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Home My WebLink About1876 HIGH RIDGE AVE; ; CB990497; PermitStatus: ISSUED Applied: 02/04/1999 Entered By: DT Plan Approved: 05/21/1999 Issued: 05/24/1999 Inspect Area: Orig PC#: Plan Check#: NS&CYNTHIAD AVE 0017 05/24/99 0001 01 02 C—PRt1T 212-34 City of Carlsbad 05/24/1999 Residential Permit Permit No:CB990497 Building Inspection Request Line (760) 438-3101 Job Address: 1876 HIGH RIDGE AVCBAD Permit Type: RESDNTL Sub Type: RAD Parcel No: 2073841700 Lot #: 0 Valuation: $10,094.00 Construction Type: VN Occupancy Group: 27 Reference #: # Dwelling Units: 0 Structure Type: Bedrooms: 0 Bathrooms: 0 Project Title: 103 SF ROOM ADDITION S Applicant: . Owner: RDA, DESIGNS ' , -RAFUS F irs / i Iotal Payments_ To1Date: I .. ( $122.33 Rec $00.0 Met $79g1 \ Adc sotO \ FL \ $0.00 \ $1. %1 \$oto,o rj?E IN OR $0'00 vkLcc \"!! "s $0.00r Tra .Il 11 $0 t00 I (kFf\ $6bó' BTD #3 Fee , $0100-----ELECTRIC—AL TOTAL Renewal Fee •' $0.00 MECHANICAL TOTAL Add'I Renewal Fee $0.00 Housing Impact Fee Other Building Fee $0.00 Housing InLieu Fee Pot. Water Con. Fee $0.00 Master Drainage Fee: Meter Size Sewer Fee: Add'l Pot. Water Con. Fee $0.00 TOTAL PERMIT FEES FINAL APPROVAL Inspector: Date: '_G 1 \ 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 "tees/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 caoactiv changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any • I fees/exactions ' CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 ,•.. - 1Z HIGH RlIGI PO BOX 40 dARLS9AD CA CARLSBAD CA 92018 (92OO8\/O 760-720-1839 Total Fees: $291.85 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount - Strong Motion Fee Park in Lieu Fee 'Park Fee LFM Fee -.Bridge Fee Other Bridge Fee BTD#2Fee e t-una), Tax/ Ila x (Qd) 9 Fee Due: $212.34 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $69.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $291.85 FOR OFFICE USE ONLY PERMIT APPLICATION 4 PLAN CHECK NO CITY OF CARLSBAD BLJII.:DING DEPARTME'\T,i EST VAL 2075 Las PaImaDr, Carlsbad CA 92009 Plan Ck Deposit - .. Validated By____________ 77 ______ (760),43&:11'61 - Date - 'Address (include Bidg/Suite#) Business Name (at this address) - Legal Description Lot No. .. Subdivision Name/Number ... . L,_. Uni8 .02/Pjja;se9o.01.Ttal #.obnits t__' . • . ••, • . . •- P - .' Ass ssor's Force - Existin Use Proposed Use, e97 / 7 •• . .,. - - Description of Work -. •,. .. SOFT.. . . - Jof Stories # of.B drooms - # of Bathrooms / 2. - ¶ " 2 NT 94 r('J4t) J72J37 / 492iM 7 2 /&37m273 Name,. .. ,,. Address . City . --State/Zip ' .Telephor P F x # Cptrctor E O,,rar Aqnt for Ca, nor ' jName . . -- '. - -. Addre . City StateZip ph no P .: Nam e - Addra' City State Zip Telephone P 'Ti (Sec. 7031.5 Business and Professions code: Any City or County which requires a permit to Construct, alter, improve; demolish or repair any structjjre,' prior-to is issuince also requires the applicant fir such permit to file a siged statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commending with SectioI— In 7000 o1.f 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 [$500'1). Name ,. .. . . Address •''. . City State/Zip.,,' . Telephone-# 'State Licen # License Class . ' City Business Licensè# Designer Name . , * Address .. ,. ' , , City State/ Zip - Telephone State License # •-, _'. . -, • . Workers' Compensatiorc Declaration: I hereby affirm under penalty of perjury one of the following declanations: (have and will maintain a certificate ,of corsent toself-insure forvórkers compensation as provided by Section 3700 of the Labor,Code, for the performance of the work for which this permit is issued. o 1 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.SECTIONNEED.NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$100)OR LESS). ' - ''•. . ••O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permittis issued, I shall not empioy,anyperson in any mariner soas ,o become subject to t(eWorkers' CoFnpensation Lawi of Cliforni'a.' - -' -. • , - WARNING: Failureto secure workers compensation-coverage is unlawful, and shall subject an employer to criminaI penalties ard.civl. fines up io onehundred - thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 ofthe Labor code, interest and attorney's fees. - $IGNATURE ___________________'''••- DATE - -- .... •: - IEbLRA1CN hereby affirm that I am exempt from the Contractor's License Law for the following reason: as owner of the própèrty or myemploees with wàges'as thir 'sole compenation, Qii do thi work and the structure is not intended or 6fferea.fbi'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 withinone year of completion, the owner-builder will have the burden of proving that he did not, build or improve for the.purposê'of sale). - - - - I I, as owner of the property, am exclusively contracting with licensed contractors to construct ,the project (Sec. 7044,-Business and Professions Code: The p 'ContraEtor's License Law doesThdt apply to an owiTér ^of property whobuilds or inprovósthereon and contracts forsuchprojects with contractor(s) licensed 'pursuant to the Contractor's License Law). - - - ' •. -: 0 I am exempt under Section - Business and Professions Code for this reason: -, , . • 1. (personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 -YES ONO, - 27-11 (have/'have not) signed an application for a building permit for theproposed work. 3. I have contracted with the following person (firm) to proyide the proposed ,construction (include name./ address I phone number / contractors license number): 14. - -1 plan to provide-portions of thework,'but I have hired the following person'to coordinate, supervise and'provide themajo work (include name! address/ phone number I 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 I phone number / type of work)'..- ,,.. -, - -, - - •.. -' --------------------- - .-- ,i - R0PERTY OWNER - QTE-J-- ' y L___ Is the appliant futureIiiilding occupan't reirid to submit a business plan acutelyaiardotis mtarials registration fork or risk r nagement and prevention rprogram under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES [:],,'NO - - - - - -:' - - Is the applicant'or future building ocôUpant required-to obtain,a perrñit from the air pollution co'n&oi district Or air quality management district? 0 YES 0 NO Js the facility to be constructed within. 1,000 feet of the outer boundary of a school siteL 0 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 SERVICESAND THE AIR *POLLUTION CONTROI DISTRICT. CONSTRUCTION LENDINGAGENCY - hereby affirm that there is a construction: lending agency for the performance •f the work for which this permit is issued (Sec. 3097(i) Civil Code). --, LENDER'S NAME ' ___"--'o" ____- ____ •'' LENDER'S ADDRESS ."''•..''- __-- ____-- __/ _- . ICANTCERTjATION 'l certify that I have read the application and state that the 'above information iscorrect and that the information on the plan I g, is accurate.-'( agree to comply with all ,City ordinances andjState,. laws relating to building- construction. I hereby,authorize representatives of-, tha Cit' 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, - '-JUDGMENTSrCOSTS'AND EXPENSES WHICH MAY-IN ANY, WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE'OF THE'GRANTING OF THIS PERMIT. -OSHA: An OSHA pthnit is required for éxcations o er-5'0"deép ind demolition or constrü'ction of structures over 3 stories in heigHt. - ,, _.1 -,- ,•, - --' .--,'-- - EXPIRATION:, Every permit i ued by t - - g Off al u r"the-provisions of'this Code shallexpire by'lirnitation and become null and'void.if-the building or-. - ftwork authorized by such permit is not mrnence h days from the date of such permit or if the building or work authorized by such permit is suspended - ' or abandoned at anytime after t ' i'scorn d - eriodof 180 days(Section 106.4,4 Uniform 'Building Code)'. APPLICANT S SIGIJATUR DATE 2/9/T7 - •)''- ' °-•-' ---------------------' W ITE: • ..',YELLOW-.- Applicant -PINK: Finance- City of Carlsbad Bldg Inspection Request For: 12/11/2000 Permit# CB990497 ' - Inspector Assignment: SR Title: 103 SF ROOM ADDITION * 'Description: - Type: RESDNTL Sub Type: RAD Phone: 7607292648 ' Job Address: 1876 HIGH RIDGE AV - Suite Lot 0 Location Inspector , APPLICANT RDA DESIGNS Owner RAFUSE WARREN S&CYNTHIA D Remarks. Total Time Requested By SCOTT '..• , '. , Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 29 Final Plumbing I 39 - Final Electrical -I -49 Final Mechanical .,_I'c .-*.-', .' • Associated PCRs I • -'. InsDection History 'Date 'Description Act insp Comments 12/4/2000 89 Final Combo CO TL NEED CO DATED 8/9/00 ' 8/29/2000 89 Final .Combo ' CO SR NEED A GFI PROTECTED CIRCUIT AT KITCHEN SINK 12/23/1999 34 Rough Electric AP DM ••,-10/13/1999 l7 Interior Lath/Drywall - AP SR : 10/13/1999 18 Exterior, Lath/Drywall AP SR 10/7/1999 16 insulation AP SR .-- 10/7/1999 27 Shower Pan/Roman Tubs AP SR - 9/23/1999 24 Rough/Topout AP SR NEED TO SEE UPSTAIRS SHOWER HOT MOPPED - 9/17/1999 84 Rough Combo * . , AP SR 8/25/1999 83 Roof Sheathing/Ext Shear AP SR 7/8/1999 Ii Ftg/Foundation/Piers , CO SR FOUNDATION READY/PENDING SOILS REPORT - -.,•- -. - - * ---,.- - - - .• I '' : , 4 PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT 'G' SAN DIEGO, CA 92111 TELEPHONE (619) 576-9110 CERTIFIED INSPECTORS WEEKLY REPORT S 'B '' FOR WEEK J'J ' • ENDING /3 9' COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING 0 PRE-STRESSED CONCRETE O REINFORCED GYPSUM OTHER .Ykt/ 0 REINFORCED MASONRY DEEP FOUNDATION / ( JOB ADDRESS.— -. - ------ c37( A1/Q/ BUILDING PERMIT NUMBER C13'Th24't7 PLAN FILE NUMBER OWRRPROJECTNI + t1125; ARCHITECT CONSTR. MATt. (TYPE. GRADE. ETC.) :..IsTRE DESIGN SOURCE OF MFGR. ENGINEER // DESC E UATL (MIX DESIGN. RE-BAR GRADE & MFGR.. WELD-ROD. ETC.) '~ GENERAL CONTRATØR 4y , kJ3O 5z7C7 CONTR. DOING REPQ.TED WORK / ______________________ / . f 7 LAB. RECEIVING £ TESTING CONSTR. MArL. SAMPLES INSPEC- TION , DATE ARRIVAL TIME. DEPARTURE TIME DETAILED REPORT OF LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS REMARKS. ETC. WORK ICLUOU I4FOATIO A8OttT.-AMOLWTS OF MATERIAL PLACED OR PEOEO S.*ER. TWE I eENr. NO'S. OF TEST SAMPLES TAX8: STRUT. INSPECTED C4ECTIOR5 (WELDS MACE. &T. MP1'S TOROUED) CNEEO; ETC. 44 -/-% - c%47' 3 A A' LTd .. ..- no rni'_ • - . - • a 77 -. :. •. INSPECTOR uv . ('4pL9C SIGNATURE_______________________________________________ DATE SIGNED I/j /FhJ __13 Halt ALL IlIPlc1NRT$ .* SE *CEIED SY FRIDAY POU. 1 N5flCT DATES. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin ion or project control. SIGNATURE: -- - PAGE, OF INSPECTION REPORT ENGINEERING, INC. - - CTEJOB#_________ PROJECT NAME: /47 /I74M6M2 70 -, .iAe9 17-/45 T<5 It 1057-1?. c/47iJ9 - 44WU/r j,'s £. 42 , f731/flg9 7 - 774t 775 A - 4'rn -J '&-4 H '- A 72 - --v - - 2l A 4Q P-zi frS ''etV_5 - - A - -' I Certification of Compliance: All work, unless otherwise noted, complies with theapproved plans and specifications and the uniform building code. NAME: (PRINT) 4J 7 - CERTIFICATION NO.: Ir Carlsbad 99-497• -: 3/29/99 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: /7 /V 4. PLAN CHECK NUMBER: q9497 OWNER'S NAME: /%', 9i', e4,6&Z I, as the owner, orL of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed Thabove.UBCS_ction106.3.5: .• Signed I as the engineer/architect of record certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located atth I- bove Engi R. :Signed 0 I List of work requiring special inspection Soils Compliance Prior to Foundation Inspection fl Field Welding CAL Structural Concrete Over 2500 PSI D High Strength Bolting E Prestressed Concrete jR7 Expansion/Epoxy Anchors . Structural Masonry . U Sprayed-On Fireproofing Designer Specified Other 2 Name(s) of individual(s) or firm(s) responsible for the special inspections listed above A. ; 3 Duties of the special inspectors for the work listed above A //t/ 77LL4 27,M/Qy/7 V2z'M B 7/Lc C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. ..: SIP 4997 t. .. 1 EsGul Corporation in Tartnersfiip with Government for Building Safety DATE: 5/21/99 . El APPLICANT - -V. - - - - I JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 99497 SET: IV PROJECT ADDRESS: 1876 High Ridge Ave. r -PROJECT NAME: Rafuse 2 Story Room Addition U The plans iransmitted 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. V.. 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. .. V The check list transrhitted herewith is for your information. The plans are being held at Esgil-- Corporation until corrected plans are submitted for recheck. V The appcant'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 - !. V_V____• V . V # •1VV V *,..V • • V . 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: Ron Alvarez In person plan review . -. Date contacted (by ) Fax # Mail Te!ephone.. Fax In Person REMARKS Ron Alvarez will carry 2 sets of the perforated plan Set IV to the City of Carlsbad Building Department today. He was advised that a permit may or may not be - issued at the time of delivery of the plans V V V V V V By: Mike. Puckett V V Enclosures: -. Esgil Corporation [] GA Li MB [I] EJ Li PC 5/20/99 tmsmfl dot r 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 - 'V V.. I. EsGil Corporation In Partners/lip with Government for Building Safety DATE: 4/23/99 0 APPLICANT • JURISDICTION: Carlsbad 0 PLAN REVIEWER U FILE PLANCHECKNO.: 99-497 SET: III PROJECT ADDRESS 1876 High Ridge Ave PROJECT NAME:,.Rafuse 2 Story Room Addition . The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes JI The plans fransmitted 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 thecheck 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 RDA Design ; P.O. Box 40. Carlsbad, Ca. 92018 I 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 '1 Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person LII REMARKS By Mike Puckett Enclosures Esgil Corporation LI GA MB EJ R PC 4/14/99 trnsmtl dot , , •• 9320 Chesapeake Drive, Suite 208 • San Diego California 92123 • (619) 560-1468 • Fax (619) 560-1576 .1 I : - Carlsbad 99-497 . 4/23/99 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS: 1876 High Ridge Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/14/99 PLAN CHECK NO.: 99-497 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is ' based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department,. Engineering Department or other departments 'S .. S. .1'+'• .5'. The following items listed need clarification, modification or change. All items must be satisfied - before the plans will be in conformance with the cited codes and regulations Per Sec 106.4.3, :.1994 Uniform Building Code, the approval of the plans does not permit the violation of any: '. state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: - ESGlL CORPORATION 'I To facilitate rechecking, please identify, next to each item, the sheet of the plans upon Which each correction on this sheet has been made and return this sheet with the revised plans - Please indicate here if any changes have been made to the plans that are not a result of 5 corrections from this list. If there are otherchanges, please briefly describe them and where. they are located on the plans Have changes been made not resulting from this list? El Yes E3 No .5 , . .•• 5 - - -,. •S_ 4. . . . - • -. . S Carlsbad 99-497 S 4/23/99 The following corrections are items not completely addressed from the previous plan review or are in response to new information provided. Item #5 Per the City of Carlsbad request, please provide a soils report for the proposed 2 story addition, only one story additions less than 1,000sf do not require a soils report. - : Please show all the recommendations and findings from the report on the plans. The F soils report provided is 16 years old Please provide an update letter from a licensed Engineer to verify that the soils report findings are still valid 2. Please have the Engineer complete the Special Inspection Program document. It was signed and stamped, however the rest was blank The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, SanDiego, California 92123; telephone number of 619/560-1468, to ' - perform the plan review for your project. If you have any questions regarding these plan review items, please contact Mike Puckett at Esgil Corporation Thank you * St •-A .4 r S S 55 S • -- .- ••••4 S -t -- , St • . - I.. •'-• . • . - I-. • - - - - EsGul Corporation - - In Partnership with government/or Building Safety DATE:. 2/17/99 '. U APPLICANT JURISDICTION: Car1s1ad VIEWER U FILE. PLAN CHECK NO.: 99-497 SET: I PROJECT ADDRESS: 1876 High Ridge Ave. PROJECT NAME: Rafuse 2 Story Room Addition L -The 'plan's 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 f--. • contact person. . i - U The applicant's copy of the check list has been sent to . .. .- RDA Design , P.O. Box 40 Carlsbad, Ca 92018 : Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has been completed.. - V - . . -V Esgil Corporation staff did advise the applicant that the plan check has been completed Perèon contacted: Telephone #: Date contacted (by ) Fax # Mail Telephone Fax In Person LI REMARKS 4 By Mike Puckett Enclosures Esgil Corporation El GA [J MB [1 EJ 0 PC 2/8/99 trnsmtl dot ......•. ;- . •• V 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (619) 560-1468 • Fax (619) 560-1576 -- : ,'- Carlsbad 99-497 2/17/99 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES (PLAN CHECK NO.: 99-497 JURISDICTION: Carlsbad 1 PROJECT ADDRESS: 1876 High Ridge Ave. FOREWORD (PLEASE READ) 'This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections: - based on laws and ordinance by the Planning Department, Engineering Department, Fire ' Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit ' Present California law mandates that residential construction comply with Title 24 and the: following model codes.: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 ' UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. -: -- . The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited. codes and regulations. Per Sec. 106.43, 1994 Uniform Building Code, the approval of-the plans does not permit the violation of-any state, county or city law. c ' To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, Le-.. plan sheet number, specification section etc - Be sure to enclose the marked up list when you submit the revised plans. LIST NO.1, GENERAL-SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot Carlsbad 99-497 2/17/99 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver, all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad - Planning, Engineering and Fire. Departments. - Bring one corrected set of plans and calculations/reports to EsGil Corporation,. 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be - - reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . Provide a statement on the Title Sheet of the plans, that this project shall comply with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC. Glazing in the following locations should be of safety glazing material in accordance -' -, with Section 2406.4 (see exceptions): Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than .60 inches above a standing surface and drain inlet. Please show the 3o20 window at the shower to be tempered glazing. 5 Per the City of Carlsbad request, please provide a soils report for the proposed 2 .,, . story addition, only one story additions less than 1,000sf do not require a soils "- •' ' report. Please show all the recommendations and findings from the report on the plans. . 6. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 1804.7. 7 Show foundation sills to be pressure treated, or equal Section 2317.4. 8. Conventional light frame construction requires lateral resisting braced wall panels within 8'-0" of the ends of the exterior walls. The addition has walls that do not meet this requirement. Please provide calculations from a licensed Engineer or Architect provide design and calculations for the lateral and vertical load resisting elements of the proposed addition/interior remodel. Have the Engineer or Architect show all the tributary loads for the sizing of the new beams as shown. Include all the findings " and details developed in the calculations in the plans and please have the Engineer - , or Architect stamp seal and sign with expiration date the structural sheets of the plans 4. • , . -: Carlsbad 99-497 2/17/99 Please attach the Minimum Construction Specifications to the plans. These include required UBC nailing schedules. Please detail the support of the trusses and joists at the proposed beams. • 11. Show on the plans that countertop receptacle outlets comply with 1993 NEC Art. - 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a : receptacle outlet in that space. Island and peninsular countertops 12 inches by 24" 1••• •. long (or greater) shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. •• .• - 12 Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art. 210-8, which reads as follows: :,: . • 13.All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink. 14. Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure- balanced or thermostatic mixing valves. UPC Section 4107 15 The regulations require a properly completed and properly signed Form CF-IR to be - - •. - either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the : requirements of the approved energy design. d 16 Specify on the building plans all of the mandatory energy conservation requirements' - as listed on the enclosure titled, "Mandatory Measures Checklist" F• ' - - 17.All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. 18 Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value" To speed up the review process, note on this list (or a copy) where each correction -. - item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc -•' '- Please indicate here if any changes have been made to the plans that are not a • : result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans 4,. . - • •,••••• . • I -• .•i• _1 • • •,.•-• • Carlsbad 99-497 2/17/99 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes U No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, S to perform the plan review for your project If you have any questions regarding these plan review items, please contact Mike Puckett at Esgil Corporation Thank ...:-•- you. S / -.•SS 4 701 S '4 5 5 • 5•. :S .L S '5 .. I I - I '4 5) 4 3...;' 4 SS •5555 3 ., .4S -- -.3 -s - 54%. , •3 - 4- • 5.4 4 :. • - Carlsbad 99-497 - 2/17/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-497 PREPARED BY: Mike Puckett DATE: 2/17/99 BUILDING ADDRESS: 1876 High Ridge Ave. BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($)' Room Addition 103 98.00 10,094.00 Air Conditioning Fire Sprinklers . TOTAL VALUE - . 10,094.00 El 1994 UBC Building Permit Fee U Bldg Permit Fee by ordinance $ 122.33 1994 •UBC Plan Check Fee U Plan Check Fee by ordinance: $ 79.51 Type of Review: El Complete Review El Structural Only El Hourly. El -Repetitive Fee Applicable [1 Other 71N 1.- Esgil Plan Review Fee $ 64.14 Comments -. . • . - . -•,•. • 'I. •• . Sheet I of I - . macvalue.doc 5196 a - • • . - ...-••.-. ..• •-.- .. . -• -4.,... - . ..: 0 City of Carlsbad •T• II •t ii aD• .i .114. .T- •I U . ... BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.: CB - 7 BUILDING AbDRESS: /676 44 PROJECT DESCRIPTION: JQJ4p ASSESSOR'S PARCEL NUMBER: 7 - 3 ,f — / '7 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been ..approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after ' this date, including field modifications, must be reviewed . by this office to insure continued . conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. ITA Right-of-Way permit is required prior to : construction of the following improvements: - •• . S , DENIAL Please see the attached report of deficiencies marked witjMake necessary corrections to plans or specificatibns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: 211 7/15iq By: Date: By: Date: S FOR ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT By IrA -•..(.( '-AThCMENTS )\ Li Dedication Application El Dedication Checklist El . Improvement Application Li - .• Improvement Checklist 41 -'fl Future Improvement Agreement -Li Grading Permit Application LI Grading Submittal Checklist Li Right of Way Permit Application fi Right-of-Way Permit Submittal Checklist and Information Sheet LI Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161, ext. 4510 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 CA 92009-1576 . (760) 438-1161 • FAX (760) 48•169 Lo' L( C--t 7-/5 ,c.fr . , 1 BUILDING PLANCHECK CHECKLIST • /7 SITE PLAN 1ST.' 2'V' 3RDI 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow () Property Lines Existing & PrOposed Structures . Easements Existing Street Improvements . Right-of-Way Width & Adjacent Streets - .• /' G. Driveway widths '•JI Ll 2. Show on site plan: Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." () Existing & Proposed Slopes and Topography 31 Include on title sheet: , Y • A. Site address • Assessor's Parcel Number Legal Description• For commercial/industrial buildings and tenant improvement projects include -' total building square footage with the square footage for each different use, ' existing sewer permits showing square footage of different uses (manufacturing, warehouse office etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION ', - - • DISCRETIONARY APPROVAL COMPLIANCE El U 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.________________________________________________________ • 4b. All conditions are in compliance. Date: ,• H:\WORDOOCS\CHKLS1'8eding Plancheci, Cidat BP000I Form JJ.doc • 2 Rev. 12/26(96 BUILDING PLANCHECK CHECKLIST 1TJ 2N01 3R01 DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building siteis required for all new buildings and for remodels with a value at or exceeding $ pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. - Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_________________ so - . •- we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit . . . -. - Future public improvements required as follows: H:WORD\DOCS\CHKLST8uIthng Plancheck Cklst 9P0001 Form JJ.doc 3 Rev. 12126196 BUILDING PLANCHECK CHECKLIST 1stl' 2' 3rd/ 6c: Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS • The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 0, U , 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date 1j" IJ ID 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required) 7d No Grading Permit required L3 L3 E3 7e.If grading is not required, write "No Grading" on DIOt plan. MISCELLANEOUS PERMITS 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are , not limited to street improvements, tree trimming driveway construction, tieing - into public storm drain sewer and water utilities Right-of-Way permit required for BUILDING PLANCHECK CHECKLIST H:\WORD\DOCS\CHKLST\Buflding Plancheck Cklst BP000I Form JJ.doc . 4 Rev. 1226l96 - • . . . - * 1' 2' 3rdl Y. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad V sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance Industrial Waste permit accepted by Date J 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge • Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever . •. . - ;. occurs first. . 12. I Ruired fees are attached Ca No fees required . 13. Additional Comments: - 4 - - - • 4 H:/WORO\DOCS\CHKLST/6u/ding Plantheck Ckkt BP000I Form JJ.doc 5 Rev. 12/26196 4 :'••_ - - - - F . PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 2 0 Address /) Planner Greg Fisher Phone (61 9) 438-1161, extension 4328 APN: - 76 Type of Prpject & Use: Net Project Density: - DU/AC Zoning: V_GeneralPlar:Ia41 Facilities Management Zone: _____ ' CFD (in/out) #Date of participation: Remaining net dev acres:______ Circle One >. >. . (For non-residential development: Type of land used created by this permit Legend: Z Item Complete Item Incomplete - Needs your action El 0 Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: fl fl Discretionary Action Required: YES NO TYPE APPROvAL/RESO. NO.,DATE - PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not/state conditions which require action. Conditions of Approval:______________________________________________________ FT 7 :cStI Zone Assessment/Compliance -. Project site located in Coastal Zone? YES;( NO____ CA Coastal Commission Authority? YES____ NO____ If California Coastal Commission Authority Contact them at - 3111 Camino Del Rio North Suite - 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES.2 7NO • If NO, complete Coastal Permit Determination Form now. / Coastal Permit Determination Log # - Follow-Up Actions 1)- Stamp Building Plans .as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). - 2) Complete Coastal Permit Determination Log as needed. F ,.• -' • I - Inclusionary Housing Fee required YES ____ NO (Effective date of Inclusionary Housing Ordinance May 21 1993 Data Entry Completed? YES NO (Enter CB # UACT NEXT12 Construct housing YIN Enter Fee Amount (See fee schedule for amount)-,'Return) - 4 - - . 3 - Site Plan D 1 Provide a fully dimensional site plan drawn to scale Show North arrow, I " property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-waj 'width,-• dimensional setbacks and existing topographical lines E fl 2 Provide legal descriptionr of property and assessor's parcel number. .- -, Zoning: •- - S D 1 Setbacks Front: Required c7-' Shown Interior Side: Required ' 8 Shown I Street Side: Required Shown Rear: Required - . - Shown E E 2 Accessory structure setbacks k - Front: Required Interior Side:. Required - Shown Street Side ed Shown Rear: - Required - . Shown S' Structu eparation: Required - Shown F D 3 Lot Coverage:Required Shown El F 4 Height Required 43O Shown 5 Parking Spaces Required Shown Guest Spaces Required - Shown " 0 Additional Comments - . - . - .•- •- 5.. . -. '. - - - - - - -, - - - S S ...-S .--- -- S . •..• -S r - OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE_________ kP ENGINEERING, INC. -- t.t A CONSTRUCTION TESTING & ENGINEERINGANCO" SAN DIEGO, CA RIVERS WE, CA VENTURA, CA TRACY, CA LANCASTER, CA 2414 Vineyard Ave. 490 E. Princeland Ct. 1645 Pacific Ave -392W. Larch Rd. 42156 10th St. W. - Suite G - Suite 7 Suite 105 Suite 19 Unit K Escondido, CA 92029 Corona, CA 91719 - Oxnard, CA 93033 Tracy, CA 95376 Lancaster, CA 93534 (760) 746-4955 (909) 3711890 (805) 486.6475 (209) 839.2890 (805) 726-9676 (760) 746-9806 FAX (909) 3712168 FAX (805) 486.9016 FAX (209) 839.2895 FAX (805) 726-9676 FAX - May, 17,1999 Mr. Scott Rafuse - - - l876 High Ridge Aenue Carlsbad, California 92009 - Subject: ' Updated Geotechnical Recommendations Proposed Additions to Rafuse Residence 1876 High Ridge Avenue' - - Carlsbad, California 92009 CTE Job No. 10-3434 At your request,we have performed an investigation of the referenced site Our investigation was --performed to confirm the information presented in the referenced soils report and to develop - geotechnical design recommendations for the proposed addition to the existing structure. Figure 1 shows the approximate location of tile site. CTE has reviewed the referenced soils report and generally agrees with the conclusions and recommendations contained therein. However, based on our site-specific investigation andlaboratory testing, it is our opinion that certain recommendations . regarding foundations and slabs-on-grade require revisions. - Therefore, the following - recommendations are intended to supercede those stated in the referenced soils report. Our investigation activities included surficial reconnaissance, excavation of exploratory test pits,' -' - laboratory testing, and reference review. Presented below is -a summary of our investigation 'activities and geotechnical reômniendations for the site. - - - 1.0 Site Background, Field Investigation and Existing Conditions Located at 1876 High Ridge Avenue, in Carlsbad, California, the site was previously graded in the mid 1980s as part of the residential development Tract No. 76-15, Palisades Point, Carlsbad, - - California. It is our understãndiñg that the proposed improvements will consist of a one- or two- - - stoly addition to the residential structure. - - -GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING 4 References: - Preliminary Soils Engineering Investigation Tract No.. 76-15, Palisades Point -Carlsbad, California Prepared by Action Engineering Dated June 30, 1983 Mr. Rafuse: 4 4 - - ..•, . Geotechnical Recomehdations Page 2 Proposed Additions to Single Family Residence 1876 High Ridge Avenue Carlsbad, California 92009 May 13, 1999 Job No. 10-3434 . 1.1 Subsurface Exploration . Two exploratory test pits were excavated on May 7, 1999. Figure 2 shows the approximate location of our explorations. Our investigation found that the site is underlain by compacted fill soils, which are underlain by dense terrace deposits. Compacted fill soils consist generally of dense, moist, silty sands, with minor cobbles. Underlying Quaternary Terrace Deposits generally consist of dense, moist silty sands. 1.2 Existing Footings Existing footings were exposed along the northeast side of the existing stricture where the additions are proposed. Existing footings were observed to bear on fill materials approximately one foot below grade. The attached figures TP-1 and TP-2 provide a cross-sectional view of the existing footings and their adjacent subgrade. Based on our review of the referenced soils report as well as our recent field investigation, we anticipate the existing single-family residence to be founded entirely in properly compacted fill materials. * 2.0 Laboratory Testing Laboratory tests were conducted on representative soil samples for classification purposes and to evaluate physical properties and engineering characteristics. Laboratory tests for particle-size distribution and direct shear characteristics were conducted. 2.1 Expansive or Compressible Soils As stated, surficial and underlying soils at the site are generally granular and dense in nature with • . very low expansion potential and very low to low compressibility. Therefore, existing and standard shallow foundations at the site require no special design for detrimentally expansive or compressible oy soils. 3.0 Foundations and Slab Recommendations The recommendations provided below should be considered preliminary, CTE reserves the right to revise our recommendations pending actual field conditions exposed during construction. - 3.1 Foundations Continuous and isolated spread footings are suitable for use at this site. However, addition footings . should not straddle cut/fill interfaces. Based on our explorations, we anticipate footings will be - founded entirely in compacted fill materials. Foundation dimensions and reinforcement should be based on allowable bearing values of 2000 pounds per square foot (psf) for footings founded in ,\\CTE_SERVER\PROJECTS\10-3434\Geotechnical Recomendations.doc • •,'• •'•. •••'z F Geotechnical Recomendations Page 3 Proposed Additions to Single Family Residence 1876 High Ridge Avenue Carlsbad, California 92009 May 13, 1999 Job No. 10-3434 compacted fill materials. The allowable bearing value may be increased by one third for short duration loading which includes the effects of wind or seismic forces Addition footings should be at least 12 or 15 inches wide for one- and two-story structures, respectively, and embedded at least 18 inches in compacted fill materials. Reinforcement for continuous foofings should consist of four #4 reinforcing bars; two placed near the top and two placed near thebottom. Isolated footing reinforcement should be designed by the project structural engineer. Addition footings should be doweled to existing footmgs usmg #4 reinforcing bars on 18- '-. inch centers. - If minimum footing embedment causes footings to span a transition from cut to fill, all footings •/ should be deepened to bear directly upon underlying Quaternary Terrace Deposits. Deepened footings should have minimum dimensions and reinforcing steel as described above; however, actual designs may be based on allowable bearing values of 2500 pounds per square foot (isf) 3.2 Foundation Settlement The anticipated total and/or differential settlements for the proposed addition structures may be considered to be within tolerable limits provided the recommendations presented in this report are ' followed. Post construction settlements are estimated to be less than 1-inch total and less than 'A- inch differential for properly constructed foundations. 3.3 Foundation Setback -4, All footings for structures should be designed such that the minimum horizontal distance from the face of adjacent slopes to the outer edge of the footing is a minimum of 10 feet. These setback requirements may require adjustment of location or deepening of proposed addition footings. -• 3.4 Lateral Load Resistance : The following recommendations may be used for shallow footings on the site. Foundations placed in native or compacted fill materials may be designed using a coefficient of friction of 0.35 (total frictional resistance equals coefficient of friction times the dead load). A design passive resistance vlue of 300 pounds per square foot per foot of depth may be used. The allowable lateral resistance - can be taken as the sum of the frictional resistance and the passive resistance, provided the passive - '.- resistance does not exceed two-thirds of the total allowable resistance. 3.5 Concrete Slab-On-Grade Lightly loaded concrete slabs should be a minimum of 4 inches thick. Minimum slab reinforcement should consist of #3 or #4 reinforcing bars placed on 18- or 24-inch centers, respectively, each way at mid-slab height. In moisture sensitive floor areas, a vapor barrier of ten mil visqueen overlying a three-inch layer of compacted clean sand, gravel, or crushed rock should be installed. A one-inch \\CTE_SERVER\PROJECTS\ 10-3434GeotechrncaI Recomendations dcx Geotechnical Recomendations Page4 Proposed Additions to Single Family Residence 1876 High Ridge Avenue Carlsbad, California 92009 May 13, 1999 Job No. 10-3434 -' .. layer of clean washed sand should be placed above the visqueen to protect the membrane during steel or concrete placement. 4.0Active and At-Rest Pressures Retaining walls up to ten feet high and backfilled using granular, soils may be designed using the equivalent fluid weights given in the Table below. EQUlVALENT F1j1411) JNI'TWEIG}1TS LEVEL BACILL SLOPE BACThL 2:1 (HORIZONTAL: VERTICAL) CANTILEVER WALL. 38 60 (YIELDING) RESTRAINED WALL 58 90 : The above values assume non-expansive bacll and free draining conditions. Measures should be taken to prevent a moisture buildup behind all retaining walls. Drainage measures should include free draining backfill materials and perforated drains. These drains should discharge to an appropriate offsite location. Figure 3 is a recommended gravel cfrainage system for on-site retaining walls. 5.0 Construction Observation The recommendations provided in this report are based on the anticipated construction and the subsurface conditions found in our explorations. The interpolated subsurface conditions should be checked in the field during construction to verify that conditions are as anticipated Any earthwork y should be observed and tested to verify that grading activity has been performed according to the recommendations contained within this report. All footing trenches should be evaluated by a representative of this office before reinforcing steel and concrete placement - V V \CTE- SERVER\PROJECTS\i3434\GeotechnicaI Recomendations.doc - V V V • V - - V - U. I GeOtechnicál Recomendations :: . Page 5 Proposed Additions to Single Family Residence 1876 High Ridge Avenue Carlsbad, California 92009 May l3,1999 S Job No. 10-3434 Should you have any questions or need further information please do not hesitate to contact this office. e- Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. v g:l 161 i Rod Ballard, GE# 2173 D. Geotechnical Engineering Manager CH OF C. Dan T. Math Project Engineer 5- cS i - - \\CTE_SERVER\PROJECTS\ 1O-3434\Geotechnical Recomendations.doc :--_g A. . .• .. ..- - 2 I• T wy 'I> • snd /1 - C4kI*7' — .5. . •. . . . ..... a.. - •. J . fV'.scw .L. . . ., . / \ CL OW g amm -. . •.-rj S — . •. . AWN FRWY • '3 -; .1 *'- PtAE4 4" . ..•-' . •.y . .. -' — — — PI.AZ*I .'•' . AM • •. .:.-'' •_ .Y'.,.. ..i-.... -'sis:-...:j-•-. S . 4C . ... . '- ••-'.. •:. AL •32, •' 5, , c.,. -'. .. 'P '7 3UZ611V1 IJ9 — /•4lAI1VP'S/ I ,'t ." "54' .- I • 'P 1' ,rs•S ,,a *Y2 •: :. •-• r'5-, .. .. . . '..... •. . •, .c • c 5840 CII pIP'8 ç O4ESflfl cico ST . .. -: .. •. :. f. .:.; = GA 50 JR SITE r cr i .( . , • ...... ':— . r" 'P I D1 C$ '01 't 0 •' / 2 AV . --EL .ERAS CII " cpu:lb rn- 0 1/4 1/2 I MILES CONSTRUCTION TESTING & ENGINEERING, INC. GEOTECIINICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 0 1320 2640 5280 FEET GINI5G58C 2414 VINEYARD AVENUE. STE 6 IESCONDIDO CA. 92029 (760) 746.4955 CTE JOB NO: SITE INDEX MAP 10-3434 SOURCE: THOMAS BROTHERS MAPS RAFUSE RESIDENCE SCALE: 1996 SAN DIEGO EDITION 1876 HIGH RIDGE AVENUE DATE- FIGURE- CARLSBAD, CALIFORNIA 5/99 -\GRAI9IICS PROJECTS' (1-2225 INDEXMAP.CVS S * - 4 - - - * 4 - - i I - S E)TE4G HOUSE '- LEGEND TPI APPROXIMATE TEST PIT CEO LOCATION 1 APPROXIMATE PROPERTY -I BOUNDARY High Ridge Avenue CONSTRUCTION TESTING & ENGINEERING, INC. f/ \, GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2414 VINEYARD AVENUE, STE G ESCONDIDO CA. 92029 (760) 7464955 D4GINDI0iNC. EXPLORATION LOCATION MAP RAFUSE RESIDENCE 1876 HIGH RIDGE AVENUE CARLSBAD, CALIFORNIA 10-3434 NO SCALE 5/99 XN \H. I' .v < , I& , I" 0 3/4" GRAVEL SURROUNDED - BY FILTER FABRIC (MIRAFI CPO 140 N, OR EQUIVALENT) 1'MIN C e *0 40 a IN Ce I'4 .00 - A 0q > - a Lb -. - -A - y.'Iz4 -m WALL BACKFILL COMPACTED TO 90% RELATIVE DENSITY 4" DIA. PERFORATED PVC PIPE (SCHEDULE 40 OR EQUIVALENT). MINIMUM 1% GRADIENT TO SUITABLE. OUTLET MINIMUM 6" LAYER OF FILTER ROCK UNDERLYING PIPE \GRAPHICS I\PROiCi\lO-2ei'\RPTAflflNe.WAII. rvc . CONSTRUCTION TESTING& ENGINEERING, INC. \ GEOTECHNICAL' AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2414 VINEYARD AVENUE. SUITE 0 ESCONDIDO CA. 92029 17601 746-49 53 D'ZINEER10G.C4C. DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS I SECONDARY DIVISIONS GRAVELS CLEAN °1 WELL GRADED GRAVELS, GRAVEL-SAND MIXTURES MORE THAN GRAVELS 'Y LITTLE OR NO FINES ' .. -'tl GP t?1 POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, z HALFOF < 5%FINES ' < COARSE ________ LITTLE OF NO FINES C - FRACTION IS GRAVELS SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES, LARGERTHAN WITH FINES NON-PLASTIC- FINES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES, NO. SIEVE ' GC ________________ PLASTIC FINES SANDS CLEAN - rflJ WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO N MORE THAN SANDS FINES sr POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR ii t z HALF OF <5% FINES COARSE _________ _______ NO FINES SANDS SILTY SANDS, SAND-SILT MIXTURES, NON-PLASTIC FINES FRACTION IS SMALLER THAN NO.4 SIEVE WITH FINES Sm Sc CLAYEY SANDS, SAND-CLAY MIXTURES, PLASTIC FINES ML I' INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY SILTS AND CLAYS OR CLAYEY FINE SANDS, SLIGHTLY PLASTIC CLAYEY SILTS CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, C LIQUID LIMIT IS - < > , LESS THAN 5O GRAVELLY, SANDY, SILTS OR LEAN CLAYS ORGANIC SILTS AND ORGANIC CLAYS OF LOW PLASTICITY Zc I ic- MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SILTS AND CLAYS SANDY OR SILTY SOILS, ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS c LIQUID LIMIT IS GREATER THAN 50 ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTY CLAYS HIGHLY ORGANIC SOILS PEAT AND OTHER HIGHLY ORGANIC SOILS GRAIN SIZES BOULDERS COBBLES I GRAVEL I SAND I SILTS AND CLAYS COARSE I FINE I COARSE I MEDIUM I FINE I 12" 3" 3/4" 4 10 40 200 * CLEAR SQUARE SIEVE OPENING U.S. STANDARD SIEVE SIZE ADDITIONAL TESTS H (OTHER THAN TEST PIT AND BORING LOG COLUMN HEADINGS) MAX- Maximum Dry Density PM- Permeability PP- Pocket Penetrometer GS- Grain Size Distribution SG- Specific Gravity WA- Wash Analysis SE-'Sand Equivalent HA- Hydrometer Analysis DS- Direct Shear El- Expansion Index . AL- Atterberg Limits UC- Unconfined Compression CHM- Sulfate and Chloride RV- R-Value MD- Moisture/Density Content , pH, Resistivity CN- Consolidation M- Moisture COR - Corrosivity . SC- Swell Compression FIGURE:I BLi \CONSTRUCTIONTESTING& ENGINEERING, INC. : . GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION e 2414 VINEYARD AVENUE SUITE G ESCONDIDO CA 92029 (760) 746-4953 ESGNEIRDGJNC - is - - -• PROJECT: RAFUSE RESIDENCE EXCAVATOR: K. CHRIST .- CTE JOB NO: 10-3434 EXCAVATION METHOD: HAND - .- EXCAVATION DATE: 517/99 LOGGED BY K. CRUST SAMPLING METHOD: ELEVATION: - - .3 .! ,.. TESTPITLOG:1 'Laboratory Tests ?' 3 "7 - DESCRIPTION -----0" Footing / Sm .. i z - 7 - -; - - - 3) - - -. - ARTIFICIAL FILL: - Moist, brown, silty SAND, minor cobbles. - QUATERNARY TERRACE DEPOSITS: Dense, moist, brown, silty SAND, minor organics. - Dense, very moist, brown, silty SAND, minor clay. No recovery. 10- Total depth = 3' - No groundwater encountered. ;-.- 15- FIGURE:I. CONSTRUCTION JESTING & ENGINEERING, INC - .' GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION • ë -- 2414 VINEYARD AVENUE SUITE G ESCONDIDO CA 92029 (760) 746-4933 PROJECT: RAFUSE RESIDENCE ' EXCAVATOR: K. CHRIST CTE JOB NO 10-3434 EXCAVATION METHOD HAND EXCAVATION DATE 5/7/99 LOGGED BY K. CHRIST . SAMPLING METHOD: ELEVATION: - - TEST PIT LOG: 2 ..- Laboratory Tests " .2 ' 3 DESCRIPTION -----0-—— Footg / SM - - . 1) ARTIFICIAL FILL: Dense, moist, brown, silty SAND. - Total depth = 2.5' No aroundwater encountered.- 15- - FIGURE: :1- --