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Home My WebLink About1584 MARTINGALE CT; ; CB981876; PermitCity of Carlsbad 03/22/1999 Building Permit Permit No:CB981876 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: Building Inspection Request Line (760) 438-3101 1584 MARTINGALE CT CBAD SFD Sub Type: 2150723000 Lot#: $298,599.00 Construction Type: Reference #: 45 VN CT93-09 Status: Applied: Entered By: Appr/lssued: MODEL,PLAN 3,3447 SF+639 GAR Inspect Area: OCEAN BLUFF,CATELLUS RES GROUP W/104SF DECK Owner: CATELLUS RESIDENTIAL GROUP OCEAN BLUFF PARTNERSHIP 5 PARK PLAZA STE 400 92614 619-438-8950 '. ISSUED 03/03/1998 RMA 10/21/1998 PD Total Fees: $17,112.20 "Total Payments To Date: $17,069.83 8al11nce Due: $42.36 Description Fee -------------------------------------------------------------~----------------- BLDG PLAN CHECK 788.43 BUILDING PMTS Enter Additional Reclaim PARK NE QD PUBLIC FACILITIE R 1 TIME SP TX STRNG MOTION TRAFFIC IMPACT FINAL APPROVAL Date: 1_. ).,t ·cJo 1,317.58 2,400.00 1,575.00 5,434.50 4,698.83 29.86 550.00 Clearance: ______ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES 1T APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 City of Carlsbad Bldg Inspection Request For: 9/25/2000 Permit# CB981876 Inspector Assignment: PD --- Title: MODEL,PLAN 3,3447 SF+639 GAR Description: OCEAN BLUFF,CATELLUS RES GROUP W/104SF DECK Type:SFD Sub Type: Job Address: 1584 MARTINGALE CT Suite: Lot 45 Location: APPLICANT CATELLUS RESIDENTIAL GROUP Owner: CATELLUS RESIDENTIAL GROUP INC Remarks: Total Time: CD Description 19 29 Final Structural Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs lns11ection Histo[ll Date Description 9/15/2000 89 Final Combo 3/2/1999 89 Final Combo 2/25/1999 89 Final Combo 2/22/1999 39 Final Electrical 2/19/1999 39 Final Electrical 2/17/1999 31 Underground/Conduit-Wiring 1/12/1999 18 Exterior Lath/Drywall 1/12/1999 23 Gas/Test/Repairs 1/11/1999 17 Interior Lath/Drywall 1/11/1999 18 Exterior Lath/Drywall 1/11/1999 23 Gas/Test/Repairs Act Comments Act lnsp Comments CA JL BY STEVE PA PD MODEL USE co PD AP PD NS PD AP PD AP PD AP PD AP PD AP PD NR PD Phone: 7604381731 lnspecto&;_ Requested By: STEVE Entered By: ROBIN 1/7/1999 17 Interior Lath/Drywall PA PD 1 ST LA YER GARAGE 1/6/1999 16 Insulation AP PD 1/4/1999 16 Insulation WC PD 1/4/1999 84 Rough Combo AP PD 12/31/1998 84 Rough Combo co PD City of Carlsbad Inspection Request For: 2/19/99 Permit# CB981876 Inspector Assignment: PD --- Title: MODEL,PLAN 3,3447 SF+639 GAR Description: OCEAN BLUFF,CATELLUS RES GROUP Type:SFD Sub Type: Job Address: 1584 MARTINGALE CT Suite: Lot 45 Location: 11.PPLICANT: CATELLUS RESIDENTIAL GROUP Owner: Remarks: PM PLEASE Total Time: Phone: 7604388095 lnspectorg_ Requested By: KEITH CD Description Entered By: CHRIS., T~INE Act Comments • a %'. (# 39 Final Electrical )LJ_ 2-11-~1 ~ '6)R ~ Inspection History Date Description Act lnsp Comments 2/17/99 31 Underground/Conduit-Wiring AP PD 1/12/99 18 Exterior Lath/Drywall AP PD 1/12/99 23 GasfT est/Repairs AP PD 1/11/99 17 Interior Lath/Drywall AP PD 1/11/99 18 Exterior Lath/Drywall AP PD 1/11/99 23 GasfT est'Repairs NR PD 1/7/99 17 Interior Lath/Drywall PA PD 1 ST LA YER GARAGE 1/6/99 16 Insulation AP PD 1/4/99 16 Insulation WC PD 1/4/99 84 Rough Combo AP PD 12/31/98 84 Rough Combo co PD 12/23/98 13 Shear Panels/HD's NR PD 12/23/98 84 Rough Combo NR PD 12/22/98 84 Rough Combo NS PD 12/21/98 84 Rough Combo NR PD NOT WRAPPED 12/14/98 13 Shear Panels/HD's AP PD 12/7/98 13 Shear Panels/HD's NR PD 12/4/98 13 Shear Panels/HO'S NS PD 11/30/98 13 Shear Panels/HD's NR PD 11/30/98 22 Sewer/Water Service AP PD SEWER 11/25/98 22 Sewer/Water Service NR PD 11/24/98 13 Shear Panels/HD's co PD 11/24/98 15 Roof/Reroof AP PD January 06, 1999 Catellus 5 Park Plaza, Suite 400 Irvine, California 92614 Attention: Robert Bradford w CHRISTIAN WHEELER ENGINEERING Project# 198.090 Report# 1 Subject: Apparent Low Strength Concrete, Cantamar (Oceanbluff) Models, Carlsbad, California. Dear Robert: In accordance with your request, we have sampled and tested concrete placed in the three models at the subject project. It was noted that one of the strength tests (0015) was just below the required 28-day compressive strength of 2500 psi. The Uniform Building Code (UBC) provides the criteria for testing and accepting concrete in section 1905.6, "Evaluation and Acceptance of Concrete". This section states that the strength level of the concrete shall be considered satisfactory if both of the following requirements are mer: 1. Every arithmetic average of any three consecutive strength test (average of t\Vo tests at 28 days) equals or exceeds fc. 2. No individual strength test falls below fc by more than 500 psi. The strength test results for the models are 2430, 2730 and 2875 with a three set average of 2678 psi. Based upon the UBC acceptance criteria, this concrete is acceptable without further evaluation. We recommend, however, that all test results be reported to the design engineer for their review. If you have any questions after reviewing this report, please feel free to contact me at 619-496-9760. Respectfully submitted, t-..Jichael B. \Xlheeler Principal Engineer 4925 Mercury Street ♦ San Diego, CA 92111-+ 619-496-9760 + FAX 6J<J-/496-97°5B • w CHR.ISTIAN WHEELER. ENGlNEElllNC CO ~[PRESS I VE STRENGTH TEST RESULTS Job Name: Ocean Bluff Job#: 198.090 Job Address: North End of Black Rail Court, Carlsbad Permit#: 981876 Plan File#: Contractor: Catellus Architect: JBZ Subcontractor: Engineer: Specialty Steel Test Location: Pad 45 at North side of Slab Supplier: Nels on & Sloan Req. Strength: 2500 psi Mix#: 515 Date Sampled: 11-5-98 Admixture(s): Date Received: 11-6-98 Truck#: 360 Ticket#: 742862 Sampled by: SL Mix Temp: 77° Air Temp: Tested by: PC! Slump: 41/2" %Air: Sample Type: Concrete, 6" x 12" Min in Mixer: 85 Unit Wt: Sample# Date Tested Age (days) Area (sq. inches) Maximum Load Comp. Strength Failure Type (lbs) (psi) 0014 11-16-98 11 28.27 50,000 1,770 0015 12-3-98 28 28.27 66,500 2,350 0016 12-3-98 28 28.27 71,000 2,510 >----- The samphng, handling, curing and compressive strength testing were performed by Christian Wheeler Engineering in accordance with the apphcable ASTM standards. No other warranties express or implied. Distribution: (2) Catcllus (1) City of Cadsbad Reviewed by: Michael B. Wheeler, RCE #45358 4925 !\lercury Street-+ San Diego, C1\ 92111 ➔• 619-496-9760-+ FAX 619-496-9758 PLANNING ENGINEERING SURVEYING IRVINE LAS VEGAS RIVERSIDE SAN DIEGO DAVE HAMMAR JACK HILL LEX WILLIMAN 10179 Huennekens St. Suite 200 San Diego, CA 92121 (619) 558-4500 PH (619)558-1414FX www.hunsaker.com 1nfo@HunsakerSD.com HUNSAKER &ASSOCIATES S A N D I E G 0, I N C. November 2, 1998 City of Carlsbad Engineering Department 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Attn: Joe Federico Senior Grading Inspector Subject: Civil Engineer's Certification of Building Forms Project: Title: Tract: Building Form Certification for Oceanbluff 93-09 Lots: 45, 46 and 47 I certify the building foundation forms which are in substantial conformance with the precise grading plans as to horizontal and vertical location. Hunsaker & Associates San Diego, Inc. Daniel P. Smith Field Supervisor L.S. 6854 DS:kd mswordlk:1195311998\a86.doc WO 1953-3 ., a CIIYDI Carlsbad m Flnal Buildlng Inspection RECEIVED FEB 251999 Dept: Buildin Plan Check #: Planning CMWD St Lite Fire CITY OF CARLSBAD :NGINEFRIN EPARTM~NT Permit#: Project Name: Address: CB981876 MODEL.PLAN 3,3447 SF+639 GAR OCEAN BLUFF,CATELLUS RES GROUP 1584 MARTINGALE CT Contact Person: KEITH Phone: 7604388095 Sewer Dist: CA Water Dist: CA Date: 2/25/99 Permit Type: SFD Sub Type: Lot: 45 •• I I I I I I I I I I I I I I tell I II I I I I I I I I I I It I I Ill I I II I 111 I I Ill■■ I 11111 I II I I I I I I I I I I I I l l I II I I I If I It■■ I II t II I I t t t I I I. I I I Ill I I I I■ I I I I I I I I I I I■ I■■■ I I ll I I II I I■ I fl I I ll I I I Inspected Date z.L2..~ By: D~ Inspected: Approved: Disapproved:~ Inspected 3S Date 3/01 Approved, ~;sapprovedc __ By: Inspected: Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: ______________________________ _ CIIY of Carlsbad ~ -~ Final Building lnspecuon .. ..,,.. . Dept: Building Engineering Planning CMW Plan Check #: Penni!#: CA9~ Project Name: Goo N 3,344 7 SF+639 GAR OCEAN BLUFF,CATELLUS RES GROUP Address: 1584 MARTINGALE CT Contact Person: KEITH Phone: 7604388095 Sewer Dist: CA Water Dist: CA Date: 2/25/99 Penni! Type: SFD Sub Type: Lot: 45 ·;~~~~~~~~·······································~~;:·············"·············································;a:;__··~ By: Uf1----Inspected: Z /?l/7 Approved: V Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: ______________________________ _ ~~~g~~ a SAN DEGO, ~uFdRNIA 92121·2974 a TEL 16191 S58·6~~~1~~:.::! • FOUNDATION OBSERVATION REPORT · 1 • • ',\ · PROJECT NAME : 0C(ltrl /Jiu# LOCATION : (;,rJJ IMJ7 t'lf, '-4r.r· v.r '-Jt. FOUNDATION LOCATION (if not entire buil1ding) , -, PLAN FILE NO. -. PERMIT NOS : ur 'If' -"JtJ~-.,1, i.or 1./1, -94/ 1]1 FOUNDATION TYPE : - 0 CONVENTIONAL . t..., 'l':f -11 I ?J l K POST-TENSIONED . • PURPOSE OF OBSER.VA TION 'ii Verify soil conditions exposed are sirTtlar lo those anticipafed '-I~ PROJECT NO. S'9.JS--1). -11/, DATE:• 11-..J-'I/ □ ADDITIONAL OBSERVATION REQUIRED tl1J: SUBSTANTIAL CONFORMANCE !lf' Verify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report pr. Verify footings -have been extended · to an appropriate bearin.9 strata , , . , D Other ------------------------------------- 1 . • APPLICABLE S01L REPORT: TITLE -I,d-t1~,:.,, ,,~,,,, T oF n'-Aw/ ~,.sewmJ ..kM,U,.J /)~Y•,:_1 .£~ b-H,WJ ~tl"t,I t h,ff: Lari "IS"-So d: ?f,-rf' C, ttb...U Cd , DATE--/IJ ,r: ... 'lf >, , , , . • SOIL REPORT ~OMMel>ATIONS BASED ON: 'I& Expansion Condition ~ VERY LOW . D LOW □ MEDIUM □ HIGH O VERY HIGH -l'iS Fill Geometry' JtH ,e.,r -UT} D Other: -----,------,-------------=----'------------'------- • M!NIMUM FOlN>ARON RECOMM&eATIONS : ,4// 1'4-T :£, : ;)o ,,,~,~ '1lf ,.J Fov.., 'to 8•*•,oi Footing Depth _:•··□ 12 Inches D 18 Inches D 24 Inches OTHER _..c:..•-=---'"'-~=..!t-=;,..,c:.:~~-------- , ,-, ', -Footing Reinforcem~n{ O -N-o.4 T&B· .. c:t2:No:4·T&B LI ·2~No.ST&B J(Post-Tensio~ed OTHeR ~------ Interior Slab R~inforcement : D 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches ~ Post-Tensioned un _ L Slab Bedding l'Aaterial and Thickness : -----L-#---------Vapor Barrier : ,'v,vvJ /Ht111, "'' ',J Foundation Wiath : ..,l...,..,.,__---"-'l')'l~• ..:....a..•--------------------------- • OBSERVATIONS : ~ Substantial conformance with Soil Reports (see "Purpose of Observation") D Substantial conformance with Foundation Plans. Identify: ------------------- □ Other ··• ---------~-~----------------------------I >f f' •. . 'tic NOTE: IT IS ASSUMED THAT AU FOOTING EXCAVATIONS Will BE a EANED Of LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT Tl-t: SOIL MOISTURE CONTENT Wll BE MAINTAINED · --. --- I I FIELD'COPIES TO . ,, GEOCON REPRES&ffATIVE ,, ' -, ~ ""> ~S~~VERSE SIDE FOR INSTRU TIONS) DEVELOPMENT SERVICES DEPARTMENT• CITY OF SAN DIEGO FIELD INSPECTION SERVICES OFFICE• 9601 RIDGEHAVEN CT. #220 SAN DIEGO, CALIFORNIA 92123 • TELEPHONE (619) 492-5070 " 0 FOUR COPIES MINIMUM REQUIRED• DISTRIBUTION• ORIGINAL TO DEVELOPMENT SERVICES DEPARTMENT COPIES TO ARCHITECT/ENGINEER, JOB SITE & FILE CERTIFIED INSPECTOR'S WEE KL V REPORT CONSECUTIVE REPORT NO. I 0 FORWEEK / /_ f'2' ENDING / / / 7 //? \V I AM AUTHORIZED BY THE CITY OF SAN DIEGO TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. D REINFORCED CONCRETE' [){1 PRE-STRESSED CONCRETE 0 REINFORCED MASONRY D STRUCT. STEEL ASSEMBL y D REINFORCED GYPSUM 0 SPRAY-APPLIED FIREPROOFING G) D OTHER ________ _ 0 DEEP FOUNDATION 0 SOURCE OF MFGR. DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) 86/ 5= J/7-'' 7 t-v-0--!? INSPEC· @1 ARRIVAL @s DETAILED TION TIME. REPORT OF DATE DEPARTURE WORK TIME INSPECTED rc-ro LOCATION OF WORK INSPECTED, TisT SAMPLES )AKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT-AMOUNTS OF MA TE RIAL PLACED OR WORK PERFORMED; NUMBER, TYPE & !DENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT CONNECTIONS (WELDS MADE. H.T. BOLTS TOAOUED) CHECKED; ETC. 818 7c, 8/733 THAT IT COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, @ @ @ @ @ THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF / 'Jg" CERTIFICATE NO·----~~-~-- THE CITY BUILDING CODE, UNLESS OTHERWISE NOTED. NOTE: ALL INSPECTION REPORTS MUST BE RECEIVED BY FRIDAY OF THE WEEK FOLLOWING THE INSPECTION DATES. 05-106 (4-98) ,,