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Home My WebLink About1 LEGOLAND DR; ; CB151574; Permit07-29-2015 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit PermitNo: CB151574 Building Inspection Request Line (760) 602-2725 Job Adtdress: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1 LEGOLAND DR CBAD Tl 2111000900 $75,000.00 Sub Type: Lot#: Construction Type: Reference # COMM Status: ISSUED 0 Applied: 05/22/2015 NEW Entered By: LSM Plan Approved: 07/29/2015 Issued: 07/29/2015 Inspect Area Plan Check #: BUILD A BOAT- INSTALLATION OF AN ABOVE GRADE FILTERED WATER TANK DESIGNED FOR FLOATING GUEST BOATS. WITH MATERIAL SHADE CANOPY OF 1,305 SF Applicant: TIM PETSCHE 1 LEGOLAND DR CARSLBAD CA 92008 760-846-0842 Owner: LEGOLAND CALIFORNIA LLC <LF> PLAY U S ACQUISI C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS TX 75354 Building Permit $515.81 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $361.07 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $21.00 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $45.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $3.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $945.88 Total Fees: $945.88 Total Payments To Date: $945.88 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen'ed to as "fees/exactions." You have 90 days from the date this pemiit v^as 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 tor 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 vou have previously been oiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired, 07-30-2015 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW150209 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: Applicant: TIM PETSCHE 760-846-0842 Emergency Contact: TIM PETSCHE 760-846-0822 1 LEGOLAND DR CBAD SWPPP 2111000900 CBI51574 Lot#: Status: Applied: Entered By: ISSUED 05/22/2015 LSM LEGOLAND = BUILD A BOAT WATER TANK Issued: 07/30/2015 Inspect Area: Tier: Priority: Owner: LEGOLAND CALIFORNIA LLC <LF> PLAY U S ACQUISI C/O PROPERTY TAX SERVICE CO POBOX 543185 DALLAS TX 75354 SWPPP Plan Check SWPPP Inspections Additional Fees $48.00 $58.00 $0.00 TOTAL PERMIT FEES $106.00 Total Fees: $106.00 Total Payments To Date: $106.00 Balance Due: $0.00 FINAL APPROVAL SIGNATURE^ THE FOLLOWING APPROVALS REOUIRED PRIOR TO PERMIT ISSUANCE: PLANNING [•ENGINEERING OBUILDING •FIRE • HEALTH •HAZMAT/APCD Ccityof Carlsbad Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildingigcarlsbadca.gov www.carlsbadca.gov Plan Check No. ^iftl ^| S~7'^ Est. Value $75,000 Plan Ck. Deposit 3c» I- Date S'l f ^ b |SWPPP / SV ^€>1 JOB ADDRESS 1 Legoland Drive, Carlsbad, Ca. 92008 SUITEf/SPACEf/UNrr* 211 100 09 CT/PROJECT « 18 # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAIME CONSTR, TYPE OCC, GROUP DESCRIPTION OF WORK: /nc/ude Square Fleet of Affected Area(s; Installation of above grade filtered water tank designed for floating guest made boats. Tank will be covered with a material shade canopy. i^o^ EXISTING USE Amusment Park PROPOSED USE No Change GARAGE (SF) NA PATIOS (SF) NA DECKS (SF) NA FIREPLACE YESi~|* NoFTI AIRCONDITIONING YES|~|N0r71 FIRESPRINKLERS YESQNO[Z] APPLICANT NAME-< Primary Contact Tim Petsche PROPERTYOWNER NAME Merlin Entertainments Group US Holding ADDRESS 1 Legoland Drive ADDRESS 1 Legoland Drive CITY Carisbad STATE Ca 92008 CITY Carisbad STATE Ca 92008 PHONE (760)846-0842 PHONE (760)918-5300 FAX jnmjpeteche^legolai^^ EMAIL DESIGN PROFESSIONAL James Yost, AIA CONTRACTOR BUS. NAME ADDRESS 2700 Saturn Street ADDRESS CITY Brea STATE Ca ZIP 92821 CITY STATE PHONE (714)514-1870 FAX (714) 514-1875 PHONE EIVIAIL Jamesy@jrma.com STATE LIC, # C33565 CITY BUS, LIC,# (Sec, 7031.5 Business and Professions Code: Any City or County wtiich requires a permitto construct, alter, improve, demolish or repair any structure, priorto Its issuance, also requires the applicantfor suoh permitto file a signed statement that he is licensed pursuant to ttie provisions ofthe Contraotor's License Law (Chapter 9, commending virith Section 7000 of Division 3 ofthe Business and Professions Code) ortnat he is exempt therefi'om, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicantfor a permit subjects the applicant toa civil penalty of not more than five hundred dollars ($500)). WORKERS' COMPENSATION Worliers' Compensation Declaration: / hereby affinn under penalty ofpeijury one of the following declarations: HI have and will maintain a cettilicate of consent to self-Insure fcr workers' compensation as provided by Section 3700 ot the Labor Code, for the perfonnance of the wori< for which this pemiit Is issued, I have and wlll mamtain workers' compensation, as reaulred bv Section 3700 of the Labor Code, for the performance of the work for which this pemit Is Issued, li^y workers' compensation Insurance carrier and policy number are: Insurance Co, Policy No, Expiralion Date This section need not be completed if the permit is for one hundred dollars ($100) or less, I I Certificate of Exemption: I certify that in the perfomiance ofthe work for which this perniitls issued, I shall not employ any person in any manner so as to become subject to the Workers'Compensalion Lawsof California, WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attomey's fees, JS^ CONTRACTOR SIGNATURE •AGENT DATE O W N E R - B U I L D E R OECLARATION / hereby affimi that i am exempt from Contractor's License Law for the loiiowing reason: I [ I, as owner of the property or my employees with wages as their sole compensation, wlll do the wori( and the stnjcture 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 pioperty 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 bunjen of proving that he dki not build or improve for the purpose of sale), IV^j I, as owner ot the property, am exclusively contracting with licensed contractors to constaict the project (Sec, 7044, Business and Professions Code: The (Ontractors 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 Ucense Law), I I I am exempt under Section Business and Professions Code for this reason: 1,1 personally plan to provide the major labor and materials for constmction of the proposed property improvement •Yes FINO 2,1 (have / have not) signed an application for a building pemiit for the proposed work, 3,1 have contracted with the following person (fimi) to provide the praposed 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, supereise and provide the major work (include name / address / phone / contractors' license number): 5,1 will provide some of the work, but I have conlrxtea(tiire3)itffi following persons to provide the work indteated (include name / address / phone / type of work): ^PROPERTY OWNER SIGNATI [^(AGENT DATE 7/ji//S COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILOING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, 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? Yes / No Is the applicant or future buikiing occupant required to obtain a pemiit trom the air pollution control district or air quality management district? Yes / No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / 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. CONSTRUCTION LENDING AGENCY I hereby aflirm ttiat there is a constniction lending agency for the performance of the work this permit is issued (Sec, 3097 (i) Civil Code), Lender's Name Lender's Address APPLICANT CERTIFICATION I ceitily ttiat I have read ttie applcation and state that die alxwe information Is conect and that the Inlbmiation on the plans is accuiate. I agree to comply with all City oidinances and State laws lelating to building construction. I hereby authorize representative of the City of Cartstiad to enter upon Ihe above menHoned property tDr irispectkxi purposes, I ALSO AGREE TO SAVE, INDEIi^NIFY AND KEEP HARIi/ILESS 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: Ari OSHA pennit is requlrad for excavatkiris over 5'0' deep arid demdfori or coristnx^lon of stmctures over 3 stories iri height, EXPIfWTION: Every pennit issued by Ihe Buildirig OfliclaTvnBaihftMDviskxis of this Code shall expire by limitation and become nul and void if the buildirig or work authorized by such pemit is riot commericed withiri 180 days from the date of such psmit or if the buiktinyor work author^ by such pemiit irsuspended or abandoned at any time afler the work is commenced for a period of 180 days (Sectbn 106,4,4 Uriifonn Buildirig Code), >€S'APPL1 e of such psmit or if the buikiiryor work authonzsd b^uch pemiinrsuspende< SIGNATu\^ jX^^C^l/./^^ DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildinq(S>carlsbadca.gov or Mall the completed fbrm to City of Carlsbad, Building Division 1635 Faraday Avenue, Carisbad, Califbrnia 92008, C0#: (Office Use Oniy) CONTACT NAME Jannes Yost, AIA OCCUPANT NAME Tim Petsche ADDRESS 2700 Saturn Street BUILDING ADDRESS 1 Legoland Drive CITY STATE ZIP Brea Ca 92821 CITY STATE ZIP Carlsbad CA 92008 PHONE FAX (714)524-1870 ( 714)524-1875 EMAIL Jamesy(@jrma,com OCCUPANT'S BUS. LIC. No, DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) • IVIAILTO: • CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL/FAX TO OTHER: ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION .ef APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB151574 Type: Tl COMM BUILD A BOAT-INSTALLATION OF AN ABOVE GRADE FILTERED WATER TA Date irispection Item Inspector Act Comments 09/22/2015 14 Frame/Steel/Bolting/Weldin - Rl 09/22/2015 19 Final Structural PB AP 08/20/2015 11 Ftg/Foundation/Piers PB AP 08/19/2015 11 Ftg/Foundation/Piers PB PA Wednesday, September 23, 2015 Page 1 of 1 B««*«DM?o. INSPECTION RECORD CB151574 1 LEGOUND DR Hf**^ ««CORO CARD WITH APPROVIO m ZTT" aHflLAo FOR NEXT WORK DAY INSPECTION ON THE JOB ^ S^*^"^ INIPECTION CALL: 760-602 ' ftAfHi . fV Jl! ! i JA " H i' i f /• ' > " HI lAijL HA! I'HPr ' /S ' '•''•)'• It 'A/MM Ijl I; w ' A" ' ..AS"'iff' , ,VA.. MA HAV'Ai RECORD COPY .LOW THAT DIVISION'S hPPXiOVAl. IS REQUIRED EilLQRLIOJ )NS I'tEASE CALL THE AI'PLICABLI,; DIVISIONS AT THt CARD TO: 1635 FARAOAY AVE., CAFILSBAD. CA 920 CN 7:30 AM — 8:00 AM THE DAY OF YOUR INSPECTION. Rvqufrmi Prior to Requesting Building Final If Checked YES M^nning/Unaieape 760-944-8463 Allow 48 Hours CM&I (Bngineeftng lrap«r<rt(or«) 760-438-3891 Call befon ? pt Pire Prevention 760-602-4660 Allow 46 rrour Date !fjsp«ctef Notes ••«.•>. « BUIL «11 RHWIMTION Date tJUt RQHFOItCiOiTaL Mr MASONRY ^eftOUT • eiWUT QWAli DRAINS #10 TILTPAHEIS «11 POUR STRIPS' «lt COLUMN FOOTINGS »14 SUSnUME • FLOOR • CEIUNG Mit BOOFSHEATHIWa _ *iS EXT. SHEAR PANELS #1« INSUUTION #18 CXKRIORIATH »17 INTEWORUTHADfnrWAa • Wt POOL EXCA/STKiyBOND/FENCE inspector Type of Impection ^ Insp* c^ #34 ROUGH ELECTRIC #33 n ELECTRIC SCRVICE AJ TEMPORARY #35 PHOTOVOLTAIC #39 FINAL CODC» MECHANICAL «41 UNOERQROUND DUCTS & PIPING *44 DDOCT* PLENUM • REF. PIPING #43 HEAT-WR COND. SYSTEMS #49 FINAL iwSiai«llJWa3C*ilW #81 UNDEROROUHD(U.12.2U1) #82 ORYWMi,EXTUTH,GASTES(17,18.23) #83 ROOF SHEATtNO, DOT SHKR (13.15) ::«SE PRCpLAsrai/nNAi. #84 BUWEROUeW COMBO (14.24.34.44) V.41B PMAL #85 T-Bar (14J4J4.44) f'l.UMBING Date ?SB»rt3*Bwni*oiyco DPI/CO UHDBtOROUMD PWASTE D Wffl «4 TOPPUT OWASTE DWra f,..^ iinr .TUI* SHOWER PAN '^'amllbto'naff p BAS PIPINQ WAtat HEATER Inspector #89 FINALOCCOPANCY (19.29,39,49) 'W^^IZ^ Date Jn$pector_ A/SUHDER6R0UWD VISUAL A/S UNDERGROUND HYDRO A/S UNDERGROUND RUSH A/S OVERHEAD VISUAL iai; SOUR WATER A/S OVERHEAO HYDROSTATIC A/SRNAL '..imm WATER F/AROUGH-IN F/AFINAL i<(ltMwuriwwcTiow FIXED EXnHSUISHtWG SYSTEM R0U6H-IM FwaomNi SYSTW HYDROSTATIC TEST Fim> EXTINiUiSHtNG SYSTEM HNAL MEDICM. GAS niESSURE TEST MEOm OAS FINAL SEE S*Ct< W SP6C.AL MOTgS (a) (b) (c) Section 5416. Health and Safety Code, State of California There shall be not less than one water closet for each 20 employees or fractional part thereof working at a constniction job site. Jhe water closet shall consist of a patented chemical type toilet. For the purpose of this section the temi construction site shall mean the location on which actual constmction of a builciing is in progress. A violation of this section shall constitute a misdemeanor. All construction or wo* for which a pemnit is required shall be subject to inspection and all such constnjction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspedor. DATE / ADDITIONAL NOTES • EsGil Corporation In Partnersfiip ivitli government for (Building Safety DATE: June 2, 2015 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLANCHECKNO.: 15-1574 SET: I PROJECT ADDRESS: 1 Legoland Dr. PROJECT NAME: Legoland Build A Boat ^ Tlie plans transmittecJ herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's 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. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I 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. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mall Telephone Fax In Person • REMARKS: By: Kurt Culver Enclosures: EsGil Corporation • GA • EJ • IVIB • PC 5/26/15 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 15-1574 June 2, 2015 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Legoland Dr. BUILDING OCCUPANCY: PLANCHECKNO.: 15-1574 DATE: June 2, 2015 BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Misc. 75,000 Air Conditioning Fire Sprinklers TOTAL VALUE 75,000 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Repetitive Fee Repeats 0 Complete Review • Other j-| Hourly EsGil Fee • Structural Only Hr. @ $511.85 $332.70 $286.64 Comments: Sheet 1 of 1 macvalue.doc + PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE:07/29/2015 PROJECTNAME: BUILDABOATLEGOLAND PLAN CHECK NO: 3 SET#: 1 ADDRESS: 1 LEGOLAND DRIVE VALUATION: 75,000 PROJECT ID: CB151574 APN: 211-100-09 00 is plan check review is complete and has been APPROVED by the ENGINEERING ivision. By: VALRAY NELSON A Final Inspection by the ENGINEERING Division is required Yes /No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. ONLY ITF:MS MARKED 'X' NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: TIIVI.PETSCHE@LEGOLAND.COIVI Voti may also have corrections from one or more of the divisions Hsted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 6,,2-4; .6::: Gregorv.Rvan@carlsbadca.gov Gina.Ruiz@carlsbadca.eov ij^ \''.:^i '.)< :iiv(';ros Linda.Ontiveros@carlsbadca.gov Cvnthia.Wong@carlsbadca.gov • ValRay Marshall ^ 760-602-2773 ValRay.IVIarshall@carlsbadca.gov Do:Tiinic Fseri Dominic.Fieri@carlsbadca.gov Remarks: Set#l .Xn-y oulslanding issues will he marked wilh X • Make the necessary corrections for compliance with applicuhle codes and standards. Suhmil corrected plans and/or specifications lo the Building division for re-suhmittal lo lhe Engineering division. Items that conform ta permit requirements are marked with / 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: / North arrow / Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Show on site plan: Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, 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. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / Site address / Assessor's parcel number / Legal description/lot number 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. Show all existinq use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: Subdivision/Tract: Reference No(s): E-36 Page 2 of 6 REV 6/01/12 Set# 2. DISCRETIONARY APPROVAL COMPLiANCE DESCRIPTION TO BE INSERTED INTO THE NINJAGO DISCRETIONARY / Project does not comply with the following engineering conditions of approval for project no. N/A 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the bullding 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 $ 24,000—r-pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the Gity of Carlsbad, cost$115.00. Dedication required as follows: N/A 4. IMPROVEMENT REQUIREiVIENTS 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 $124,000.00, pursuantto Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: sidewalk, underground utilities Construction of the pubiic improvements must be deferred pursuant to Carisbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee nf $ AAimQa.Rn vve 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. Processing fee $157.00. Future public improvements required as follows: CURB, GUTTER, SIDEWALK UNDERGROUND UTILITIES E-36 Page 3 of 6 REV 6/30/10 Set# 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The qradinq permit must be issued and rough qradinq approval obtained prior to issuance of a buildinq permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector . The inspector will then provide the engineering counter with a release for the building permit. / No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS N/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: Driveway E-36 Page 4 of 6 REV 6/01/12 Set#l 7. STORM WATER Construction Compiiance / Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. X Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 15-0209 ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance X <;34 NEEDS Tt SEbONl>Pi^ FILLED JT. Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.qov/business/buildinq/Documents/EnQStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Set#l 9. WATER METER REVIEW N/A Domestic (potable) Use What size meter is required? FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. FYI For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be '/i". 8. FEES N/A Required fees have been entered in building permit. Drainage fee appiicable Added square feet over soo Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required yes Upgrade yes No fees required yes yes yes yes no no no no no (Is addition over 150' from center line) no 10. Additional Comments Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Applicatlon/lnfo. Reference Documents • REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: 07/29/2015 Date; 07/29/2015 GEO DATA: LFMZ: / B&T: Address: 1 LEGOLAND DRIVE Bldg. Permit #: CB151574 Fees Update by: Date: 07/29/2015 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's ADT CALCULATIONS: List types and square footages for all uses. Types of Use; Sq.Ft./Units ADT's Types of Use: Sq.Ft./Units ADT's Types of Use: Sq.Ft./Units ADT's Types of Use: Sq.Ft./Units ADT's FEES REQUIRED; Within CFD; YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE; NWQUADRANT / NE QUADRANT SE QUADARANT SW QUADRANT ADT'S/UNITS; X FEE/ADT; =$ • 2.TRAFFIC IMPACT FEE; • ADT'S/UNITJ X FEE/ADT; =$ • 3. BRIDGE & THOROUGHFARE FEE; DIST. #1 DIST.#2 DIST.#3 ADTS/UNITS; < FEE/ADT; =$ • 4. FACILITIES MANAGEMENT FEE ZONE: • ADT'S/UNITS: X FEE/SQ.FT./UNIT: =$ • 5. SEWER FEE • EDU's X FEE/EDU; =$ • BENEFIT AREA: EDU's X FEE/EDU; =$ • 6. DRAINAGE FEES: APPR0V6 PLDA; HIGH MED UM LOW ACRES; X FEE/AC: =$ • 7. POTABLE WATER FEES: • UNITS CODE CONN, FEE METER FEE SDCWA FEE TOTAL ^ CITY CARLSBAD O F STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPUANCE CERTIFICATE >r My project Is not in a category of pennit types exempt from the Construction SWPPP requirements My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving viaters by way of storm water mnoff or non-storm vwater discharge(s). •r My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 ofthe Carlsbad Municipal Code) <^ My project vwill not 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 that 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 stomn drain inlet, an open drainage channel or watercourse; and/or • constmction 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 ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. »Tim Petsche STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address: loiand Drive, Carisbad, Ca. £ Assessor's Parcel Number: ^11 - I'OO^^ Project ID; Constmction Permit No Estimated Constmction Start Date Project Duration Months Emergency Contact: J(^a4 hour Phone:, Perceived Threat to Storm Water Quality [H Medium H^Low If medium box is checked, must attach a site plan sheet showing proposed wori< area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By; k]n\Hvy Date: (5 • c9Cjl ^5'^ E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Description -> Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Berm Street Sweeping and Vacuuming Sandbag Bamer storm Drain Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construction Roadvray Water Conservation Practices Paving and Grinding Ooerations Potable Water/Irrigation Vehicle and Equipment Cleanina Material Delivery and !=;tnrane 1 Material Use Stockpile Management Spill Prevention and Cnntrnl 1 ^ = I a « CO 5 Hazardous Waste Mananement Concrete Waste Mananement CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 Grading/Soil Disturtjance X X Trenching/Excavation Stockpiling Drilling/Boring Concrete/Asphalt Saw cutting Concrete flatwork Paving Conduit/Pipe Installation Stucco/Mortar Woric Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dev)/atering Site Access Across Dirt Other (list); Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs Instmctions: Begin by revievi^ng the list of construction activities and checking ttie box to ttie left of any activtty that wtH occur during the propo«ed conttruction. Add any rttier acfivity descriptions in the blank activity description boxes provkJed for that purpose »xj place a chedc in the box immediatety to the left of ttw added activity desGriptkin. For aach activity descnibed, pksk one or more best management practtees (BMPs) from the Hst k)cated akxig the top of the lom. Then place an X in the box at the place vnheie ttie acth*y rowintertecfet wtth the BH*" columa Do this for eech activity that was checked off and for each ofttw setected BMPs satectMl tom the IM. For Exampte-If mepR^ectlneiucteB Me MoeeseeraasdIiittianeiWDk fte tm the list for something that apples such as "^iMHzed ConMrucHon tngress/Egrees* under TraeidnaCoRM. Folow along the "Ste Access Acma DW rawunMyougel tothe "StabHtoed Conduction Ingress/Egress'column and place an Xin the box iMwre the Am nweL As another mampte say ihe im||ect induded a steckpta ttie list of BMPs. then write in Xover v)Wi Ptestk:'in the btank column undw the heading Plastic' column. To team more about what each BMP description means, you may wish to revtew the B>ff Refaience Handout prepared to assist ^jpHcants \n the setMtton of appropriate Best Management Practk» measures. The reference ateo racpteins the Califbmia Stormwater CkiaHty Association (CASQA) designtrtion and how to apply the various setected BMPs to a prefect. E-29 Page 2 of 3 REV 4/30/10 ^ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 FaradayAvenue 760-602-2719 wmw.carlsbadca.gov I am applying to the City of Carlsbad for tlie following type(s) of construction perinit: • Building Permit • Right-of-Way Permit • My 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 Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No T/ireaf Assessment Criteria • My project qualifies as NO TMREAT and Is exennpt from the requirement to prepare a storm water pollutnn prevention plan (SWPPP) because it meets the "no threaf assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Constmction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteria 19 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 ofthe following criteria; • Results In some soil disturbance; and/or • Includes outdoor construction activities (such as 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 foltowing criteria; • Proied requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Cartsbad Municipal Code); or, • Project will result In 2,500 square feet or more of soils disturt)ance Including any associated constmction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the addittonal following criteria; • Located within 200 f^et of an environmentally sensitive area or the Pacific Ocean, and/or • Disturtied area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Dlsturt)ed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Constmctton will be initiated during the rainy season orwill 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 disturtiance totaling one or more acres including any associated constmction 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 constmction staging, equipment storage, refueling and maintenance areas; or, • My project is located inside or within 200 feet of an environmenlally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of stomn water runoff or non-stom water discharge(s). f certify to the best of my knowledge that the above checked statements are true and correcL I understand and acknowledge that even though this project does not require preparation ofa 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 io Title 15 ofthe Carisbad 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 Itiat a lesser or higher Construction SWPPP Tier Level is warranted. Project Adciress: Assessor Parcel No. 1 Legoland drive 211-100-09 Carlsbad, CA 92008 Owner/Ownefs Authorized Agent Name: Tim Petsche Title: Owner/OwDf^r's Authorized SkwtftigtiatuceC.,^^^ Date: . City Concurrence: By: Date: XVES QNO ^^b /r ' ProjectID: / B-24 Page 1 of 1 Rev.03/09 ^ CITY CARLSBAD O F CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 w/ww.carlsbadca.gov Construction SWPPP Tier Levei Construction Threat Assessment Criteria* Perceived Threat to Storm Water Quality Tier 3 Tier 3 - Hioh Construction Threat Assessment Criteria Project site is 50 acres or more and grading will occur during the rainy season • 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 • 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) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years High Tier 3 Tier 3 - Medium Construction Threat Assessment Criteria Medium Tier 3 • All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 Tier 2 Hioh Construction Threat Assessment Criteria • 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 • 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) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results In one half acre or more of soil disturtDance High Tier 2 Tier 2 - Medium Construction Threat Assessment Criteria Medium Tier 2 • All projects not meeting Tier 2 High Construction Threat Assessment Criteria Medium Tierl Tier 1 - Medium insoection Threat Assessment Criteria Medium Tierl • 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 • 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) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance Medium Tierl Tier 1 - Low Inspection Threat Assessment Criteria Tierl IZ) All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria Exempt - Not Applicable -Exempt *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 storni water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 STORM WATER Development Services Land Development Engineering STANDARDS Development Services Land Development Engineering CITY OF QUESTIONNAIRE E-34 1635 Faraday Avenue 760-602-2750 CARLSBAD QUESTIONNAIRE E-34 www.carlsbadca.gov ,1 '!•*-'»•'! • To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storni Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stonnwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carisbadca.aov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary pemnits and/or constnjction permits). The results of the questionnaire determine the level of stonn water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stomiwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the stonm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application, if staff determines that the questionnaire was Incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return ofthe development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in detennining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction pennits for the project. Please start by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. To determine if your project is a priority development project, please answer the following questions: YES NO 1. Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria; (1) Designed and constructed to direct stonn water runoff to adjacent vegetated areas, or other non-erodible penneable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with penneable pavements or surfaces in accordance with USEPA Green Streets guidance? X 2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? X If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the stomi water criteria required fbr priority development projects. Go to step 4, marl< the last box stating "my project does not meet PDP requirements" and complete appiicant information. If you answered "no" to both questions, then go to Step 2. E-34 Page 1 of 3 Effective 6/27/13 ^ CITY CARLSBAD O F STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To determine if your project is a priority development project, please answer the following questions: YES NO 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public orpnvate land. 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site onan existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public orpnvate land. 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of Impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption. 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surt'ace collectively over the entire project site and supports a parking lot. A paridng lot is a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" Includes flow that is conveyed overiand a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingles with flows from adjacent lands).* 8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? 11. Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Stomn Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, checlt the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storni Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" box and compiete applicant information. E-34 Page 2 of 3 Effective 6/27/13 ^ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov „.^^r^ Complete the questions below regarding your redevelopment project: YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Ifyou answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Prpjects apply to the entire development. Go to step 4, check the "my project meets PDP requirements" box and compiete applicant information. • My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stonnwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project Refer to SUSMP for details. IE) My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part ofthese requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box Address- 1 l-egoland drive Carlsbad, CA 92008 Applicant Name: Z I~ '. Tim Petsche / Applicant SignaWe: --y ^ /-—••^T~— ^ Accessor's Parcel Number(s): 211-100-09 Applicant Title: H/ObtL SHOP niAKi M?,€/e. Date: / / This Box for City Use Only City Concurrence: YES NO City Concurrence: ProjectID: * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the F?ARE tjeneficial use by the State Water Resources Control Board (Water Quality Control Plan forthe San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copemiittees. E-34 Page 3 of 3 Effective 6/27/13 CITY OF ^CARLSBAD Memorandum July 6, 2015 To: From: Subject: 1^ Van Lynch, Project Planner Tecla Levy, Project Engineer SDP 15-11/CDP 15-19 LEGOLAND NINJAGO The engineering department has completed Its review of the project. The engineering department is recommending that the project be approved, subject to the following conditions: Engineering Conditions NOTE: Unless specifically stated in the condition, all of the following conditions, upon the approval ofthis proposed development, must be met priorto approval ofa building permit. Agreements 1. Developer shall cause property owner to submit an executed copy to the city engineer for recordation a city standard Permanent Stormwater Quality Best Management Practice IVlaintenance Agreement. Grading 2. Based upon a review ofthe proposed grading and the grading quantities shown on the site plan, a minor grading permit for this project is required. Developer shall process grading plans via the building permit process. Technical studies/reports may be required subject to the city engineer's review. Developer shall pay all applicable grading plan check and permit fees per the city's latest fee schedule. 3. Developer shall comply with the city's Stormwater Regulations, latest version, and shall implement best management practices at all times. Best management practices include but are not limited to pollution control practices or devices, erosion control to prevent silt runoff during construction, general housekeeping practices, pollution prevention and educational practices, maintenance procedures, and other management practices or devices to prevent or reduce the discharge of pollutants to stormwater, receiving water or stormwater conveyance system to the maximum extent practicable. Developer shall Community & Economic Development - Land Development Engineering 1635 Faraday Ave. I Carlsbad, CA 92008 I 760-602-2740 I 760-602-1052 fax www.carlsbadca.Kov Page 1 of 15 notify prospective owners and tenants ofthe above requirements. « 4. This project is subject to 'Priority Development Project' requirements. Developer shall prepare and process a Storm Water Management Plan (SWMP), subject to city engineer approval, to demonstrate how this project meets new/current storm water treatment requirements per the city's Standard Urban Storm Water Management Plan (SUSMP), latest version. In addition to new treatment control BMP selection criteria in the SUSMP, the developer shall use low impact development (site design) approaches to ensure that runoff from impervious areas (roofs, pavement, etc.) are drained through landscaped (pervious) areas priorto discharge. Developer shall pay all applicable SWMP plan review and inspection fees per the city's latest fee schedule. 5. Developer shall complete and submit to the city engineer a Project Threat Assessment Form (PTAF) pursuant to City Engineering Standards. Concurrent with the PTAF, developer shall also submit the appropriate Tier level Storm Water Compliance form and appropriate Tier level Storm Water Pollution Prevention Plan (SWPPP) as determined by the completed PTAF all to the satisfaction of the city engineer. Developer shall pay all applicable SWPPP plan review and inspection fees per the city's latest fee schedule 6. Developer is responsible to ensure that all final design plans (building plans, etc.) incorporate all source control, site design, treatment control BMP, and Low Impact Design (LID) facilities. Utilities 7. Developer shall meet with the fire marshal to determine if fire protection measures (building sprinklers, etc.) are required to serve the project. 8. Prior to issuance of building permits, developer shall pay all fees, deposits, and charges for connection to public facilities. 9. Developer shall install potable water and/or recycled water services locations approved by the district engineer. 10. The developer shall install sewer laterals and clean-outs at locations approved by the city engineer. 11. The developer shall design and construct public water, sewer, and recycled water facilities substantially as shown on the site plan to the satisfaction ofthe district engineer and city engineer. Code Reminders Page 2 of 15 The project is subject to all applicable provisions of local ordinances, including but not limited to the following: 12. Developer shall exercise special care during the construction phase of this project to prevent offsite siltation. Planting and erosion control shall be provided in accordance with Carlsbad Municipal Code Chapter 15.16 (the Grading Ordinance) to the satisfaction ofthe City Engineer. Page 3 of 15 PLANNING DIVISION Development Services Planning Division CITY OF BUILDING PLAN CHECK Development Services Planning Division CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www.carl.sbadca.eov DATE: 6-1-15 PROJECT NAME: Build a boat PROJECT ID: SDP 15-11 PLAN CHECK NO: CB 15-1574 SET#: 1 ADDRESS: 1 Legoland Dr APN: 211-100-09 This plan check review Is complete and has been APPROVED by the Planning Division. By: Van Lyncli A Final Inspection by the Planning Division is required • Yes ^ No j you may a/so have corrections from one or more of the divisions listed below. Approval \ from these divisions may be required prior to the issuance of a building permit \ Resubmitted plans should Include corrections from all divisions. This plan check review is NOT COIVIPLErE. Items missing or incorrect are listed on the attached checklist or note beiow. Piease resubmit amended plans as required. Plan Check APPROVAL has been sent to: Jamesy@jrma.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carisbadca.^ov [ ] Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov r~] Gina Ruiz 760-602-4675 Gina.Ruiz@carisbadca.gov ValRay IVIarshall 760-602-2741 ValRav.lVlarshall@carlsbadca.^ov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov / 1 ^ Van Lynch 760-602-4613 van.Lvnch@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Subject to the approval of SDP 15-11 - Combined with Ninjago project approvaL THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. 6/3/15 1. Provide listing sheet that shows awning is flame resistant to California State Fire Marshal requirements. Page 2 of2 ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov '/I DATE: 6/9/15 PROJECT NAME: build a boat PROJECT ID: PLAN CHECK N0:cbl51574 SET#: I ADDRESS:1 legoland drive AP G • This plan check review is complete and has been APPROVED by the flre Division. By: cwong A Final Inspection by the Division is required |^ Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to iamesv@,irma.com & USPS Vou may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance ofa building permit Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: Bmmmiiim 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathieen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregory.Ryan@carisbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carisbadca.£ov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 CYnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: 6/9/15 **APPROVED: Page 1 of 2 Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 06-09-2015 Reviewed by: ; Name: TIM PETSCHE Address: 1 LEGOLAND DR CARSLBAD CA 92008 Permit #: CBI51574 Job Name: BUILD A BOAT- INSTALLATION OF Job Address: 1 LEGOLAND DR CBAD INCOMPLETir°°°1ft«4t€^4jag^h^ submitted for review is incomplete. At this time, this office cannot adequately conduct a review to detenmne'cSft^^tiaftee^^^ codes and/or standards. Please review carefully all comments attached Pleagp resuhtaiiJJaejip.p.psfs^||yjp^^?^^ with changes "clouded", to this office for'nowicWgiM'^^oval. Conditions: Cond:CON0008317 [NOT MET] 1. Provide listing sheet that shows awning is flame resistant to Califomia State Fire Marshal requirements. Entry: 06/03/2015 By: cwong Action: CO Cond; CON0008326 [MET] ** APPRO VED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 06/09/2015 By: cwong Action: AP FLAME RETARDANT ARCHITECTURAL SHADE FABRIC 100% LEAD AND PHTHALATE FREE M BLOCKS UP TO 95% OF HARMFUL UV RAYS • RE CYC LA BLE • 10 YEAR MANUFACTURER'S WARRANTY • M Advanced Polymer Fabrics iHADE The first California Fire Marshall approved architectural shade fabric that is 100% LEAD AND PHTHALATE FREE! • Specifically designed to be the safest choice in Architectural Shade Fabric. • Made from UV stabilized HDPE monofilament and tape yarns. • Specialized lock stitch knit for more air movement and better channeling of cool breezes. • Constructed to block up to 95% of harmful UV rays. • Recyclable, tear resistant and will not crack, rot or fade. • 10 year manufacturer's warranty against UV degradation. Specialized lockslilch knit creates raised ctiannels ttiat calcti and pull air undernealti. wtiile providing the ultimate in strength and durability. itnes/s meed Polymer Fabrics PHYSICAL PROPERTIES Cobalt Blue #456719 Belge # 456795 Emerald # 456757 Terracotta #456771 Slate Grey # 456924 Ivory #456818 Nutmeg # 456863 Olive # 456887 Colors are representative only. Small variations in color should be anticipated and are within commercial tolerances. H•TTi •"ffli B™™* •an Gale Pacific USA Inc. 285 West Central Parkway, Suite 1704 Altamonte Springs, FL 32714 USA Tel: 1-407-772-7979 • www.synthesisfabrics.coni Property Test Method US Metric Weight ASTM D-3776 8.79 oz 298 gsm Thickness ASTM 0-5199 6t mils 1.6 mm Tensile Strength ASTM D-5034 (grab test) Warp: 170.9 Ibt Weft: 315.7 Ibt Warp: 760.2 N Welt: 1404.3 N Elongation ASTIl< D-5034 (grab lest) Warp: 111.7% Wett: 58.1% Warp: 111.7% Welt: 58.1% Tear Strength ASTM D-2261 (tongue test) Warp: 46.7 Ibf Weft: 41.8 Ibt Warp: 207.7 N Weh: 185.9 N Burst Pressure (Mullen) ASTM 0-3786 (diaphragm test) 481.5 psi 3319.8 kPa Burst Strength ASTM 0-3787 (ball burst test) 357.4 Ibt 1589,8 N Temperature Range -22°Fto.167°F -30°C to t75°C Lead & Phthalate Tests* Result Lead - All Colors CPSIA Section 101(a)(2) Phthalate CPSIA Section 108 PASS Not Detected PASS Not Detected Flam mability Tests* Result CA 1237.1 Title 19-CAFM NFPA 701-1999 ASTM E84. Class A Complies PASS Class 1 Specification US Metric Wicth" 9tt lOin 3m Length 10511 32 m Roll Weighi 65 Ibs 29.5 kg Roll D ameter 13 in 0.33 m Core Diameter 1.5 in 38 mm rest Result! available upon requesl Note product is cenier lolded when packaged. Specification Instructions Shabecloth fabric shall be compliant to Australian standard AS 4174 and CA 1237.1 Title 19. The labric shall be Synthesis SaFRShade'" knitted HDPE moncifilament & tape offering a UVR block up to 95%. Usage Instructions Fabric is flame retardant - not flame proof. Contacl with organic solvents, halogens or highly acidic substances may reduce Ihe service lile ot the fabric and void the warranty, Biaxial elastic nriaterial properties available on request. The above results are typical averages from independent testing and quality assurance testing and are not to be taken as a minimum specification nor as forming any contract between Gale Pacific and another party. Due to continuous product improvement, technical specifications are subject to alteration without notice. Notice: As the use and disposal ol Ihis produci are beyond Gale Pacific's control, regardless of any assislance provided withoul charge, Gale Pacific assumes no obligalion or liability for the suitability of its producis in any specific end use application. It is the customer's responsibility lo determine whether Gale Pacific's products are appropriate for the spedfic applicalion and complies with any legal and patent regulations. Synthesis® and Commercial 95™ are registered trademarks ot Gale Pacific Limited. AH rights reserved. DUNN SAVDIE INC. STRUCTURAL ENGINEERING 9DB S CLEVELAND BT OCEANBIDt. CA 92054 760.966.6355 PH. 76D.966.636D FX. DSKaJBURfDBl.CDM Et-IAIL STRUCTURAL CALCULATIONS FOR Lego Build-a-Boat Shade Structure 1 Legoland Drive Carisbad, CA 92008 (DSI PROJECT NO. 15-138.00) MAY 20, 2015 TABLE OF CONTENTS ITEM GRAVITY DESIGN SEISMIC PARAMETERS LATERAL ANALYSIS AND SPLICE DESIGN RISA OUTPUT FOR COLUMN DESIGN FABRIC CONNEaiON TO POLE CHECK FOOTING DESIGN PAGE 1 2 3 4-7 8 9-10 Dunn Savoie Inc. .OB ^^l^-^^^nl SfiwnM Structural Engineering / ^, ^ " • , r^r^r.- . SHEETNO I OF 908 S. Cleveland St., Oceanside, Ca 92054 _^ Ph: (760) 966-6355 Fax: (760) 966-6360 n^in,, .TPHRV2^• MMAf^ DATE E-mail: dsi@surfdsi.com CHECKED BY DATE_ SCALE . ^^M^ OtAii CA|f|^f SBlf 'Vjr,, igo f^d l/^. UtX* {<=\ Pip ?mic v/f^^iP5f ; ^Amc HAs:it ipsfxic^^efr"-- io^& # >u A^iAi^ i^A'2> p3ei?Ai rnSfz^f e^M cou)Mhir. \ o(p'h/^,.'. ^^74- i>t Design Maps Summary Report SUSGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.117°N, 117.3°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 2nii-I SOOOm \ QmapqiMst USGS-Provided Output z Ss = 1.104 g S, = 0.425 g SMS SMI " 1.168 g 0.669 g SDS = 0.779 g SDI = 0.446 g For information on how the SS and Sl values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 0.00 0.20 0.40 O.CO O.tO 1.00 1.20 l.«0 1.(0 1.10 2 00 Period, T (s«c) 0 •• T Design Response Spectrum 0 00 0 20 0 40 0 (0 0 (0 1.00 1.20 1.40 1.(0 l.IO 2.00 PwML T (sac) For PGAM, and CRI values, please view the detailed report. http://ehp4-earthquake.cr.usgs.gov/designmaps/us/summary .php?template=minimal&latitu... 1/19/2015 Dunn Savoie Inc. ,n. &\/IU>' A-&OATSHA^B ^UCTVm Structural Engineering 908 S. Cleveland St., Oceanside, Ca 92054 — Ph: (760) 966-6355 Fax: (760) 966-6360 r..,r.u, .r^n^^-CM-AH AS DATE E-mail: dsi@surfdsi.com CHECKED BY DATE. SCALE D PRODUCT 207 -.989k J>^A6 loA'P Loads: BLC 2, dead load Solution: Envelope Dunn Savoie, Inc. Z.Chamas Jan 19, 2015 at 4:18 PM exterior post.r3d s -1.335k Loads: BLC 3, live load Solution: Envelope Dunn Savoie, Inc. Z.Chamas Jan 19, 2015 at 4:19 PM exterior post.r3d .39k Loads: BLC 4, earthquake load Solution: Envelope Dunn Savoie, Inc. Z.Chamas Jan 19, 2015 at 4:19 PM exterior post.r3d 7 Company Designer Job Number Dunn Savoie, Inc. Z.Chamas Jan 19, 2015 4:17 PM Checked By:_ Joint Boundary Conditions Joint Label X fk/inl Y [k/in] Z [k/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.fk-ft/rad] Nl Reaction Reaction Reaction Reaction Reaction Reaction Envelope NDS Wood Code Checks Member Shape Code Check Locfft] Ic Shear... Locfftl Dir Ic Fc'fksi] Ft'fksi] Fbi'fksi] Fb2'fksi] Fv'fksi] NDS Ean M1 8RND •867 0 .091 vl 3 I .484 I 1.32 I 2.266 I 2.266 I .136 I 3.9-3 NDS Wood Section Sets Label Shape Design List Type Material Design Rules A fin2] lyy tin4] Izz fin4] J tin4] 1 I NDS1A I 8RND I Round I Coiumn I DF Larch I Tvpical I 50.265 I 210.552 I 210.552 I 355.832 Envelope Member Section Forces 1 Ml 1 max 2.555 2 .414 3 0 1 0 1 0 1 7.348 3 2 min .709 9 -.232 8 0 0 0 1 ^.255 8 3 2 max 2.5 2 .411 3 0 1 0 1 0 1 5.49 3 4 min .676 5 -.234 6 0 0 0 1 •3.203 8 5 3 max 2.446 2 .408 3 0 1 0 1 0 1 3.647 3 min .643 5 -.236 8 0 4 0 4 0 1 -2.144 8 7 4 max 2.391 2 .405 3 0 1 0 1 0 1 1.816 3 8 min .61 9 -.238 8 0 0 0 1 -iJD7B 8 9 5 max 2.336 2 .401 3 0 1 0 1 0 1 0 1 10 min .577 5 -.24 8 0 1 0 1 0 1 0 1 Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label LD.M Direction N2 Maanitudefk.k-ft in.rad k's^2/ft1 -J89 Joint Loads and Enforced Displacements (BLC 3 : live load) Joint Label LD.M Direction Maanitudefk.k-ft in.rad k*s^2/ft] N2 Y -1.335 Joint Loads and Enforced Displacements (BLC 4 : earthauake load) Joint Label LD.M Direction Maonitudefk.k-ft in.rad k*s'*2/ftl 111 N2 1 L 1 X 1 .39 Joint Coordinates and Temperatures Label Xfftl Yfft] Zfft] Temp fF] Detach From Diap... [ 1 1 Nl 0 0 0 0 1 2 1 N2 1 18 0 0 Envelope Joint Reactions Joint Xfk] Ic Ylkl Ic Zfk] Ic MX fk-ftl Ic MY fk-ft] Ic MZ fk-ft] Ic 1 Nl max .273 6 2.544 3 0 1 0 1 0 1 7.348 3 2 min -.273 3 .726 8 0 1 0 1 0 1 -4.255 8 3 Totals: max .273 6 2.544 3 0 1 4 min -.273 3 .726 8 0 1 RISA-3D Version 5.0d [U:\zchamas\Shared\LEGOLAND\Build a Boat Structure\exterior post.r3d] Page 1 Dunn Savoie Inc. ,n» B>UiLt>-A - SoAT Sl4Ai^^ 3mi'c.rui2.^ Structural Engineering £1 908 S. Cleveland St., Oceanside, Ca 92054 ^ °' Ph: (760) 966-6355 Fax. (760) 966-6360 CALCULATEDBviCiMM4i-E-mail: dsi@surfdsi.com CHECKED BY_ SCALE fA&p<^ U ^ 5 PJf X 5fo ' Z-^-Sc? ^ ?m-0\ir L-O/^O/CoL ^ (s^oi-7.')sO/^ > %5 ^ FArA/ C^i. li\o. SC^BWS To rAt^4 Tm D PRODUCT 207 Title Block Line 1 You can change this area using the "Settings" menu Item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project Descr: Proiect ID: Printed: 19 JAN 2016, 4:56PM Pole Footing Embedded in Soil Description : Canopy Pole Foundations Code RBfuwices Calculations per IBC 2006 1805.7.2, CBC 2007, ASCE 7-05 Load Combinations Used : ASCE 7-05 Genmallnfoimaeon Fk=U.VEhainaiehamd\LEGOLANOyBUIU}A-1\W00DP0-1.EC6 OeXMLC INa 19eU()14. Bulli£6.14.1% VBR6.14.1.26 Licensee : DUNN SAVOIE INC. STRUCTURAL ENGINEERS Pole Footing Shape Footing Diameter Calculate Min. Depth for Allowable Pressures No Lateral Restraint af Ground Surface Allow Passive Max Passive Controlling Values Goveming Load Combination : +D-K).70E-i+l Lateral Load Moment NO Ground Surface Restraint Pressures at 1/3 Depth Actual Allowable Circular 24.0 in 800.0 pcf 1,500.0 psf 0.840 k 10.017 k-ft 1,057.20 psf 1,059.17 psf Dniribulad Load Soil Surface B No lateral restraint Footing Base Area Maximum Soil Pressure 3.142 ft' 0.7398 ksf €) Foottfig Diameter = 2'<r /^IM Loads Lateral Concentrated Load D: Dead Load Lr: Roof Live L: Live SiSnow W: Wind E: Earthquake H: Lateral Earth Load distance above ground surface k k k k k 0.390 k k 18.0 ft Load Combination Results E\... ^. : .... "W.J;,,.ft^,J,g^^fl^g^; Lateral Distributed Load k/ft k/ft k/ft k/ft k/ft 0.0450 k/tt k/ft TOP of Load above ground surface 18.0 ft BOTTOM of Load above ground surface ft Vertical Load 0.9890 k 1.335 k k k k k k DOnly 0.000 0.000 0.13 0.0 0.0 1.000 +D+L-t+l 0.000 0.000 0.13 0.0 0.0 1.000 +0-H.r+H 0.000 0.000 0.13 0.0 0.0 1.000 -^0+S•^H 0.000 0.000 0.13 0.0 0.0 1.000 -HD-K).750Lr-K).750L+H 0.000 0.000 0.13 0.0 0.0 1.000 -^O-K).750L•K).750S-^fl 0.000 0.000 0.13 0.0 0.0 1.000 -^D-^W-^H 0.000 0.000 0.13 0.0 0.0 1.000 +D-K).70E+H 0.840 10.017 4.00 1,057.2 1,059.2 1.000 +D-K).750Lr-tO.750L-K).750W-HH 0.000 0.000 0.13 0.0 0.0 1.000 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Prinfing & Title Block" selection. Project Title: Engineer: Project Descr: Proiect ID: ' Title Block Line 6 Printed: 19 JAN 2015, 4:56PM Pole Footing Embedded in Soil Fto»UAielun»\SlHmdU£G0lANaBl8U»-1\y^^ U ENERCALC INC19e»014,Bultt8.141,26iVl9r:6.14.1.26 1 1 Lie. #: KW-06002938 Licensee : DUNN SAVOIE INC. STRUCTURAL ENGINEERS Description : Canopy Pole Foundations +D-K).750L-K).750S-tO.750W+H 0.000 0.000 0.13 0.0 0.0 1.000 -^D-K).750Lr-K).750L•K).5250E-^H 0.630 7.513 3.63 950.7 956.2 1.000 +D-K).750L-K).750S-K).5250E-HH 0.630 7.513 3.63 950.7 956.2 1.000 •K).60D+W+H 0.000 0.000 0.13 0.0 0.0 1.000 -K).60D-K).70E+H 0.840 10.017 4.00 1,057.2 1,059.2 1.000 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date S/zt/i^ Business Name ^^6C?6AN<>> ct^ciFon-hsii^ ^so/er- Street Address (PNL LC-AO/^-Mn) rAftLsgA& CA. °IZOO9> Email Address f. pg/^^^^^ rs> t^aLa^,f^U .tLot^w PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (OIM REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dry Cleaning Electrical Component Manufacturing Fertilizer Manufacturing Film / X-ray Processing Food Processing Glass Manufacturing Industrial Laundry Ink Manufacturing Laboratory Machining / Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metal Casting/Forming Metal Fabrication Metal Finishing Electroplating Electroless plating Anodizing Coating (i.e. phosphating) Chemical Etching / Milling Printed Circuit Board Manufacturing Metal Powders Forming Nutritional Supplement/ Vitamin Manufacturing Painting / Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing / Packaging Phanmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap / Detergent Manufacturing Waste Treatment / Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):_ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal / day): (0 <^C»IUE- List hazardous wastes generated (type / volume): HO^KI^ Date operation began/or will begin at this location: T/III'S Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes If yes, when: Site Contact •""TTN/*- VCT^t.^s^ Title IMt'ryH.L HfAN<A<?>g^. _Phone No. 7O0 • SHT - H 7BS 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 CB151574 1 LEGOLAND DR BUILD A BOAT- INSTALLATION OF Final Inspection required by: • Plan a CM&I SW I^OTHOI QlSSUED Approved BUILDING PLANNING /» 1 EI^JQINEERING 1 FIRE Expedite? Y DIGrrAL FILES Required? Y N HazMat APCD Healtti Forms/Fees Sent Encina Fire HazHealthAPCD PE&M Sctiool Sewer Stormwater Special Inspection CFD: Y N LandUse: Density: ImpArea: PFF: Y N Comments Date Da Building Planning lyjijl'S' Engineering Fire Need?