6LU Velocity Dissipationo 6LU COc sa a>a.o V) t- 6LU StreambankStabilizationCM 6 LU PolyacrylamideCO 6LU Wind Erosion BMPs Wind Erosion Control* / >/ V Page6of 10 Tier 2 Site Assessment Form 3/24/08 BMP Description -> CASQA Designation -> Construction Activity Or Site Condition Cleared Areas Flat pad graded areas Graded slope areas Trenching/Excavation Stockpiling Drilling/Boring Conduit/Pipe Installation Substructure/Pad Installation Paving Staging Area Existing onsite vegetated areas Drainage flow onto site Drainage flows off of site Drainage at top of slope Other (list): Sediment Control BMPs 0)o CDLi. CO LLJ tO Sediment BasinCjJ LLJ CO Sediment TrapCO LLJ tO E03 Q j*:oo>JZ O tLLJ CO at ~5K.i_CDJ3 LL "?LLJ CO VV V V V V E 0) CD D>(0CO 1TO O <D 111CO Street Sweeping andVacuumingr-p LLJ CO Sandbag Barrierop LLJ CO !„0)'L- (0m 0)co CO I CO «?LLJCO Storm Drain InletProtectiono LJJto V Chemical TreatmentT~ LJJ CO Page? of 10 Tier 2 Site Assessment Form 3/24/08 BMP Description -> CASQA Designation -> Construction Activity V Site Access point(s) Staging area access point(s) Maintenance access roads to BMPs Other (list): Tracking Control BMPs Stabilized ConstructionIngress/Egress01 y /Stabilized ConstrucionRoadway^ 0) COu> O) LU b) ro CO H Page8 of 10 Tier 2 Site Assessment Form 3/24/08 BMP Description -> CASQA Designation ^ Construction Activity & Site Conditions Landscaping & Irrigation Drilling/Boring Concrete/Asphalt Saw/cutting Concrete flatwork Paving Wire, Cable & Connector Installation Site Housekeeping Staging Area Equipment Maintenance and Fueling Hazardous Substance Management Dewatering Steam crossing Material delivery Solid waste handling including trash and debris removal Concrete or stucco work Other (list): Non-Storm Water Management BMPs Water Conservation Practicescoz V Dewatering Operations<?COz Paving and Grinding OperationsCO COz VV V Temporary Stream Crossingi Clear Water Diversion"?COz Illicit Connection/Discharge«?COz Potable Water/Irrigation"Ycoz Vehicle and Equipment Cleaningco coz Vehicle and Equipment FuelingO) coz Vehicle and Equipment Maintenanceo COz Pile Driving OperationsT- z Concrete CuringCN CO V Concrete Finishingco COz V Material and Equipment Use•* COz Demolition Adjacent to Waterm COz Temporary Batch PlantsCO co Page9of 10 Tier 2 Site Assessment Form 3/24/08 BMP Description -> CASQA Designation -> Construction Activity And Site Conditions Landscaping & Irrigation Drilling/Boring Concrete/Asphalt Sawcutting Concrete flatwork Paving Wire, Cable & Connector Installation Site Housekeeping Staging Area Equipment Maintenance and Fueling Hazardous Substance Management Dewatering Steam crossing Material delivery Solid waste handling including trash and debris removal Concrete or stucco work Temporary porta-potties Other (list): STOCKPILE- Waste Management and Materials Pollution Control BMPs Material Delivery and StorageT — V Material Use<*Stockpile ManagementCO £ V Spill Prevention and Controlt Solid Waste Management"? /Hazardous Waste Management<9 Contaminated Soil Management^r Concrete Waste ManagementCO1 V Sanitary/ Septic Waste Managemento> y Liquid Waste Managemento T — / Page! 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S f!F is S s«s |, sp;i is* O^1*1 -Tl1-sis *f| •D mC 'S3 ozRm O^ En so z D5?^^q en O 0z m o o Tl>5m Im LEGOLAND EXIST. DETENTION BASIN Hofman Planning & Engineering w.hofnwiplan rHng.com 'ROJECT NAME: LBGOIAND CARLSSBADi CALIFORNIA £) DUNN SAVOIE INC. STRUCTURAL ENGINEERS 3OB S. CLEVELAND ST. OCEANSIDE. CA 32O54 PH. C76OJ 366-6355 FX. C7BD] SBB-B3BQ E-mail: dsi@surfdsi.com STRUCTURAL CALCULATIONS FOR LEGOLAND DRY PLAY SLIDE ONE LEGO DRIVE CARLSBAD, CALIFORNIA 92008 (DSI PROJECT NO. 09114.00) February 12, 2009 TABLE OF CONTENTS ITEM Category A. DESIGN CRITERIA Category B. DRY PLAY SLIDE FOUNDATION DESIGN Category C. DESIGN OF I. D. SIGN Category D. DESIGN OF LIGHT POLE PAGE A1-A4 B1-B8 C1-C8 D1-D4 %111w f \I •n mm i 1 |•1 •i •• Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel' (760) 966-6355 Fax: (760)966-6360 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE T FOOT AND Al Y.S. JOB# OF DATE DATE 001 14 no 2/09 DESIGN CRITERIA Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760)966-6355 Fax: (760)966-6360 JOB Legoland SHEET NO.OF CALCULATED BY Y. S.DATE 2/09 CHECKED BY DATE SCALE DESIGN CRITERIA CODE: 2006 International Building Code (IBC) 2007 California Building Code (CBC) SEISMIC: Building Occupancy Category Seismic Design Category: eismic Base Shear: Fa Fv T R Qo Cd V=1.0E V = 0.7E Vw/p=1.3 WIND: WOOD: Basic Wind Speed ; Exposure ; E! D 1.00 1.000 1.5 1.277 0.619 0.112 2.0 2.0 2.0 0.639 0.447 0.581 85 C sec *W *W *W MPH (Strength Design) (ASD) ASD Seismic Design Force (3-sec Gust) 2005 NDS 2x&3x >3x Douglas Fir-Larch No. 2 Douglas Fir-Larch No. 1 FOUNDATION CRITERIA ALLOWABLE SOIL PRESSURE FOR D+L FRICTION COEFFICIENT PASSIVE EARTH PRESSURE ACTIVE EARTH PRESSURE AT-REST EARTH PRESSURE 3500 PSF 0.35 300 PCF 35 PCF 55 PCF Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St Oceanside, CA 92054 Tel: (760)966-6355 Fax: (760)966-6360 JOB Legoland 08137.00 CALCULATED BY Y. S.2/09 LATERAL ANALYSIS This building consists mainly of inverted pendulum posts for shear resistence, Therefore, per 2006 IBC, for the entire structure, R= 2 Per IBC2006 (1613), ASCE 7-05 Chapter 11,12,13 Seismic Design Criteria n0= 2.0 Cd = 2.0 Soil Site Class D Method 1 Input Project Zip Code 92008 Response Spectral Ace. (0.2 sec) Ss = 125%g = 1.251 g Response Spectral Acc.( 1.0 sec) S1 = 47%g = 0.472 g Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.528 Max Considered Earthquake Ace. SMS= Fa.Ss = 1.251 g Max Considered Earthquake Ace. SM1 = Fv.S-i = 0.721 g @ 5% Damped Design SDS = 2/3(SMS) = 0.834 g SD1 = 2/3(SM1) = 0.481 g Method 2 Input the coordinate of project Latitude 34°06'25.58"N Longitude 117°38'54.12"W From the Ground Motion Parameter Calculator by USGS The seismic design parameters are Ss= 1.916 g Fa= 1.0 S1 = 0.619 g Fv = 1.5 Table 20-3-1, Default = D Figure 22-1 through 22-14 Figure 22-1 through 22-14 Table 11.4-1 Table 11.4-2 (11.4-1) (11.4-2) (11.4-3) (11.4-4) (24° to 50") (-125° to-65°) SMS= 1.916 g SM1= 0.929 g SDS= 1.277 g SD1= 0.619 g Use the seismic parameters from Method 2 to supercede those from Method 1. Seiemic Design Category (SDC) Determination Building Occupancy Categories II Seismic Design Category for O.lsec D Seismic Design Category for 1 .Osec D S1 = 0.619 <0.75g Therefore. SDC = D Equivalent lateral force procedure To Determine Period C,= Building ht. Hn = Approx Fundamental period, Ta = Calculated T shall not exceed < 0.02 x= 0.75 10 ft 1.4 forSD1of 0.619g Ct(hn)x =0.112 TL = Cu.Ta =0.157 Use T = Per Section 11.6 T < O.STs = 0.8 SD1/SDS = Is Structure Regular & £ 5 stories ? Yes Response Spectral Acc.( 0.2 sec) Ss = 1.50g >• @ 5% Damped Design SDS = %(Fa.Ss) = 0.01 Og Table 1-1 Table 11.6-1 Table 11.6-2 Section 11.6 NOT Apply! Section 12.8 Tablel 2.8-2 Table12.8-1 8 Sec Figure 22-15 0.112 sec. 0.388 sec. OK! Section 12.8.1.3 Fa = 1.00 Response Modification Coef. R = Over Strength Factor no = Importance factor I = Seismic Base Shear V = Cs = . 2 2 1.00 csw SDS R/l or need not to exceed, Cs = orCs = - T2(R/I) Cs shall not be less than = o.01 MinCs= 0.58,1/R Use Cs = 0.639 =0.639 = 2.752 N/A = 0.155 For T < TL For T > TL For S-, z 0.6g (11.4-3) Table-12.2-1 Table 11.5-1 (12.8-2) (12.8-3) (12.8-4) (12.8-5) (12.8-6) Design Base Shear V = 0.639 W CM CD, ID£ 1 <E o w O S2 c? 5 M6 "- co •oreo •o_c c .£?'55o>Q uf T- iq S- on Q.X111 CM \^S N CD gq LOii ii ^<t the centroid of areaCD N 4_j I Q:LL 5 e CO CD" CD LO CD 00 o II ^Exposure coefficientCM LO CD OO II 7i Topography factortCD _CU CD CO 0 II £Directionality factorQ. E LOoo n > T300Q. CO T3 1 CDto CD oo II — s Importance factoroo in CD M— Q. CD CO LO CO °° T- 0 II II c? 0 1 "o Lti o COCM CD 0) | T—CM CD CD •3 D) LL CM II cJ "CD 8 CDa0LL "5/5Q. CO CD CO II ,^-ign wind pressure, F/c/)0)Q ^11Jw m i! •i • mm Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel" (760) 966-6355 Fax: (760)966-6360 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE T FGOT A "NTT) fel Y.S. JOB* OF DATE DATE OQ1 14. 00 2/09 DRY PLAY SLIDE FOUNDATION DESIGN 4'-3"[1.30 Ml 4'-3" [1.30 Ml = ensr rs El Dunn Savoie Inc. Structural Engineers 9O8 S. Cleveland St. Oceanside, CA 92O54 Tel: (760) 966-6355 Fax: (760) 966-636O JOB Legoland 08121.00 SHEET NO.OF CALCULATED BY Y.S.DATE 2/09 CHECKED BY DATE SCALE Continuous Footing Point Load Capacity Soil Bearing Capacity 3500 PSF Footing Width 15 in. Footing Depth 18 in. 4x4 4-"^ 20234 # 4x6 21000 # 6x6 21000 # 4x8 21700 # 4x10 22400 # 4x12 23100 # If a point load is more than above value, a pad footing is needed. Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanslde, CA 92054 Tel: (760)966-6355 Fax: (760)966-6360 JOB Legoland SHEET NO.ML. CALCULATED BY Y.S. CHECKED BY SCALE OF DATE 08121.00 2/09 [Continuous Footing Axial Allowable 2x Bottom Platet - 4x4 post N45' 3.5 in • Continuous Footing , 8 " slab & sand ftg. depth = 18.0 in 26.0 in L= 2x+3.5" = 55.5 in Area =15 "x 55.5" Ftg. Width L 832.5 in2 5.8 ft2 Allowable Axial Load = 3500 psf x 5.8 sq ft = 20234 Ibs Allow Soil Area Bearing Design of Square Pad Footings Under Concentrated Load fc = fy = DL= LL= w = 2.5 60 0.24 2.4 3.5 4 (PerACI-318) DL LC Factor = LL LC Factor = <|>= 0.85 <)= 0.9 ksi ksi kips kips ksf in 1.2 1.6 for shear for bending wx./—Cdumn sted 'iTTTTTTTTTTTtTtf Get footing size from service load and allowable soil pressure At service load, P = DL+LL = 2.64 kips = 0.9 ft Use B= 1.5 ft Or B= 18 in Determine factored soil pressure for reinforced footing design At ultimate load, --= 1-835 ksf P = 1.2DL+1.6LL= 4 12.7 psi kips Determine effective depth of footing for two-way shear = 0.85x4x(2.5000)A0.5 = 170.0 psi By solving equation, d2 vc , d= 1.9 in d v +w = | Use d= 3 in Determine effective depth of footing for one-way shear = 0.85x4x(2.5000)A0.5 = 85.0 psi Cs d = _ "2" ~ 2" _ 1 in [Use d = 3 in Use 3" (min) clear cover [Use D= 18 in | Determine required flexural reinforcing f"~ 2~J = 5618-667 #"in f.•= 28.2 P=J. 1- 1-, 0.000648 Pmln = = 0.003 |Use p= 0.003 /.y As=pBd= 0.18 in2/18in = 0.12 in2/ft Summary Use 1. 5 ft x 1.5 ft x 18 in pad footing #4 @ 20 in. o.c. Use #5 @ 31 in. o.c. at bottom, each way. #6 @ 44 in. o.c. #7 @ 60 in. o.c. %111w &[I •i • I tm • • Q • 1 Structural Engineers 908 S. Cleveland St. Oceanslde, CA 92054 Tel' (760) 966-6355 Fax: (760)966-6360 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE T FHDT A r\m a Y.S. JOB* OF DATE DATE OQ1 14 00\)y 1 1H.UU 2/09 DESIGN OF I. D. SIGN 0© 0 oIIIIHIQ Ill0-0.0. .UJ a o 5 u_ -j c IU C4- X XI o111 SliV13aNOIlVQNnOd I- II CM 11!_I<o apeqs - Z002 SEM) oiop6ui» JOB DUNN SAVOIE INC. STRUCTURAL ENGINEERS SHEETN° ^ °F' 908 S. Cleveland Street CALCULATED BY DATE OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY DATE. Email: dsi@surfdsi.com SCALE ..1. ..... IX ...... Sl&M 3 X -f- 15-H1 = Lb" /PlA. PRODUCT 207 DSI Dunn Savoie, Inc. Structural Engineers 908 S. Cleveland Street Oceanside, CA 92054 Phone: (760) 966-6355 Title : Dsgnr: Description : Scope: C7 Job* Date: 12:30PM, 12 FEE 09 Rev: 580002User: KW-OS02938, Ver 5.8.0, 1-NOV-2006 (e)1983-2006 ENERCALC Engineering Software Pole Embedment in Soil Page 1 legoland coconut climb.ecw:Calculations Description ID Sign Footing General Information Allow Passive Max Passive Load duration factor Pole is Circular Diameter No Surface Restraint ^^^^^^^^^^^^S^^a^^^^^ms^^^^^^ 300.00 pcf 1, 500.00 Psf 1.600 18.000 in Code Ref: 1997 UBC 1806.8.2.1, Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 | 477.00 Ibs 11.000ft 0.00 #/ft 0.000 ft 0.000 ft Summary m,mmmtimmm Moments @ Surface... Point load Distributed load Without Surface Restraint... Required Depth Press @ 1/3 Embed... Actual Allowable 5,247.00 ft-* 0.00 4.250 ft 674.42 psf 676.88 psf Total Moment Total Lateral '/ 5,247.00 ft-# 477.00 Ibs JOB DUNN SAVOIE INC. t „ STRUCTURAL ENGINEERS SHEETN° ^ °F- 908 S. Cleveland Street CALCULATED BY DATE OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY DATE. Email: dsi@surfdsi.com SCALE C° N.ME ..c - ^ * * -TH PR ok PRODUCT 207 h1 1w 4L V •i HI \ 1w mmgm \ 11MB Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel' (760) 966-6355 Fax: (760)966-6360 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE T FGOT AND "Pi Y.S. JOB# OF DATE DATE 091 14 00 2/09 DESIGN OF LIGHT POLE —£ Q rsla iu 1 I inLU cp CO a;en SE 2LO in<U JSo s-e- LE6ENP 1. FINISH PAVEMENT 2. SURFACE. 3. FINISH (3RAPE. REFER TO STRUCTURAL 4. P|A|<3S FOR FOOTING. &" PIA. RCUNP kNCCE? 5. PEELER PCLE. REFER TO STRUCTURAL 6. DW6>S FOR PCST ANCHOR DETAIL. 7. SURFACE MOUNTED 8>. CONDUIT GALVANIZED;. J-BOX. ROUND J-BOX ^ITH q. HEAVY DUTY ROUND COVER PLATE fREFER TO \O. A. SPECSj. GOOSENECK PREFER TO ELEC. SPECSJ I OR 2 LI6-HT FIXTURES (REFER TO ELEC. DECORATIVE ROPE K^RAP. NOTES WOOD POLE SHALL BE SANDED TO REMOVE SPLINTER HAZARD TO QUESTS FROM <3ROUND TO 6' ABOVE FINISH C-RADE. PAINT DARK BROWN. WOOD LIGHT POLE w/ DOME LIGHT FIXTURE Scale: JOB DUNN SAVOIE INC. STRUCTURAL ENGINEERS SHEE™° — 908 S. Cleveland Street CALCULATED BY DATE OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY DATE. Email: dsi@surfdsi.com SCALE p •••- UTf A 3>; ..... ; ...... ; ...... ; ............................ ; ......................... : ; ; ..... f\ ^'f- • • x /ox - «; UJtNfD L^A'"D us PRODUCT 207 Dunn Savoie, Inc. Structural Engineers 908 S. Cleveland Street Oceanside, CA 92054 Phone: (760) 966-6355 Title : Dsgnr: Description : Scope: Job* Date: 12:30PM, 12FEB09 Rev: 580002User KW-0602938, Ver 5.8.0, 1-Nov-2006(c)1983-2006 ENERCALC Engineering Software Pole Embedment in Soil Page 1 legoland coconut climb.ecw:Calculations Description Light Pole Footing General Information Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 JT Allow Passive Max Passive Load duration factor Pole is Circular Diameter No Surface Restraint Moments @ Surface... Point load Distributed load Without Surface Restraint.. Required Depth Press @ 1/3 Embed... Actual Allowable 300.00 pcf 1,500.00 Psf 1.600 18.000 in 455.00 ft-# 0.00 1.875 ft 298.11 psf 298.65 psf Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral 91.00 Ibs 5.000 ft 0.00 #/ft 0.000 ft 0.000 ft 455.00 ft-# 91.00 Ibs inc. A LECSHTOSi GROUP COMPftSV March 16, 2009 Project No. 960151-030 To: Legoland California One Lego Drive Carlsbad, California 92008 Attention: Mr. Chris Romero Subject: Review of Foundation Pressures on Existing Utilities, Dry Slide Attraction, Land of Adventure, Legoland California References: Leighton and Associates, Inc., 2009, Updated Geotechnical Recommendations and Geotechnical Review of Grading and Foundation Plans, Proposed Dry Play Slide, Legoland Theme Park, Carlsbad, California, Project No. 960151-030, dated February 13,2009 DSI, Inc., 2009, Dry Slide Foundation Plan, Sheet S-200, dated March 16,2009 We have prepared this review letter to summarize the influence of the proposed foundations on the existing utility lines that are planned to remain underlying the proposed dry slide attraction. Table 1 provides a summary of the existing utility lines and the estimated depth below the bottom of the proposed foundations (BOF). Table 1 Utilities Below Building Pad Description 24-inch Storm Drain 8-inch Potable Water 8-inch Reclaimed Water 8-inch Sewer Top of Pipe Depth Below BOF 16 feet 1.4 feet 1.4 feet 4.3 feet The backfill around the two water lines is proposed to be replaced with a 2-sack sand/cement slurry. The pipes are to be wrapped with foam prior to slurry placement to allow for minor movement. Based on review with the structural engineer, footings within a 1:1 influence of these pipelines will 3934 Murphy Canyon Road, Suite B205 * San Diego, CA 92123-4425 858.292.8030 « Fax 858.292.077,1 * wwvdeightongeo.com 960151-030 be designed for a bearing pressure of 300 psf, or lower. With the placement of slurry backfill and low design bearing pressures, superimposed loads on the underlying utilities due to foundation loading are considered to be negligible. If you have any questions regarding our report, please contact this office. We appreciate this opportunity to be of service. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. rado, GE 2507 Principal Engineer CERTIFIED ENGINEERINGGEOLO Mike D. Jensen, CEG 2457 Project Geologist Distribution: (2) Addressee (4) R.W. Apel Landscape Architects, Attention: Richard Apel (1) Dunn Savoie, Inc., Attention: Rhett Savoie I Pifi*,C<H City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information LEGOLAND SLIDE ATTRACTION IN LOST KINGDOM CB090257 1 LEGOLAND DR 211-100-09-00 MERLIN ENTERTAINMENT GROUP U S NEW PLAY SLIDE ATTRACTION COMMERCIAL New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area 1893 Square Feet Floor Area OOL DISTRICTS WITHIN THE CJTY OF CARLSBAD Carlsbad Unified School District ^v 6225 El Camino Real ) Carlsbad CA 92009 (331-5000) ./ Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Marcos Unified School District 2I5MataWay San Marcos, CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) Sun Dieguito Union High School District 710 Encinitas Blvd Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owners knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign qh flehalf of the Owner Signature Revised 3/30/2006 Date SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))****** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE WALTER FREEMAN ASSISTANT SUPEI NAME OF SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOLDISTRICT 6225 EL CAMINO REAL DATE CARLSBAD, CA 92009 ,/ PHONE NUMBER ^o Revised 3/30/2006 a aa o V *i 4("^crCTOM S shrJ:r c Uaics Ire ou ui *< u. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-17-2009 Plan Check Revision Permit No PCR09059 Building Inspection Request Line (760) 602-2725 Job Address 1 LEGOLAND DR CBAD Permit Type PCR Status ISSUED Parcel No 2111000900 Lot# 0 Applied 05/18/2009 Valuation $0 00 Construction Type NEW Entered By JMA Reference* CB090257 Plan Approved 06/17/2009 PC# Issued 06/17/2009 Project Title LEGOLAND REVISIONS TO DUNE Inspect Area RAIDER SLIDE Applicant Owner RICHARD APEL LEGOLAND CALIFORNIA L L C <LF> PLAY U S ACQUISI C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS TX 75354 760-943-0760 Plan Check Revision Fee $290 00 Additional Fees $0 00 Total Fees $290 00 Total Payments To Date $290 00 Balance Due $0 00 FINAL APPROVAL Inspector Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad Building Department Plan Check Revision No Project Address _L Name of Business at Project Address Contact Original Plan Check No Date CArU(p^f*-fiSI Ar Contact Address City GMtiWTfK Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 Elements revised Plans Calculations Soils Other 2 Describe revisions in detail £&tr A-rwtrtiM&vT 3 List page(s) where each revision is shown 4 List revised sheet that replace existing sheets 5 Does this revision in any way alter the exterior of the project? ££| Yes Q] No 6 r— i 1 tDoes this revision add ANY new floor area(s)? (XI Yes Q No SG&SfiT", T" / Does th/s revision affect any fire related issues? ^ Yes Q No 8 Is this a complete set? Q Yes g[ No ^Signature p<A/ ^ 1635 Faraday Avenue Carlsbad CA 92008 Phone 760-602-2717/2718/2719 Fax 7606028558 Description of Revisions (Legoland Dry Play Slide, 12 May 09) 1 a b c d e 2 a b 3 Describe revisions in detail A second stairway is added to the slide attraction as required by the Carlsbad Fire Department in the last plan check This is to provided a second means of egress from the upper level platform of the slide The stairway will be fabricated off-site by a steel shop and installed on site at the location shown on the plans Shop drawings are provided with this subnuttal which detail the stairway The detailed revisions related to this change are as follows Fire Access Plan The secondary stairway is shown Site Plan The added secondary stairway is shown Two routes of emergency egress off the platform are shown (using the two stairways) Grading Plan the second stairway is shown Foundations for the stairway are shown and top of foundation elevations given The keystone gravity retaining wall has been shifted slightly northward to allow room for the stair foundations Area Dev't Layout & Construction Plan the second stairway is shown Dimensions are given A concrete pathway is added from the base of the new stairs to the queue area, to provide route of egress Shop Drawings are submitted here, prepared by International Iron Products The drawings are engineered and stamped by Ryan Omer (Orion Structural Engineering) Structural calculations are provided The shop drawings have been reviewed and signed by the project engineer, Rhett Savoie (Dunn Savoie Inc ) The primary stairway that is part of the slide manufacturer's product has been widened from 3' wide to 4' wide Detailed revisions related to this change are as follows The widened stairs are shown in plan view A 1 '-6" wide addition is made to the foundation of the slide structure to accommodate the widened stairway The Foundation Plan is revised (S-200) Detail #14, sheet S-300 is added to the plans, showing the addition to the foundation The widening of the primary stairway described in #2 above necessitated revising the layout of the railings in the queue in order to allow space for the wider stairway The revised layout and dimensions for the railing is shown on L-101 List pages where each revision is shown Note all revisions are clouded delta #3 unless noted otherwise on this list A-001 A-002 C-101 L-101 See Shop Drawings prepared by International Iron Products, 4 sheets L-101 L-101. S-200, S-300 L-101 List revised sheets that replace existing sheets Detail #3, sheet L-103, Steel Gate (ADA Accessible), has been revised to address certain Title 24 (chapter 10, sec 1008) code requirements for means of egress gates A wheelchair push plate has been added to the bottom of the gate A manual slide bolt latch has been deleted L-103 Detail #4, sheet L-103 Steel Flex Queue Gate, has been moved to sheet L-104 This is now detai 1 # 15/L-104 An elevational view of the gate is added to the plans, which had been left out in the previous plan set Note that these Flex gates are not operated by the park guest, but are used by park personnel to reconfigure the queue aisles as needed depending on the number of guests waiting in line Their location is shown in plan view on sheet L-101 L-103,L-104 Note_ Sheet T, Cover Sheet (revisions clouded delta #3) The Floor Area previously shown on the plans was incorrect It is now revised to include the new stairway, as well as the widened original stairway . EsGil Corporation In Partnership -with government for <BwCcfing Safety DATE May 27, 2009 QAEeLiCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 09-257 REV (PCR09-59) SET I PROJECT ADDRESS 1 Legoland Dr PROJECT NAME Lego Land Dry Play Slide Attraction (Dune Raider) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XJ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Richard Apel 571-B Hygeia Ave Encmitas, CA 92024 Also faxed to Chris Romero 760-918-5469 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Richard Apel Telephone # 760-943-0760 Date contacted (by ) Fax # same? Mail Telephone Fax In Person REMARKS Specify on the plans that each tread will be provided with a contrastmg-color stripe, per Title 24 \^ \ By Kurt Culver Enclosures City-approved Esgil Corporation plans D GA D MB D EJ D PC 5/21/09 trnsmildot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92]23 * (858)560-1468 *• Fax (858) 560-1576 Carlsbad O9-257 REV (PCRO9-59) May 37, 2OO9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 09-257 REV (PCRO9-59) PREPARED BY Kurt Culver DATE May 27, 2009 BUILDING ADDRESS 1 Legoland Dr BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) cb Rlrln Permit Fee hv Orrlinanrp T Valuation Multiplier By Ordinance Reg Mod VALUE ($) •> | Plan Check Fee by Ordinance •*•] Type of Review F Complete Review $290 00 P* Repetitive FeeRepeats T Other F/-Hourly EsGil Fee * Based on hourly rate Comments J~~ Structural Only Mrs $232 00 Sheet 1 of 1 macvalue doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS t DATE • RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER f ENGINEER DATE DATE Oocs/Mlsrorms/Pianning Englntertng Approval Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category PCR , Date of Report 05-22-2009 Name Address RICHARD APEL Reviewed by Permit # PCR09059 Job Name LEGOLAND REVISIONS TO DUNE Job Address 1 LEGOLAND DR CBAD INCOMPLETE The itepi-you have submitted for revtewis incomplete Arvthis tune, this office cannot-s^v. r ^^-^ \ ^^--_ \ ^\ Aadequately conduct a reviewMo detSrsune compliance with the applicable codes and/or standards Please review^v. \ ^^^ \ rr-*;- T ^Sv \carefully all comntents attacheel Please rfesubmit tfte necessary plans and/or specifications, witk.changes "clouded", to this office for review^and approval ^^v.) ^—•/ \J \J Conditions Cond CON0003479 [MET] APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 05/22/2009 By df Action AP ORION STRUCTURAL ENGINEERING, INC 12257 OLD POMERADO ROAD SUITE A POWAY, CA 92064 P (858)-679-1974 F(858)-679-1975 STRUCTURAL CALCULATIONS FOR SECONDARY EGRESS STAIR FOR DRY SLIDE EXHIBIT FOR LEGOLAND CALIFORNIA, LLC CLIENT INTERNATIONAL IRON PRODUCTS 10883THORNMINT SAN DIEGO, CA 92127 DUNN SAVOIE INC Structural & Civil Engineers REJECTED REVISE & RESUBMIT SUBMIT SPECIFIED ITEM (*H NO EXCEPTIONS TAKEN H EXCEPTIONS AS NOTED (FOR EXCEPTIONS SEE ENCLOSED LETTER OF TRANSMITTAL Loads /Assumptions Framing Analysis Footing Design This Review is only for general conformance with the design concept of the project and .-p «i f ("Vvr 9eneral compliance with the Information given in the Contract Documents Corrections 1 aDIC OI ^-A>I or comments made on the shop dcawftigs during this review do not relieve contractor from compliance with the requirements of the planarand specifications Approval of a specific item shall not Include approval of a/1/assembly of which the item is a component Contractor is res at the jobsite Information means methods techniqu of his or her Work with th satisfactory manner APPROVED BY ms to tie confirmed and correlated Co the fabrication processes or to the •dures of construction coordination and for performing all work In a safe and DATED PREPARED BY RYANJ OMER THE FOLLOWING CALCULATIONS ADDRESS THE MOST CRITICAL CONNECTIONS, SPANS, ETC FOR THE STAIRWAY BEING CONSIDERED 1) THE STAIRWAY WILL BE FREE STANDING AND WILL NOT INDUCE OR SUPPORT LATERAL LOADS FROM ADJACENT STRUCTURES AS SUCH, A SEISMIC SEPARATION WILL BE REQUIRED 2) ALL ROLLED STEEL MATERIALS TO BE GRADE 36 OR BETTER (A- 36, A-500 OR A992) ALL TUBE MATERIALS TO BE GRADE 46 OR BETTER (A500 GR B OR 50 KSI STEEL) LOADS SELF (STRINGERS AND OTHER FRAMING) 30 psf TREAD (W/2" CONCRETE) 35 psf PAN (W/ 2" CONCRETE) 35 psf RAILING AND FRAMING 20 plf MISC 5 psf UNIFORM LIVE LOAD 100 psf POINT LIVE LOAD 300 Ib (QMON OTMJCTOTAL: PROJECT Effi3KIMG9 MC PAOBWQ. "S JOB NO <Q)MON S PROJECT 9 IMC JOB NO. (A fi&tefr-PtoAS <S £s^ 12.*L f ft. m JzU€ 4&* •5tr> i i OMOH STMJCTOIEAL 1ENG1INIEEM1IH(S9 HNC PAORWV ^\tirfff* / jif FROJEC/ ^ /^ "! ..._!__.. • 1 E i ' 1 1 1 1 i [ i _ V j ^I i r FS i i i 7 fetf & — a-- I f i TT ^ h* -f , -^ K# f 3 tp9 j di ' ^ •^ , G\ \ \ t ra. /J -( fflt 9 trf Mfi 1^ ! / ' Jf *}/I kitj*^ » ,x (V I ^ 1 • i ! i i i i ; 1 # f / r2 ! i* v / w * *? •ft |A <" /^ •»*• 1 1 , O^ J r ri^ t^f? ^ ^>A to [ A f ' _ e 1 1 fi& V*r l i 1 £?jf * : f^TI ... <! r^ ^ ( r^ w/ 7- \ ^ , * •t/t z £^^£S= *^ 2 < jy f T i*» Jl ?i ^ «^l 5^^TT*- /" -a. 1 2i & / 9\ ft. ?& tf t /<> *A i ,A i If rf «?v /// 'J ^ - .; 5/$ /" *? ^ , J ^) I f 1 <" / ff4 i ^ ff\ ¥l i 7 /^ ' 1 ^ J ) 5" J frf •^ i ¥ G>oc. r ^ \ •w A SJcfA7 /i .- «w \ r l t V£$LLi /' M. 4- • '0. (i# / di> ?/ x ^ \ 2J 44 1 x JOBNC f> C- -t. tf ff «>. ^l ^) rj2s> 1 . / ,/( » 9(j\- f < I ^ 'If * > 1 1 1 i i r^ '' x| , *> 1 7< fL ^— >>, 61*^ i ^^ !! ff\O . -. J ^ ! j , i I 1 ; 1 j ' ! 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Leighton and Associates, inc March 16, 2009 Project No 960151-030 To Legoland California One Lego Drive Carlsbad, California 92008 Attention Mr Chris Romero Subject Review of Foundation Pressures on Existing Utilities, Dry Slide Attraction, Land of Adventure, Legoland California References Leighton and Associates, Inc, 2009, Updated Geotechmcal Recommendations and Geotechmcal Review of Grading and Foundation Plans, Proposed Dry Play Slide, Legoland Theme Park, Carlsbad, California, Project No 960151-030, dated February 13,2009 DSI, Inc , 2009, Dry Slide Foundation Plan, Sheet S-200, dated March 16, 2009 We have prepared this review letter to summarize the influence of the proposed foundations on the existing utility lines that are planned to remain underlying the proposed dry slide attraction Table 1 provides a summary of the existing utility lines and the estimated depth below the bottom of the proposed foundations (BOF) Table 1 Utilities Below Building Pad Description 24-inch Storm Dram 8-inch Potable Water 8-inch Reclaimed Water 8-inch Sewer Top of Pipe Depth Below BOF 16 feet 1 4 feet 1 4 feet 4 3 feet The backfill around the two water lines is proposed to be replaced with a 2-sack sand/cement slurry The pipes are to be wrapped with foam prior to slurry placement to allow for minor movement Based on review with the structural engineer, footings within a 1 1 influence of these pipelines will 3934 Murphy Canyon Road Suite B205 * San Diego CA 92123-4425 858 292 8030 , Fax 858 292 0771 . wwvdeightongeo com F'960151-030 be designed for a bearing pressure of 300 psf, or lower With the placement of slurry backfill and low design bearing pressures, superimposed loads on the underlying utilities due to foundation loading are considered to be negligible If you have any questions regarding our report, please contact this office We appreciate this opportunity to be of service Respectfully submitted, LEIGHTON AND ASSOCIATES, INC , GE 2507 Principal Engineer Mike D Jensen, CEG 2457 Project Geologist Distribution (2) Addressee (4) R W Apel Landscape Architects, Attention Richard Apel (1) Dunn Savoie, Inc , Attention Rhett Savoie Leighton