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Home My WebLink About2808 CARRILLO WAY; ; CB032853; Permit06-23-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Pool Permit Permit No: CB032853 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2808 CARRILLO WY CBAD POOL 2226621700 Lot#: $33,126.00 Construction Type: 0 NEW KORTE RES-GAS TO BBQ& 350 SF RETAIN WALL -PER CITY SPECS Applicant: DE MARIA LANDSCAPE P O BOX 87 SOLANA BEACH CA 92075 619481-5500 Status: ISSUED Applied: 10/16/2003 Entered By: SB Plan Approved: 03/04/2004 Issued: 03/04/2004 Inspect Area: JM Owner: KORTE ROGER C&JANET A 2808 CARRILLO WAY CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Electrical Fee Plumbing Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees $265.23 $0.00 $172.40 $0.00 $20.00 $27.00 $3.31 $0.00 $0.00 $0.00 $0.00 TOTAL PERMIT FEES $487.94 Total Fees:$487.94 Total Payments To Date:$487.94 Balance Due:$0.00 BUILD G PLAN, ORAGE HED Inspector: FINAL Date: -lA 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 Av Carlsbad, CA 92008 03-04-2004 Right of Way Permit Permit No: RW040051 Job Address: 2808 CARRILLO WY CBAD Permit Type: ROW Subtype: MINOR Status: ISSUED Parcel No: 2226621700 ' Lot#: 0 Applied: 02/17/2004 Start Date: Est Complete Date: Issued: 03/04/2004 Insurance Expire: 04/17/2004 Traffic Control Plan: Y Expired: 04/16/2004 Liability Insurance: Y GOP: Entered By: JJ Reference*: CB032853 Location: Project Title: KORTE RESIDENCE Description: POOL/SPA/FIREPLACE/RETAINtNG WALLS Applicant: DEMARIA LANDTECH, INC P.O. BOX 87 SOLANA BEACH CA 92075 760-217-6021 Total Fees: $23$.00 Total Payments To Date: $0.00 BalawwENu»J $230.00 Permit Fee \ $230.00 Additional Permit t%e > Other ' Additional Fees : . $0*00 TOTAL PERMIT FEiS " 4741 03/04/04 0002 01 02 CGP 230.00 This permit may be revoked by the City Engineer if it is deemed that inadequate progress is being made towards the completion of the work or if the work does not meet City Standards. The applicant may be billed for the cost of any corrective work that the City must perform. Permit Release Date Released / Cash Deposit? YOU MUST CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) TWO WORKING DAYS PRIOR TO WORK. UNDERGROUND SERVICE ALERT NO. . THIS PERMITS INVALID WITHOUT THIS NUMBER IF ANY EXCAVATION OR BORING IS DONE. / PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT INFORMATION > . f. i FOR OFFICE USE ONLY Afe>3PLAN CHECK NO EST. VAL. Plan Ck. Deposit Validated By Date 77 t * Address (include Bldg/Suite #)Business Name (at this addt&ffll 10/16/03 0002 01 02 Legal Description Lot No.Subdivision Name/Number Unit No.Phase NdUQpTotal # of u™ten -^ Assessor's Parcel #Existing Use Q -Glf~~\Proposed Use Description of Work - > a, CONTACT PERSON fIf different Vom SQ. FT.#o1 Stories # of Bedrooms */:L-^< # of Bathrooms Name Address City 3. APPLICANT Q.CsrtfHMJtar ,., &Aa«ilM..<?o.n»»««,..'.O'Oyimer, Q,AJBir«..for,Ownar State/Zip Telephone Fax # Name Address City State/Zip Telephone # Name Address / City State/Zip Telephone # 5: CONTRACTOR-COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption._Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). ft-7 ^Uvo^Sck CA t-2c-i<r fr^itf(\ Name State License # "To^^C* Adbress 1 3L_ License Class C- *> ^ <f C City State/Zip - 2~"7 City Business License # /K3 Telejrfione f 12-1 S^S 4r Designer Name v* Ip ^ State License # L,~)~~) Address City State/Zip Telephone 6. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: n 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. Cl I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: "2X>~7 — I S "V _ Expiration Date C\- ~ \ -Q °fInsurance Company ^--Policy No. (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) f~l 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 ts 100.0001. in. addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE /£.2^^-'—"^ ' DATE /O ( / £.1 ^ "? 7, ^ ; > OWNEROTiLDSR DECLARATION '" ' "• rr~'~ ' : ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q 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 Layy'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 bdfden of proving that he did not build or improve for the purpose of sale). l~1 I, as owner of the property, am exclusively contracting wKn licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of o/operty who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). n I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor arufmaterials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application fo/a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the number / contractors license number/ , but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE . 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 2B534 of the Presley-Tanner Hazardous Substance Account Act? D YES C] NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed witirfn 1 ,000 feet of the outer boundary of a school site? O YES Q NO IF ANY OF THE ANSWERS ARETES, 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. 8, CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(0 Civil Code). LENDER'S NAME (^ ( / fe~ _ LENDER'S ADDRESS _ 9. APPLICANT CERTIRC/TION ~ : 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 representatives 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 1 80 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commerjesjd for a period ofjjp days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit*: CB032853 Type: POOL KORTE RES 690SF POOL/SPA.BBQ FIREPLACE PER CITY 350SF RETAIN WA Date Inspection Item __ Inspector Act Comments 02/09/2005 59 Final Pool - Rl site visit for pool, retain wall update 02/09/2005 59 Final Pool JM WC 02/09/2005 97 T-24 H-Cap Consultation JM AP NO ONE HOME - DO NOT FINAL. PERMIT SCOPE OF WORK NOT 10/01/200466 Grout JM PA "" OK TO GROUT 09/24/2004 1 1 Ftg/Foundation/Piers JM PA OK TO POUR 09/21/200461 Footing JM CO RETAIN WALL FOOTING NOT PER APPROVED PLAN 04/21/200461 Footing JM CO DESIGN CHANGE TO BE APPROVED THROUGH CITY Friday, February 18, 2005 Page 1 of 1 CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATIO PERMIT NO. (760) 602-2700 1635 FARADAY AVENUE f (j FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEEJpUE?. FOR FURTHER INFORMATION, CONTACT BUI J&& YES PHONE NT OFFICER PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE RESIDENTIAL RESIDENTIAL ADDITION MINOR «$10VOOO.OO> OTHER PLANNER ENGINEE TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE DocSJMisforms/Planning Engineering Approvals PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 0V 28 T3 DATE 7 O ADDRESS " ^RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEER DATE Oocs/Mlsforms/Plannina Engineering Approvals Zt OS Olil8p Carol Cuw«ine«760-9SS-178S P.I Thinhc - What »•* need t» OMOMO »«B» «* Ow $2009 » Sw>«b»wo« Undxcajn You too* protaWr Ju*t print «• em»«, fin hi «Myou C»A «•• th« Afktryou have Ms dpntiNe. please ADC to 2l3-7fii-: p.t w sign c«r on Ote release *T Bw PMMIR. .« 2MB Canfito«««, CMMMO en pfmiH number, and tt»v« Jotui sign it-Otlttrwite He Ptave »epv » anKwnmxtMt fc VE3 Son* tut&v, JWMV 25, a0QS MO AM JflN27 -BS 14: 760 966 1789 PRQE.01 9155Sing*OtkDriwa* UfeMkfeCaBZMO Phone (619) 561-6907 » Emal mlboe@aol.COtn June 23,2004 Janet and Roger Korte 2808 Carrfllo Way Carlsbad, Ca 92009 Subject: Review of Retaining Wall Design, RW-3 Dear Mr. and Mrs. Korte: I have reviewed the plan and profile (copy enclosed) that you sent to me of the proposed horseshoe shaped retaining wall to be constructed above and behind the elevated pool bond beam. The purpose of my review was to determine if a previously designed retaining wall (RW-3, copy enclosed) is adequate for the conditions shown on the new plan and profile. I have reviewed the retaining wall design calculations as well as the new conditions and it is my opinion that retaining watt RW-3 wiE perform satisfactorily and provide the necessary support for the given conditions, Le. 2:1 backfill on the upslope side and 3' exposed, 3' boulder steps and 2' embedded on the down slope side of the retaining wall. The following conditions shall be strictly adhered to: 1. The footing shall be poured against undisturbed material, 2. The retaining wall shall be installed in accordance with RW-3, RW-5,RW-6and RW-7 pages 1 and 2 (copies enclosed). 3. You shall notify the engineer designing the elevated pool bond beam that the proposed retaining wall may impose an additional load on the proposed bond beam. It shall be his responsibility to incorporate any loads placed on the bond beam by the retaining waH footing into his design of the bond beam. The load imparted to the soil at the down slope outer edge of the retaining wall footing is approximately 1500 pounds per lineal foot of wall. If you have any questions or need additional information please contact me at (619) 561- 6907. VeryTr Michael L. Brown Mike Brown Load Calculation f 2 of 6) « Emrtmltic0@Ml.onn August 13,2004 Janet and Roger Korte 2808 CanOlo Way CarbbaACa 92009 Subject: Loads on Bond Beam Mr,AndMrs.Koite: Enclosed are four items as fbUows: 1. Sketch of Ae loads applied to the proposed bond beam, Z Scale drawing of Section A-A, 3. Copy of plan view provided by you, 4. Copy of NTS Section A-A provided by you. Inh^oftiefi»aUiBtIdonolraveacon<)leteplanview,theKISSertionA-Aandthe partial plan do not agree and critical information is not included on the documents you provided to me, please note the following-. 1. Information on the bond beam (ie. radius and location of curve), bottom of pool elevation aod water surface elevation were obtained verbally from Mr. Tony Monte on J/l 2/04. 2. Approximate thickness of bond beam was obtained verbaDy from Olorianne of Pool Engineering on 8/12/04. 3. The Section A-At have produced is based on scaled distances ftom the partial plan. You informed me varbaDy that the scale of the plan is 1"" 3'. 4. Load calculation! an based on a mimmum distance of 4.5 feet ftom the face of the retahnnewaB to the face of the bond beam. The distance may exceed 4.5* but cannot bo Jess. 5. I was not able to grt a ddBnitrveariswerfhMn anyone on the size, location or materials to be used forme construction of the waterfall. Therefore, I hove arbitrarily picked dimensions for the watertal. The maximum allowable area for the waterfall is shown in dashed lines on the walednraring of Section A-A. The waterfall miry be constructed of any combination of materials (Le. soil concrete, boulders, etc) but must not exceed the maximum size shown on the to scale Section A-A. If yon have any questions or need additional information phase contact me at (619) 5«1- 6907. Veiyl Mike Brown Load Calculation (3 of 6) pos(id Bo/'d 8<r/a>", FOR. k<rfc4-t Poo j Si.. Ur I"-- 2' 4-a -WLL .-t Mike Brown Load Calculation (4 of 6^ Mike Brown Load Calculation (5 of 6) Mike Brown Load Calculation (6 of 6) DESIGN CONDITIONS: Walls are to be used for the loading conditions shown for each type wall Design H shall not be exceeded without prior written approval of the Engineer. Footing key is required except when found unnecessary by the Engineer. Footing design shall be confirmed and/or modified in writing by the Engineer upon review of the Owner furnished soils report and prjoirie-cxcayation offootings. DESIGN DATA: Reinforced Concrete: Fc=1500psi Fc = 3000 psi Fs = 20,000 psi n=10 Reinforced Masonry: Fm = 1500 psi Fm = 250 psi Fs = 20,000psi n = 40 _ Earth =110 pcf and Equivalent Fluid Pressure = 45 psf per foot of height. Watis'sBown are designed in accordance with Soils Report dated June 2,2003 by Landtech Soils Engineering, Inc for unlimited 2:1 sloping backfill No special inspection. Use half stresses. REINFORCEMENT: Intermediate grade, hard grade, or rail steel deformation shad conform to ASTM A615, A616 or A617. Bars shall lap 40 diameters, where spfced, unless otherwise shown on the plans. Bends shall conform to the Manual of Standard Practice, A.C. 1. Backing for hooks is four diameters. All bar embedments are clear distances to outside of bar. Spacing for parallel bars is center to center of bars. MASONRY: All reinforced masonry retaining walls shall be constructed of regular or lightweight standard units conforming to the "Standard Specifications for Public Works Constructioa" JOINTS: Vertical control joints shall be placed at 32-foot intervals maximum. Joints shall be designed to resist shear and other lateral forces while permitting longitudinal movement. Vertical expansion joints shall be placed at 96-foot intervals ma-rimnm, CONCRETE: Footing concrete shall be 560-C-3250, using B aggregate when placing conditions permit. BACKFILL: No backfill material shall be placed against masonry retaining walls until grout has reached design strength or until grout has cured for a minimum of 28 days. Compaction of backfill material by jetting or ponding with water shall not be permitted. Each layer of backfill shaQ be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted until the relative compaction is not less than 90%. C INSPECTIONS: Call for inspections as follows: A. When the fooling has been formed, the steel tied securely in final position and the footing is ready for the concrete to be placed. B. Where cleanout holes are not provided: (1) After the blocks have been laid up to a height of 4' or full height for -walls up to 5', with steel in place but before the grout is poured, and (2) After the first lift is properly grouted, the blocks have been laid up to the top of the wall with the steel tied securely in place but before the upper lift is grouted. Where cleanout holes are provided: After the blocks have been laid up to the top of the wall, with the steel tied securely in place but before grouting. C. After grouting is complete, waterproofing is placed and after perforated pipe and crushed rock wall drains are in place but before earth backfill is placed. D. Final inspection when all work has been completed. CONCRETE GROUT AND MORTAR MIXES: Concrete grout shall attain a minimum compressive strength of 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. All cells shall be filled with grout. Rod or vibrate grout within 10 minutes of pouring to insure consolidation. Bring grout to a point 2" from the top of masonry units when grouting of second lift is to be continued at another time. MORTAR KEY: To insure proper bonding between the footing and the first course of block, a mortar key shall be formed by embedding a flat 2x4 flush with and at the top of the freshly poured footing. The 2 x 4 should be removed after the concrete has started to harden (approximately 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured and a good bond is obtained. For curved walls the 2x4 shall be notched on 16" centers to provide a curved mortar key. WALL DRAINS: Wall drains shall be provided in accordance with detail RW-5. SOIL: AH footings shall extend at least 12 inches into undisturbed natural soil or approved compacted fill. Soil should be dampened prior to placing concrete in footings. ^^^eer^T^- U All #5 zlr&VtJ h<5 °<9,C..0yA> %. g-ui- Retaining Walls For Pool and Spa At Korte Residence 2808 Carrillo Way Carlsbad, Ca 92009 Prepared by: Michael L. Brown, PE 9155 Single Oak Drive Lakeside, Ca 92040 (619) 561-6907 \S -- -5" TvJt-Q .pRcp. gRa 'M S Z.67 ^BWa.33' foi 6Wks ., -L6>fe7.\ . 4 \.e&s''e>' *e«J3.*7 —t- 1L *o -+•• SfVftn1-o •:.^^.67l L-Ctd H£ B/«fe-5 u- ie.^' I j"^r:;t7 [ Cgc^.M o|tftl Slocks ,. s Bfoc. is. -J 01 55* -T-ZO -hio -ho --5 r r r Vl•*•} S? v/ III) > 0 1 . .1 "-.1(11 -p 2Qi r n cQ c cQ -a n <£> ll? -\—^ Q ct I I I I I I I I 0 \—\ 0 CO ss n II M o c 06 t M £ ^II s. c A-ll c^l -/'-VWftil, nV ll er&en-sid^ 2t(&?e ^ £\ej, s hou*J e>P p//^s ^•Wis o U- V 9 **~^ -Y-7"- 2" "V_± ' 12' **- b/H^s Ctyo.} iiIb &•& Ib £-C> t ^—«--^ T ffV^AW^U '+"£• c.(rif.') tyf.) r r r DESIGN CONDITIONS: Walls are to be used for the loading conditions shown for each type wall. Design H shall not be exceeded without prior written approval of the Engineer. Footing key is required except when found unnecessary by the Engineer. Footing design shall be confirmed and/or modified in writing by the Engineer upon review of the Owner fiirnished soils report and nriof-te-exgavation of footings. DESIGN DATA: Reinforced Concrete: Fc = 1500 psi Fc = 3000 psi Fs = 20,000 psi n=10 Reinforced Masonry: F'm = 1500 psi Fm = 250 psi Fs = 20,000 psi n = 40 _ Earth =110 pcf and Equivalent Fluid Pressure = 45 psf per foot of height. WallJsnown are designed in accordance with Soils Report dated June 2,2003 by Landtech Soils Engineering, Inc for unlimited 2:1 sloping backfill. No special inspection. Use half stresses. REINFORCEMENT: Intermediate grade, hard grade, or rail steel deformation shall conform to ASTM A615, A616 or A617. Bars shall lap 40 diameters, where spliced, unless otherwise shown on the plans. Bends shall conform to the Manual of Standard Practice, A.C. 1. Backing for hooks is four diameters. All bar embedments are clear distances to outside of bar. Spacing for parallel bars is center to center of bars. MASONRY: All reinforced masonry retaining walls shall be constructed of regular or lightweight standard units conforming to the "Standard Specifications for Public Works Construction." JOINTS: Vertical control joints shall be placed at 32-foot intervals maximum. Joints shall be designed to resist shear and other lateral forces while permitting longitudinal movement. Vertical expansion joints shall be placed at 96-foot intervals maximum. CONCRETE: Footing concrete shall be 560-C-3250, using B aggregate when placing conditions permit. BACKFILL: No backfill material shall be placed against masonry retaining walls until grout has reached design strength or until grout has cured for a minimum of 28 days. Compaction of backfill material by jetting or ponding with water shall not be permitted. Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted until the relative compaction is not less than 90%. INSPECTIONS: Call for inspections as follows: A. When the footing has been formed, the steel tied securely in final position and the footing is ready for the concrete to be placed. B. Where cleanout holes are not provided: (1) After the blocks have been laid up to a height of 4' or full height for walls up to 5', with steel in place but before the grout is poured, and (2) After the first lift is properly grouted, the blocks have been laid up to the top of the wall with the steel tied securely in place but before the upper lift is grouted. Where cleanout holes are provided: After the blocks have been laid up to the top of the wall, with the steel tied securely in place but before grouting. C. After grouting is complete, waterproofing is placed and after perforated pipe and crushed rock wall drains are in place but before earth backfill is placed. D. Final inspection when all work has been completed. CONCRETE GROUT AND MORTAR MIXES: Concrete grout shall attain a minimum compressive strength of 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. All cells shall be filled with grout. Rod or vibrate grout within 10 minutes of pouring to insure consolidation. Bring grout to a point 2" from the top of masonry units when grouting of second lift is to be continued at another time. MORTAR KEY: To insure proper bonding between the footing and the first course of block, a mortar key shall be formed by embedding a flat 2x4 flush with and at the top of the freshly poured footing. The 2 x 4 should be removed after the concrete has started to harden (approximately 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured and a good bond is obtained. For curved walls the 2x4 shall be notched on 16" centers to provide a curved mortar key. WALL DRAINS: Wall drains shall be provided in accordance with detail RW-5. SOIL: All footings shall extend at least 12 inches into undisturbed natural soil or approved compacted fill. Soil should be dampened prior to placing concrete in footings. CDOXX-nrn-OOJ tilsiii*2 < > T3 T Z Z <5 3D -* O DQ (s g«S33 30 •gs m i 3 '03 04-25-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR04i04 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2808 CARRILLO WY CBAD PCR 2226621700 Lot#: 0 $0.00 Construction Type: NEW SEE CB03-2853 TO R-W3 & OTHER TO G4 (CITY STNDS) Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Applicant: KORTE ROGER C&JANET A 2808 CARRILLO WAY CARLSBAD CA 92009 Owner: KORTE ROGER C&JANET A 2808 CARRILLO WAY CARLSBAD CA 92009 VOID 06/25/2004 KMT Plan Check Revision Fee Additional Fees $0.00 $0.00 Total Fees:$0.00 Total Payments To Date:$0.00 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 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. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 CA3AV FOR OFFICE USE O PLAN CHECK NO. EST. VAL. Plan Ck. Deposit, ValidatedjBy Date dress (include Bldg/Suite *)/Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total * of units sessor's Parcel f Existing Use Proposed Use Fax * Name Address litti^t^ws^^ City State/Zip Telephone * Name Address City State/Zip Telephone (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1»500]). Name State License # Address License Class City State/Zip City Business License * Telephone # Designer Name State License * Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company _ Policy No. _ Expiration Date _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1*100] OR LESS) O 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 lecure worker*' compensation coverage Is unlawful, and anal subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (4100,000), hi addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE _ ; _ DATE _ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 'r 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). C] I am exempt under Section _ Business and Professions Code for this reason: 1 . I personally plan to provide the major labor and materials for construction of the proposed property improvement. O YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): __ _ PROPERTY OWNER SIGNATURE DATE t; , 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 2550S, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - O YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O YES D 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 REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. HMafflUHmiE^^ .„.„__ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have reed the application and state that the above information ia 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 representatives 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 at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance DATE »•« fr via uiiiop b«rOl 760-966-1789 P-l • What «cnee0 to »ra»MwMtvw am K 2108 CMVMB WVX, CwMNM CA YES 8S.10QSMOAMSMOAM«ial«l» > <i»fl t»v« Jotwi sign It- Ott^nofce a? 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