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Home My WebLink About2588 HIGHLAND DR; ; CB921230; PermitI . B U I L D I N G P E R M I T Permit No: CB921230 12/23/92 10:45 Project No A9202512 Page 1 of 1 - . : Development No: Job Address: 2588 HIGHLAND • DR Suite: 0604 12/23/92 0001 01 02 - Permit Type: RESIDENTAL ADD/ALT • C-PRMT 480..00 ParcelNo: 156-130-02-00 , .. Lot#: Valuation: , 52,92,4. Construction Type:. VN .... . . . Occupancy Group: R,3 ,Rëferenc;e#: -,. • . Status: ISSUED Description:,596 SF MASTRER BEDROOM + STUDY Applied: 11/.25/92' : Apr/Issue: 12/23/92 Entered By DC Appl/Ownr : COOK, BRUCE & JANICE 619 729-4807 - 2588 HIGHLAND DRIVE . CARLSBAD, CA 9200- :!!Required _2. * Fees: 8. i Adjustments: / . 0 T Wts. - . .00 Total Fees: . / oo . 278.00 - 8alaf1 ue: . 480.00 . Fee description / \ e J n \ - - - - - - - - - - - - - - - - 7- t - Ext fee Data Building Permit 0- 428.00 Plan' Check 278.00 BUILDING TOTAL ¶ 2 --- ; Enter for Elect gs) e e 3 27 0 1952 0 10.00 Y - Enter'Y"for Remodel I 10.00 Y- ELECTRICAL TOTAL - 20.00 I F1 APPROVAL INSP. /" DATE _Øq' CLEARANCE - CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PLAN CHECK NO. ESTVAL AL PLAN CK DEPOSIT ,?7 S VALID. BY D,=- . •. /4' , i, O2 C-PRMT 27800 P;.R:Mr APPUCATION City of Carlsbad Building Department 2075. Las Patinas Dr.., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT.TYPE A.- LI Commercial U New Building Li Tenant Improvement B - 0 Industrial 0 New Building . 0 Tenant Improvement C'' Residential 0 Apartment 0 Condo 0 Single Family Dwelling" Addition/Alteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home U Electrical 0 Plumbing 0 Mechanical 0 Pool U Spa 0 Retaining Wall 0 Solar 0 Other__________ FOR OFFICE USE ONLY MIç1r)d Nearest Cross ee 'Fbr . ¼ scc .31 TN 116 l30 cb. Cuv-vkA CHECK BELOW IF SUBMI'ITED: 02 Energy Calcs 02 Structural Calcs 2 Soils Report 0 1 Addressed Envelope L---ASSESSOR'S PARCEL (1-' 's O'O2 EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ. FT 597 /#OF STORIES UJNIAUi PEHNJN (ii different Irom applicant) NAME,rnC6 A. Chrn ADDRESS 2o0?.- .Jinvn9 DAZj4( 37 CITY TrJmar STATE Qg.. ZIP CODE q2.O 114 DAY TELEPHONE APPLICANT U CONTRACTOR U AGEN'!' FOR CON T RAC IUR -I OWNER Li AGENI FOR OWNER NAME- ADDRESS5 dCo r )EbC1(j STATE C& ZIP CODE DAY TELEPHONE -72- 1401 PROPER'IY OWNER NAME ADDRESS . CITY STATE ZIP CODE DAY TELEPHONE CONTRACTOR NAME ,, ADDRESS . CITY I STATE ZIP CODE DAY TELEPHONE STATE DC. # LICENSE CLASS CITY BUSINESS DC. # DESIGNER NAME . ADDRESS CITY . STATE ZIP CODE DAY TELEPHONE . STATE DC. # WORXEHS WMPENSA11ON Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, or a 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 3890, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE certificate 01 Exemption: I certify that in the performance 01 the work for which this permit is issued, I shall not employ any person in any manner so as to become sTubject to the Workers' Compensation Laws of California. SIGNATURE - - DATE OWNER-BUILDER DECLARA11ON Owner-Builder Declaration: I hereby attirm that I am exempt from the Contractor's License Law for the following reason: - o 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.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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]). SIGNATIJBfl?iij772 DATE COMPLETE 'tHIS SECTIO? FOR NOF4tSlDENTIAL 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 13 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO - 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 P01.11TI1ON CX)NTROL DIS'FEICF. WNSThUCI1UN LENDING AGENCY 4 ' I hereby attirm that there is a, construction lending agency for the performance 01 the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S.NAME . LENDER'S ADDRESS APPLICANT CERTIFICATION I certify that I have read the application and state that the above intormation 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 CARLSBAD AGAINST ALL LIABilITIES, JUDGMENTS, ODSTS AND EXPENSES WHICH MAY IN ANY WAY AIXRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. - OSHA An OSHA permit is required for excavations over 5'O" 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 lithe 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).. APPLICANTS SIGNATURE ' DATE':2 - U • WHITE: File YELLOW: Applicant PINK: Finance '08/23/93 INSPECTION HISTORY LISTING FOR PEPMIT# CB921230 DATE INSPECTION TYPE INSP ACT COMMENTS 04/21/93 Final Combo. RI RI MH/JA /729-0509 04/21/93 Final Combo TP CO SEE J 03/15/93 • Interior Lath/Drywall RI RI RS 03/15/93 Interior.Lath/Drywall TP AP 03/11/93 Insulation RI RI NH/COOK .03/11/93 Insulation - TP AP 03/10/93 Frame/Steel/Bolting/Wel RI RI MH/COOK/729-0067 .03/10/93 Rough/Topout RI RI MH/COOK/729-0067 03/10/93 'Rough Electric RI RI MH/COOK/729-0067 03/09/93 Frame/Steel/Bolting/Wel RI RI MH/COOK/729-0067 03/09/93. •Frame/Steel/Bolting/We1 TP AP 03/09/93 Rough/Tbpout RI RI MH/COOK/729-0067 03/09/93 Rough/Topout TP WC 03/09/93 Rough Electric RI RI MH/COOK/729-0067 03/09/93 Rough Electric TP AP WALLS 03/09/93 Rough/Ducts/Dampers TP AP DUCTS ONLY ' 03/05/93 Interior Lath/Drywall RI RI MH/COOK/729-0067 03/05/93 Interior Lath/Drywall TP WC 03/05/93' Exterior Lath/Drywall TP AP ONLY, EXT. FRM ONLY 02/17/93 Ftg/Foundation/Piers TP AP. SOILS LETTER INC 02/17/93 Roof/Reroof RI RI RS/JACK/729-0509 02/17/93 Roof/Reroof TP AP 12/31/92 Ftg/Foundation/Piers RI RI NH/JACK/729-0509 12/30/92 Ftg/Foundation/Piers RI RI .MH/JACK/729-0509 . . 12/30/92' ..,Ftg/Foundation/Piers TP PA ND SOILS LETTER PER PLAN (A'7 - S •. . S . 'S .- - • HIT <RETURN> TO CONTINUE... - BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92023-0348 (619) 753-99410 F SUMMARY REPORT V. JooNo ,P/3ôO Clie n t Date Site Location: 259 . Insp.:_______ . Summarize,preb job sLatis, work completed since last report, problems and their solutlDns r etc ..............', Surnriary Rep'rtfron (aace) /Z-31-92 t (date) ô 12-31-9, t4 sc IOF the o Se Itp#2 4g2LJt! - ••.7 '•'• - •• - t4 cc ii - e,#-de#- Ic2 1Civlame / d'77t /e I74c e;40 Acca oe.'ed' . 2) .4c Joo a, "Ae el Qaeb~l,,doj, c, 4c -eJ,4?,,ee c, ,-.6 (SJ .c1 ca,- Aee,, x1ew 71 *! - ) J 1ecY'Ay 4iJ cic) iy Ae #c/ ' Ze '-'se ,'-A. ;'-_4 g 46c$ .F 29,6,=s 1 C ,"-4'cd /a4 .iay 4e o' 2911 Z'se 4oe'/o/ 4e ,' -A- "I - i I .LJI:Ji Lu; C-1ry 7.5C&7iI- - 6 -. 5' .. r ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 1 (6 19) 560-146.8 ¶5 - DATE: .tr)_/iOJ92_ I ~ads' C1JuRISDIcTrot- JURISDICTION bOJA LAN CHECKER OFILE COPY PLAN CHECK NO 1. 92- SET: 'UPS PROJECT ADDRESS 2S5B DDESIGR , PROJECT NAME Oxk d( Th 1ans transmitted herewith have ben corrected where necessary and substantially ,comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdici.qn's building cpdep when minor deficien- ies identified iY\ tY\e. rQ.c(. are resolved and 4checked 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 Corp. until corrected -: .', plans. are submitted for recheck. ••' _T'.: • . . The applicant's copy of the check list is enclosed for the jurisdiction to.return to the applicant contact.person. The applicant's copy of the check list has bee s&nt to ••., . . S Esgil staff did not advise the applica t cont ct person that •• plancheck has been.completed. Esgil staff did advise applicant that la check has been completed. Person contacted: Date contacted Teleph ne _______________ ME M REMARKS:L5'\(1uCk o -t Ci., -o- obs •*c, ;•.• oucç '-eç 4iôor 4, . cAI BY:CLL1C) closures: 5 • ESGIL CORPORATION 10-1-7192.1 DGA 0CM ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 '. DATE: ' .. ENT JU~IS N JURISDiCTION:. ctboc(\ PL ECKER • OFILE COPY PLAN 'CHECK N0: 92-_'13o SET:I -UPS [)DESIGNER PROJECT' ADDRESS: ___c PROJECT NAME: .O3K ckycJ' .Theplanstransmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply withthe'jurisdicion's building codes when minor deficien- ;•cies identified •' are resolved and checked by building.departrnent staff. The plans transmitted herewith have significant deficiencies El 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 Esgi'l Corp. until, corrected plans are submitted for recheck • . I Thapplicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The app1ican's copy of the check list has been, sent to: A, C .:: . .. 202. Tuca\re Aar 90\4 Esgil staff didnot advise the applicant contact persoh that .. ..plan check has been completed. Esgil staff did advise applicant that t1e plan check has been completed.. Person contacted: :•'Date contacted: -•• Telephone It By QL n ci os u r e S H ESGIL CORPORATION 11-GA "El CM cs - I I JURISDICTION:. 'UtSLd Date plans received by plan checker:______________ PLAN 7CHECK NO.: 92..- '22r)O Date .plan check completed:\'2_J-(92.. By: CtkCk PROJECT ADDRESS: 2..S 4itcA\ kQ.Y C )r, TO: \OJYV\eS PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to 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. The plan check is based on regulations enforced by the Building Inspqction Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. ,The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS . l Please make all corrections, on the original 3. Please indicate here if any changes have tracings and submit two new sets of prints, been made to the plans that are not a result '. and any original plan sets that may have been of corrections from this list. If there are returned to you by the jurisdiction, to: other changes, please briefly describe them .• -. - and where they are located on the plans. Have changes been made to the plans not - - - • resulting from this correction list? Please - - check. 2. To facilitate checking, please identify, next Yes No to each item, the sheet of the plans upon - which each correction on this sheet has been .1 - made and return this check sheet with the revised plans. - Form No.PCS.41390 - S'rt dc( k±-c bccce ± ccc Coer wo ust b uer(o W CAT 4 .Date//9 Jurisdiction - 4Pepa±ed byi VALUATION AND PLAN CHECK FEE 'PLAN CHECK NO._ 9-_ BUILDING ADDRESS 5B _o\\am-k bv, c Bldg. Dept. 0 Esgil APPLICANT/CONTACT "ES CWY~YN PHONE NO. 7S5-_ BUILDING OCCUPANCY DESIGNERPHONE___________ YE OF CONSTRUCTION CONTRACTOR PHONE__________ . BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Sscr _Add _ 74xt12O A-cr Conditionine Commercial -- _Residertial ..Fire SDi~inkler Res. br,Comm. -- Total Value s9z4 H - - '7- Building Permit Fee $ $_OO Pla n. Check Fee $ 0 $ 21 20 4 1 - - COMMENJS: - -* •0 - , , SHEET OF______ 12/87- •;( 0 City. .of Cárl sbad - BUILDING PLANCHECK CHECKLIST D ATE: 2.D92. - PLANCHECKNOCB9212 BUILDING ADDRESS: 258e kGf-1L4qt4 .b. .. PROJECT DESCRIPTION RES /4flD ASSESSOR's PARCEL NUMBER 15 I30-02. EST VALUE_52 k. ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been Please see the attached report of deficiencies approved The approval is based on plans marked with. Make necessary corrections to information arid/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 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. . . . . . ByS EELL Date 2 DEC1 - By :S. HEDELL Date is DEc3L. By: Date ATTACHMENTS CONTACT PERSON D Dedication Application 0 Dedication Checklist 0 Improvement Application , .. 0 Improvement Checklist NAME 0 Future Improvement Agreement ADDRESS:, PHONE: P \docs\chklst\bp000l frm REV 6/5/92 2075 Las Palmas Dr. • Carlsbad CA 92009-1576• (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 SV 2nd 3rd * El EY 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 F. Right-of-Way Width & Adjacent Streets 0 El 2 Show on site plan A Drainage Patterns C Existing Topography B Existing & Proposed Slopes o 0 El 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 El El El 4 Include note "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5] 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 of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). [11' El El 5 Include on title sheet A. Site address . B Assessor's Parcel Number C 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 ._2 S -. - .. P \docs\chklst\bp000l frm Page .1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST • DISCRETIONARY APPROVAL COMPLIANCE : 1 sW 2nd.,/ 3rd' O 0 0 Project does not comply with the following Engineering Conditions of approval for • Project No. Conditions were complied with by: Date:__________________ DEDICATION REQUIREMENTS - 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 $______________ -pursuant to Code Section 1840030 Dedication required as follows IC / AtJYT? bA\J/L S1T2FJT EMEl'JT LPtThS Attached please find an application form andbaIcheGkhst-for the dedication -, process Provide the completed application form :. 09 eck4istat the time of resubmiftal. • - . • . • • • Dedication completed by Date IMPROVEMENT REQUIREMENTS El 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 $ • -pursuant to COde Section 18.40.040. • Public improvements required as follows i • .• . - • • Please have a registered Civil Engineer prepare appropriate improvement plans and 1; 'submit them togetherwith the requirements on the attached checklist for a separate • plancheck process through the Engineering Department. lmpiovement 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 resubmittal Improvement Plans signed by Date ,•• •_••_j•• • ,• .- - • • - S.. •••• -• . •• •• • - - P:\docs\ch\bpOOO1.ftrn Page 2 of 4 • REV 6/5/92 . .,'. BUILDING PLANCHECK CHECKLIST jtv" 2nd9' 3rd 1 •: • • - -.- L I- 0 8b. Contruction of the public improvements may be deferred pursuant to code Section. 18 40 Please submit a recent property title report or current grant deed on the property and rocessing fee 'of $_O, - - so we maV 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: CJ.J O nTTZ 21,p5WAL1/_ - 0 0 '8c. Enclosed please find your Futue Improvement Agreement. Please return signed and,4 notarized Agreement to the Engineering Department. •,. . . S Future Improvement Agreement completed by S Date IhEi2.- -'0, El, ', 0 ad. No. Public Improvements required. SPECIAL NOTE: Damaged or defective . . •' improvements found adiacent to building site must be repaired to the Satisfaction of S-•.•• - 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" 1:17 -.D'- " . 9a. inadequate information 'available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D 0 -D 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 be issued and rough grading approval obtained prior * - to issuance of a Building Permit Grading Inspector sign off by Date DO 9c No Grading Permit required - - I BUILDING PLANCHECK CHECKLIST P \docs\chkist\bp000l tim Page 3 of 4 REV 6/5/92 .'- j_•, 4..'. - '. - 4-.'- - -' . . ,' , • ' - - . •- '- S . - - - No MISCELLANEOUS PERMITS 1 sW 2nd,/ 3rdv' O 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. 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-with the requirements on the attached Right-of-Way checklist, at • the time of resubmittal. . • • •- • . El o . :11: A SEWER PERMIT is required concurrent with the building permit issuance. The fee • .• is noted in the fees section on the following page 0 0 0 12. INDUSTRIAL WASTE PERMITis required. Applicant must complete Industrial • - . . Waste Permit Application Form and submit for City approval prior to issuance of a-,- Permit. • - • - Industrial waste permit accepted by: Date - .-. . -•'. -. . -• . • • • 17 .: - -• - - - . • I - 1.-ç •' - - • '-I. • - • P \docs\chklal\bp000l frm Page 4 of-4 REV 6/5/92 CALCULATIONS WORKSHEET I - EDU CALCULATIONS EDU s ADT CALCULATIONS ADT S - - FEES REQUIRED WITHIN CFD D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) 1NO 1 - 0 1 PARK-IN-LIEU FEE PARK AREA FEE/UNIT 0 2 TRAFFIC IMPACT FEE ADT's FEE/ADT O 3 BRIDGE AND THOROUGHFARE FEE ADT's FEE/ADT [14. FACILITIES MANAGEMENT FEE ZONE ( FEE/EDU O 5 PUBLIC FACILITIES FEE 0 6 SEWER FEES PERMIT No. ___________ EDU's ___ FEE/EDU BENEFIT AREA FEE 'O 7 SEWER LATERAL REQUIRED (2,500 DEPOSIT) C- C 4 REMARKS - , 4 - 4 '4 P \docs\chklst\bp000l lrm REV 6/5/92 1 PL NThjG CHECKLIST Plan Check No. /3Address 58 )-'l Di. ,Planner •DAVID RICK Phone 438-1161 ext. 4328 (Name) APN: - IS 300.2- Type of Project and Use £1 Zone I Facilities Management Zone L Legend Item Complete - \• Item Incomplete Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was idntified Q ' Enviro nental Review Required: YES - NO PE DATE OF COMPLETION * Comphaice with conditions of approval If not, state conditions which require action Conditiisof Approval L(EJ 0 Discretionary Action Required:,YES NO...ZYPE - • APPROVAL/RESO. NO. DATE: PROJECTNO ' OTHER RELATED CASES: • Compliance with conditions of approval? If not, state conditions which require actor. .Conditions of Approval California Coal Coson Pt Required: YES - NO DATE OF APPROVAL San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 . * Compliance with conditions' of approval? If not, state conditions which. require action. - Conditions of Approval. V D 0 Landscape Plan RequiredYES NO See attached submittal requirements for landscape plans Site Plan: /__ - ,\ ff 0 1. Provide a fully dirnensioiied site làri drawn to scale: Show: North,' arrow; property lines, easements,. existing and proposed structures streets, texiting street improvements; right-of-way width , and dimensioned setbacks , 0 2. Show on Site Plan: 'Finish1 floor elévation, e[ëvitioi,sof finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. H ..- V-,,•:. 0 0 3 Provide legal description of property. 0 0 4 Provide assesso?s parcel number r, ---',- - - 'Zoniiig :- 0 1 Setbacks Front: Required ?O Shown .?Q Int. Side: " '.'-. - Required /C)' Shown /3' Street Side: Required , . (I1 Shown AI/ Rear: - Required 26 / 'Shown 21' 0 2 Lot coverage Required //Shdwn I y7 / / 0' 0 0 3 Height Required 2c) Shown ?Z 0 4 Parking fSpaces Required 2 cShown Guest Spaces Required Shown 0 0 0 Additional Comments - - - ., t '., '. .• - -V OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER____________ DATE'__________ 'S 4 PLNCK.FRM - . : BARRY AND ASSOCIATES ' ( GEO TECHNICAL ENGINEERING P.O.Box 348 •' - •• •Encinitas, CA 92023-0348 :;-.• • (619)753-9940 ' November 12, 1992 Mr. Bruce Cook 2588 Highland Drive -' Carlsbad, CA.- 92008 Subject: - LIMITED GEOTECHNICAL INVESTIGATION Proposed Second Story Addition Over Garage 2588 Highland Drive Carlsbad, California Dear Mr. Cook, - This report has been prepared at your request and presents the - results oi our limited geotechnical investigation. The purpose of this study is to evaluate the nature and characteristics of the earth mat'erials in the area of the existing garage foundation and to provide an-opinion as their influence on the construction of the proposed second story addition SITE CONDITIONS • The subject property is located north of Vista Way, along the east side of Highland Drive, in the city of Carlsbad The property • includés -a single family residence and guest house constructed on • a gentle slope which descends to the east at a grade of 6.0 to 8.0 percent. Adetached garage is located behind the residence in the- • • north-central .portion of the site. • ..Vegetatioñ includes grass, shrubs and trees. Drainage in the rear ;,f 4 4 November 12, 1992 W.O. #P-1300 - Page yard area is generally by sheet flow in an easterly direction ly ., ...• PROPOSED DEVELOPMENT Preliminary ,"plans were :'prepared by James Chinn, Architect. The project consists, of an addition along the northeastern portion of the residence and" a second story addition over the detached garage; SITE INVESTIGATION Two test pits were excavated adjacent to the eastern garage foundation:. Earth. materials encountered were visually classified -. and logged by our, field engineer. Undisturbed, representative sample's of earth materials were obtained at selected intervals. : LABORATORY TESTING Classification The - field àlássificàtiori '-was verified through laboratory examination: in accordance with the Unified Soil Classification System The final classification is shown on the enclosed Boring Logs. .. • • - " Moisture/Density • - • - The field moisture content and dry unit weight were determined for 'each% of the undisturbd soil samples. The dry unit weight was determined in pounds per cubic foot. The field moisture content November 12, 1992 - W.O. #P-1300 Page 3 was'determined as a percentage of the dry unit weight Both are shown on the enclosed Laboratory Test Results This information is useful in providing a gross picture of the soil consistency between exploratory excavations and any local variations Maximum Dry-Density/Optimum Moisture Content The maximum dry density and optimum moisture content were determined for selected samples of earth materials taken from the site The laboratory standard tests were in accordance with ASTM D-1557-78 The results of the tests are presented in Appendix "A" - GEOTECHNICAL CONDITIONS Artificial-Fill - Approximately T 2 0 feet of,'fill underlies the concrete patio slab, adjacent to the western stem wall footing for the garage The fill is probably locally derived sandy deposits Soil In the vicinity of .th exploratory test pits, approximately 12 inches of Soil is resent. The soil is classified as dry to • slightly moist silty sánd in a loose condition. Terrace Deposits- - The subject property is underlain by poorly consolidated • November 12, 1992 - W.O. #P-1300 Page 4 Pleistocene terrace deposits The sedimentary unit is composed of reddish brown silty and fine-grained sandstone In the vicinity of the exploratory test pits; the terrace deposits are dry and dense. - Expansive Sàils • The surficial deposits and underlying terrace deposits encountered on the site are predominantly granular deposits with an expansion • potential in the low range. Groundwater - No evidence of perched or shallow groundwater tables was encountered at the timel of this study. However, it is possible that minor seepage problems may occur after the proposed construction: These are-usually minor phenomena, often associated with over-irrigation and poor, drainage control. • Existing-Footings - The foundation along the western side of the garage includes a 2.0 foothigh stern wall. The stern wall supports approximately 2.0 feet of fill hich is • covered by a concrete •patio slab. Although exploration was not conducted in this area, it is likely that the garage footing is founded into the terrace deposits However, additional evaluation of the footing in this area should be .Conducted during the construction phase. • 0 01 -. • $_ 0 0 • • - November 12, 1992 W.O. #P-1300 - Page 5 iñ the vicinityof Test Pit No. 1, the garage footing is founded approximately 10 inches below grade and is about 11 inches wide. However, the upper 12 inches of earth materials is composed of loose soil. he base of the eastern garage footing is supported on a thin veneer of soil or resting on the soil/terrace deposit contact. • . CONCLUSIONS AND RECOMMENDATIONS General . In thevicinity of-Test Pit Nos. 1 and 2, the existing footing is fouxded into soil or resting on the soil/sandstone contact. The- bearing value.indicated below may be used in the design analysis of -' the existing'. foundation. However, it is recommended that the existing fboting ' 'Along" the eastern side of the garage be underpinned by column pads or other methods recommended by the archifect where concentrated loads occur as a result of the second. .r • story addition; - Underpins should extend a minimum of 1.0 fodt below the base of the existing footing. The soil parameters presented below may beued in the design. Foündations I - - Proposed footingsshould penetrate fill and soil and be founded into the underlying competent terrace deposits. New footings for the propáed structure should be a minimum of 12 inches wide and V November 12, 1992 V W.O. #P-1300 Page 6 founded a minimum of 12 or 18 inches into the underlying competent - terrace deposits for single and two-story additions, respectively. Steel reinforcement should consist of a minimum of four No. 4 bars. Two of the No. 4 bars should be located 2.0 inches from the top of the footing and two located 3.0 inches from the base. Footings founded a minimum of 12 or 18 inches into competent terraáedeposits may be designed for a bearing value of 2000 pounds per square foot. V 'V. The bearing value, indicated above is for the total dead and frequently applied live loads This value may be increased by 33 percentfor short durations of loading, including the effects of wind .and seismic forces'., Resistance to la'teral' load may be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 may be used with dead-load forces. A passive' earth pressure of 250 pounds per square foot, per foot of.. depth of terrace deposits penetrated to a maximum of 2000 pounds may be used. V - q - Slabs on Grade'. • ',- V Slabs 'oii grade' should be a minimum of 4.0 inches thick and- reinforced in both directions with No. 3 bars placed 24 inches on center. The slabs should be underlain by a minimum 2.0-inch sand November 12, 1992 W.O. #P-1300 Page 7 blanket. Where moisture sensitive floors are used, a minimum 6;0 mil Visqueen or equivalent moisture barrier should be placed over the sand blanket and covered by an additional two inches of sand. Utility trnches underlyingthe slab may be backfilled with on-site granular .materials, compacted to a minimum of 90 percent of the - laboratory maximum dry density. However, sufficiently compacting the backfilLdeposits may damage or break shallow utility lines A such, minor settlement -of the backfill in the trenches is anticipated In order to reduce the possibility of cracks 'occurring, the slab should be provided with additional reiriforcement to bridge over trenches. Exterior concrete flatwork should be aminimum of 4.0 inches thick and reinforced with 6x6- 10x10 welded-wire fabric. All slab subgrades should be inspected by a representative' of this, firm. Additional recommendations may be 'necessary. • Plants and Irrigation Overirrigation adjacent to foundation areas can reduce the strength of the' sedimentary unit which supports structural footings. 'Numerous -roots were also encountered in our test pits adjacent to the foundations Roots and saturation of footing soils could result in distressed foundations In this regard, drainage .shbulabe directed away from foundations. Vegetation, if desired,. * should be-maintained-at least 2.0 feet from the foundation line and •. . . ,•,, •,. .. . November 12, 1992 W.O. #P-1300 Page 8 should consist of dtoüght resistant plants. Watering should. be limited to that amount necessary to sustain plant life. - . . Iixspectioñs and Density Testing - Structural footing. excavations should be inspected by a:. 'representative-of this firm, prior to the placement of steel. ..AdditionalexpForation.ôf the western garage footing should be conducted duing the construction phase. Fill, if necessary, should be placed while-a, representative of this firm is present to observe and test.' All fill should be compacted to a minimum of 90 percent Of the-laboratory maximum dry density. 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 rñay 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 infomàd.on and recommendations given herein to the attention of the project's arèhitects and/or engineers so that they may be incorporated into"plans. . . .. If conditions encountefed during construction appear to differ from November 12, 1992 W.O. #P1300 0 - - - Page those.2describedin this report, our office should be notified so that we may consider whether modifications are needed. No ..responsibility for construction compliance with design concepts, -specifications or recommendations given in this report is assumed unleás on-site -' review is performed during the course of construction. - - The subsurface conditibns,.excavation characteristics and geologic structure,, described herein are based on individual exploratory excavatins 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 •theexploratory excavations. Please nd€ethat'fluctiations in the level of -groundwater may occu• due to variatiónsin rainfall, temperature and other factors not evident at the time measurements were made and reported herein. A.R.Brry 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 -dat'e. - 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 . . -- - -- •0 -. .4 '4 •~k.; , 4 II 4. 1' November 12, 1992 •. W.O. #P-1300 Page 10 maybe rendered wholly or partially invalid by events beyond' our control. This report is therefore subject to review and should not be relied upon' after aft the passage of three years. The professional judgrnehts presented herein are founded partly on. our assessment 'Of the technical data gathered, partly on our undrstanding of the..proposed construction and partly on our general experience in the geotechnical field. Our engineering work and the :juts giveh meet present professional standards. However, lfl:flO respect do we guarantee the outcome of the project. If you:have any questions, please do not hesitate to contact our office at-453-9940 . .4 The opportunity-to be-of-service is greatly appreciated. Respectfull submitted,: . A.R. BARRYAND ASSOCIATES Mark Burwell . . A.R. Barry, P E. Geologist . Principal Engineer - cc 1. - OF CIA 4 I__._.-..-..".. . . ........... ....... 1 L' . .:.. . GARAGE FOUNDATION PLAN . . JAM A. C I N. A R C H I I EcTiLk. --- --------------- — r- - : -'-.' L > • • 'V .1 • - I S,i ,St I .. .' - -.. - N. • TEST PIT NO.1 - .- - I - - - - ,- - - - I - - - - - 1• - N\ -- -- - 7' 1• .,- .- -.--. .-.-- .-, •--• -:'. - I — \ e•. .V. - L- 2 _2' ! • - - I- I -- -- - • .--.-.••;•.._ .-I ': -. • -- --- '- I . -- - 2-.. . L-' -- • . .. I CERTIFICATION OF COMPLIANCE -, CITY OF CARLSBA.D Plan Check No. Z- DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA" A 92009 (619) 438-1161 This form shall, be thed to determinethe 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 '1290 West SanMarcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92024 (744-4776) Encinitas Union San Dieguito Union High School 101 South Rancho Santa Fe Rd. 710 Encinitas Boulevard Encinitas, CA 92024 (619) 944-430U Encinitas, CA 92024 (753-6491) Project Applicant APN - --oO Project Address: ZS'8 . RESIDENTIAL: SQ. FT. of living area number of dwelling units / SQ. FT. of covered area SQ. FT. of garage area" COMMERCIAL/INDUSTRIAL: 'SQ. FT. 'AREA______ , Pre pa red by Date a l 9 Y~~pp FEE CERTIFICATION (To be completed by the School District) Iicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement - -Project is exempt from Government Code 53080 Fihal Map approval and construction started before September 1, 1986. (other school fees paid) - . . Other' ' Residential Fee Levied: $ 9Z3.r)based on 96 sq. ft. @ / c~ , Corm/lndust Fee Levied: based on • sq. ft. @________________ w Scbol District Official ' / Title , , Date -' 2926 and SB 201 fees -are capped at •$1.65per square foot for residential. ' AB 2926 is capped at .27 ,per square foot for commercial /industrial. • ' S City of Carlsbad • •• •,.•, • - • - - • , • • SCHOOL FEES - - - S.. - • / Please fill out the form on the reverse side of this page ind take it tothe appropriate school district Once you have'-paid, the school fee, a school official has igned the school fé&4-fôFm,Thnd all other plan check requirements have been met, a building '- permit can. be issued. The City of Carlsbad will not issue' any building permit without a completed school fee form. - -S - S •• - __ ,•_•1S I. - ''-'S - • - _j\ C • BUILDING DEPARTMENT. dc .enc. - ---'-S. - - - 1 4- , ' , ; ; - .• • • -• I: -- S '• 4- - •S_ te • - ' I • • - 4- #S ,,_ 4 - - . ;- • S - • - 5- - 4- S . : •-• - 5=- ---- - -• • - 4-.. N r- •:.ç t 'S . -- '4- • ¼ - \--\ '' •i_ S • -. 4- 5 S.' • 2075 Las Palmas Drive-Carlsbad, California 92009-4859.(619) 438-1161