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HomeMy WebLinkAbout2353 JEFFERSON ST; ; CB150620; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008• 11 -06-2015 Residential Permit Permit No: CB150620 Building Inspection Request Line (760) 602-2725 Job Address:2353 JEFFERSON ST CBAD Permit Type:RESDNTL Sub Type: SFD Status:ISSUED Parcel No:1551802800 Lot #:0 Applied: 02/26/2015 Valuation:$455,171.00 Constuction Type: 5B Entered By: JMA Occupancy Group:Reference #:Plan Approved:11/06/2015 # Dwelling Units:1 Structure Type: MF2-4 Issued:11/06/2015 Bedrooms:0 Bathrooms:0 Inspect Area: Orig PC #:PC )5a)t L Plan Check #: Project Title:HIRSCHKOFF RESIDENCE: 3,015 LIV//803 SF GARAGE Applicant:Owner: JOHN JENSEN HIRSCHKOFF JOEL&HERSCHKOFF HEATHER STE 220 130 S CEDROS AVE 1483 CORAL WAY SOLANA BEACH CA 92075-1954 SAN MARCOS CA 92078 858-756-2526 Building Permit $1,882.74 Meter Size FS1 Add'I Building Permit Fee $0.00 Add'l Recl. Water Con. Fee $0.00 Plan Check $1,317.92 Meter Fee $317.00 Add'l Plan Check Fee $0.00 SDCWA Fee $4,800.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $59.17 PFF (3105540)$8,284.11 Park in Lieu Fee $7,649.00 PFF (4305540)$7,646.87 Park Fee $0.00 License Tax (3104193)$0.00 LFM Fee $0.00 License Tax (4304193)$0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541)$3,100.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541)$0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $435.00 Renewal Fee $0.00 ELECTRICAL TOTAL $89.00 Adel Renewal Fee $0.00 MECHANICAL TOTAL $154.39 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing InLieu Fee $4,515.00 Pot. Water Con. Fee $3,931.00 Housing Credit Fee $0.00 Meter Size FS1 Master Drainage Fee $3,374.56 Add'I Pot. Water Con. Fee $3.00 Sewer Fee $842.00 Recl. Water Con. Fee $0.00 Additional Fees $220.60 Green Bldg Stands (SB1473) Fee $19.00 Fire Sprinkler Fees $0.00 Green Bldg Stands Plan Chk Fee $0.00 TOTAL PERMIT FEES $48,640.36 Total Fees:$48,640.36 Total Payments to Date:$48,640.36 Balance Due:$0.00 FINAL APPROVALInspector:a2S'Date:C-2 2 - ,L71 Clearance: NOTICE:Reese take NOTICE that approval of yourpiled indudes the "Imposition"cffees, dedcations, reservations, cc other exactions hereafter cdlectively referred to as "fees/exactions."You have 90 days from the date this permit was issued to protest irrpositicncfthese feeakocactions.If you protest them you must &Jimthe protest procedures set forth in Government Code Section 65020(a), and file the protest and any other required irformation with the City Manager for processing in a (..14ice with Carlsbad Munidpel rixiiz Section 3.32.030.Failure to timely follow that procedi.re will bar any subsequent legal action to attack, review, set aside, void,a annul their imposition. You we hereby FURT1-ER NOT RED that your rill to protest the specified fees/exactions DOES NOT APPLY to wateraid sewer connection fees and capacity changes, nor planning, zoning, gracing or other similar application processing a service fees in connection with this project.NCR DOES IT APPLY to any fees/exactions of which vou have PreAousiv been civen a NOTICE similar to this. or as to which the statute of irritations has Previously otherwise expired. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 11-06-2015 Permit No:SW150096 Job Address:2353 JEFFERSON ST CBAD Permit Type:SWPPP Status:ISSUED Parcel No:1551802800 Lot*0 Applied:02/26/2015 Reference #:PC150012 Entered By:JMA CB#:CB150620 Issued:11/06/2015 Inspect Area: Project Title:HIRSCHKOFF RES: 2DU OVER GARAG Tier:1 3,015 LIV//803 SF GARAGE Priority: M Applicant:Owner: JOHN JENSEN HIRSCHKOFF JOEL&HERSCHKOFF HEATHER STE 220 130 S CEDROS AVE 1483 CORAL WAY SOLANA BEACH CA 92075-1954 SAN MARCOS CA 92078 858-756-2526 Emergency Contact: JOHN JENSEN 619-884-5848 SWPPP Plan Check $53.00 SWPPP Inspections $224.00 Additional Fees $0.00 TOTAL PERMIT FEES $277.00 Total Fees:$277.00 Total Payments To Date:$277.00 Balance Due:$0.00 FINAL APPROVAL DATE ;2/ARANCE SIGNATURE .__.,.x --• ....,........„,..,.—..,,•-•• .'its?.•.... • •:.',,,:...PERMIT INSPE It'i '*N HISTORY REPORT (C13150620)..v,,-..„..,,,,....,•..•.••,- . -'.• ........,.....— Permit Type:BLDG-Residential Application Date:02/26/2015 Owner:COOWNER HIRSCHKOFF JOEL & HIRSCHKOFF HEATHER ,,,,ork Class:Single Family Detached Issue Date:11/06/2015 Subdivision: Status.Closed -Finaled Expiration Date:08/14/2017 Address:2353 Jefferson St Carlsbad, CA IVR Number:705307 Scheduled Actual Date Start Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Complete-••••, 11/04/2016 BLDG-23 000275-2016 Passed Peter Dreibelbis Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/07/2016 11/04/2016 BLDG-17 Interior 000137-2016 Passed Paul Burnette Complete Lath/Drywall Checklist Item COMMENTF Passed BLDG-Building Deficiency No BLDG-18 Exterior 000138-2016 Passed Paul Burnette Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-27 Shower 000139-2016 Passed Paul Burnette Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/04/2017 01/04/2017 BLDG-23 008138-2017 Failed Michael Collins Reinspection Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Incorrect tracer wire size.No 01/06/2017 01/06/2017 BLDG-22 008470-2017 Passed Paul Burnette Complete Sewer/Water Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/10/2017 01/09/2017 BLDG-Electric Meter 008879-2017 Passed Paul Burnette Complete Release Checklist !tern COMMENTS Passed BLDG-Building Deficiency Yes 04/12/2017 04/12/2017 BLDG-Fire Final 019981-2017 Passed Dominic Fieri Complete Checklist Item COMMENTS Passed FIRE-Building Final Yes NOTES Created By TEXT Created Date Jacquelyn Lankhorst PASSED PER DF 04/12/2017 04/27/2017 04/27/2017 BLDG-Final 021426-2017 Cancelled Paul Burnette Reinspection Complete Inspection ——_.,...,.. May 22, 2017 Page 1 of 2 ..PERMIT INSPECTION HISTORY REPORT (CB150620) Permit Type:BLDG-Residential Application Date:02/26/2015 Owner:COOWNER HIRSCHKOFF JOEL & HIRSCHKOFF HEATHER Work Class:Single Family Detached Issue Date:11/06/2015 Subdivision: Status:Closed -Finaled Expiration Date:08/14/2017 Address:2353 Jefferson St Carlsbad, CA IVR Number:705307 Scheduled Actual Date Start Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 05118/2017 05/18/2017 BLDG-Final 023675-2017 Failed Paul Burnette Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 05/22/2017 05/22/2017 BLDG-Final 023902.2017 Passed Paul Burnette Complete Inspection Checklist item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes May 22, 2017 Page 2 of 2 Inspection History: 12/08/2015:11-BLDG-Ftg/Foundation/Piers Not Ready For Insp Completed By PB ; 12/09/2015:11-BLDG-Ftg/Foundation/Piers Partial Approval Completed By PB ; 01/27/2016:11-BLDG-Ftg/Foundation/Piers Partial Approval Completed By PB ; 12/18/2015:12-BLDG-Steel/Bond Beam Partial Approval Completed By PY ; 07/22/2016:13-BLDG-Shear Panels/HD's Approval Completed By PB ; 07/13/2016:15-BLDG-Roof/Reroof Approval Completed By PB ; 11/25/2015:21-BLDG-Underground/Under Floor Approval Completed By PD ; 02/17/2016:21-BLDG-Underground/Under Floor Approval Completed By PB ; 01/13/2016:66-BLDG-Grout Partial Approval Completed By PB ; 01/27/2016: 66-BLDG-Grout Partial Approval Completed By PB ; 02/04/2016: 66-BLDG-Grout Partial Approval Completed By PB ; 10/06/2016: 84-BLDG-Rough Combo Approval Completed By PD DAN HUFF INSPECTIONS 2064 Meadowlark Ranch Circle (858) 583-3959 .....Sari Marcos, CA 92078 cos NO.- CERTIFIED INSPECTOR'S DAILY REPORT .........DATE /4)/O II 2-0/4 COVERING WORK PERFORMED 0 REINFORCED CONCRETEgSTRUCT STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING oWHICH REQUIRED APPROVAL BY 0 PRE-STRESSED CONCRETE EPDXY 0 OTHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY CrWOOD FRAME JOAD „ 1 -tOOGP€MffNIJMRe.":021.6". if,i/zt.ret.406 CO/3'06.2i PLAN FEE NUMBER ..1 4 ARcHi 777,./fic."'27x0,er,ietria(Aia.14?//i ---14?jkvifev CONSTR.(TYRE.GRAIN.ETC)DESIGN SOURCE OF MFGR.....--STRENGTH ENC7R______OLIA ar . -," O DESCRIBEmAn (XDr"RE-IIAR7De& MF2 WELD-NO.6.[IQ --.--1 -GENOA& COPRIACIORepcj--"10.„ rf./v.t -'947//3 ara rfitiit:-1 J)41 ...„2/4".// LAB. RECENW1G &TESTING COP6TR.mai. SAMESPL f7.47 kil?".4:1 / V 4-r x?..6.6 100.............. INSPECTION DETAILED REPORT DATE OF WORKwasnoto LOOITIONOfWEEK EMMIL:f1E%USTSMEM.15TAREE.WorEMMAJOS MICSLIDEIVIDGEIESIMANES. ITC COMMCIEMS MELDSMAN.RT.IOUS VOZUE4r003E4ETC*-2Lref lir >9 -0.‘4/61A 44"//a i /1//9/Z .42 ‹Airc/Z.7/1/4V 5le /1z...6 -4.c 4..0 EA A6Z1944.4/Ni At/7.1.49.1 /Jai ri./kAAIIA/C".A1,4/i4i.i4 446°goe...27 AA/ 0 rt/2 'if(.4(12-. #4/101-vo 1/Lc.AiLiv ...Z:vi2F67-.C.:62 .577.4 Pf4 /1/frdelli/V‹W/M71.+Z-f' .,A2I 4..ie4X .it (244 "2./ 770 1Z. A'.V&A./Fa .1'41Niar/**0 1///12 )./,I.a AZ 5'0 6d/IN(r.C/73 44.4J x ...fi'...2: "47. -.03i/A...r7.1.„„44 1.4.....q•‘171/A.4i/.4.14)/1741 ,,e4.'41 e/i i''2).116 r /.4.A.?#/1 a.4-117:1-4 44.'.:i ‘'Le.lry 16 6/1111*- 1.4./4t/nr .#92.41.4-...,,'6711 1.01 F.')/4i vio.""Aw,.4 1;di (Pv XYl. . , ..: 4. 1 • • INSPECTOR (PRINT OR TYPE)a SIGNATURE 11 /' DATE SIGNEDy6/ 04/CERTIFIC.ATE .......2Z Tr ic)Z .;-‘2 $. aornnoratopt OF COMPLIANCE:to the best of our knowledge, all of the reported Work, unless otherwise noted, substantially complies withapprovectplans. specifications and applkable sections of the building codes. This report covers the locationsof the work inspected only and does not constitute engineering pin ion or oroiect contra . ., SAMPI3'.r.ENGINEEFZING:INC. July 11, 2016 Page 1 of 1 City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008 Subject:Height Verification Letter for Grading Plan No. 486-2A, Hirschkoff Residence, Project No. CDP 14-13, APN:155-180-28, Jefferson Street, Carlsbad, CA To Whom It May Concern, On July 7, 2016 our office performed a field survey at the referenced project to determine the average elevations of the top of parapet that has been created. The results ofour survey are as follows: Top of Parapet: Approved Building Plan Top of Parapet Elevation =96.42' Field Measured Average Top of Parapet Elevation =96.31' Please feel free to contact me if you have questions. Sincerely, :7 4iff "rM L '''-' •P''''t•%;,•„VII.•09' %a.t A lc;1..44.1 t y :'''? 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Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 •Fax (619) 588-5955 Inspection Report, Project Name:ill /A -Ss CH lt2A6":- A 10 // :Page:of Report #: Project Address:vr6ffi;e-*/S oi 5 /-'Permit #: Architect /0 ,,„7"File #: Engineer:till//5 DSA #: Contractor:4....--e--e"7.1E_,x C •Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts H.S. Bolts me- Plans/Specs Masonry Prisms Conc.PSI 4109'.Clearances.-i.Concrete Mortar/Grout Grout PSI .00_Positions Fireproofing Conc. Cylinders Mortar PSI ../Sizes 40.°Epoxy ,:.7. a Fireproof 40#Steel -*//1"--z-LapsfOther:4;90A Other:Elect/WireConsolidation Other:Other:Fireproof Torque Ft. Lbs: Other:Other:Other:Xl Other: Other:Other:____,e Other/2 "epfroot Other:_ 'A'c't -/...'5'.e-e"i)'.01 e A)77^---'‘)//:‘,"_174-4p....„,s.. fe.Re407.1 144 c.f.,'"A„....-r Via fi)c.. "ee'917 b")5 -0 .6„, .0p)j -TIA---.-.--,--.J..)/I I---_s-j --1 ()-1-3„.i 4 ,7 -1-(-4--f -j, ,-z 5 n.../I o I /0 4 II --01/4-4.-.a-..lo -1.1 4fr GV 4-/0 / 1.•-c,e./A 12),1 erm v 441 a , /1/et re -*/.-4r .rte i f .ii9 e)-A P..9 .1/0"4 44 7.1 vi A4-3 t` e 1 t C-/ A rL"Ce V 71 I $1-011 rf Cngr a Or 7 WZ.)4.1 /e -.7: CERTIFICATION OF COMPLIANCE All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the. work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted.I have found this work to comply with the approved pins, specifications, and applicable sections of the governing building laws. Inspector:MARIO BATTAGLIA Cert:350 zhz.h 6 Signature Date Insp. Date:Day I:Day 2:Day 3:;Day 4:Day 5: Time Start Time Stop: Approved By: Project Superintendent .. • ...„,.., Structural Inspections LLC *54WCIN. INSPECTIONsaviors- P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 •Fax (619) 588-5955 Inspection Report u •re A 1.ri Project Name:rot 4‘...41/) IT p...p.,Page:of Report #: .')aSr.,,Project Address:35 ' Permit #: Architect File #: Engineer:DSA #: Contractor:L Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST zStcuctural Steel t - H.S.Bolts .....„ H.S. Bolts c s/Specs Masonry Prisms cpc.PSI fealrances Concrete ''''Mortar CO 41 ....."..arout PSI 3.0a,... 7 6.--4.0:'rpsitions . Fireproofing Conc. C inders Mortar PSI t;514es_...laps -_Epoxy Fireproof Steel 4 Other:-Other:,Elect/Wire .'"Consolidation 1 _Other:Other:Fireproof Torque Ft. Lbs - : It Other:Other:'Other:NT co -Other: I - Other:f Other:Other:Other:_-_ 4 .r)IINA.toct.-40.._ ' A44 41'\1 684.6"mA i -, 4A4 k .0 Si 0 C 61*- Lk 6 (-- It '..j‘.. 61jf °C-•(k 1 IT ClYtkk WtilIS i/ \Alit) p.i I 3A ' of-tif fot.t.lci..'4", (31ô -.S‘,‘?)))i f <.1.../s‘A Vei..o4'. ‘,... t .. ., CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted. complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise no I have found this work to comply with the approved plans, specifications, and applicable sections of the governinkbuilding laws. Inspector:MARIO BATTAGLIA Cert:350 27E Yte/.47 ( Signature Insp. Date:Day I:Day 2:Day 3:Day 4:Day 5: Time Start:I i D Time Stop:'Yitiv Approved By: Project Superintendent T r%ENGIN EErD kiiTNN DESIGN GROUP .'(isgAr(tz2e"maw:: , Pi 2121 Montiel Road, San Marcos, California 92069 •(760) 839-7302 •Fax: (760) 480-7477 •www.designgroupca.com LIMITED FOOTING OBSERVATION SUMMARY Date:January 27w, 2016. Project Name:Hirschkoff Residence Address:Jefferson Street (APN:155-180-28), Carlsbad, CA 92008 Footing Locations:Footings of site retaining walls of proposed garage pads, located south of the main residence, parallel to property lines. Reference:Limited Geotechnical Investigation and Evaluation New Hirschkoff Residence to be located at Jefferson Street (APN: 155-180-28, Carlsbad, California," prepared by Engineering Design Group, dated June 19, 2013. Observation of Summary: A representative of E.D.G.observed on-site soil conditions.Soil conditions for the AB Initials proposed footings are substantially in conformance with the referenced soils report. A representative of E.D.G. observed and measured footing excavation depth/width for the proposed footings.Footing excavations extend to proper depth and competent AB Initials bearing strata, and are acceptable for new footing. A representative of E.D.G. measured footing setback from slope face.The setback AB Initials was in generally found to be acceptable in consideration of site soil conditions. Notes to Superintendent/Foreman 1.Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2.Footings and slab subgrade should be soaked to 2% above optimum prior to the placement of visqueen. 3.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. Notes 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 (IF APPLICABLE). Representative of ENGINEERING DESIGN GROUP Date: January 27, 2016 ..„ J ( ,1 . , Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 •Fax (619) 588-5955 Inspection Report Project Name:Abe-g C 11 k C7 /4 .t'f .Page: /of Report #: Project Address:74 f tre-4-.1V-K 1'T -Permit #: Architect ,e....File #: Engineer:45‘./s4 / tc DSA #: Contractor:40 „_-_.A tic:C.Other:.2 P INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST t Structural Steel _H.S. Bolts H.S. Bolts ......--Plans/Specs k 1 _Prisms0°Masonry Conc.PSI -Clearances---. Concrete Mortar/Grout Grout PSI Positions Fireproofing Conc. Cylinders Mortar PSI 4.'-_. Sizes Epoxy ,,,,,bne. Fireproof _.,0°Steel -* 4/S =Laps 1 ...0"Other:r44--Other:Elect/Wire Consolidation Other:_Other:FireproofTorque Ft. Lbs: Other:Other:'Other:Other:_ Other:Other:Other:Other: .94t-4;*41--/-ZP1j la t Cp sell o a TX&-IWO (.0‘.1-7 --Tf-‘.4***.1'•1 0 pru;Ayr 01 _Co. v pods,-7C."49//6.- -i 1. 1".t -g-6-1), /‘ltrr f ;te°1.CR .in 4.4—7 of ittn a 4. tit '/A - ...1 #1 "01) e)e•e•1 I i //Wt.'OA-Gel a ea 0 (...e s-•44--2-;c.'ac WY'AL+...le I"43.on •$"I.-I/ (i5Ra_111.4._At te tVr zeti 'f CP1 A Q (...i.il A ti)S 10/1-4— -k- k..0943 7-?'en t .„A 5 1 11-L)1 S.'( 7-L.),/2Lic 2 v /5.0 3 pa /.....1 I/I fib Gs I CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations oc the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my kncUledge all of the above reported work unless otherwise noted.I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector:MARIO BATTAGLIA Cert 350 r_...---!Y //7/6 Signature Date Insp. Date:Day I:I Day 2:Day 3:Day 4:.1%Day 5:I Time Start Time Stop: Approved By: Project Superintendent ..•... _ 1 ' F. .2353 i e crerf 0-1^/45 -.OC 2,0 1 Structural Inspections LLC 1 *SPCIAL INSPECTION SERVICES* P.O.tox 2415 El Cajon, CA' 02021 Cell: (619) 770-9559 •Fax (619) 588-5955 Inspection Report [ 1 Project Name:kit;a n< e ....,p.-- ,......Page: / of / Report #:f Project Address:\„ii -..''r 1-,'1""r.1 ,..-.,....,Permit #: Architect:*oi PJ File #: Engineer:6'.4 -s DSA #: I Contractor:(i,f I ;..4. ..Other: [ I INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST 1 Structural Steel H.S. Bolts H.S. Bolts .....-Plans/Specs Masonry Prisms Conc.PSI .""F Clearances Concrete Mortar/Grout Grout PSI '*."--Positions 1 1#Fireproofing Conc. Cylinders Mortar.PSI 'Sizes Epoxy'Fireproof 4#0...Steel '"ht 4 -C.Laps 00 Other:k 412 Other:Elect/Wire A'Consolidstion_ Other:Other:Fireproof Torque ft.Lbs: w Other:Other:____Other:Other:1„ Other:Other:Other:Other: .... ,.-L.4.-!.;.e 4"/24--- - 2c:1-4 .(7n.1 'C -724 ..,,.("7.7„IAO.:,,,774-41.,..,Av.*jig)„.#c .i- ‘6.-.../I'de i''''''-dC "4 /0 t'pv..,,.t 4 ofit,r 4 7 Th..7-1-r .eks—s-"....se—4 tr40.470* _XIt.40"litt PIll yk410:1 iti 5r 77)*('71ti E44.'.'''5 .1,4%'Os. ..—-. -c Afr -c ja --.)7 4.41.ASivir j‹-a.cat4:y see /I1 Aff 4.401/ ear.i..../ I e C. Cif A e iff 404.0-7 •. ---- CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections i of the building codes. This report covers the locations Ofthe work inspected and does not constitute opinion or-project control. }I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted.have found this work toIcomplywith the approved plans, specifications, and applicable sections of the governing building laws ."---- Inspector:MARIO BATTAGLIA Cent:350 ...- Signature D/to te Insp. Date:-.Day.I:'Day 2:Day 3:Day 4:Day 5: Time Start:.1 Time Stop: Approved By: Project Superintendent i uJ1 .4.01010.011.0111 HIRSCHKOFF Sheet:SD-3 tIQUA LLS STRUCTURAL ENGINEERING Project:Job #:14169 ENGINEERING SERVICES Engineer:BRIAN QUALLS Date:0148-16 _Ai_ P.T.BTM.PLATE vg/ PLYWOOD SHEATHING A.B. PER S.W.SGHED. PER PLAN , 30"#4 DOWELS ®16" 0.C. 30" ---- E.N. \a GONG.SLAB CONT. #4/ ---- PER PLAN 6" MN.//I 4 rei 4A•4 • ,..//- :.:..:•-•,:_:';',.' -'.;':.:::::- :;".*.;;'.:'!.,:!:'.::.':':. (sk\/ 2-3/4"// X-4( • ? 5"GMU IN/*t4 ©24"O.G./EA. WAY (CENTERED) 6" Zs4 ' ,•//\Nc All <a 4 4 <4 a4 Z? j -trsOFESS/oivd. •7 •••Sc 1 A <4 orct...004 -01 - .)40.6., . ,i.....1 Lot#4 @ 5"O.G.-ti w 3..in —1 ce C77372 mk) GLR.ileilig(0 or ova.le24OFCA1.0. di>STORM WATER COMPLIANCE FORM Development Services Land Development Engineering TIER 1 CONSTRUCTION SWPPP 1635 Faraday AvenueUCITYOF CARLSBAD E-29 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE PROJECT INFORMATIONSTORM WATER POLLUTION PREVENTION NOTESIMy project is not in a category of permit types exempt from the Construction SWPPP requirements 1.ALL NECESSARY EQUIPMENT AND MATERIALS Site Address:t353 Jey--hee-Jyyli SHALL BE AVAILABLE ON SITE TO FACILITATEIMy project is not located inside or within 200 feet of an environmentally RAPID INSTALLATION OF EROSION AND Assessor's Parcel Number:sensitive area with a significant potential for contributing pollutants to nearby SEDIMENT CONTROL BMPS WHEN RAIN ISreceiving waters by way of storm water runoff or non-storm water EMINENT.Project ID:Rag"' /2. discharge(s). 2.THE OWNER/CONTRACTOR SHALL RESTOREIMy project does not require a grading plan pursuant to the Carlsbad ALL EROSION CONTROL DEVICES TO Construction Permit No.:(20/5"-/(° Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code)WORKING ORDER TO THE SATISFACTION OF I My project will not result in 2,500 square feet or more of soils disturbance THE CITY ENGINEER AFTER EACH RUN-OFF Estimated Construction Start Date including any associated construction staging, stockpiling, pavement PRODUCING RAINFALL. removal, equipment storage, refueling and maintenance areas that meets 3.THE OWNER/CONTRACTOR SHALL INSTALL Project Duration Months one or more of the additional following criteria:ADDITIONAL EROSION CONTROL MEASURES•located within 200 feet of an environmentally sensitive area or the AS MAY BE REQUIRED BY THE CITY Emergency Contact:Pacific Ocean; and/or,ENGINEERING OR BUILDING INSPECTOR DUE•disturbed area is located on a slope with a grade at or exceeding 5 TO UNCOMPLETED GRADING OPERATIONS OR Name:NA -3u•t9ifi Ihorizontal to 1 vertical; and/or UNFORESEEN CIRCUMSTANCES WHICH MAY•disturbed area is located along or within 30 feet of a storm drain inlet, an ARISE.24 hour Phone:&ICI)ctitiff --9614q..)open drainage channel or watercourse; and/or 4.ALL REMOVABLE PROTECTIVE DEVICES SHALL•construction will be initiated during the rainy season or will extend into BE IN PLACE AT THE END OF EACH WORKING \r-----the rainy season (Oct.1 through April 30).DAY WHEN THE FIVE (5) DAY RAIN Perceived Threat to Storm Water Quality I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE PROBABILITY FORECAST EXCEEDS FORTY CHECKED STATEMENTS ARE TRUE AND CORRECT.I AM SUBMITTING PERCENT (40%). SILT AND OTHER DEBRIS )244esliumFORCITYAPPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN SHALL BE REMOVED AFTER EACH RAINFALL. ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS.5.ALL GRAVEL BAGS SHALL BE BURLAP TYPE 0 Low I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1)IMPLEMENT BEST WITH 3/4 INCH MINIMUM AGGREGATE. If medium box is checked, must attach a site planMANAGEMENT PRACTICES (BMPS)DURING CONSTRUCTION ACTIVITIES 6.ADEQUATE EROSION AND SEDIMENT TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE CONTROL AND PERIMETER PROTECTION BEST sheet showing proposed work area and location MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE MANAGEMENT PRACTICE MEASURES MUST BE of proposed structural BMPs THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED INSTALLED AND MAINTAINED. POLLUTANTS;AND,(2)ADHERE TO,AND AT ALL TIMES,COMPLY WITH SPECIAL NOTESTHIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF For City Use Only CARLSBAD. CITY OF CARLSBAD (91 -tti,1045a4 STANDARD TIER 1 SWPPP OW ER S)/4101 R'S AGENT NAME (PRINT)Approved By:C (r 0 )/OW ER'S GENT NAltilE (SIGNATURE)4.:DATE Date:._--17 -1 E-29 Page 1 of 3 REV 4/30/10 Erosion Control Tracking Non-Storm Water Waste Management and MaterialsSediment Control BMPs ControlBMPs Management BMPs Pollution Control BMPsBMPs '0 c c —0 C V 0o401 0 th C CD C CE E.0 g .g.a 0.E as"cn 1:1,(I)€g 6 is •,7.1-4 :1 -7.2 'E cisco c u tD Best Management Practice ots .g cTs 3 0a d'-'Ecoa0as c s i 5Urn0 •C is tr00La(1.1 >4)C 0 ›.(1/0—(1)0 4-.t.t c°t(BMP) Description —)4).2 $co ti I--E co 0)s)2 03 -a 2 1:3 0 1 2 T1i 0 2 6 132 a:0 a.al0z..1t (1)I..8 r cl =c):A 3 s •-I:n -5 la Lu 2 >.r° r.5 5 0 0 0 D 0 ?:sct E g E 0 E2beatn ac' 0 E co *17 N ii N 813 -a 0. r.-0s as c To co 'lt „.a r.a` 03 E .ae ce 13 m IQ w .0 =3 .-to -a -8C .ag C A.0-E.c -cci - fg '8 E .s a IL 0 a.>w =0 E 0 15 0 :a "0 0 1-4 ,C ......_..,..13 CI1 to 0 CCI-5 el 4):::c al zs '-.7.•(3 =C •—C m C c c4)0 to ._°0 '''1 .c 2 ...€°°-)5 5 0 9... 6-)to E 40 t..63 CO 0 0 0 -42 al 42 Ca 2 'Eic 75ct tam ott0Lu00ii-)Cl)0 ir.o 05 >u)in a.ins u) cc sa_o_O a.>0 2c/a 2 Cl)mr..)cb2 x2 (.)2 CASQA Designation 4 '';e?9'•""7 c?I'19 49 i';•C9 0 e-.Cy v-•(*I 1•7 eiw 7 ii 9 1 9 '4 c?o o 0 .ww ID w w w u.i.7 &cc 6 6 6 6 LL.u..W 0 U)cf)ti)CO U)C/)U)w I—I—z z z zConstruction Activity LLI Cl) ...-.sGrading/Soil Disturbance 1 I 1 .. /Trenching/Excavation Stockpiling - /r -j 1-. Drilling/Boring .Concrete/Asphalt Saw ing _%4uottncrete flatwork - I - .... N•d,Paving I _IViConduit/Pipe Installation I%1/Stucco/Mortar Work . __.s/Waste ._Waste Disposal _1-,\/Staging/Lay Down Area —t - I_,__.. Equipment Maintenance and Fueling „ Hazardous Substance Use/Storage .Dewatering Site Access Across Dirt ' Other (list):... .- •--—- Instructions:Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list.For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To team more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures.The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 3 REV 4130/10 ,.,,.....„....• Structural inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 •Fax (619) 588-5955 Inspection Report Project Name:0105C41K04.96 Page:of Report #: Project Address:22353 ajfeff..4)P'Sk/Permit #CS I Co6z t /c 8 )scc.2 0 Architect File #: Engineer:DSA #: Contractor:11)?C—Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ,„..,Structural Steel H.S. Bolts H.S. Bolts Plans/Specs--- 4..'Masonry Prisms Conc.PSI ieeeV tlearances Concrete Mortar/Grout ____Grout PSI Positions Fireproofing Conc. Cylinders „Mortar PSI e.Sizes Epoxy Fireproof Of Steel #if - Laps Other:Other:Elect/Wire Consolidation Other:Other:Fireproof Torque Ft. Lbs: Other:Other:Other:Other: Other:Other:Other:Other:— Iiictg III41..?ft-3cbv... 1. - I og-Gat)ft On -4e. iv i ti Cin.A t-JeA IN'S cvi--06t 0?-e--1 fDAnckot 4 6rA 14.14 CA? 1 1 / lACICCAre It.-/V.5.-61- S.1 It./6carke /(A1 1 &CA ii 0 A 714-Crn S oat ;4.C-6/11'r 1 )OA(4... Pck.cLtz 4.4%14/Sb-1)6 cA i/151110 CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or proj ct control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise .I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. Inspector:MARIO BATTAGLIA Cert:350 2 / Signature Date Insp. Date:Day I:Day 7.:i Day 3:I Day 4:Day 5: Time Start 2: 00 Time Stop:CI: '5 o Approved By: Project Superintendent ..,. Structural Inspections Ltc P *SPECIAL INSPECTION SEEVICES* 'P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 •Fax (619) 588-5955 Inspection Report , ...,i 1 Project Name:It (5C)r \Off-it..5..,...A ._0 Page:of Report #: .frojectAddress:24.4 cd5ors„64..4 Permit #: Architect '• ‘.....„..File #: to'Engineer:0'044rA\V)4 DSA #: Contractor:f61. - C.Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST tructural Steel H.S. Bolts H.S.Bolts ans/SpecsviMasonryPrismsConc.PSI Clearances _Concrete 4_1/'Mortarea ill Grout PSI it/;;;PositionsFireproofing.1.Conc. Cylinders Mortar PSI Sizes Epoxy Fireproof Steel 1•Laps Other:Other:Elect/Wire V Consolidation- Other:4 Other:Fireproof Torque FL Lbs:• Other:Other:Other:_Other: Other:Other:Other:Other:- • i,,,,Mo6lkoCtie AAlt_c)10.-ctrit tot)Cb-AS 01 'Cl.+:10 A Of• /2)(6 60 e6:t .Jr 0.A a V PKt it.-0.‘\‘‘"t"ciY1,4 WOO 11,5i.\\n'3 F-GLI.-tr)., Dbkik.".4.„Se.k 0 - Lk SfOotk S AAACS r\., Gro v,k-5\,k'0"6 6,54t4fic.)v , CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless othe oted.fhave found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. 1!4. Inspector:MARIO BATTAGLIA Cert 350 /Xg/i‘ Signature Date Insp. Date:Day I:Day 2:Day 3:Day 4:Day 5:"rte. Time Start:it): b 0 Time Stop:(4 1A) AV' Approved By:A. Project Superintendent ,4111* ySAMPO ENGINEERING. INC. July 11, 2016 1.1 I Page 1 of 1 City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008 Subject:Height Verification Letter for Grading Plan No. 486-2A, Hirschkoff Residence, Project No. CDP 14-13, APN:155-180-28, Jefferson Street, Carlsbad, CA To Whom It May Concern, On July 7, 2016 our office performed a field survey at the referenced project to determine the average elevations of the top of parapet that has been created. The results of our survey are as follows: Top of Parapet: Approved Building Plan Top ofParapet Elevation =96.42' Field Measured Average Top of Parapet Elevation =96.31' Please feel free to contact me if you have questions. Sincerely, Vince Sampo, PE, PLS , '' (President No. 7655 1 171 Saxony Road, Suite 213 •Encinitas, CA 92024 •phone: 760-436-0660 •fax: 760-436-0659 info@sampoengineering.com ......_..._ SAMer "P '-) cENGINEERING. INC.ti Decembjz:91.52_011351 Page 1 of 1 Doug Bauer Bauer Pacific Construction 243 N. Highway 101, Suite 12 Solana Beach, CA 92075 Subject: Hirschkoff Residence, APN: 155 -180-28 Jefferson St., Carlsbad, CA Dear Doug, On December 9, 2015 Sampo Engineering, Inc. surveyed the formwork for the new lower building foundation for the subject property. The formwork for the ground level is in substantial conformance with our previously staked building lines. The results are as follows: Average Elevation at Top of Surveyed Forms: 61.53' Finished Floor Elevation per Plan: 61.50' Please feel free to contact me if there are any questions. Sincerely, ovk0 S :4 ay. irA....‘eV L ail;1..g. te/.....s.42- .il filimNo. 44173 2tcVince Sampo, PE, PLS *President AP s-°P g Al-463:1' 171 Saxony Road, Suite 213 •Encinitas, CA 92024 •Phone: 760-436-0660 •Fax: 760-436-0659 info@sampoengineering.com Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 •Fax (619) 588-5955 Inspection Report Project Name:PI ff 5 ea/ kc) 7;4 ,Z".5'f.PS'a^_ /(-Z.Page:of Report #:1"/ Project Address:1') 5/3 J.Nerfl•-e—v 5 CV.5:r.Permit #:CP)15- 041.0 Architect:..7 --PJ File #:-... 43t.Engineer:DSA #: Contractor:P A f I e Ati-e ;3410 GI -4.e'-.I:51C ; .C Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S.Bolts H.S. Bolts /Plans/Specs-.-n. Masonry Prisms Conc.PSI .Clearances Concrete Mortar/Grout Grout PSI .._positions Fireproofing Conc. Cylinders Mortar PSI Sizes_____........_ Epoxy 11 A Fireproof 400'Steel ire 4ip Laps . e.Other:Pik Other:Elect ire Consolidation Other:Other:Fireproof Torque Ft. Lbs:iI Other:Other:Other:Other:It Other:Other:Other:Other: ,..),r Otheroar-/A -7 r_.../--.7.1e e„r)`...-"/cif —:"?..ir A)6 5.„„./4 .„b-/''t' fi.t .0-0.74 7)C-si 72--4.)t.-. 0./(-Cc 1)ifs...6 -vv s..€1,rne 7 r/et, 5 Gi-.Xe .L.ms, _.4---/t4.--.,i 74.4../%t ilitA /4 .-.Afrcci ...... A/616:6..74:1 .-.-7‘C ..:......tec F.ill «74-,-.,Ay"r: CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise d.I have found this work to .•• ,,,:. comply with the approved plans, specifications, and applicable sections of the governing building laws..4 Inspector:MARIO BATTAGLIA Cert:350 /217/(rJ Signature Date .• Insp. Date:Day I:Day 2:Day 3:Day 4:Day 5:i .'i ' Time Start . Time Stop: Approved By: Project Superintendent •, ENGINFERING 11111 pF.S.,IgN GROUPTRRUiVRTIRfft0'114trRINIfIgr" ''''1'"''9' .2121 Montiel Road, San Marcos, California 92069 •(760) 839-7302 •Fax: (760) 480-7477 . www.designgroupca.com FOOTING OBSERVATION SUMMARY Date:11-5-15 Project Name:Hirschkoff Residence Address:Jefferson St, APN 155-180-28, Carlsbad, California Footing Location:Caissons Reference:"Limited Geotechnical Investigation and Evaluation, New Hirschkoff Residence to be lcicated at Jefferson Street (APN 155-180-28), Carlsbad, California" Prepared by Engineering Design Group Dated June 19, 2015. Observation of Summary: A representative of E.D.G.observed on-site soil conditions.Soil conditions for the AB Initials proposed caissons are substantially in conformance with the referenced soils report. A representative of E.D.G. observed and measured caisson excavation depth/width. Caisson excavations extend to proper depth and competent bearing strata, and are AB Initials acceptable for new foundations. A representative of E.D.G. measured footing setback from slope face.The setback AB Initials was in generally found to be acceptable per the recommendations of the soils report. Notes to Superintendent/Foreman 1.Caisson excavations shall be checked for sloughage and cleaned of loose debris as necessary and thoroughly moistened just prior to placing concrete. 2.In the event of a site change subsequent to our footing/caisson observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations. c11 -5-15 Representative of ENGI EER1NG DESIGN GROUP Date