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Home My WebLink About2210 SARA WAY; ; CB911396; PermitPermit No: CB911396 Project No: A9101775 Development No: Fl : 7265 04,'12 0001 01 02 C-PRIIT 139.00 BUILDING PERMIT 0 4 /16/92 13:57 Page 1 of 1 Job Address: 2210 SARA WY Str: Permit Type: RESIDENTAL ADD/ALT Parcel No: 167-540-23-00 Valuation: 4,963 Construction Type: VN Ocdupancy Group: R3 Class Code: Description: 128 SF WINE CELLAR + 676 DECK PLUS DRAINAGE AND SUMP PUMP Appl/Ownr : MACKINZIE, REBECCA 2210 SARA WAY CARLSBAD, CA 920&. CONTRACTOR : BENTLEY BUILØS 258 JUN IPER/AV CARLSBAD, CA 92 *** Fees Required \ /7 ;;;;;.-.------/ --.='- Adjustments: I -• Total Fees: I 21ì0 Fee description =I ------------------ Building Permit Plan Check Strong Motion Fee Other * BUILDING TOTAL ICOR 1952 PORATL9 9. 0 619 434-3067 & Credits ------------------ .00 90.00 139.00 Ext fee Data ---------------- 72.00 47.00 1.00 109.00 PC FEE 229.00 09)361 - Status: ISSUED Applied: 10/15/91 Apr/Issue: 11/07/91 Validated By: DC 619 434-4648 aJJayme tl lan9\Dtk) nit//Jee.LU i IFAAPPROVAL I'!SP ar's%/2r CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPUCA11ON - City of Carlsbad Building Department 2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161 PLAN CHECK NO. .VAL 5E N CE DEPOSIT R, 1. PERMIT TYPE A - U Commercial U New Building U Tenant Improvement B - Ci Industrial 0 New Building I] Tenant Improvement C - B'idential 0 Apartment 0 Condo 'ile Family Dwelling 'ition/Alteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home ErIlectrical Enllfumbing 21chanical Cl Pool 0 Spa l3'Paining Wall 0 Solar 0 Other C'EJ. C-PRMT C4Q i5t 35.00 2. PROJECT INFORMATION I FOR OFFICE USE ONLY Address Building or Suite No. - ' &LSI1.A , Nearest Cross Street (7-)Ur I (L cA liiii.IC CHELK BEWVV ir suoMirJ: 02 Energy ca1cs9Structuralcak 2Sois D'lsReport 2T-Addressed Envelope Z4. 1 'IL fblQW F 4P9a-zo DESCRIPTION OF WORK (4) war 45eEZW1Z_ kvAie_ SQ. n. /2 %'r # OF STORIES / CON SAUl PrJtNJN (ii aifterent from applicant) NAME AJr' ADDRESS 3JiP'fl- AUiF 34 7' CITY 4,26SW STATE 4- ZIP CODE DAY TELEPHONE _ t 706 V - APPLICANT UWNTRAUIUK UALiENT FOR CONTRACIt)R U OWNER UAGENI FUR OWNER NAME 37-' 7es ADDRESS .j Lid'1 /"61L ,s'P CITY STATE ZIP CODEqj.(X2' DAY TELEPHONE 1134'.-3O eo 7 PROPERTY OWNER NAME L5C.A J/VIAjt. ptJ ADDRESS iI 0 .31H2-tA I&)A'4 CITY STATE ZIP CODE '97CV DAY TELEPHONE '/- 4'6 "8 NAME /& ?2$ ADDRESS JthJ) Peit A46 - CITY 044.6 STATE (tA ZIP CODE JZWS DAY TELEPHONE STATE LIC. #5'S7/ g LICENSE CLASS 06 CITY BUSINESS LIC. # UESKINEK NAME , ,,4,AUDkthSS ,45r4y1W6 4eoajo pvft if CITY STATE ZIP CODE ZOO DAY TELEPHONE STATE LIC. # WORKERS WMPENSA11ON C rrVCrb(5 (JLi.J A) ( Workers' Compensation Deciaration: I heretly aflirm that I have a certificate of consent to self-insure issuedyjpe Director of Industrial Relationsror-acertificate of Workers' Compensation Insurance by an admitted insurer, anexact-cd5 duplicate thereof certified by the Director of the ii &thereof-filedwitb the Building Ins jonDepartrneiItSection 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATIONTE Certificate of Exemption: I certify th t in the performance of the work for which this permit is issued, I shall noremploLy person in any manner so as to beco e subject to he W r rs' Compensation Laws of California. SIGNATURE.frl.&. 'i,? I AfE l,/,-5 / ¶( OWNER-BUILDER I) Th)N -. I Owner-Builder Declaration: I hreby affirm that I am exempt from the Contractors License Law for the following reason: 0 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.). Ci 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). 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 DISI1UCr. 9. WNS7FRUCI1ON LENDING AGENCY I hereby affirm that there is a construction lending agency [or the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME N10 N C-- LENDER'S ADDRESS 14 (3 p.j I certify that I nave 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 CARLSBAD AGAINST ALL LIABilITIES, JUDGMENTS, (XISI'S AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF lIIIS 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 thork is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS S)X(1RE // DATE: 10 / ss('i UNSCHEDULED INSPECTION DATE ///t-/92_ INSPECTOR___________________ PERMIT / /3 PLANCK #__________ JOB ADDRESS 2J() S4i'h J'-' TIME ARRIVE: TIME LEAVE:____________ CD LVL DESCRIPTION ACT COMMENTS - • r--i J • PERMITS 6/15/89 10/27/92 INSPECTION HISTORY LISTING FOR PERNIT# CB911396 DATE INSPECTION TYPE INSP ACT COMMENTS 11/27/92 Steel/Bond Beam PY NR 05/08/92 Underground/Under Floor RI RI 05/08/92 Underground/Under Floor PY AP 04/29/92 Ftg/Foundation/Piers RI RI 04/29/92. Ftg/Foundation/Piers PY AP 01/30/92 Interior Lath/Drywall RI RI 01/30/92 Interior Lath/Drywall PY AP 01/23/92 Rough Electric RI RI 01/23/92 Rough Electric PY AP 12/31/91 Steel/Bond Beam PY AP 12/31/91 Frame/Steel/Bolting/Wel RI RI 12/24/91 Ftg/Foundation/Piers RI RI 12/24/91 Ftg/Foundation/Piers PY NS 12/23/91 Steel/Bond Beam PY AP 12/06/91 Footing . RI RI 12/06/91 Steel/Bond Beam PY AP 12/03/91 Steel/Bond Beam RI RI 12/03/91 Steel/Bond Beam PY AP 11/27/91 Ftg/Foundation/Piers RI RI 11/27/91 Ftg/Foundation/Piers PY NR 11/27/91 Steel/Bond Beam RI RI 11/26/91 Footing RI RI 11/26/91 Footing . PY AP MH/VERN/434-3067 NH/RANDY/ FTNG FOR SUMP TUBE MH/RANDY/722-3305 MH/VERN/434-3067 RS/VERN/986-2262 PAGER NH/DAVID/434-4648 MH/VERN/434-3067 MH/DAVE/43 6-4 648 FIRST SECTION OF WALL MH/695-2810 MH/ 695-2810 NH/DAVID/434-4648 FTNG & STEEL FOR RET WALL HIT <RETURN> TO CONTINUE... HEI 13230 Evening Creek Dr. Suite 218 WYMAN TESTING LABORATORIES E San Diego, CA 92128 (619) 486-0354 REPORT OF COMPRESSION TESTS PROJECT _____________ MacKENZIE RESIDENCE PROJECT NO. 91-277 PROJECT ADDRESS 2210 SARA WAY, CARLSBAD BENTLEY BUILDERS ARCHITECT/ENGINEER STELAR DESIGNS / KORNTUED & KORNTUED - -- BENTLEY BUILDERS TO BE BILLED CB911396 N/A BLDG. PERMIT NO. ______ PLAN FILE NO. SAMPLE DATA REPORT OF • CONCRETE 0 MORTAR 0 GROUT 0 OTHER SUPPLIER MARCON PLACEMENT DATE 11-26-91 MIX DESCRIPTION 6 SACK TICKET NUMBER 056467 MIX NUMBER 88091 TIME IN MIXER 60 MIN SLUMP ______________ 581 ADMIXTURE N/A TYPE CEMENT ________ II AIR CONTENT N/A UNIT WEIGHT _________ N/A DESIGN STRENGTH _____ 3000 LOCATION OF PLACEMENT RETAINING WALL FOOTING AT WINE CELLAR SPECIAL TEST INSTRUCTION OR REMARKS 3000 28 REQUIRED STRENGTH (fc) PSI AT ______ DAYS WILLIAN COOLEY 11-27-91 SAMPLES MADE BY ____________________________ DATE RECEIVED IN LAB LABORATORY DATA LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SO INCHES POUNDS PSI 7 1 12-03-1 6 X 12 28.27 71,50 2530 28 2 12-24-91 6 X 12 28.27 125,50 4440 28 3 12-24- 1 6 X 12 28.27 124,50 4400 LABORATORY DATA REMARKS DISTRIBUTION EVIEWED BY: ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH DATE ________ ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75. C617-76 ,7OFESS S. cm rn cr * E.MaL31.1992 elviv CAL di Wyman 15910 BERNARDO CENTER DRIVE GO, CA 92127 &1E SAN DIE Testing Laboratories (619)486-0354 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE. 0 REINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS 2210 Sara Way Carlsbad NO. 91-277 FOR WEEK ENDING 11-29 19 91 OWNER OR PROJECT NAbIE Mackenzie Residence BLDG. PERMIT NO. CB91].396 IPIAN FILE NO. I C_ONSTR MATL (tVP.E,GRADE.ETC.I Re1nforce concrete ARCHITECT stej.Iar Designs SIGN STRENGTH c 3000 SOURCE OR MFGR. I MarCon Products GINE R orn6ed & Korntued DESC_RIBE MASJ... (MIX DESIGN. RE-BAR GRADE & MFGRJ ASTM Cibo Type II Cement GENERAj. CONTRACT.OR Bent.Ley Bui.Laers CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory CONCRETE INSPECTION 11-26 Inspected the placement and consolidation of 9 1/2 cubic yards of concrete, mix design #88091 in the following locations: retaining wall footing.at wine cellar. One set of 4 test cylinders taken from retaining wall footing at wine cellar. Slump test results 4". Concrete supplied by MarCon Products. Ticket # 056467, truck # 23. Work inspected is in accordance with the approved plans and the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORKS UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGN T COP`REGISTE4Z= INSPECTOR DATE OF REPORT . RG1STER NUMBER Wyman Testing Laboratories 15910 BERNARDO CENTER DRIVE SAN DIEGO, CA 92127 (619) 486-0354 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS 2210 Sara Way Carlsbad NO. 91-277 FOR WEEK ENDING 12-6 19 91 OWNER OR P9OJECT NAME MacKenzie Residence BLDG. PERMIT NO. 91-1396 PLAN FILE NO. CON5TR MATL (TYPE.GRADE.ETC.) Reinforced Concrete ARCHITECT Steller Designs DESIGN STRENGTH f'c 3000 psi SOURCE OR MFGR. IMarCon Products ENGINEER Kortuned & Kortuned DESCRIBE MATL. (MIX DESIGN RE-BAR GRADE & MFGR.) ASTM C150 Type II Cement GENERAL CONTRATOR Bentley Builders CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Laboratory CONCRETE INSPECTION 12-3 Inspected the placement and consolidation of 4 cubic yards of concrete, mix design # 88091 in the following locations: wine cellar, first lift. One set of 4 test cylinders taken from site wall at wine cellar, first lift. Slump test results 5 11 Concrete supplied by MarCon Products. Ticket # 056563, truck # 22. Work inspected is in accordance with the approved plans and the tJBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS NATURE OF REGI FOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& %PPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 15910 BERNARDO CENTER DRIVE SAN DIEGO, CA 92127 (619) 486-0354 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE 0 REINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS 2210 Sara Way Carlsbad NO. 91-277 JENDING FOR WEEK 12-6 19 91 OWNEJ OR PROJEC_T NAM Macicenzie ResiQence B..DG.P.R141T NO. 91-1.9b IPLAN FILE NO. C.ONSTR MATL (TYPE GRAOE.ETC.) ieinforcea Lôncrete ABCHITECT stel.Ler Designs DESIGN TRENGTH • f'c 0O0 psi SOURCE OR MFGR. IMarCon Products GIN ER oruned & Kortuned ES!.BE P4PJ. (NIX DESIN. RE-BAR GRADE & FOR.) ASTM Cibu Type ii Lement QENERA.4.. CONtRACOR entiey uiiaers CONTR. DOING REPORTED WORK LAB RECEIVING & T•ESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory CONCRETE INSPECTION 12-6 Inspected the placement and consolidation of 4 cubic yards of concrete, mix design # 88091 in the following locations: site wall at wine cellar, 2nd lift. One set of 4 test cylinders taken from site wall at wine cellar, 2nd lift. Slump test results 5". Concrete supplied by MarCon Products. Ticket # 056661, truck # 23. Work inspected is in accordance with the approved plans and the UBC. CERTIFICATION OF COMPLIANCE L I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. IGNATURE OF R GIST INSPECTOR 3rzy DATE OF REPORT REGISTER NUMBER WYMAN TESTING LABORATORIES WE 13230EveningCreekDr. Suite 218 San Diego, CA 92128 (619) 486-0354 REPORT OF COMPRESSION TESTS PROJECT ____________ MacKENZIE RESIDENCE PROJECT NO. 1-277 PROJECT ADDRESS 2210 SARA WAY, CARLSBAD CONTRACTOR BENTLEY BUILDERS ARCHITECT/ENGINEER STELAR DESIGNS / KORNTUED & KORNTUED TO BE BILLED BENTLEY BUILDERS __________________________________ BLDG. PERMIT NO. _____ CB9 11396 _ PLAN FILE NO. N/A SAMPLE DATA REPORT OF M CONCRETE 0 MORTAR 0 GROUT 0 OTHER SUPPLIER MARCON PLACEMENT DATE 12-03-91 MIX DESCRIPTION 6 SACK TICKET NUMBER 056563 MIX NUMBER 88091 TIME IN MIXER 60 MIN 511 SLUMP ____________________________________ ADMIXTURE __________________________________ N/A II TYPE CEMENT ______________________________ AIR CONTENT _______________________________ N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 SITE WALL AT WINE CELLAR, FIRST LIFT LOCATION OF PLACEMENT SPECIAL TEST INSTRUCTION OR REMARKS 3000 28 REQUIRED STRENGTH (f'c) PSI AT ______ DAYS WILLIAM COOLEY 12-05-91 SAMPLES MADE BY _____________________________ DATE RECEIVED IN LAB LABORATORY DATA LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SO INCHES POUNDS PSI 7 5 12-10-911 6 X 12 28.27 52,00 1840 28 6 12-31-9J1 6 X 12 28.27 91,00i 3220 28 7 12-31-9. 6 X 12 28.27 92,001 3250 LABORATORY DATA REMARKS DISTRIBUTION -. - REVIEWED BY: ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH DATE ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75. C617-76 WYMAN TESTING LABORATORIES 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 E (619) 486-0354 REPORT OF COMPRESSION TESTS MacKENZIE RESIDENCE 91-277 PROJECT _____________________________________________________ PROJECT NO. ______________ PROJECT ADDRESS 2210 SARA WAY, CARLSBAD f%nKlTQAnTn0 BENTLEY BUILDERS ARCHITECT/ENGINEER STELAR DESIGNS / KORNTUED & KORNTUED TO BE BILLED BENTLEY BUILDERS BLDG. PERMIT NO. CB911396 PLAN FILE NO, N/A SAMPLE DATA REPORT OF I CONCRETE 0 MORTAR 0 GROUT 0 OTHER SUPPLIER MAR CON PLACEMENT DATE 12-06-91 MIX DESCRIPTION 6 SACK TICKET NUMBER 056661 MIX NUMBER 88-091 TIME IN MIXER 50 MIN SLUMP 511 ADMIXTURE N/A TYPE CEMENT U AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT SITE WALL AT WINE CELLAR, SECOND LIFT SPECIAL TEST INSTRUCTION OR REMARKS 3000 28 REQUIRED STRENGTH (fc) PSI AT ______ DAYS WILLIAM COOLEY 12-09-91 SAMPLES MADE BY __________________________ DATE RECEIVED IN LAB LABORATORY DATA LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SO INCHES POUNDS PSI 7 9 12-13-91 6 X 12 28.27 64,00 2260 28 10 01-03-92 6 X 12 28.27 93100111 3290 28 11 01_03_912 6 X 12 28.27 96,00 3400 LABORATORY DATA REMARKS DISTRIBUTION REVIEWED BY: ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH DATE /392 ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 S. 4MaL31,99 *A C ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: 5 ( I1f JURISDICTION: Cark&2a' PLAN CHECK NO: SET: 2 PROJECT ADDRESS: 11 PROJECT NAME:Q e C9J4r IiRD I CT PLAN 1t )FILE COPY !UPS DESIGNER j The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicantcontact person. LI 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. Esgil staff did advise applicant that the plan check has ' been completed. Person contacted:b.ue. S4eIIy Date contacted:_ Telephone !ppV-. LI REMARKS: By :'_ Syed i/eeft1 L Enclosures:______________________ ESGXL CORPORATIOr( 101 EJGA EJCM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: DAPPJ.ANT JURISDICTION: '11Y OF CAiLA-p CHECKER PLAN CHECK NO: SET: []FILE COPY DUPS PROJECT ADDRESS:Z1C C`-DESIGNER PROJECT NAME:___________________________________ fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D 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. 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 checklist has been sent to: .lt)7Lè T4&I/pE, A-ye Esgil staffdid.not advise the applicant contact person that plan check has been completèd. fl.Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone # D REMARKS: By:_'5YSt kLESi1 Enclosures:___________________ ESGIL CORPORATION E1GA DCM &f&U / /J c::2p JURISDICTION: Date plans received by plan checker: /!V/ 7 PLAN CHECK NO.:q,.. t. CO Date, plan check completed: 1412- (71 By: S'Sz7 ALet -M PROJECT ADDRESS: 11/0 6Ai.,4' ttiAy TO: 8i1Thtfl-C f Au 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 Inspection 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 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 2. To facilitate checking, please identify, next to each item, the sheet of the plans upon which each 'correction on this sheet has been made and return this check sheet with the revised plans. ()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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. 'Yes No C) /2i41J$ tfrU j 7?t -ip ~ ~/C,Jz z3y L/Jcer 1 5)iA-tiiU c. / Pi 7i &-u r ,tlf t ,'1C )Ltf ,i>' ,e niJ1A-r7 c9-Js F-09- .2 E'/C, ,..J / ,j r/y 1AJ-LJ Fi~A PLA Ci J 6? F -ei 'J F S E L A-'-".D / A) Al &J /.&771 Al I/U ( ;E C-) T / AJ TO Fi2g /JG.u) Form No. PCS.41390 Date*______ Jurisdiction________________ Prepared byt Bldg. Dept. Syp VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK flO._l/-'q P - BUILDING ADDRESS 2Z! SA-ia Af-A-y APPLICANT/CONTACT U7tEY (&dJS'r PHONE NO._________________ BUILDING OCCUPANCY - . - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION /-. Al CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 'i,JC 'tc,-ia I26 -/'.° . Air Conditioning Commercial . Residential Res. or Comm. . - Fire Sorinklers —T otal Value Building Permit Fee $ $ .Io Plan Check Fee s . . COMMENTS: . SHEET OF_____ 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: Cii'' 51 PLAN CHECK NO: '?f- Th PROJECT ADDRESS: 2-7--i PROJECT NAME: 'lA I,¼J -z- E ttE,Jc6 APPLICANT UTET FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where t- necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- .cies identified are resc2ved and checked by building department staff. The plans transmitted herewith have sigxificant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. n The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 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. [1 Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted:_________________ Telephone #_______________ REMARKS: () SSCr, A1ThLt) VThJ77G-'J S,t-€-Er fri , i •z//S. t#1'7e /) rz p#J By:'9YGJ7 A1.-Tfl Enclosures: ESGIL CORPORATION LJGA DCM W. Datea_____ Jurisdiction - Prepared by Bldg. Dept. Sy€p A-t-e& VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. _1- I3(,( aEiJ) BUILDING ADDRESS 2-2-/O 5iM APPLICANT/CONTACT /2éA- MC/&'JZ/ PHONE NO.________________ BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE (,D Air Conditioninz. Commercial Residential Res. or Comm. -Fire Sprinklers Total Value 9CpIL- ( Q'_7I Plan Check Fee $ $ C Ott ME NTS SHEET OF_____ 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST 40 DATE: ITEM COMPLETE PLANCHECK NO. C P. q 1- 3 9 6m ITEM INCOMPLETE NEEDS YOUR ACTION 1 2 3 ZZO Sr ITEM SELECTED S R / "I T. D D (1V LLP PROJECT ID:I (,"7 - 0 Z EST LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent .to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns.. E E E 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance E 4. No Discretionary approvals were required. E E 5. Project complies with all Engineering Conditions of Approval for Project No._______________ Project does not comply with the following Engineering Conditions of Approval for Project No.___________________ Conditions complied with by: Date:_______ Field Review Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: C.c C H H EEE K K ELJ P:\D0CS\M1SF0RMS\FRM0010.DH Site lacks adequate public improvements Existing drainage improvements not shown or in conflict with site plan. Site is served .by overhead power lines. REV. 02/27/91 r D. Grading is required to access site, create pad or provide for ultimate street improvement. E El El E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. El El El F. Other:___________________________________________ Dedication Reauireinents El El . No dedication required. El El El 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows:__________________________ Dedication completed, Date By: Improvement Reciuirements El El 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. El El E1 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:_______ Improvement plans signed, Date: by: P:\D0CS\MISF0RMS\FRM0010.DH REV. 02/27/91 0 0 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the city Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By:____________________ 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). / 14. No grading required as determined by the information provided on the site plan. LI 1:10 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and aradina substantially com1ete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: by: Miscellaneous Permits 16. Right-of-Way Permit not required. El El El 17. Right-of-Way Permit required. A separate' Right-of-Way Permit issued by the Engineering Department is required for the following: El El 18. Sewer Permit is not required. El El El 19 • Sewer Permit is required. A sewer Permit is required• concurrent with Building Permit issuance. The fee required is noted below in the fees section. It El El 20. Industrial Waste Permit is not required. P:\DOCS\MISFORKS\FRP4001O.DH REV. 02/27/91 E E 0 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted Date: By: Fees Reauired 1 27. Park-in-Lieu Fee Quadrant: Fee per Unit:_____________ Total Fees:_____ 0 23. Traffic Impact Fee Fee Per Unit: Total Fee: 0 24. Bridge and Thorough fare Fee Fee Per Unit: Total Fee: 0 25. Public Facilities Fee required. 0 26. Facilities Management Fee Zone: Fee: 0 27. Sewer Fees Permit No. EDU's_______ Benefit Area: Fee: Sewer Lateral Required: Fee:_____ REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: DATE: P:\D0CS\MISF0RMSFRI40010.DH REV. 02/27/91 PLANNING CHECKLIST Plan Check No. b Address 22)0 cAro I y Planner Th#21.. t/c Phone 438-1161 et. 1.il 2 (Name) APN: (67-54k2.2 Type of Project and Use 6E a4 &s. ecJ re , i' Zone — A- it) Facilities Management Zone I Legend Item Complete 0. 0 Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES - NO DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 Discretionary Action Required: YES - NO APPROVAWRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit 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 Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. 1. Setbacks: / ODD Zoning: Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Required 2C' Shown 00+ Required 5'- Shown ,' Required 4"? Shown A4= Required Ør.ic I, Shown ZY Required 'YO6 Shown 4'ø Required Shown e z6-' wiL Spaces Required 4. Shown Guest Spaces Required Shown 0 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER_____ DATE PLNCK.FRM DOUGLAS E. MORAN, INC. (9(p1 J\7 January 16, 1992 Job No.: 91-73 Bentley Builders. 258 Juniper Street, B-8 Carlsbad, California 92009 Attention: Mr. Verne Bentley Subject: Wall Backfill Lot 34 of Tract 81-19 2210 Sara Way Carlsbad, California Gentlemen: Construction of a retaining wall beneath the footing of the front wall of the residential structure on the subject site is nearing completion. This wall and segments of pre-existing retaining walls adjoining it are to be waterproofed. Then subdrains are to be installed behind them. The excavation that was made to accommodate construction of the wall now being completed, waterproofing of all of the retaining walls, and installation of the subdrãins will have to be backfilled to restore permanent lateral support to adjacent ground and to restore support to segments of footings and a floor slab undermined by the excavation. This letter presents recommendations for placement of the backfill. Typically, the existing excavation is about eleven feet (111 ) deep and between two and four feet (2' to 41) wide. It has been shored, 150 SOUTH PROSPECT AVENUE TUSTIN, CALIFORNIA 92680 (714) 544-2215 FAX 544-7395 Bentley Builders -2- January 16, 1992 Job No.: 91-73 and it is understood that shoring will be maintained while waterproofing of the walls and installation of the subdrains is in progress. The shoring is to be removed as the excavation is backfilled. It is important that the waterproofing applied be protected from damage and that the subdrains installed be protected from contamination during backfilling. It also is important that workmen be protected from hazards that might exist when shoring is removed. It also is important that the backfill placed be compact and capable of resisting lateral earth pressures and structural - loads imposed without allowing potentially damaging displacements. Accordingly, it has been recommended that the excavation be backfilled with a sand/cement slurry that can be pumped in without concrete trucks having to approach the excavation and without workmen having to enter the excavation to compact the backfill. The process recommended is outlined below: Before removing shoring, protect the subdrain installed by covering it with gravel (at least 1 cubic foot per lineal foot of drain) and a sheet of filter fabric (Mirafi Polyfilter X or equivalent). Remove shoring in segments and backfill each segment immediately with low-slump, sand/cement slurry (at least 2 sacks cement per cubic yard of slurry) pumped into the excavation. 1. Cement content may be increased and bentonite may be added as necessary to facilitate pumping. However, addition of water should be limited to maintain a low- slump consistency and prevent water bleeding into the subdrain. DOUGLAS E. MORAN, INC. TUSTIN, CALIFORNIA Bentley Builders -3- January 16, 1992 Job No.:. 91-73 Fill excavation to within 5 feet of adjacent grade before removing next segment of shoring and proceeding. Terminate sand/cement slurry fill below level of footings that remain unsupported. C. Inject a more fluid .grout to fill the underfloor portion of the excavation and restore support to the • floor slab and footings undermined by the excavation. Grout should consist of concrete sand, cement (7 sacks per cubic yard), and fly-ash (250 pounds per cubic yard). Grout should be pumped to a point near the middle of the floor slab, from both sides of the unsupported portion. Pressure should be monitored carefully •as grout is being pumped. If grout pressure rises (with respect to the pressure necessary to overcome line friction), by more than about 2 p.s.i., injection points should be withdrawn to the extent necessary to prevent further increase in pressure and lifting of the floor slab. C. Grouting may be terminated after increases in pressure have forced injection points to be withdrawn to the locations of the footings and grout is being extruded from beneath the footings. DOUGLAS E. MORAN, INC. TUSTIN, CALIFORNIA Bentley Builders -4- January 16, 1992 Job No.: 91-73 d. The rest of the excavation (outside of the structure) may be filled with compacted soil or with a combination of sand/cement slurry (to footing depth) and compacted soil. If the existing excavation is to be backfilled in the manner recommended (as described above), soil engineering inspection and testing of the backfill are not considered necessary by this office. If there are any questions regarding the recommendations made here, please call. - ESSi0 Very truly yours, IAP IC. CZ J0.'3: :1 L Engineering Geologist No. 17 Geotechnical Engineer No. 618 License expires 9-30-93 DOUGLAS E. MORAN, INC. TUSTIN, CALIFORNIA