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Home My WebLink About1542 OAK AVE; ; CB940238; Permit.. C tA, .. UI L.,DI'N.GP E R M 1 J Permit No: CB940238 03./30/9.4 16:31 . Project No: A9400347 Page 1 of. 1 -"Development-No: 'Job Address: 1542, OAK. AV . . Suite: Permit Type: ..RESIDENTAL.,DD/ALT Parcel No:,,. 156-211-08-00 Valuation: .62,091 .Construction,Type: VN. OccupancyGroup:.R3. .. Reference#:1Z.;:... . Status:, ISSUED Description: 616 SF ADDITION + 676k SF DECK .: . . . Applied: 03/08/94 03/30/94 ,.• Entered By: MDP • Appl/Ownr : ALX CONSTRUCTION 619 941-1113.& 0.03/30/94 0001 01 02 ...-• . 4046 MIRA VERDE .. . . .0 619-00 OCEANSIDE,. CA.-,.920--56• •. :.. . .*** Fees Required Fees;Collected & Credits 1 Fees:. •.. -9 Azool 0. Q . Adjustments: . . o Total.'Credi€s: \ . .00 . 2.... •- . '- . ' '.' • ' Total Fees: 944;00..' Tota1Payments:'-. 305.00 / f - ,_t.,] ................... Balance Due: - 639.0.0 Fee description . •, Units .Fe7iJn-it'\ Ext fee Data w). Building permit 473.00 Plan Che~ck 307.00 Strong Motion Fee 6.00 786..00 *,BUILDING TOTAL Enter. ISU for Plumbing.;'Issue Fee, I U1JI ' 20.00 Y. Each Plumbing.Fixture\.or ..T r a 49.00 Each Building Sewer 1 / 15 00 / 15 00 Each Install/Repair •Water..Li.ne . > ir'in'o-TL. 1 7.00/ 7.00 Each Water Heater > 1 7.00 Gas Piping System \' - 1 7 00 7 00 * PLUMBING TOTAL .: . N1JJt.. - -. - 105.00 Enter ".Y" forElectric Issué'Fee>.tf'., 10.00 ,Y Enter"Y' for. Remodel . . . 10.00 Y * .ELECTRICAL ;TOTAL ., ., . . .-. . . . '. ..' . 20.00 Enter 'Y' for Mechanical Issue Fee> -. 15.00 Y Install Furn/Ducts/HeatPumps . •-> .. 1 .. 9.00_-; 9.00 Each • Install/Reloc Vent - . > 2 4.50 9.00 * MECHANICAL' OTAL .. . .., .:. - . . . . 33. 00 (9CE APPROVAL NSP. DATE1//'9 CLEARA______________ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 • PEC ON4'(1 City of Carlsbad Building Department 2075 Las PaLmes Dr., Carlsbad, CA 92009 (619) 438-1161 S A - U Commercial U New Building U lenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling Addition/Alteration Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ PLAN CHECK NO. q (( .- (QCP (((( PLAN CK DEPOSIT çç 0 `0 VALID. BY____________________ DATE Iv-) C-PRiT 'r ,O5. FOR OFFICE USE ONLY oaress rt.(t, oaK Irkv ouiiuing or suite iNo. Nearest Cross Street 1 j (aM) LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BELOW IF SUBMITTED: 3'Energy Calcs 02 Structural Caics 2'(Soils Report 0 1 Addressed Envelope DESCRIPTION OF WORK SQ. FT. (7(D # OF STORIES / 3. Wr4Ili&..1 jrrjw&jjv 1.11 UiLL[I]L trom appiican NAME le-,e SC'oit- ADDRESS £1c LIL !'- ' CITY STATE( ZIP CODE -6 DAY TELEPHONE q Cf q )'L1 NAME p CITY C5C42 t STATECC ZIP CODE q DAY TELEPHONE ' '- I (.)) C) PROPERTY OWNER NAME rSJ C. I rM ADDRESS IS(f 2.— O f3V 4 CITY Ajtio..ci STATE C C ZIP CODE DAY TELEPHONE (X)WIRACTOR St - NAME ' " ' '7 ADDRESS CITY STATE ZIP CODE DAY TELEPHONE CITY BUSINESS LIC. # L)ESICNLR NAME 'r- ADDRESS 139 .47 C.. £ c- r- '' -re u-tV' C.lp CITY1 e (.oJ4'.4... STATE Cc ZIP CODE g 2 DAY TELEPHONE 1t b STATE LIC. # WUHKP ION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, ora certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY _S'fct (. POLICY NO. 23 701 EXPIRATION DATE ~- Ut I.ACIIlUUII. I t.ctuty LiJdL iii iiie ptu011i1d11ce ui uie WOrK iou wnicn LflIS permit is issuel], I snail not employ any so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby attirm that I am exempt from the Contractor's License Law For the Following reason: 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.). 1, 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). 0 I am exempt under Section Business and Professions Code for this reason: (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, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES 0 N IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ereDy aflirm that there is a construction lending agency For the performance OF the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct 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 CI1Y OF CARISBAI) AGAINST ALL UABIU11ES, JUDGMENTS, COST'S AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). PUCAThATURE DATE: 3 /7/ q STATE LIC. #-'(W LICENSE CLASS CITY OF CARLSBAD INSPECTION REQUEST PERMIT# 'CB94D238 FOR 07/07/94 INSPECTOR AREA PY DESCRIPTION: 616 SF ADDITION +676 SF DECK PLANCK# CB940238 OCCGRPR3 TYPE RAD CONSTR.TYPE VN JOB ADDRESS: 1542 OAK AV STE: LOT: APPLICANT: ALX CONSTRUCTION PHONE: 619 94173484 CONTRACTOR: PHONE: OWNER: '• ., , PHONE: ' REMARKS MW/ALEX/941-3484 INSPECTOR SPECIAL INSTRUCT HAND RAIL TOTAL TIME CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final' Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP. COMMENTS 051994 Sewer/Water Service , AP MP 051994 Gas/Test/Repairs .' NR NP 051094 Interior Lath/Drywall AP PY 050494 Insulation AP PY 042794 Frame/Steel/Bolting/Welding AP PY 042794 Rough/Topout ' AP' PY ' S 042794 Rough Electric AP PY 041594 Roof/Reroof AP PY OK TO ROOF & WRAP 041594 Shear Panels/HD's /AP PY 040194 Ftg/Foundation/Piers AP PY ' / J ESGIL CORPORATION V V 9320 CHESAPEAKE DR., SUITE 208 . V SAN DIEGO, CA 92123 (619)560-146.8 S - DATE r, Lk APPLICaN - RISDICTION 4annip • 'JURISDICTION: C. r' (4rl ' V K ER DFILECOPY . PLAN CHECK NO: '-f-,.)3, SET: • VTJ V.- - ' •: : V DDESIGNER ... V . PROJECT ADDRESS /h/. aI/- PROJECT- NAME: V V 'The plañVs tanmitted herewith have- been corrected where, necessary and- substantially comply with.the :jurisdiction's V building codes The plans-transmitted-herewith will substantially comply S • V with the VjurisdiciQn's building codes when minor deficien. • : V ciesidntified . . are resolved and : checked by building department staff. . ' . .• 0 D The planstransmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected. V V and resubmitted for a complete recheck. V V The heck list transmitted I herewith is for your information - The plans. are being. held at. Esgil Corp. until corrected V V plans are submitted for recheck. . . V . V The applicant's copy of the check list is enclosed for the. . . . jurisdiction toreturn to. the applicant contact person. .. V The applicant's copy of the check list has been sent to Esgil staff did not advise the. applicant contact person that . plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: . . • V V Date contacted: V V Telephone t V V REMARKS: V .. V V• V V By: . Enclosures: OV .. V ESGIL CORPORATION 1 V V V V • 11GA fl CM DPC ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE - IL! JURISDICTION: - ca, 1&-d PLAN CHECK NO: SET: PROJECT ADDRESS: p PROJECT NAME -m rjPLAN CHECKER []FILE COPY Li UPS LiDESIGNER E The plans transmitted herewith have •heen corrected where necessary and substantially comoly with the jurisdiction's' building codes. - The plans transmitted herewith will substantially comply with the jurisdictipn's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans :transmitted hereith have'sinificant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. to The check list transmitted herewith is for your information. The plans are being..held at Esgil Corp. until corrected plans are submitted for recheck. The applicant'.s copy of the check list is 'enclosed for the to return to the applicant contact person. The applicant's copy of the check list has been sent to P) Esgil staffstaff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that-the plan check has been completed. Person contacted: Date contacted: Telephone 1 REMARKS: a~, '::"ba_A By: Enclosures: SGIL CORPORATION 3110 .• , / DGA ' EJCM []PC ' 5/IL/4 TO 0 ?ro ioAS USc L*C, 4 \,La P1 "I, e ' -07 ?oTs CAQ A)6r ¶ - f%j\ t L%Sr.1C EV4 - S?c.c Lck. S\OQ'L C S)CD. 'S) toutot'__%D 3 t- K,r (o Q-16 / V't- nç.\o' V-r -t-. C\ , L.Rs' -iV ' J'ID . T\_krD A \\p3 ?er t,Ov - • \ •' 5 " ) 6'Afrc— ___ i; 4 e • r S \ ¶ L&O L- s • 2e IY v( by3 L&— ALe 1 Ads, s) (__4_' T10 'I' 's Aoy 1)SS--S 15 • __c{ ? o- \ eV \s t-6Y ____ 99 'v' Date Jurisdiction________________ Prepared byt •' 0 Bldg. Dept. VALUATION AND PLAN CHECK FEE 'Esgi1 PLAN CHECK NO (b BUILDING ADDRESS -1S () rAAAI- APPLI k. PHONE NO. q 3-4 BUILDING OCCUPANCY DESIGNER PHONE - TYPE OF CONSTRUCTION _&J CONTRACTOR PHONE - BUILDING PORTION BUILDING AREA ('VALUATION VALUE LMULTIP I vi Z5 I 6-P LIER V S V. - e01 Air Conditioninz ____________ V V Commercial - Residential V , V V Res or Comm Fire Sprinklers Total Value V V , . ........... City of Carlsbad . 'BUILDING.PLANCHECK CHECKLIST PLANCHECK N042 DATE:, BUILDING ADDRESS: r - ,4 '•• ' - /3 PROJECT DESCRIPTION - ASSESSOR's PARCEL NUMBER )S Q//- of EST VALUE__2'O) 7 ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been ' approved. The approval is. based on plans, Please see the,,attached report of deficiencies J marked with Make, necessary corrections to information and/or specifications provided in your"plans or specifications for compliance with submittal; therefore any changes to these items 'applicable codes'and standards. Submit corrected after this date, including field modifications, must plans and/or specifications to this office for review.. be reviewed by, this' office ..to insure continued conformance with appliôable codes. Please review /t1 y..c carefully all comments attached,- as failure to ', . . . .... . comply with instructions in this report can result in suspension of permit to build 1st CHECK By: Date By ,624" Date 2nd CHECK By: Date:By: Date 3rd CHECK By: Date By: Date ATTACHMENTS .., CONTACT PERSON O Dedication Application O Dedication Checklist • * O Improvement Application - O Improvement Checklist NAME 0 Future Improvement Agreement - -•, O Grading Permit Application ADDRESS Right of Way Permit Application Sewer Fee Information Sheet PHONE: ' ' . , '. .,• . . . A-4 • . 4 '' ~ I -. P:\D0CS\CHKLST\BP0001.FRM 'S • . '. .• . . .. . REV ' 2075 Las Palmas Dr. • Carlsbad CA 92009-1576 • (619)'438-1161 FAX (619)438-0894 .., . , ' 4. 4. ,, . • BUILDING PLANCHECK CHECKLIST. Zst2,ndv SITE PLAN 3rd1 0 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B Existing & Proposed Structures E Easements // C. Existing Street Improvements ' E Right-of-Way Width & Adjacent Streets 0 0, 2. ..Show,on site plan:' '' '. • ' '.. A: Drainage Patterné 'C. Existing Topography B' Existing & Proposed Slopes , fl?j ' 0 0 " 3. ' Show on a section drawing or, include a 'note stating that there is a minimum of 6" difference between the finished floor and the finished grade 'elevation 'adjacent to the - . structure. . S -, '• '0 0 4. Include note:' "Surface water to be -directed iway from the building foundation at a 2% gradient for no less-than 5' or 213 the distance to the property line (whichever isless)." [Per 1985 U8C2907(d)51. On graded sites, the top of any exterior foundation shall extend above the elevation of the Street gutter at point of discharge or, the inlet ofan approved drainage device A minimum of 12 inches plus two percenr' (per 1990 UBC 2907(d)5) I!1 • D 0 5.' Include on title. sheet. S , • '" . A. .. Site address " :' S • ' ', , S • B Assessor's Parcel Number .' ' '• S • : C. Legal Description , •' S. , • ,' 5' 5 S •' ', 'For commercial/industrial, buildings and tenant 'improvement projects, include:. Total building square footage with the square footage for each,.different Use,éxisting sewer S '• perrnitsshowing square footage of different uses (manufacturing, warehouse, office, • etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION S , 5 5 .5 ' 5 5 . S S ' • • • S ' •'• 5 J5 S , • S . S • • ' • S , , S , P \DOCS\CHKLS1'\BPOOOI FRM Page 1 of 4 REV 12/17/93 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE . i&W 2nd,/ 3rdv',. . . :' ' " •. •, .' IL?JI 0 0 6. Project does not comply with the following Engineering Conditions of approval for Project No. ' Conditions were complied with by: . : Date:_________________ DEDICATION REQUIREMENTS . . . . . '0 0 7. Dedication for all street Rights-of-Way adjacent to the, building site and any storm . drain or utility easements on the building site is required for all new buildings and for remodels with, a value at or exceeding $ '/ ô ô a -pursuant to Code Section 1840.030. Dedication 'required as follows:' ba,1JE Attached please 'find an application form and submittal checklist for the dedication process. Provide the completed application form and the 'requirements on the checklist at the time of resubmittal. Dedication completed by ' ' ' • . ' ' 'Date:___________ 'IMPROVEMENT REQUIREMENTS . '• ' ' •. . '0 . 0 8a. 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 $ SD1 ,—ij- -pursuant to code Section '18.40.040. Public improvements required as follows Ds C e B - 5'7ie <1 b1 Ykly /o • ' . •: Please have a registered 'Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck. process through the Engineering Department. Improvement plans must be approved; appropriate securities posted and fees paid prior to issuance of permit. Attached please. find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on, the checklist at the time of resubmittál. ' ' • ' Improvement Plans signed by Date Page 2 of 4 P:\DOCS\cHKLS1\IP0001.FRM ' ' ' • ' ". :' " . REV 12/17/93, . . .. BUILDING PNCHECK CHECKLIST 1 SW 2ndV 3rd' 0 0 .8b.. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property ,itIe report or current grant deed on the. property and processing fee of $_ -f-. . . 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. U .•-• . Future public improvements required as follows . . Improvement Plans signed by: _. Date: . . 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. . . . Future Improvement Agreement completed by: Date: • . -. O 0 0 8d. NO Public Improvements required. . SPECIAL NOTE: Damaged or -defective improvements found adiacentto building site must berepairedtothesatisfactionof the _City_ Inspector Driorto occupancy. S . . . GRADING_PERMITREQUIREMENTS The conditions. that, invoke the need for a grading permit are found in Section. 11.06.030 of the Municipal Code. . . . . . . . . . . • o D 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 0 0. 0 9b. 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 beissued and rough grading approval obtained prior . to issuance of_a Building Permit. • • S • • . S Grading Inspector sign off by: •___S _••_____• __ • . Date: •.S •• • 0 0 9c No Grading Permrt required BUILDING PLANCHECK CHECKLIST P \DOCS\CHKLST\BP0001 FRM Page 3 of 4 REV 12/17/93 MISCELLANEOUS PERMITS 0 • 2nd,/ 3rdv' .. 0•; 0 El 10. 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, trees, driveways. 0 A separate Right-of-Way permit issued by the Engineering Department is required for the following Please complete attached Right-of -Way application form and 'return to the Engineering Department together withhe requirements on the attached Right-of-Way checklist, at the time of resubmitted., /1p 0 0 11. A SEWER PERMIT is re4üiiedconci.rrent with the building permit issuance. The fee. is noted in the fees section on the follàwing page. • • 0 • El 0 12. lNDUSTRIA:YASTE 'PER Mitis required. Applicant must complete Industrial . • Waste Permit Application Foirn and submit for City approval prior to is of a • - • Permit. • . 0 • .• 0 Industrial waste permit accepted by: Date . •0•, '¼ 0 '.o '0' . ••4 •5 •••• 0 O •o • 0 0 • 0 - •• 0 0 P:\DOCS\CHKLS1\BP0001FRM •0 Page4 of 4 - 0 • • REV 12/11/93 - •• Q. 0. CL C C PLANNING CHECKLIST Plan" Check . No.."9L/_Addiêss /5Li2 2ük AI'. Planner DAVID RICK Phone 438-1161 ext. 4328 (Name) APN /5-0U)o Type of Project and Use &Q'7 1NJd' Zone R.-k )OOO() Facilities Management Zone I CFD (rn/out) circle (it property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department) Legend Item Complete Item Incomplete Needs your action 1, 2; 3 Number in circle indicates plancheck number where deficiency was identified / Environment1.Review Required; YES NO TYPE DATE OF COMPLETION - Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required YES - 4O - TYPE APPROVAI4/RESO NO DATE:.. PROJECT NO. OTHER RELATED CASES ' Corwliance with conditions ofai,oroval? If not., state conditions which reouire action. Conditions of Approval -- 3/o California rCoastal Comnmcion Permit Required YES - NO DATE OF APPROVAL San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108-1725 (619)1 521-8036 Compliance with conditions of approval If, not, state conditions which require action Conditions of Approval BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O.Box 348 Encinitas, CA 92023-0348 (619) 753-9940 March 7, 1994 Alex Shortt 15343 Vesper Lane Valley Center, California Owner: Mrs John C., Kirmse 1542 Oak Ave. Carlsbad, California Subject PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Second Story. Addition Over Garage 1542 Oak Ave. Carlsbad, California A.P.N. 156-211-08 Dear Mr. Short, In response to your request, we have performed a preliminary geOtechnical investigation at the subject site for the proposed second story addition. The findings of the investigation, and recommendations for foundation design are presented in this report. From a geotechnical point of view, it is our opinion that the site is suitable for, the proposed' development, provided the recommendations in this report are implemented during the design and construction phases. If you have any questions, please do not hesitate to contact us at 753-9940., This opportunity to be of service is appreciated. 'Respectfully submitteG A.R. BARRY AND ASSOCIATES " _J AR Bar Principal Engineer OF CA (( ) Ii TABLE OF CONTENTS INTRODUCTION 2 SITE CONDITIONS ...............................................2 PROPOSED DEVELOPMENT 2 SITE INVESTIGATION ...........................3 LABORATORY TESTING 3 GEOTECHNICAL CONDITIONS 4 CONCLUSIONS AND RECOMMENDATIONS ............. ................... 5 A. GENERAL ...................................................5 B FOUNDATION 6 C DRAINAGE 7 D INSPECTIONS 7 E PLAN REVIEW 7 LIMITATIONS 7 APPENDICES APPENDIX A .............BORING LOG March 7, 1994 W.O. #P-1342 Page. 2 INTRODUCTION This report presents the results of our preliminary geotechnical investigation. The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the existing garage and their influence, on the construction of the proposed second story addition over the garage SITE CONDITIONS The subject property is located at the north-east coiner' of the intersection of Highland Avenue and Oak Avenue, in the city of Carlsbad, California.. The Property is located on the crest of a north-south trending ridge and drainage is generally by sheet flow .to the east and west., This older residential area containes Victorian style homes Vegetation includes grass, avocado trees, and, shrubs. A circular retaining wall, maximum height 2-1/2 feet, exists along the north, east and south sides of the garage. This provides a •level area around the garage. PROPOSED DEVELOPMENT Plans for the project were prepared by Dwayne Carter, Carter and Company. The project consists of the construction of a recreation room and hobby room and two bathrooms. An open second story deck March 7, 1994 W.O. #P-1342 Page 3 will be constructed around the north, east and west sides of the structure. SITE INVESTIGATION One exploratory boring was drilled on the north side ofthe garage with a portable auger drill rig, to a depth of 10 feet. Earth materials encountered were visua11y 5 c1ass1fied and logged by our field engineer. On the first day of the investigation, the excavations for the isolated pad footings were completed to a depth of 12" below the existing garage footing These excavations were probed with a 3/8" diameter steel probe The soil was found to be in a relatively loose state and the excavations were deepened to 2- 1/2 to 3 feet. They were. probed the following day and the soil was found to be medium dense The loose surface soil is most likely fill as evidenced by the retaining wall on three sides of the garage. LABORATORY TESTING Classification The field classification was verified through laboratory examination in accordance with the Unified Soil Classification System. The final classification is shown on the enclosed Boring Logs. March 7,'1994 W.O. #P-1342 ID A GEOTECHNICAL CONDITIONS Artificial Flu Varying amounts of fii are present around the garage as a result of the construction of the retaining wall around the garage. The fill may extendto 3 feet in some areas. Soil The soil layer extends below the bottom of the test boring of 10 feet. No bedrock was encountered in the boring. Expansive soil is not present on the site. Soil encountered is fine to medium grained, .reddish brown sand with small amounts of silt. Soil was found to be very moist to the bottom of the 10' boring and adjacent to the garage. Groundwater No evidence of groundwater was observed during the course of the investigation The bottom of the 10 foot boring had no standing water. Major, groundwater related problems are not anticipated during construction However, it should be noted that minor seepage problems may occur after development, as a result of drainage pattern alterations and/or continued over-irrigation. These minor, seepage problems, if they- occur, can usually be mitigated on an individual basis :(see Conclusions and Recommendations). S March 7,1994 W.O. #P-1342 Page 5 CONCLUSIONS AND RECOMMENDATIONS Generl The soil deposits encountered on the site are generally loose in the upper-2-1/,2 to 3 feet and are not suitable for the support of structural footings This was recognized during the excavations for the pad footings and these footings were deepened In order to reduce the possibility; of differential settlement, you may consider connecting the 3'X 3' isolated pad footings with a continuous grade beam. To preserve, structural continuity, reinforcing steel should be continuous and doweled into the isolated pad footings. . . A drainage system should be installed around the structure to insure that surface water is directed away from the foundation. The sprinkler system should be changed so that sprinkler heads are not placed next to the exteriorwall of the garage. The finished grade around the. garage should be changed to insure that surface water is directed away from the garage, minimum 2 per cent swale. Existing conditions direct the surface water toward the garage March 7, 1994 w.o. *P-1342 Page 6 The existing garage footing is only 6" deep. This does not qualify as an exterior residential •footing. To insure that the exterior garage stud wall does not take a portion of the second story loads, a structural separation between the 4 X 12 beam and the double plate should be implemented in the design and construction. Foundations The depth of the 3'X 3' isolated pad footings should be determined for each excavation, since the depth of loose fill may differ in each excavation. A minimum of three feet however should be used for all the pad footings under the garage footing. A bearing value of 1200 pounds per square foot may be used for all pad footings founded at a depth of 3 feet. The bearing value indicated above is for the total of dead and frequently applied live loads. This value should be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces. - - Resistance to lateral load may be provided by friction acting at the base of foundations and passive earth pressure. A coefficient of friction of 0.35 should be used with dead-load forces. March 7, 1994 W.O. #P-1342 Page 7 = Drainage All roof water should be collected and conducted to the driveway or a suitable location via non-erodible devices. Pad water should be directed away from foundátionsand around the garage to a suitable location. Pad water should not be allowed to pond. Inspection's Structural footing excavations should be inspected by a representative of this firm, prior to the placement of steel Plan Review A copy of the final building plans should be submitted to this office for review, prior to the initiation of construction Additional recommendations may be necessary at that time LIMITATIONS This report is presented with the provision that it is the. responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into the plans. • • If conditions encountered during construction appear to differ from those described in this report, our office should be notified so that we may consider whether or not modifications are needed. No March 7, 1994 W.O. #P-1342 Page 8 responsibility for construction compliance with design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of construction . The subsurface conditions, excavation characteristiôs and geologic structure; described herein are based on individual exploratory excavations made on the subject property. The subsurface conditions, excavation characteristics and geologic structure discussed should in no way be construed to reflect any variations which may occur among the exploratory excavations.Please note that fluctuations in the level of groundwater may occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein. A.R. Barry and Associates assumes no responsibility for variations which may occur across the site. - The conclusions and recommendations of this report apply as of the current date. In time, however, changes can occur on a property whether caused by acts of man or nature on this or adjoining properties Additionally, changes in professional standards may be brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our March 7, 1994 W.0. #P-1342 Page control. This report is therefore subject to review and should not be relied upon after the passage of three years. The professional judgments presented herein are founded partly on our assessment of the technical 'data gathered, partly on our understanding of the proposed construction and partly on our general experience in the geotechnical field. Our engineering work and the judgments ' given meet present professional standards. However, in no respect do we guarantee the outcome of the project. If you have any questions, please do not hesitate to contact our office at 753-9940. ' The opportunity to be of service is greatly. appreciated Respectfully submitted, A.R. BARRY AND ASSOCIATES A .R. By '2E ' IL SWftk ' Principal Engineer 'CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD• Plan Check No. - -. .• DEVELOPMENT PROCESSING SERVICES DIVISION . . 2075 LAS PALMAS DR., CARLSBAD, .CA 92009 (619) 438-1161 This form shaIIbe used to determine-the amount of school fees for a project and to .verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. .SCHOOL DISTRICT: -. Carlsbad Unified " '_San Marcos Unified 801 Pine Avenue - .• . 71290 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) . San Marcos, CA 92024 (744-4776) Encinitas Union - - . San Dieguito Union High School 101 South RanchoSanta FeRd. . . •' 710 Encinitas Boulevard Encinitas, CA.. 92024 (619), 9,44-430a Encinitas, CA 92024 (753-6491) Project Applicant: i&25 - APN: Jo - Ii -09 Project Address: . / RESIDENTIAL: SQ. •SQ FT. of living area' number of dwelling -'units, SQ. FT. of covered area ' •' , .. SQ. FT. of garage area_____________ COMMERCIAL! D STRIAL: SQ. 'FT. AREA__, Prepared by Date , , Z_ FEE CERTIFICATION (To be completed., by the School 'District) 7Z f Applicant has complied with fee requirement under, Government Code 53080 64,4 Project is subject to an existing fee agreement Project is exempt from.. Government Code 53080 _____Final Map approval and construction started before September 1, 1986.' (other school fees paid) • . . Other • . . • . • Residential Fee, Levied: $ _/,3based on • , sq. , ft. @ _. 4 'based on - • sq.ft. @______________ j . . . • td- (I, School District Official • , • Title , Date AB 2926 and SB 201 fees are capped at 1.45...per square foot for residential. AB 2926' is capped at .27 per square foot for commercial /industrial. . . , .• ••.