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Home My WebLink About2460 LA COSTA AVE; ; CB980406; PermitB U I L D [ N G P E R M I T Perm1t No: C.B~8D4!lt- Pro-jert No: A96Ci0:dl Develvp!T'ent N0: 'l 4 / 2 7 I 9 8 1 • l : 2 "> Pacte 1 ~)f 1 :ob Address: 24o0 LA C'USTA AV f'ermit .,..,ype: GUNI1E POOLS AND SPAS Parcel No: 216-lo0-16-00 Valuation: 13,560 Suite: Lot#: Construction Type: Ocrupancy Gt·oup: Reference#: Status: NE.IN ISSUED U2/11/98 04/27/98 RMA Description: 4~0 SF POOL & SPA App.1./0wnr : MlSSION POOLS 755 W GRAND AV ESCONDIDO CA *** Fees Required Fees: Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee Enter "Y" for Elect Enter "Y" for Plumb * BUILDING TOTAL *** 92025 7b0 Applied: Apr/Issue: En tere<l By : 743-2605 .00 99.00 154.00 *** r.;-3t04121M1>0See D~tn -------r;=~.t-_Q;_ IS4-0"l 153.00 99.00 1.UO 2 a. t)O 27,UG 253.00 PROVAL INSP.__,_~.._DATE )(-{(:'.," 7? CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 v''/ °' (7'+l!:, PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONLY Business Name (at this address) Unit No. Phase No. Total # of units #of Stories # of Bathrooms Name Address City State/Zip Telephone# Fax# m;m;~---fi!1iHB!--~~:111&-~l~~iii~iti-g;11)il~i.R~r;;:HD!MlliiilfRW!'.l4'ii'.t;!;[;;;;:iirn[E~, { j~~;r:1~~~11t_:;t1~g~li~;u:iii~~t (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exam tion. Any violation f Se I n 7031.5 by any applicant for subjects the a licant 2:°sivil enalty of ot mor than f've hundred dollars~OOI). Designer Name Address City State/Zip Telephone State license # _________ _ -•:1;;;~----~------~DIIN!~!!;;!~r:~~'.~:~:n ,:!:';;,::.;.:,·: ~;;;;1)'. ....... :---;: ··, · · "•••" ,., .. ---•. ,, ... , , · .i:Ht~iii~li;C~!'.5~ti!i!1~,:,E~Hij~lliji~;!Eii;~;:;:i;~s;G;i2~~!i'::~;:'.:_~~-:.1,{~;r;.: ~:,!: ,,::: ~i~r;:;;': Workers' Compensation Oeolaration: I hereby affirm under penalty of perjury one of the following declarations: 0 l have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is ~ed. My worker's compensat~rance carrier and policy number are: . ,..., )\ ?\GA . . Q Insurance Company Zeo I~ Polley No2./)t./~ 1a l)(..J~ Exp1rat1on Oate __ tf+_-_'1.L~~-- ITHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to se re workers' compensation coverage Is unlawful, and shall subject an employer to criminal penaltles and clvll fines up to one hundred thousand dollarir@10 , O In a lti to h cost of compensation, damages as provided for in Section 3706 of the La r codl~jljl'fll"t and attorney's fees. SIGNATURE V DATE / l) I hereby affirm that I am exempt License Law for the following reason: D 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). 0 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 1 am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone number/ contractors license number): ________________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): __________________________________________________________ _ 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? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 D YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT . .-.~,:iillll-11 I hereby affirm that 'rJ' LENDER'S NAME I~;;; lenclng IQtiflCY for th• performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" 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 3 5 days from the date of such permit or if the building or work authorized by such ermit is suspended or abandoned at any time after I commen ed for a eriod of 180 days {Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance . • PERMIT# CB980406 DESCRIPTION: 480 SF POOL & SPA TYPE: POOL CITY OF CARLSBAD INSPECTION REQUEST FOR 08/11/98 STE: INSPECTOR AREA PS PLANCK# CB980406 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 2460 APPLICANT: MISSION CONTRACTOR: LA COSTA AV POOLS PHONE: 760 743-2605 PHONE: OWNER: PHONE: ~ REMARKS: C/7430-2605 SPECIAL INSTRUCT: INSPECTOR __ S?_, ________ _ TOTAL TIME: --RELATED PERMITS-- CD 59 LVL DESCRIPTION SW Final Pool PERMIT# GR980007 CB981711 TYPE GRADING RETAIN STATUS ISSUED ISSUED &COMMENTS ------------------ ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS 080698 Fence/Pre-Plaster CA PS DONE ON WED 8-5-98 080598 Fence/Pre-Plaster AP PS 061298 Gas/Test/Repairs AP PS 061298 Electric/Conduit/Wiring AP PS 052998 Excav/Steel/Bonding/Fence AP PS 052998 Underground Plumbing AP PS 052898 Excav/Steel/Bonding/Fence co PS 052698 Excav/Steel/Bonding/Fence co PS NO FENCE 052298 Excav/Steel/Bonding/Fence CA PS BY CONTRACTOR ' f.l-??P rtJ >J<jl1 rfClhr' /r I/:-? i-1711 1!; [or!,, ;c Wirt l--~r l •1 /nfonnation • .ToBuildOn Engineering • Consumng • 'lllstlng REPORT OF CONCRETE CORE COMPRESSION TESTS TESTED FOR: DATE: MR. JACK TONE MISSION POOLS 755 WEST GRAND ESCONDIDO, CA 92025 June 22, 1998 (ASTM C--12) PROJECT: RESIDENCE -CARNEY 2460 LA COSTA AVENUE REVISION #1 OUR REPORT NO.: 059-80080-3 TESTRESULTS: Location: Pad south end Date: 6/8/98 PSI Lab # 17223 Palomar Transit Mix# 444005 As requested cores were taken from the above referenc ed project for compressive strength testing The test results are as follows· CORE IDENTIFICATION Length of Specimen Before Capping Length of Specimen After Capping Core Diameter (in) Length to Diameter Correction Factor Age of Specimen (days) Direction of Load with Respect to Horizontal Plane of Concrete Placed Moisture Condition at Testing Nominal Maximum Size of Aggregate (in) Maximum Load (lbs) Cross-Sectional Area of Core (in f Compressive Strength (psi) Type of Fracture Defects (Specimen or Cap) TECHNICIAN, LOCATION: Chris Davis A B C Tested 6/17/98 Test 7/6/98 Test 7/6/98 A 8.70 5.40 2.70 1.00 7 Perpendicular Dry 16600 5.73 2900 Shear No REMARKS: 1/2 hour coring time in lab cc: CITY OF CARLSBAD B C 8.71 8.70 5.40 5.40 2.70 2.70 1.00 1.00 28 28 Perpendicular Perpendicular Dry Dry 30500 28600 5.73 5. 73 5320 4990 Cone Cone No THESE TEST RESULTS APPl Y ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF OTHER CONCRETE AT THE SITE. REPORTS MAY NOT BE REPROOUCED, EXCEPT IN FULL, WITHOUT 'NR1TTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-30 F Respectfully Submitted, Protea Serv'.JJ'lndustries, Inc. ~-~~ DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page...Lof..1.. INSPECTION REPORT CLIENT /Z2tsstm< Pools Architect _________________ _ Engineer_,,C_.,,l,._k:a..l(Lf,;.'-"'.,_t'"-'h'--'-""='<:=-.1.IJ.1.c1.='='='"~""'"•.,),_ ____ _ Contracto[ _ _L./11.::....,_.1./ ... -.::.:":<a•tuP'1:'.'.':::==--<)9_,,a'-'d>"'-")s2-_____ _ INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- ~oncrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician Other h;J -- __ Batch Plant =OthArrt-. • -- Bolt Pull-Out Other REMARKS PROJECT (Name)62,~.,,.J~.,..l-l"--v (/2,,,.,, (Addres~)J -'It. 0 J.., C 0:f4 /iv, REPORT NO. 059 ~ l5 0080 -,:2_. Building Permit No. 9 <(-J./OI.. Plan File No, ______________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar 1 __ Plan & Specs __ Rini.: W.W.F. ,_ _ Clearances __ Rinf.: Tendons -._ Positions ~k __ Cone.: Mix #/psi C/4s V __ Cone.: Mix #/psi "9-Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batchinn _ Units: Block Electrode Storage __ Units: Brick Torque Applied __ Steel __ H.S. Bolts _ Metat Decking _ Electrodes __ Fireproofing __ Other Corrective action required __ Corrections completed k-9-'ti'' Pro.,< cf ~l S),?112< i GQ__ k $)<1<2<" lzlf& c&• r<Af.. V1 b Cl£ 1"1,o,.,; f , CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME __:,d.__~~!S,le!!J::t.._!o:_,, ,;..,_~J==-~U?~!.<'!.1'.E.ICj.,,__ (Print Clearly) INSPECTOR SIGNATURE-~l~\~-~e~JJ~'A-1'::!,_J!b~@~~•.!=."~" PSl·B-900• 170(2) CERT. NO._+y':ee_._...,_ ___________ _ DATE ' -'¥-f:q CLIENT DATE Architect_~if-1--' .,_L"--'--1 .t.:hui,-"-'ts;i._.,".,'-"t"-J _______ _ t Engineer __________________ _ Contractor /1115 (JQIJ /1J/J / INSPECTION MAT'LSAMPLING QTY _OSHPD L Concrete Cylinders ..a _OSA __ Cement __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- £concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reint. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- Bolt Pull-Out Other REMARKS 1nwd:. Page_1_ofL PROJECT (Name) /4nr27,,t?s: . (Address) .246() kt t;;:S/1,- r:;C-t ~, /4-$ REPORT NO /)~ -8aJ8b -I Building Permit No. _,_i/;_,_fj:.<_:-=,®'-'-''-'62-______ _ Plan File No ________________ _ Govt. Contract No.-------------- OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCAIPTIO~ INSPECTION ~'SZ L Rinf.: Rebar }16l~G b ..K.-Plan & Specs _ Rmf.: W.W.F. 7 Clearances _ Rinf.: Tendons Positions X Cone.: Mix #/psi ..L Sizes L Cone.: Mix #/psi 7..1 <,'1'.) ~ ~, ~ Laps _ Cone.: Mix #/psi t J Future Continuity #/psi _ Grout: Mix #/psi ~ Consolidation lltt:'£ ./,4,,e( & I _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking __ Electrodes _ Fireproofing _ Other _ Corrective action required __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. ~ CERT. No 5JJ, 4 lz 1o --z?t'D fit 22.< INSPECTOR SIGNATURE DATE___,z~__,--,_f:-"-_-~f-==f!J'-------- PSl·B-900·170(2) l •J Information • .ToBuildOn Engineering • Consulting • Testing TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. JACK TONE PROJECT: RESIDENCE -CARNEY MISSION POOLS 2460 LA COSTA AVENUE 755 WEST GRAND ESCONDIDO, CA 92025 June 25, 1998 REVISION #1 OUR REPORT NO.: 059-80080-4 LOCATIONOFPLACEMENT GRADE BEAMS (2) RUNNING EAST-WEST AT POOL INVERT E/SHELL DATE PLACED TIME June 05, 1998 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 828067 SLUMP, IN. 3 1/2 AIR CONTENT, % CEMENT WATER 444005 7.1 SACK AIR TEMPERATURE. 'F CONCRETE TEMPERATURE. 'F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 79 June OB, 1998 PSI\TOM JACKSON PALOMAR TRANSIT MIX FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOIE:. AP£Llct.BLE ASTM ST ANDAADS.UNLESS OTHE.RWISE.JNOICATED: SLUMP: CHHOa.AlflCON.1ENT;_C2J t,!11 b;_T.EMeEAAIURE: C 106-(:._8Jl(93): CAf'..EJNG;_ Cl 231-93 ------------___ _ LABORATORY ------·-- ------ SPECIMEN TEST DATE OF COMPRESSION TEST RESULTS ASTM C39-94 CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH -1 .......... J TOTAL IDENTIFICATIONi AGE NUMBER ___ OR SET NO'. ____ ! (O~~~ TEST {LBS.) (IN.) (SQ. IN.) 5::~----Co::E OFBREAK -----------,-------------- 17280 17280 17280 SPECIFICATIONS REMARKS: A 7 06/12/98 B 28 07/03/98 C 28 07/03/98 I i 28 I X Cylinders made by PSI representative Cylinders made by Architect's or Contractors representative 144000 6.00 28.27 140000 6.00 28.27 4950 Cone 144000 6.00 28.27 5090 Cone -----~-_3_250 I Cylinders picked up by PSI X representative Cylinders delivered lo PSI laboratory. X Test results comply with apphcable specifications. Test results do n_ol comply with applicable spec1f1cat1ons ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. ~ I _J CON F~R1MS,tted, ,/1 ' 1 rofes~i:1·n'!J S ice h~;}.!J;tries, Inc. oJavz.,.,11'· , F ~,__,_ TECHNICIAN: TOM JACKSON cc: CITY OF CARLSBAD DAVID . YAN, R# THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICAT!VE OF THE ENTIRE CONCRETE PLACEMENT REPORTS MAY NOT BE REPRODUCED. EXCEPT 1N FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. lNC, DIS TRI CT MANAGER PSI A-200-4 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •/ Information • .ToBuildOn Engineering • Consulting • Testing TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. JACK TONE MISSION POOLS 755 WEST GRAND ESCONDIDO, CA 92025 June 25, 1998 PROJECT: RESIDENCE -CARNEY 2460 LA COSTA AVENUE OUR REPORT NO.: 059-80080-4 LOCATIONOFPLACEMENT GRADE BEAMS (2) RUNNING EAST-WEST AT POOL INVERT E/SHELL ------------- DATE PLACED TIME June 05, 1998 SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 828067 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, 'F CONCRETE TEMPERATURE, 'F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 3 1/2 79 June 08, 1998 PSI\TOM JACKSON PALOMAR TRANSIT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 444005 7.1 SACK N~P1.ICABL.E ASTM.ST ~NOARDS.UNLESS _OTHERWISE INOICATEO; SLUMP;_ C H3:90a: AIR CONJ ENT; .C23.H1 b: TEMPERA TU8E;_C100H6(93); CAP_eJNO;_CJ 23_1-93_ __ ---------------·. I SPECIMEN ' LABORATORY IDENTIFICATION' NUMBER OR SET NO. 17280 A 17280 B 17280 C I ' J SPECIFICATIONS COMPRESSION TEST RESULTS ASTM C39-94 TE~; i---TOTAL CYLINDER AGE DATE OF LOAD DIAMETER ~~!'YS) TEST (LBS.) (IN.) -------------- 7 06/12/98 144000 6.00 28 07/03/98 28 07/03/98 28 REMARKS: X Cylinders made by PSI representative Cylinders picked up by PSI X representative Cylinders made by Architect's or Contractor's representative Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TIPE OF BREAK 28.27 5090 Cone 3250 I Test results comply with applicable specifications. Test results do n_ot comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: TOM JACKSON cc: CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT 'A'RITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. yJ1n DAVIDkk DISTRICT ~:CE Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 1 •"11~ •l lnfonnation ~~• .To Build On Engineering • Consulting • 'll!stlng REPORT OF CONCRETE CORE COMPRESSION TESTS TESTED FOR: MR. JACK TONE MISSION POOLS 755 WEST GRAND ESCONDIDO, CA 92025 (ASTM C-42) PROJECT: RESIDENCE -CARNEY 2460 LA COSTA AVENUE_ DATE: June 22, 1998 OUR REPORT NO.: 059-80080-3 ====--===== TEST RESULTS: Location: Pad south end Date: 6/8/98 PSI Lab # 17223 Palomar Transit Mix# 444005 As requested, cores were taken from the above referenc ed project for compressive strength testing. The test results are as follows: CORE IDENTIFICATION Length of Specimen Before Capping Length of Specimen After Capping Core Diameter (in) Length to Diameter Correction Factor Age of Specimen (days) uirection of Load with Respect to Horizontal Plane of Concrete Placed Moisture Condition at Testing Nominal Maximum Size of Aggregate (in) Maximum Load (lbs) Cross-Sectional Area of d£ (in j Compressive Strength (psi) Type of Fracture Defects (Specimen or Cap) TECHNICIAN: Chris Davis LOCATION: A B C Tested 6/17/98 Test 7/6/98 Test 7/6/98 A 8.70 5.40 2.70 1.00 7 Perpendicular Dry 16600 5.73 2900 Shear No REMARKS: 1/2 hour coring time in lab cc: CITY OF CARLSBAD B C THESE TEST RESULTS APPl Y ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF OTHER CONCRETE AT THE SITE. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-30 F Respectfully Submitted, c;:YJ.eNice ln_s_t_,i_e_s,_lnc. DAVID J. ~, CE DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I City of Carlsbad ■3,1· II ,14411,1·1•24·61 I I, ,14,1 I BUILDING PLANCHECK CHECKLIST POOLS BUILDING PLANCHECK NUMBER: CB9 80 1-o?, BUILDING ADDRESS: d-..40D 1[tL {A;_;t;,--6 (2.,u._f__ __ PROJECT DESCRIPTION: Pool -~------------ ASSESSOR'S PARCEL NUMBER: d.. /{, -/ &o·-/b ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore, any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result i e ion of permit to build. By: e==:5~.J--:=-'-Date: L(/2.7/f ~ ATTACHMENTS □ Grading Permit Application □ Grading Permit Checklist · □ Right-of-Way Permit Application □ Right-of-Way Permit Submittal Checklist and Information Sheet DENIAL ched report of deficiencies Make necessary corrections to plans or pee cations for compliance with applicable odes and standards. Submit corrected plans and/or specifications to this office for review. tt:= By: V By: -------- Date:j/2_/q"j; Date: 1/,# 7/9,f Date: ENGINEERING DEPT. CONTACT PERSON NAME: MICHELE MASTERSON City of Carlsbad ADDRESS: 2075 Las Palmas Drive Carlsbad, CA 92009 PHONE: (619) 438-1161, ext. 4315 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 □ /□ □ ,Ir □ □ □ □ □ □ □ □ BUILDING PLANCHECK CHECKLIST -POOLS SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: /~ North Arrow ~ Property Lines .:Al. Existing & Proposed Structures ,._,,o. Easements 2. Show on site plan: /4. /B. C. Drainage Patterns Existing & Proposed Slopes Existing Topography /":) Indicate what will happen with LY soil excavated from pool area E. Retaining Walls (location and height) Note: If excavated soil Is not to be removed from property but regraded on sltel show proposed elevations and slopes. If any portion of retaining walls are over 4' in height, a separate permit is required. Retaining Wall Permit CB Applied for Approved 3. Include on title sheet: A. Site Address B. Assessor's Parcel Number C. Legal Description D. Grading Quantities Cut Fill lmporVExport 4. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: ________ Date: GRADING PERMIT REQUIREMENTS The conditions that invoke the need for grading permit are found in Section 11.06.030 of the Municipal code. 5a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill, import, export). 5b. 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 Bulldlng Permit Page 1 of2 O:\LIBRARY\ENG\WORO\OOCS\CHKLST\Pool IMldng ~ Ckht CHK24 f-Mill.doll ...,_.,,,,,. 1ST✓ zND✓ 3RD✓ 0 0 0 Sc. A Grading Permit has been applied for: PE2 DWG Grading Inspector sign off by: Date: 0 0 0 5d. No Grading Permit required. MISCELLANEOUS PERMITS 0 0 0 6. A RIGHT-OF-WAY PERMIT is required to do work in City Right0 of-Way and/or private work adjacent tot he public Right-of-Way. A separate Right-of-Way 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. Right-of-Way Permit and Pool Building Permit will be issued simultaneously. 0 0 7. Remarks Page 2 of2 .,, .... PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check~~-CB CJF}/) L/0/, Address ;Jlf ft? 1/t @It ;Jt;{ Planner 'f<U PPf $Jby . Phone (619) 438-1161 , extension Y.f,;Jf APN: ~If 2(J.-/k;/fo Type of Project and Use: 5Fl -/)/)II/ Zoning: ~-\-(l) General Plan{ f411 Project Density: · -I- Facilities Management Zone: ...... b..._ __ CFO lin/nntl # ___ Date of participation: Remaining net dev acres: Circle One ------- iFor non-residential development: Type of land used created by this permit: ____________________ ) Legend: ~ Item Complete (QJ Item Incomplete -Needs your action D D D Environmental Review Required: YES NO TYPE ---- DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: D D D Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: _______________________ _ D D D Coastal Zone Assessment/Compliance ·., . ' Project site located in Coastal Zone? YES __ NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or !;xempt): Coastal Permit Determination Form already completed? YES NO_ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as 0 Exempt• or •coastal Permit Required# (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. , ... ""t.,. □□□ lnclusionary Housing Fee required: YES NO (Effective date of lneluaionary Housing Ordinance • May 21, 1993.J -- Data Entry Completed? YES NO (Enter CB#; UACT; NEXT12: Construct housing Y/N; En~ Amount (See fee schedule for amount); Return) Site Plan: D D D 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. D D D 2. Provide legal description of property and assessor's parcel number. Zoning: D D D 1. Setbacks: Front: : . Required _______ Shown ______ _ Interior Side: , Street Side: Required Shown ______ _ Required Shown ______ _ Rear: Required Shown ------- D D D 2. Accessory structure setbacks: Front: Required ______ _ Shown -------Interior Side: Required ______ _ Shown -------Street Side: Required _____ _ Shown -------Rear: Required _____ _ Shown -------Structure separation: Required ______ _ Shown ------- D D D 3. Lot Coverage: Required ______ _ Shown ------- 0 0 0 4. Height: Required ____ _ Shown ------- D D D 5. Parking: Spaces Required ______ Shown ______ _ ~□ Guest Spaces Required ______ Shown ______ _ Additional Comments-4:,-(J),'-_TucJ __ efk~V}""'W<...:.eA...;__:........:::~...;___s...:.fz.µ.;;;.e.=;..S;._...:'..:.)t;_.,::;€;..l;. ~.;:;:;..;..S;:aa2.>a::;__ ,2-f '{.0/v 15 &0 T A:f/P1V0 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATELf/~7f/