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Home My WebLink About2554 MUIRFIELDS DR; ; CB062180; PermitWU.1 U I_ISIVuIJI1' I I fll_ . Il $0.00' ELECTRICAL TOTAL-. '% f !$ MECHANICALJOTAL. 'I iL$o.°° Housing IdtF .1' $0.00Housing InLieu Fee.. '$7,17400 Housing Cridit Fee'. \ 01/,' Master Drainage Fee \ Sewer Fee L...0 Additional , Fees $110.00 $107.00 $0.00 $0.00 /$0.00 I $0.00 I $2,052.00 ?? Fire,Sprinkler Fees r TOTAL PERMIT EES / $40,943.46 City of Carlsbad 1635 Faraday, AvCarlsbad, CA 92008 05-24-2013 Residential Permit • Permit No: CB062180 Building Inspection Request Line (760) 602-2725 Job Address: 2554 MUIRFIELDS DR CBAD Permit Type: RESDNTL Sub Type: SF0 Status: ISSUED Parcel No: : 2132501100 Lot #: 11. Applied: 07/24/2006 Valuation: $744,236.00 Constuction Type: NEW Entered By: RMA Occupancy Group: Reference #C1T2j'9 Plan Approved: 04/18/2013 # Dwelling Units: I Structure Type: SFD Issued: 04/18/2013 Bedrooms: 5 Bathrooms: 4.5 Inspect Area: PD Orig PCI#:PC040107 Plan Check #: PC060044 Project Title: MAGNOLIA ESTATES- PLAN 4-PHS 4 6219 LIV, 1099 GAR, 852 SF PORCH Applicant: Owner: BARRATT AMERICAN INCORPORATED . . MAGNOLIA PARTNERS, LLC -- STE 212 'T1094 CUDAHYPL (( SAN/bIEGO/CA'92100 '5 N 619-997-6456 T— I /' Building Permit \$21418.01--MeterSize 'S- -' Add'I Building Permit Fee I ,...$00b AddI Red. Water.Cbn. F ' $0.00 Plan Check. $1,571.71 Meter Fee $220.00 .. J/ AddI Plan Check Fee / $0:00 SDCWA Fee Plan Check Discount / . ($125.74) CFD Payoff Fee $6,901.00 $3,152.96 Strong Motion Fee / $74.42 PFF (3105540) $13,545.10 Park in Lieu Fee $5,728.00 PFF (4305540) ____ $0.00 ( > Park Fee / $0.00 License Tax (3104193) $0.00 LFM Fee I $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00'..Traffic Impact Fee (3105541) \ \$2,286.80 Other Bridge Fee $0.00 Traffic Impact Fe&(4305541) \ $0.00 BTD#2 Fee /$O.00 Sidewalk Feet' BTD #3 Fee i 1 I flfl D1IADIkI TTAI \ i c $0.00 1 & nn Renewal Fee AddI Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size AddI Pot. Water Con. Fee Red. Water Con. Fee \ Green Bldg Stands (SB1473) Fee Green Bldg Stands Plan ChkFee t, IN aTotal Fees $40,943.46 TtaI Parrtstd Dte-., Y( $O 943 46 BaIanc Due $0.00 FlNAbAPPROVAL- Insoector: Date: '7/ df Clearance: 4/k9~ 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 thi 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 capacity changes, nor planning zoning grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any 5950 PRIESTLY CARLSBAD, CA 92009 760-431-0800 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 04-18-2013 Permit No:SW110097 Job Address: 2554 MUIRFIELDS DR CBAD Permit Type: SWPPP Status: ISSUED Parcel No: 2132501100 Lot #: 11 Applied: 03/10/2011 Reference #: CT020019 Entered By: RMA CB#: CB062180 Issued: 04/18/2013 Inspect Area: Project Title: MAGNOLIA ESTATES-PHASE 4 & Tier: I BUILDOUT Priority: M Applicant: Owner: MAGNOLIA PARTNERS L L C MAGNOLIA PARTNERS L L C I094CUDAHYPL#212c t~"' ,i EAWDIEGO 1O94CUDAHYPL#212 SAN DIEGO CA 92110 i.) I CA 92110 Emergency Contact: JOHN COLUCCI 619 997-6456 r c--'j I A '-.--- ,•. J•:\ 1 ''---'i SWPPP Plan Check V'- —$0.00 SWPPP Inspections ).,( \ -1 f " / $208.00 / Additional Fees I I . J I $0.00 \1 /! /1 TOTAL PERMIT FEES\ \ \ •J/ '--' / $208.00,' \ fl INCORPORATED / / Total Fees: $208.00 Total, Payments To Date:) 52 $208.00 Balance Due: / $0.00 / 4 / HNAL APPROVAL DATE Inspeôtión List Permit#: CB 062180 Type: RESDNTL SFD MAGNOLIA ESTATES- PLAN 4.PHS 4 6219 LIV, 1099 GAR, 852 SF PORCH Date Inspection Item Inspector Act Comments 05/06/2014 89 Final Combo PB AP 05/06/2014 89 Final Combo - RI HE REQUESTED PY 03/10/2014 29 Final Plumbing PD AP 03/10/2014 39 Final Eleátrical PD AP 02/27/2014 22 Sewer/Water Service PD AP 11/0612013,17 Interior Lath/Drywall PD AP 11/06/2013 18 Exterior Lath/Drywall PD AP 10/22/2013 16 Insulation PD AP 10/16/2013 84 sough Combo . PD AP 09/27/2013 84 Rough Combo PD CO 09/09/201313 Shear Panels/HO's PD AP 09/06/2013 84 Rough Combo MC CO PER CONTRACTOR .08/21/2013 ,13 Shear Panels/HD's PD AP 08/20/2013 11, Ftg/Foundation/Piers PD AP 07/12/2013 15 Roof/Reroof PD AP 06/17/2013 14 Frame/Steel/Bolting/Weldin PD . PA 05/21/2013 11 Ftg/Foundation/Piers PD AP 05/20/2013 11 Ftg/Foundatiôn/Pier PD CO 05/13/2013 21 Underground/Under Floor PD AP Wednesday, May 07, 2014 Page 1 of 1 N6 !!!i Required Prior to Requesting Building Final If Checked YS' DTate flip - 7 PlannIng/Landscape 760.944-8463 Allow 48 hours CMIII (Engineering inspections) 760438-3891 Call before 2 pm v Fire Prevention 760-6024660 Allow 48 hours Type of Inspection Type of Inspection 1.1 :iUJiU.JiLi. Date Inspector rCODE 4 UlslLV'I #11 FOUNDATION ,. /9 031 oELECmIC UNDERGROUND ,e1IER #12 REINFORCED STEEL. /3 1 #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 0 ELECTRIC SERVICE DIEMPORARY C] GROUT,. DWAU.DRAINS #35 PHOTOVOLTAIC. 010 TILTPANELS •'• #39 FINAL. #11 POUR STRIPS:.,.. #41 UNDERGROUND DUCTS & PIPING #11 COLUMN FOOTINGS #14 SUBFRAME C] FLOOR C] CEIUNG 7) #44 0 DUCT & PLENUM 0 REF. PIPING 015 ROOF SHEAThING 7 • /J. • /3 7I 7' #43 HEAT-AIR COND. SYSTEMS #13 EXLSHEARPANELS f•2f.i% 9'7'c #49 FiNAL #16 INSULATION #18 EXTERIOR LAIN / 'LL -t ,, , t'-'t'i' ,.f<. #81 UNDERGROUND (11,12,21,31) #17 INTERI0R LATH &DRVWALL - - I) I I #82 DR'YWAU,EXTIATR, GAS TES(17,18,23) #51 POOL EXCA/STEEL/BOND/FENCE - #83 ROOF SHEATING, EXT SHEAR (13,15) #55 PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) 019 FINAL #89 FINAL OCCUPANCY (19,29,39,49) #22 0 SEWER & BL/CO C PL/CO Date bt& rcf ,,spector #21 UNDERGROUND DWASTE C] wis #24 -TOP OUT 0 WASTE C] wilt f.21 ./ '3 A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN v,,. A/S UNDERGROUND HYDRO #23 0 GASTEST C GAS PIPING Ii -5-- -13 i (" A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FiNAl. A/S FINAL - #600 PRE-CONSTRUCTION MEETING F/A ROUGH-IN F/A FINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXITNGSYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL GAS FINAL Notes Date Date I CITY OF C6062180, 2554 MUIRFIELDS DR CARLSBAD I MAGNOLIA ESTATES- PLAN 4-PHS4.. - Building Division 6219 LIV, 1099 GAR, 852 SF PORCH 0 INSPECTION RECORD CARD WITH APPROVED RESDNTL. SFD- . Lot#: 11 BARRAU AMERICAN INCORPORATED PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:30 om FOR NEXT WORK DAY INSPECTION FOR BUILDING INSPECTION CALL 760-602.2725 OR GO TO: www.Carlsbadca.gov/Buildlnq AND CLICK ON "Request inspection" I .. DATE: -- .- REV 102012 SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California There Shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. For the purpose of this section the term,construction site shall mean the location on which actual construction of a building is in progress. A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES . ••; - ' CHRJSTIAN WHEELER. EN G IN E E It ING City of Carlsbad COMPRESSI\'E STRENGTH TEST RESULTS JUL 22 2013 Job Name: Magnolia Job Address:. 2554 Muirfield Dr., Carlsbad, CA Contractor: Magnolia Partners Subcontractor: Four Corners Concrete Test Location: Slab area Req. Strength: 4500 psi Date Sampled: 5-22-13 Date Received: 5-25-13 Sampled by: VJ5 Tested by: MD/NS Sample Type: Concrete BUILDING DIVISION CWE #: 2130270 Permit #: CB 02865 Plan File #: Arcliteât: Case Group Engineer: I-ITK Supplier: Superior Mix #: 375F Admixture(s): Truck #: 023 Ticket #: . 239253 Mix Temp: 750 Air Temp: 700 Slump: 4" - % Air: Min in Mixer: 50 • Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 5793 5-29-13 7 12.566 51,200 4,070 5794 6-19-13 28 12.566 69,040 5,490 5795 6-19-13 . 28 12.566 69,320 5,520 5796 6-19-13 28 12.566 - 68,940 • 5,490 I ne sampling, nanaung, curing ana compressive strengm testing were perormea oy tnnsaan vvneeier tngineenng in accoraance wan ins appuieaoie mo I lvi SiSnudrUs. '10 other warranties express or implied. - Distribution: . .' inagnoliapartners@gniail.com cgfourcorncrsconcrctc.com City of Carlsbad V Supplier V V • V Reviewed by: . V V Michael B. Wheeler, RCE #45358 3980 Home Avenue + Sa n DiegO, CA 92105 + 619-550-1700 + FAX 619-550-1701 W CHRIS11AN WHEELER: I . ENGINEERING flTT.Y PflRT . . . . Prolect Name i2 . ' -. (ci- ) Protect # - . Project Address . . -. . . . . . . rtU,LPO5 A. Cc,..c.tcft4? Permit # Plan File # Contractor . (IA '. . ran, Architect • . . .. Subcontractor Foj& / p t4 / Engineer Ler o Reinforced Concrete 0 Shop Welding .Pre-Stressed Concrete 0 Field Welding . 0 Reinforcd Masonry D FireprbofJg . 0 Epoxy Anchors - 0. Material /Equlpmenh . . . . .. .. . ... . . - . .. .- ... Weothen • • . • -. : • • . • • ...... -. ... . Date Tine Start: . • • Time End: ... S . - Time Billed: frri-SJ 4.Mi F 1-r g7fl ir LOT wors t%-P-JL&r.(] EII& P,Z)P7Z L,b&I& 4 t'-.S w5 C- Unless noted otherwlsyte wyk7eclis Inspector/Techni n's SignatU), .. L.ic Inpector/1echnlcIon (Print or Type) the best of my knowledge, in compliance with the.cfpproved • Rag. # Superintendent's SIgnature ( iL I r • . . . . . . . 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 4 ' FOOTING OBSERVATION SUMMARY Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY Project Name: r&ci ft.c&4 7 Ii Date: Location: . Ai Project Nof Plan File No.: - Permit No.: Unit/Phase/Lot(s): Referenced .Geotechnical Report(s): 1dmr-4-- (DuAiA 4 c. p,4.,/ (3'(1J'f'c o4 7i/j/e*-4. ". .. ... Observation Summary . . <L.& Initials A representative of Leighton and Associates..observed onsite Soil conditions. Soil conditions at /_'J Date the site are substantially in conformance with those assumed in the geotechnical report. C/L Initials A representative of Leighton and Associates observed and measured footing excavation depth/width. Footing excavations extend to proper:depth and bearing strata and. are in general Date conformance with recommendations of the geotechnical report 'L,t Initials A representative of Leighton and Associates measured footing setback from slope face The - Date setback was in general accordance with the recommendations of the geotechnical report.. CY Initials Notes to Superintendent/Foreman Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult, the geoteàhnical report for presoaking recommendations. We note that clayey soils may take an extended of of time and the contractor should schedule accordingly. In the eventof a site change subsequent to our-footing observation and prior to concrete placement (i.e., heavy rain, etc.)4 we should be contacted to perform additional site observations. Note to Building inspector:... 1. Soil compaction test resufls,-ircIuding depth of fill, relative compaction, bearing values;, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading. . . .~.- 2/-i2 For Leighton 94Associated.0 Inc. Date 'n-Zyi.--' (/L 3OR1-05 CLIENT COPY - r - Project Name: .• Project No.: Date: Report No. MagnolialPa-11 lot 11 . 042458-003 5-2143 Location: - - Author Day: M T W T F S S Bressi Ranch I Carlsbad . S.Lynn Reid 0 19 O o 00 u Client/Contractor. SuptlForeman: Weather: Magnolia Partners . John Cotucci - Overcast 72+- F Field Supervisor: Geologist: Soil Engineer: WDO . 5-21 Observation/Testing of: Tech . SLR. Lot 11 footing excavation observation . Equipment Working: . Hours 2.0 Today's Yardage: Yardage to Date: Summary of Operations: . 5-21-13- SLR on site early/mid AM as scheduled by John C. The footings for the planned house on lot 11 have been excavated and prepéred for concrete placement. The footing excavations were observed, probed and found to be firm and in general conformance with the recommendations of the site geotéchnical reports. A Leighton footing observation form- issued. . ,. The pad underlayment and footing excavations should be kept in a moist condition until time of concrete placement. - Leighton and Associates Received By: DAILY FIELD REPORT 39101098 Circle Distribution . • CHRISTIAN WHEELER ENGINEERING T A T T V D 12 0 (' 0 T Project No V Project # dqs,fçfl (J4 1A Penmtp7 . Plan File # Contractor AlO.!t' ( V Architect V. V Sub or V Engineer I-IrK V V o Reinforced Concrete Shop Welding. CJ 0 Pro-Stressed Concrete • 0 Reinforced Masonry 0 Field Wa!dlng . 0 Flreproofing J;iogi : Anchors,o V MatenaI/EuIPmen4/ s'i 14 dJ,cc1cc (iJ Weathers V ) Date Time tart: . Time End: ff 0: T Time Billed: (9 I1_s 7&. V 4rA. -. rowd a KQ t5vL V (1 t,oA)c WQ4e. ftI crhic 4.5 CO Y-79 )ti1jiQ1(Rn54ObI dI d) to the ,/ wo r/T Reg. # SuperintaNdIFFIF Signature MS p 'P)ilz J V)(fr. V •. ............ Inspectør/Technician (Print or Te) 3980 Home Avenue + SanDiego, CA. 92105 + 619-550-1700 +FAX 619-:5.50-1701 'It Project Name: ., Project No.: Date: Report No. Magnolia/Pa-11 lot 11 042458-003 4-2512643 Location: Author Day: M T W T F S S Bressi Ranch I Carlsbad S.Lynñ Reid 0 D 0 0 0 Client/Contractor SuptlForeman: Weather. Magnolia Partners! C&C Equipment Rental John Colucci - Clear 75+- F Field Supervisor Geologist: Soil Engineer: WDO, 4-25 4-26 0bservationlTesting of: Tech SLR SLR. Lot 11 building area grading Equipment Working: Hours 2.5 4.0 1-135 dozer 1-loader 1-skip loader 1-fire hose Today's Yardage: Yardage to Date: Summary of Operations: 4725-13- SLR on site early PM as scheduled by Paul/John C. The building area for the planned house on lot 11 has been designated by field staking. The grader has excavated the north half of the area 18, processed and compacted the removal bottom 6u_104, and then placed and compacted moisture conditioned native material in lifts up to near finish grades. The excavation done with the small dozer, compaction being done with the dozer and by wheel rolling with the loader. Water added with the fire hose during the excavation, processing, and compaction operations. The plan is to grade and compact the building area +5' outside to the recommended presoak moisture content of optimum moisture x 1.2. Observation, probing, and testing of the rough graded and compacted north half of the building area indicated that adequate moisture and density levels-were being obtained as work continued. The grader observed this PM removing the south half of the building area down 18, the material being stockpiled on the north half. Water being added with the fire hose during this operation. The removal to extend into the first removal area and the bottom processed/compacted prior to fill placement. Tech to return mid AM tomorrow to observe continued grading. 4-26-13- SLR on site mid AM through early/mid PM. The grader has excavated the south half of the building area 18D, processed and compacted the removal bottom W-1 On. Note that the building area limits per the designated field staking. This AM the author observed the grader place and compacted moisture conditioned native material in lifts up to near finish grades. The excavation was done with the small dozer, compaction being done with the dozer and by wheel rolling with the loader. Water added with the fire hose during the excavation, processing, and compaction operations. The dozer and skip loader trimmed the final finish pad grades, excess material spread on the rear yard section of the lot. Observation, probing, and testing of the fill placement and then finish grades of the building pad area indicated that adequate moisture and density levels were obtained. The pad grades and subsequent foOting excavations should be kept in a moist condition until time of concrete placement. • Leighton and Associates Received By: DAILY FIELD REPORT Print 3910 1098 Circle Distribution - FOOTING OBSERVATION SUMMARY Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY Project Name: Ylcç JLcfr3 1-ft-7-11 Date: Location: ctt.-cAt Project No:: O4Y S-o &2 0-r ii Plan File No.: Permit No.: Unit/Phase/Lot(s): Referenced Geotechnical Report(s): pif UA )c; ,-E 0A6,104- Observation Summary Initials 5-21-13 Date _Initials Date <-t Initials fZ/-F Date t'L Initials -7/-.? Date A representative of Leighton and Associates observed onsite soil conditions Soil.conditions at the site are substantially in conformance with those assumed in the geotechnical report. A representative of Leighton and Associates observed and measured footing excavation depth/width. Footing excavations extend to proper depth and bearing strata and are in general conformance with recommendations of the geotechnical report. A representative of Leighton and Associates measured footing setback from slope face. The setback was in general accordance with the recommendations of the geotechnical report. r,-4"t..- FA4"6-"- Notes to to Superintendent/Foreman Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may take an extended period of time and the contractor should schedule accordingly. In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations. Note to Building inspector 1.. Soil compaction test-results, including depth of fill; relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading. c 7 2 For Leighton lgKd Associatesfinc. Date Zy-,12 - 3930 R 1-05 FIELD COPY