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Home My WebLink About2815 JEFFERSON ST; ; CB050158; Permit02-01-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No: CB050158 uilding Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: CRAG HORWAT 2815 JEFFERSON ST CBAD RETAIN 2031102900 Lott: $42,240.00 Construction Type: KENT JESSEE BLDG-2640 SF RETAIN WALLS 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Plan Checktf: Inspect Area: Owner: JESSEE WILLIAM K ISSUED 01/18/2005 RMA 02/01/2005 02/01/2005 SMITH CONSULTING ARCHITECTS 12220 EL CAMINO REAL 92130 858 793-477 2075 CORTE DEL NOGAL #S CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $315.27 $0.00 $204.93 $0.00 $4.22 $0.00 $0.00 $0.00 $0.00 $524.42 Total Fees:$524.42 Total Payments To Date:$204.93 Balance Due:$319.49 0795 02/01/05 02 319-49 BUILDING PLANS ^/_ IN STORAGE ATTACHED Inspector: Fl Date:Clearance: NOTICE; Please take NOTICE that approval of your project includes the "Imposition" ot 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 (he 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 Dreviouslv_otherwise expired. MIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO/ J\ 0 LJ oEST. VAL. Plan Ck. Deposit Validated fiy Daffl^f Address (include Bldg/Suite #)CP lor- 46 OF MAP ^^v/^s Uoi&J/fr Name Address City State/Zip Telephone ft TelephoneName Address City State/Zip 5i;e6Nt«ACTOR-COMPANY NAME • T (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 Codel 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 IS500)). ^ c_ fc Name State License # Address License Class City State/Zip Telephone ft City Business License # /<?-•' "Vc3 Q Designer Name Address City State/Zip Telephone License # :6ir:nWORlKEftsncbMPENSATlON "-' .. : '. .:." • .- '' '••'.-'\- -.'•. V: ; '.'- ' %-"!;:. "'; ••'• ,..;_•;.;•....•.;••; .-••-. , Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: f~l 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. •51 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: / sV^X 6 ®& / "~ 0/ ~~O 6 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$100] OR LESS) D 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 L&lCLD.fJpOK^n addHfliyttTthe eopt of o&moefksation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. "" * " DATE OWNER-BUlLDERBECLARATN I hereby affirm that I am exempt from the Contractor's License Lafor 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). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Q 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. Q YES [~lNO 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 NO 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q 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 REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. «4 : qOJHSTRUCTION LENDING AGEhlCY 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 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" deeaand demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official undeo^ne provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of sefch permit or it the building or work authorized by such permit is suspended or abandoned at any time after the work is commenpg/foj^ period ofiaC days (Section WK.4.4 Uniform Building Code). APPLICANT'S SIGNATURE /Ql^^/t^r /tf&foj^-/ DATE > WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 07/18/2005 Permit# CB050158 Title: KENT JESSEE BLDG-2640 SF Description: RETAIN WALLS Inspector Assignment: PC Type: RETAIN Sub Type: Job Address: 2815 JEFFERSON ST Suite: Lot 0 Location: APPLICANT CRAGHORWAT Owner: Remarks: am please Phone: 6197784602 Inspector: Total Time: CD Description 69 Final Masonry Act Requested By: MIKE Entered By: CHRISTINE omment Associated PCRs/CVs Date 02/14/2005 02/11/2005 02/09/2005 02/08/2005 02/07/2005 02/02/2005 Inspection History Description Act Insp Comments 65 Retaining Walls 61 Footing 65 Retaining Walls 65 Retaining Walls 11 Rg/Foundation/Piers 61 Footing AP PC GROUT AND WALL DRAINS CA PC TOO WET PA PC GROUT 1ST LIFT NORTH AND WEST WALLS DRAINS IN PLACE NR PC AP PC SOUTH PROP. LINE WALL PA PC NORTH AND WEST PROP. LINE WALLS Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 REPORT OF COMPRESSION TEST FOR LW CONCRETE CYLINDERS Sample Group # 752825 Project Name W. Kent Jessee Office Building Project Address 2815 Jefferson Street Project No 10-7528T City Carlsbad Lyons Warren & Associates Gen. Contractor Sterette Construction Engineer Bldg Permit No CB-050158 Gov't Contract # Sub-Contractor JN/A_ Architect Smith Consulting Architects Plan File No DSA/OSHPD Sample Group Data Report of LW Concrete Cylinders Measured Placement Date 6/15/2005 Slump (in.) 3.5 Supplier/Plant Hanson Air Temp (°F) 71 Mix Number/Descr 4053504 / 4000PSI HYDROLIGHT Mix Temp (°F) 78 Mix Design 4000 psi 27.6 MPa Air Content (%) N/A Specified Strength 4000 psi 27.6 MPa Field Unit Wt pcf Specified Date 7/13/2005 Dry Unit Wt pcf 116.9 Truck No. 510 Ticket #: 818625 Age: 60 Min. Samples Made By: Daniel Azlin Cement Type Sample Mark Delivered by Date Rec'd in Lab Admixture N/A Specific Location SECOND LEVEL DECK Specified N/A N/A N/A N/A N/A II/V 6/18/2005 Special Instructions/Remarks 1@7 - 2@28 - 2 Hold Compression Laboratory Data Sample Lab No. Date Dimensions Test Area Age Tested 7 25A 6/22/2005 4x8 in 12.30 in* 28 25B 7/1 3/2005 4x8 in ^ 2.30 in' 28 25C 7/13/2005 4x8 >n 12.30 in* Cone A E Max Load 55,841 Ibs 80,200 Ibs 78,246 Ibs Compressive Strength Fracture Type 4540 psi 3 1.3 MPa C 6520 psi 44.9 MPa C 6360 psi 43.8 MPa C Cone/Split B Cone/Shear C Shear D Columnar E IX ^ Checked by:Date: W. Kent Jessee & Associates Sterette Construction Reviewed by Douglass Jonnston. Lab Manager : 7/21/2005 Lyons Warren & Associates City of Carlsbad Smith Consulting Architects Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 REPORT OF COMPRESSION TEST FOR CONCRETE CYLINDERS Sample Group # 752824 Project Name W. Kent Jessee Office Building Project Address 2815 Jefferson Street Gen. Contractor Sterette Construction Engineer Bldg Permit No CB-050158 Gov't Contract # Project No 10-7528T City Carlsbad Sub-Contractor N/A Lyons Warren & Associates Architect Smith Consulting Architects Plan File No DSA/OSHPD ' " Sample Group Data Report of Placement Date Supplier/Plant Mix Number/Descr Mix Design Specified Strength Specified Date Truck No. 399 Sample Mark Admixture N/A Concrete 5/17/2005 Hanson 3032512/1" ROCK 3000 psi 3000 psi Ticket*: 804287 Age: Cylinders Slump Air Temp Mix Temp 20.7 MPa Air Content 20.7 MPa Field Unit Wt 6/14/2005 Dry Unit Wt 60 Mln. Samples Made By: Dan Adkins Delivered by Measured (in.) 6 (°F) 72 <°F) 79 (%) N/A pcf pcf Cement Type Date Rec'd En Lab Specified N/A N/A N/A N/A N/A II ASSESS Specific Location B LINE COLUMN AND POURED IN PLACE WALL Special Instructions/Remarks 1 at 7,2 at 28,1-hold Compression Laboratory Data Sample Lab No. Date Age Tested 7 24A 5/24/2005 28 24B 6/14/2005 28 24C 6/14/2005 56 24D 7/12/2005 Dimensions 4x8 4x8 4x8 4x8 in in in in Test Area 12.30 in' 12.30 in' 12.30 in* 12.30 in* Max Load 22,237 Ibs 33,052 Ibs 30,833 Ibs 36,657 Ibs Compresslve Strength Fracture Type 1810psi 12.5MPa D 2690 psi 18.5 MPa D 2510 psi 17.3 MPa D 2980 psi 20.5 MPa D Cone A Cone/Split B Cone/Shear C Shear D Columnar ><A x y E Comments: 28 day test does not meet specifications. 56 day test does not meet 28-day specifications. Sampling and testing conducted in accordance with ASTM Standard designat!ons:C31, C39, Checked by: Pate; Reviewed by: W. Kent Jessee & Associates Sterette Construction Douglass Johnston. Lab Manager Lyons Warren & Associates City of Carlsbad Smith Consulting Architects Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 REPORT OF COMPRESSION TEST FOR CONCRETE CYLINDERS Sample Group # 752823 Project Name W. Kent Jessee Office Building Project Address 2815 Jefferson Street Gen. Contractor Sterette Construction Engineer Bldg Permit No Gov't Contract # Project No JO-7528T_ City Carlsbad Sub-Contractor N/A Lyons Warren & Associates CB-050158 Architect Smith Consulting Architects Plan File No DSA/OSHPD Sample Group Data Report of Concrete Cylinders Measured Placement Date 5/10/2005 Stump (in.) 4 Supplier/Plant Hanson Air Temp (°F) 68 Mix Number/Descr 3032512 / 3000PSI, 6 SACK, 3/8" ROCK Mix Temp (°F) 78 Mix Design JJOOO psi _2O7 MPa Air Content (%) N/A Specified Strength J|00p_ _psi 20.7 MPa Field Unit Wt pcf Specified Date 6/7/2005 Dry Unit Wt pcf Truck No. 539 Ticket #: 800426 Age: 35 Min. Samples Made By: Daniel Azlin Cement Type Sample Mark Delivered by Date Rec'd in Lab Admixture N/A Specific Location SLAB ON GRADE Specified N/A N/A N/A N/A N/A il/V Special Instructions/Remarks 1 at 7, 2 at 28,1-hold Compression Laboratory Data Sample Lab No. Date Age Tested 7 23A 5/17/2005 28 23B 6/6/2005 28 23C 6/6/2005 Dimensions Test Area 4x8 4x8 4x8 in 12.30 in* in 12.30 in* in 12.30 In* Max Load 33,264 Ibs 52,194 Ibs 52,972 Ibs Compressive Strength Fracture Type 2700 psi 18.6 MPa D 4240 psi 29.2 MPa D 4310psi 29.7MPa D Cone A Cone/Split B Cone/Shear C Shear D Columnar E)<i X ^ Comments: m28_d_aytest:,rneets specificatipns. Sampling and testing conducted in accordance witfi ASTM Standard designations:C31, C39, C1064, C143, & C172 Checked by: Date: Reviewed by; cc: W. Kent Jessee & Associates Sterette Construction Douglass Johnston. Lab Manager Lyons Warren & Associates City of Carlsbad Smith Consulting Architects Date: 6/8/2005 Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 Sample Group # Project Name W. Kent Jessee Office Building Project Address 2815 Jefferson Street Gen. Contractor Sterette Construction Sub-Contractor N/A Project No 10-7528T City Carlsbad Engineer Lyons Warren & Associates Architect Smith Consulting Architects Bldg Permit No CB-050158 Gov't Contract # Plan File No DSA/OSHPD Sample Group Data Report of Mortar Placement Date 3/7/2005 Supplier/Plant Spec. Mix Inc. Mix Number/Descr 0202 / TYPE 'S' Cylinders Measured Specified Slump (in.) 2.75" N/A Air Temp (°F) 58 N/A Mix Temp (°F) 64 N/A Mix Design 1 800 psi 1 2.4 MPa Air Content (%) N/A N/A Specified Strength 1800 psi 12.4 MPa Field Unit Wt pcf N/A Specified Date 4/4/2005 Dry Unit Wt pcf Truck No. N/A Ticket #: N/A Age: 10 Min. Samples Made By: Henry Salmon Sample Mark Delivered by Admixture N/A Cement Type N/A Date Rec'd in Lab 3/9/2005 Specific Location HEAD AND BED JOINTS, NINTH COURSE ABOVE FOOTING, LINE F Special Instructions/Remarks 1@7, 2@28 Compression Laboratory Data Sample Lab No. Date Dimensions Test Area Max Load Com press! ve Strength Fracture Age Tested Type 7 13A 3/14/2005 2x4 in 3.14ina 12,780 Ibs 4070psi 28.0MPa D 28 13B 4/4/2005 2x4 in 3. 14 In* 20,385 Ibs 6490 psi 44.7 MPa D 28 1 3C 4/4/2005 2x4 in 3. 1 4 in* 1 9,955 Ibs 6360 psi 43.8 MPa D Cone A Cone/Split B Cone/Shear C Shear D Columnar E XIX /, ^ Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations:C109 Checked by:Date: cc:W. Kent Jessee & W. Kent Jessee Sterette & Associates Construction Reviewed by:Date: 4/5/2005 Douglass Johnston. Lab Manager Lyons Warren & Smith Consulting City of Carlsbad Associates Architects N/A Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 REPORT OF COMPRESSION TEST FOR GROUT PRISMS Sample Group # 752814 Project Name W. Kent Jessee Office Building Project No 10-7528T Project Address 2815 Jefferson Street City Carlsbad Gen. Contractor Sterette Construction Engineer Lyons Warren & Assocjates Bldg Permit No CB-Q50158 Gov't Contract # Sub-Contractor N/A Architect Smith Consulting Architects Plan File No DSA/OSHPD Sample Group Data Report of Grout Placement Date 3/3/2005 Supplier/Plant Hanson Mix Number/Descr 201 1 01 1 Mix Design 2000 Specified Strength 2000 Specified Date Truck No. 512 Ticket*: Sample Mark Admixture N/A Prisms Slump Air Temp / 6 SACK, PUMP 2" LINE Mix Temp psi 13.8 MPa Air Content psi 13.8 MPa Field Unit Wt 3/31/2005 Dry Unit Wt Measured (in.) 9" (°F) 63 (°F) 68 (%) N/A pcf pcf 770201 Age: 100 Min. Samples Made By: Henry Salmon Cement Type Delivered by Date Rec'd in Lab Specified N/A N/A N/A N/A N/A N/A 3/9/2005 Specific Location FIRST LIFT OF 5'-0" BUILDING WALLS Special Instructions/Remarks 1@14, 2@28 Compression Laboratory Data Sample Lab No. Date Dimensions Age Tested 14 14A 3/17/2005 2.99X3.04 In 28 14B 3/31/2005 3.01X3.09 in 28 14C 3/31/2005 3.00X3.14 in Test Area Max Load Compressive Strength Fracture Type 9.09in2 24,961 Ibs 2750psi 18.9MPa D 9.30 in2 34,026 Ibs 3660 psi 25.2 MPa D 9.42in2 35,188 Ibs 3740psi 25.8MPa D Cone A Cone/Split B Cone/Shear C Shear D Columnar E Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designation*£1019, C1064, & C143 Checked by: cc:W. Kent Jessee & Date: W. Kent Jessee Sterette & Associates Construction Reviewed by:Date: 4/5/2005 Douglass Johnston. Lab Manager Lyons Warren & Smith Consulting City of Carlsbad Associates Architects N/A Tesrwc »ENGINEER™, IK. Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:{760) 746-9806 REPORT OF COMPRESSION TEST FOR GROUT PRISMS Sample Group # 75289 Project Name W;J^L^!!L?-e 95L9e Project Address J2815 Jeffersor^Street Gen. Contractor Sterette Construction Engineer Ly°0£ Warren Bldg Permit No CB-050158 Gov't Contract # Project No 10-7528T Sub-Contractor N/A __ _ Architect jSrnjth Consulting Architects Plan File No ___ ..... __ ______ ™™™__™™_ DSA/OSHPD Report of Placement Date Supplier/Plant Mix Number/Descr Mix Design Specified Strength Specified Date Truck No. 495 Grout 2/16/2005 Hanson 201 1011 /N/A 2000 psi 2000 psi ™ „,, Ticket*: 766391 Age: Sample Group Data Prisms Slump (in.) Air Temp (°F) Mix Temp (°F) 13.8 MPa Air Content (%) 13.8 MPa Field Unit Wt pcf 3/16/2005 Dry Unit Wt pcf 70 Min. Samples Made By: Bruce Spratley Measured 9" 74 79 N/A Cement Type Specified N/A N/A N/A N/A N/A N/A Sample Mark Admixture Specific Location SECOND UFTAT9/B Special Instructions/Remarks 1@7, 2@28 Compression Laboratory Data Sample Lab No. Date Dimensions Test Area Max Load Age Tested 7 9A 2/23/2005 2.98X3.07 in 9.15ln» 21,757 Ibs 28 9B 3/16/2005 3.08X3.09 28 9C 3/16/2005 3.01X3.06 in 9.52 in2 27,061 Ibs in 9.21 in* 26,355 Ibs Compressive Strength Fracture Type 2380psi 16.4MPa D 2840 psi 19.6 MPa D 2860 psi 19.7 MPa D Cone A Cone/Split B Cone/Shear C Shear D Columnar XTx A ^ E Comments: ^Jayj£^^®is,.?£?£i55?i'onS:,. Sampling and testing conducted in accordance with ASTM Standard designations:CA219.C1Q64, & C143 Checked by: cc:W. Kent Jessee & Date; W. Kent Jessee Sterette & Associates Construction ins:&& 3>*Reviewed by:Date: 3/17/2005 Douglass Johnston. Lab Manager Lyons Warren & Smith Consulting City of Carlsbad Associates Architects N/A EsGil Corporation In Partners/tip vfitfi §ovtrnment for *Buiti£ing Safety DATE: January 26, 2005 a APPLICANT JURISDICTION: Carlsbad a FILE PLAN CHECK NO.: 05-158 SET: I PROJECT ADDRESS: 2815 Jefferson St. PROJECT NAME: W. Kent Jessee Office Building; Site Retaining Walls The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Kurt Culver Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/19/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 05-158 January 26. 2005 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-158 PREPARED BY: Kurt Culver DATE: January 26, 2005 BUILDING ADDRESS: 2815 Jefferson St. BUILDING OCCUPANCY: Wall TYPE OF CONSTRUCTION: Mas. BUILDING PORTION Ret. Wall Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 42,240 42,240 $315.27 Plan Check Fee by Ordinance Type of Review: Repetitive FeeRepeats Complete Review D Other i—I Hourly Structural Only Hour* Esgll Plan Review Fee $204.93 $176.55 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad — of— i • ii iniia^^^^^^a^^^^^^^^^^^^^^^Mai ^^^^^^^^^^^•^^^^^^^^^^^^^^^^^^•n • ^ ^^^^^Public Works — Engineering BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER: BUILDING ADDRESS:S ^* PROJECT DESCRIPTION: Retainina Wall ASSESSOR'S PARCEL NUMBER:ft) ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, intormation and/or specifications provided in your submitlal; therefore, any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. Date: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: ATTACHMENTS Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON NAME: JOANNE JUCHNIEWICZ City of Carlsbad ADDRESS: 1635 Faraday Avenue Carlsbad, CA 92008 PHONE:(760) 602-2775 1635 Far£cs\ Avenue a Q BUILDING PLANCHECK CHECKLIST RETAINING WALLS 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures (dimensioned from street) C. Property Lines D. Easements E. Retaining Wall (location and height) 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes ^- C. Existing Topography \XAXA 3. Include on title sheet: A. Site Address B. Assessor's Parcel Number C. Legal Description D. Grading Quantities Cut _Fill Import/Export (Grading Permit and Haul Route Permit may be required) Q Q 4. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by:Date: MISCELLANEOUS PERMITS Q Q Q 5. A RIGHT-OF-WAY PERMIT is required to do work in City Rights-Way and/or private work adjacent to the public Right-of-Way. A separate Right-of-Way issued by the Engineering Department is required for the following: Please obtain an application for Right-of-Way permit from the Engineering Department. P-aae 1 '.1iL/.SFALMAE\SYEU.IBRARYiENC-1.WORO\DCtSCHKL£T\fceiainin6 Wai Buii Raenette Abbey-Re: Fwd: Question about CB050158 Page 1 From: Pat Kelley To: Cliff Jones; Skip Hammann Date: 01/27/2005 8:34:59 AM Subject: Re: Fwd: Question about CB050158 Thanks Skip Cliff - we handle plan checks on a first-come, first-served basis. It just came into plan check on the 18th and usual turnaround is at least two weeks. I doubt EsGil will have problems w/a retaining wall, however Planning and Engineering review has not been completed as yet. They usually take longer than EsGil. The City does not perform "courtesy" inspections - inspections on work w/o permits and approved plans. It would be a little late to correct anything if they'd already poured foundations.... we recognize everyone's always in a hurry. They may have this one project to embark upon...we have three or four hundred a month to route and inspect. So we handle them first come-first serve to be fair to everyone. . Pat >» Skip Hammann 01/26/2005 2:48:56 PM >» Pat, This one is for you. Thanks, Skip Hammann Deputy City Engineer 760-602-2780x7321 Shamm@ci.carlsbad.ca.us >» Cliff Jones 01/26/2005 11:18:26 AM >» Hi Skip, This is Cliff Jones in the Housing & Redevelopment Department. I had a quick question for you. I was curious if the building department does "courtesy inceptions" in order to expedite the process of obtaining a building permit. I have a contractor named Mike who is trying to obtain permit number CB050158 (which our department recently reviewed and approved (memo is attached)) and he asked if there is anyway to expedite the issuance of permit. Can you let me know the earliest date the permit may be issued if know at this time? The gentlemen trying to obtain the permit is very eager. Thank you for your time. I do apologize for any inconvenience. Regards, Cliff Raenette Abbey-Re: Fwd: Question about CB050158 Page 2 •Cliff Jones City of Carlsbad Housing & Redevelopment Department Phone: (760)434-2813 Fax: (760)720-2037 ciones@ci.carlsbad.ca.us S1 X 4" X IS1 3-SCORE CAP CURB PER SDRSD G- 4" SUBDRAIN DRAINS TO PARKING AREA S' CMU ID/ 24" O.C. VERT, 24" O.C. MORIZ. SOLID GROUT LOUJER 4'-0' PROVIDE "TMOR05EAL1 LUATERPROOFING PROTECTION BOARD 4' PERFORATED TILE DRAIN CPERFORATION5 DOLUN; GRAVEL 2/3 HEIGHT OF LLJALL ('RETAINING PORTION ONLY; 3 *4 CONT. *4 [T241 O.C. W. Kent \essee & Associates Office Building 2815 Jefferson Street, Carlsbad, California 92008 SmithC ingArchitects 03 FIELD BULLETIN 01/07/05 DATE 1122) BCvrtnoM > niw (ISiJTW-4777 FB 03.01 DRAWING 03213.S JOB NUMBER CURB PER SDR8DG- B'CMUUJ/ 24' OC. VERT, 24' PROVIDE THOR06EAL' IUATERFR00HNG PROTECTION BOARD 41 PERFORATED TILE DRAIN DOUN; 3RAVEL 2/3 HEIGHT OFUMLL (-RETAININGPORTION ONLY; 4'SIBDRAIN DRAINS TO PROPERTY LINE «4CCNT. SECTION E-E W. Kent Jessee & Associates Office Building 2815 Jdferson Street, Cartsbad, California 92008 SmithConsultingArchitects 03 FIELD BULLETIN 01AJ7/D6 DATE FB 03.02 DRAWING 032ia8 JOB NUMBER Lyons, Warren Associates 1/13/2005 <858)-573-8999 CANTILEVER MASONRY SCREEN WALL Job: Location: Seismic Zone Ca Wind WALL DESIGN BACKFILL Hght @ grade: Backfill: T.O.F. SOIL Active: Passive: Friction: Friction Comb: HORI2. LOAD disttoTOF VERT. LOADS DEAD LIVE PROPERTIES Fm: Fs: n= FOOTING FOOTING width: thickness: heel: KEY X to heel: thickness: depth: PROPERTIES Fc: Fy: d= a= Jessee O.B. CMU fence 4 Factor* 5psf 9.00ft 3.00ft 0.67 ft 35pcf 150 pcf 0.25 0.25 oplf 0.00ft Oplf Oplf 1500 psi 24000 psi 25.8 3.00ft 1.00ft 1.00ft 1.00ft 0.67ft 1-OOft 2000 psi 60000 psi 0.4 0.44 0.22 LEVEL P Moment Shear P Tnom Tact d Steel Spacing Solid Grout ? As np k 2/kj Insp?: Fb= Fa= fb= fa= interaction fs= Na: Nv: Rp= Base 18psf S55 ft'lbs 372 Ibs 618 Ibs Sin 7.625 in 3.81 in 5 24 in o.c. yes 0.16sq. in. 0.087 0.340 0.887 6.641 yes 500 psi 187 psi 390 psi 7 psi 0.817 19570 WALL ONLY 1.0 1.0 3.0 c ok <=1-OK <=Fs-OK hx: hr: ap: 3 P Moment Shear P Tnom Tact d Steel Spacing Solid Grout ? As np k J 2/kj Insp?: Fb= fb= fa= interaction fs= 12.00ft 12.00ft 1.0 ft 13psf 242 ft'lbs 88 Ibs 366 Ibs Sin 7.625 in 3.81 in 5 24 in o.c. no 0.16 sq. in. 0.087 0.340 0.887 6.641 no 250 psi 187 psi 110 psi 6 psi 0.471 5532 Mot= 855 ft'lbs FS= 1.95 Vbase= 372 Ibs FS= 1.59 RESISTING MOMENT Hem Weight Arm Mr footing 450 Ibs 1 .50 ft 675 ft'lbs key 101 Ibs 1-S7ft/7 167ft*lbs Wall 618 Ibs 1.33ft// 824ft*lbs Total 8 0.30 1168.50 Ib // 1666ft'lbsLL^HSK \<Ts><fa ,nT\\^tX^/ c ok <=1-OK <=Fs-OK SLIDING R 6ft P Moment Shear P Tnom Tact d Steel Spacing Solid Grout ? As np k j 2/kj Insp?: Fb= Fa= fb= interaction 13psf 60 ft'lbs 40 Ibs 183 Ibs Sin 7.625 in 3.81 in 5 24 in o.c. no 0.16 sq. in. 0.087 0.340 0.887 6.641 no 250 psi 187 psi 28 psi 3 psi 0.125 1383 ESISTANCE Hem Vr FS friction 292 Ibs 0.79 passive 300 Ibs 0.81 combined 592 Ibs 1 .59 SOIL PRESSURE a= 0.69 ft e= 0.81ft >L/6-UPLlF L'= 2.08 ft SPmax= 1121 psF attoe SPmin= 0 psF REINFORCING XUfe" 2.000 ft Mftg= 1.53 ft-k Wsifs= 45 plf Psoil= *1167 Ibs Xbar= 1.308 ft Msoil= 1.53 ft-k Mu= 1.22 ft-k Asmin= 0.03 sq in 9455 Ridgehaven Ct., Ste 200 PAGE OF San Diego, CA 92123 Lyons, Warren Associates 1/13/2005 (858)-573-8999 CANTILEVER MASONRY SCREEN WALL Job: Location: Jesses O.B. CMU fence - reverse grade Seismic Zone U Ca WALL DESIGN BACKFILL 4 Factor= 5psf 0.4 0.44 0.22 Nv. Rp=3.0 LEVEL Base Hght @ grade: BacMill: T.O.F. SOIL Active: Passive: Friction: Friction Comb: HORIZ. LOAD disttoTOF VERT. LOADS DEAD LIVE PROPERTIES Fm: Fs: n= 9.00ft 3,00ft 0,67 ft 35pcf 150 pcf 0.25 0.25 Oplt 0.00 ft Oplf Optf 1500 psi 24000 psi 25.8 P Moment Shear P Tnom Tact d Steel Spacing Solid Grout ? As np k j 2/kj Insp?: Fb= Fa= fb= fa= interaction fe= 18psf 855 fl'lbs 372 Ibs 618 IDS 8 in 7.625 in 3.81 in 5 24 in o.c. yes 0.1 6 sq. in. 0.087 0.340 0.887 6.641 yes 500 psi 187 psi 390 psi 7 psi 0.817 19570 c ok <=1-OK <=Fs-OK 3ft 6ft P Moment Shear P Tnom Tact d Steel Spacing Solid Grout ? As np k j 2/kj Insp?: Fb= Fa= fb= fa= interaction fs= 13psf 242 ft'lbs 88 Ibs 366 Ibs Sin 7.625 in 3.81 in 5 24 in o-c. no 0.16 sq. in. 0.087 0.340 0.887 6.641 no 250 psi 187 psi 110 psi 6 psi 0.471 5532 c ok <=1-OK <=Fs-OK P Moment Shear P Tnom Tact d Steel Spacing Solid Grout ? As np k J 2/kj Insp?: Fb= Fa= fb= fa= interaction fs* 13psf 60 ft'lbs 40 Ibs 183 Ibs Sin 7.625 in 3.81 in 5 24 in o.c. no 0.16 sq. in. 0.087 0.340 0.887 6.641 no 250 psi 187 psi 28 psi 3 psi 0.125 1383 c ok <=1-OK <=Fs-OK FOOTING FOOTING width: thickness: heel: KEY Xto heel: thickness: depth: WALL ONLY SLIDING RESISTANCE 3.00ft 1.00ft 2.67ft 1.00ft 0.67ft 1.00ft Mot= S55ft"lbs FS= 3.16 Vbase= 372 Ibs FS- 1.59 RESISTING MOMENT Hem Weight Arm Mr footing 450 Ibs 1.50ft 675 ft'lbs key 101 Ibs 1.67ft^j 167ft"lbs Wall 618 Ibs 3.0qfn ] 1856 ft'lbs Item Vr FS friction 292 Ibs 0.79 passive 300 Ibs 0.81 combined 592 Ibs 1 .59 SOIL PRESSURE a= 1.58ft e= 0.08 ft <U6 - NO UF Total 1168.50 Ib 2698 ft'lbs SPmax= SPmin= 3.00 ft 450 psF at toe 329 psF REINFORCING Xtifs= Mftg= Wsifs= Psoil= Xbar= Msoil= Mu= Asmin= 0.330 ft 0.02 ft-k 401 plf * 140 Ibs 0.168 ft 0.02 ft-k 0.02 ft-k 0.00 sq in 9455 Ridgehaven Ct., Ste 200 PAGE OF San Diego, CA 92123 From: Christina Lowman At: Allenbrooke Insurance Services FaxlD: Allenbraoke Insuranc To: Starrett Construction, Inc. Date: 1/19/2005 03:25 PM Page: 2 of 2 ACOKD. CERTIFICATE OF LIABILITY INSURANCE 3T^° PRODUCER Allenbrooke insurance Services CA License #OB72740 1322 Scott St., Suite #201 San Diego CA 92106 Phone: 619-641-7450 Tax: 619-641-7455 INSURED Starrett Construction inc. 1941-B & C Friendship Drive El CajOtt CA 92020 DATE (MWDD/YYYY) 01/19/05 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR • ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW- INSURERS AFFORDING COVERAGE INSURER A bivricui sat «ty Xndwinty Co INSURER B: st«t« Conpmuition Uuuruic* INSURER C INSURER 0 INSURER E .NAIC# COVERAGES MAY PERTAIN, THE INSURANCE AFFORDED B¥ THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 9Y PAID CLAIMS LTR A B MSRC TYPE OF INSURANCE GENERAL LIABlifTY X COMMERCIAL GENERAL LIABILITY 1 CLAIMS MADE [x"| OCCUR GEWL AGGREGATE LIMIT APPLIES PER D f 1 PQA- l~" 1POLICY | [jECT |X |LOC ALTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY | ANY AUTO EXCESS/UMBRELLA LIABILITY 1 OCCUR \_~\ CLAIMS MADE B DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? 11 yes, describe underSPECIAL PROVISIONS below OTHER POLICY NUMBER ESL0014290402 1712608 DATE (MM/DDrrY) 04/21/04 01/01/05 DATE (MM/DO/YY) 04/21/05 01/01/06 LIMITS EACH OCCURRENCE PREMISES (Ea occurence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT(Ea accident] BODILY INJURY(Per oeraon) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident! AUTO ONLY - EA ACCIDENT OTHER THAN EAACCAUTO ONLY- AGG EACH OCCURRENCE AGGREGATE „ WCiilAlU- OlH-X TORY LIMITS ER E.L. EACH ACCIDENT E.L DISEASE - EA EMPLOYEE E.L DISEASE - POLICY LIMIT t 1,000,000 $ 50,000 $ Excluded $1,000,000 $2,000,000 $1,000,000 $ $ $ * t I $ $ $ $ $ $ $1,000,000 $1,000,000 $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Proof of Insurance CERTIFICATE HOLDER CANCELLATION EVTOF-1 EVIDENCE OF INSURANCE ONLY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. THORIZED! ACORD25(2001/08)© ACORD CORPORATION 1988