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HomeMy WebLinkAbout1079 Chinquapin Ave; ; CB162175; Permit(city of Carlsbad Residential Permit Print Date: 04/09/2018 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1079 Chinquapin Ave BLDG-Residential 2061203900 $298,167.00 HOENIG RESIDENCE Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Description: HOENIG: 1858 SF LIV/ 441 SF GARAGE/ 281 SF DECK Applicant: Owner: Single Family Detached DEV16015 ALAN HOENIG 1075 Chinquapin Ave CARLSBAD, CA 631-897-1083 CO-OWNER HOENIG ALAN & JOZEFA 1075 Chinquapin Ave BUILDING PERMIT FEE $2000+ DRAINAGE FEE PLDA B Medium Runoff CARLSBAD, CA 92008 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK MECHANICAL BLOG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES-outside CFD SB1473 BUILDING STANDARDS FEE SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1-Medium SWPPP PLAN REVIEW FEE TIER 1-MEDIUM TRAFFIC IMPACT Residential Single Fam. Outside CFO WATER METER FEE 1" Displacement WATER SERV!CE CONNECTION FEE 3/4" DISPLACEMENT (P) Total Fees: $20,339.49 Total Payments To Date: $20,339.49 Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES !T APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitatlon has previously otherwise expired. Permit No: CB162175 Closed -Finaled 06/06/2016 12/12/2016 PB urn 4/9/2018 3:43:52PM $0.00 $1,329.49 $1,808.40 $66.00 $166.00 $92.00 $182.00 $10,435.84 $12.00 $899.00 $38.76 $232.00 $SS.OO $3,230.00 $85.00 $1,708.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: ["]PLANNING [J ENGINEERING rJBUII.OING Q flRE [jHEALTH [] HAZMATIAPCO (city of Carlsbad EXISTING USE ADDRESS CITY STATE Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.oarlsbadoa.gov CONTRACTOR BUS. NAME s eIH (i{}EN. l G ADDRESS D.... ~ . 4. c;; B 08 ZIP --·-·-·-·-·-··L~---?0< ---· ---- c1TY GM-L6 filtvJ STATE ZIP c1 U) f e PHON_E_·-_-_--_-_·_-_· __ -_-______ _,_FA_X_-__________ +P-H_O_N_··~.//J0 -~~---'~1~'~•,.,.__t3_·_~F-AX~-------~-----l EMAIL EMAIL ··-··-·-····---·-··--·----·--·-----STATELIC.# STATEUC.i,~ 7 c· 70 -CITY BUS. LIC.# ------ (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 sll1)1ed statement tnat 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 !hat he is exempt therefrom. and the basis for the alleged exemption. Any violation of Section 7031.5 by any appllcanttor a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). Worlie rs' Compensllion Declaration: I hereby affirm under penalty of perjury one of /he foUowing declaralions: 0 I have and wlll maintain a certlficote 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 1s issued. D I have and will maintain workers' compensation. as 1'9Quired bv Section 3700 of the Labor Code. for lhe performance of lhe work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co... ·---·--··--····--·-·---Pohcy No.--------··----··--_ ·--·-. _ Expiration Date .. _ ·---------·· __ _ This section need not be comp le tad if lhe permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certdy that in lhe pertormance of the work for v.tlich this po1mit is issued. I shall not employ any porron in any manner so as to become subjecl to lhe Workers' Compensation Laws of California. WARNING: Failure to secure workera' compensation coverage ls unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's lees. _e5 CONTRACTOR SIGNATURE 0AGENT DATE I hereby affirm that I am exemp/ from Contractor's LiaJnse Law for the lo/lowing reason: D I. as owner of the property or my employees with wages as their sole compe11Gabon, will do lhe work and lhe structure 1s not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors L1COnse Law does not apply to an owner of property who builds or improves thereon, and who doos such work himself or throogh his own employees, provided thal such improvements are not intended or offorod for sale. If, hcwever, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving lhat he did not build or improve for the purpose of sale). ~ I, as owner of the property, am exclusively contracting with licensed conlractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's l.,oonse Law does nol apply to an owner of property who builds or improves !hereon, and contracts for such projects wilh contractor(s) licensed purauant to the Contractor's License Law). D I am exempt under Section __________ Business and Professions Code for this reason: 1. I personaUy plan to provide the major labor and materials for constructoo of the proposed property improvemenl 0 Yes 0No 2. I (have I have not) signed an application fO: a bulding pormit for the proposed worl<. 3 I have contracted with the following person (firm) to provide the proposed construction (include name address I phcne I conlractors' license number): 4 I pion to provide poruons of the work, butt have hired the followmg person to coordinate, superv,,e and provide the maior work (include name I address I phcne I contractors' license number) ~ 5 I will provide some of the work, but I have contracted (hired) tho following persons to provide the work indicated (include name I address I phcne I type of work): R:f PR:::::RSIGNATURE ~ .ii-~. -···--·--·-·---~:G~:T ---· DATE ~ -6-20/b I oef1!fy that! have read theappllcation and state that theabovelnfomlatioll ls COll'eGtand thattheinfomlatlonon the plans is aocurate. I agree to comply with all City olllnaooes and Slate laws relating ID blJlldlngconstruction. I hereby authorize representAtive cJ 1he Cityol Carlsbad to enter upon the above mentooed Jrol)elly for inspectm purposes I ALSO AGREE ro SAVE, INDEMNIFY AND KEEP HARM..ESS THE CITY OF CARLSBAD AGAINST All LIABILITIES, JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE Of THE GRANTING OF THIS PERMIT. OSHA: An OSHA poonit is required b excavatlons (MJ( 5'0' deep and demolition or oonstruction ct stnciures over 3 roils in heighl EXPIRATION Every perm~ ISSuod by the Ekl*ling Official tnder the p!tlllisois of this Code shalt expre by im,taoon and become ool and \uJ t Uie ruklilg or wak authorized by such permt is not commenced wit!m 180 days Iran Vie dale of sudl ()llfmil or i tie bultg or wor1< ~r b1 sudl petrn( IS susperood or abandoned at any tine alter the wor1< is commenced for a peood of 180 days (Section 106.4.4 Urnbm El.Jil:l,ig Code). ,#5 APPLICANT'S SIGNATURE ~ DATE 6 / $ /.2-C>/b ' . , , PERMIT INSPECTION HISTORY ~EPORT (CB162175) Permit Type: BLDG-Residential Application Date: 0610612016 Owner: CO-OWNER HOENIG ALAN & JOZEF A Work Class: Single Family Detached Issue Date: 12112/2016 Subdivision: THUM LANDS RESUB POR TCTS 238 & 243 Status: Closed -Finaled Expiration Date: 07/2512018 Address: 1079 Chinquapin Ave Carlsbad, CA 92008 IVR Number: 714972 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Relnspectlon Complete Date Start Date 09/13/2017 BLDG·23 034736-2017 Passed Paul Burnette Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-SW-Pre~on 022337-2017 Passed Jonathan West Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04/10/2017 0411012017 BLDG-21 019439-2017 Passed Jonathan West Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/21/2017 04/21/2017 BLDG-11 020788-2017 Passed Andy Krogh Complete Foundatlon/Ftg/Pler s (Rebar) 05/22/2017 05122/2017 BLDG-17 Interior 024052-2017 Failed Paul Burnette Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0711412017 07/1412017 BLDG-15 028916-2017 Passed Andy Krogh Complete RooffReRoof (Patio) 08/1512017 08/15/2017 BLDG-13 Shear 031683-2017 Passed Paul Burnette Complete PanelsfHD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/25/2017 08126/2017 BLDG-84 Rough 032769-2017 Failed Paul Burnette Relnspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 08/28/2017 08/28/2017 BLDG-84 Rough 032922-2017 Failed Andy Krogh Reinspection Complete Combo(14,24,34,44) Aprll 09, 2018 Page 1 of 3 PERMIT INSPECTION HISTORY REPORT (CB162175) Permit Type: BLDG-Residential Application Date: 0610612016 Owner: Work Class: Status: Scheduled Date 08/30/2017 09/13/2017 01/23/2018 01/26/2018 April 09, 2018 Single Family Detached Issue Date: 1211212016 Subdivision: Closed -Finaled Expiration Date: 0712512018 Address: Actual Start Date 08/30/2017 09/13/2017 01/23/2018 01/26/2018 IVR Number: 714972 Inspection Type Inspection No. Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks} BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-84 Rough 033226-2017 Combo(14,24,34,44) Checklist Item BLOG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLOG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-17 Interior 034627-2017 Lath/Drywall Checklist Item BLDG-Building Deficiency BLDG-18 Exterior 034526-2017 Lath/Drywall Checklist Item BLDG-Building Deficiency BLDG-21 046569-2018 Underground/Underf loor Plumbing Checklist Item BLDG-Building Deficiency BLDG-81 046981-2018 Underground Combo(11, 12,21,31) Inspection Status Primary Inspector COMMENTS Draftstop chases between floors Add cts218 straps to shear walls that have overbore I overnotch areas, add cs straps to not shearwalls Relocate smoke detectors two locations for 3' clearance Passed Paul Burnette COMMENTS Oraflstop chases between floors Add cts218 straps to shear walls that have overbore I overnotch areas, add cs straps to not shearwalls Relocate smoke detectors two locations for 3' clearance Passed Paul Burnette COMMENTS Passed Paul Bumette COMMENTS Passed Andy Krogh COMMENTS Sewer Passed Paul Burnette CO-OWNER HOENIG ALAN & JOZEF A THUM LANDS RESUB POR TCTS 238 & 243 1079 Chinquapin Ave Carlsbad, CA 92008 Reinspection Complete Passed No No Yes No Yes Complete Passed Yes Yes Yes Yes Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Complete Page 2 of3 PERMIT INSPECTION HISTORY REPORT (CB162175) Permlt Type: BLDG-Residential Application Date: 06/06/2016 Owner; CO-OWNER HOENIG ALAN & JOZEF A Work Class; Single Family Detached Issue Date: 12/12/2016 Subdivision: THUM LANDS RESUB POR TCTS 238 & 243 Status: Closed -Finaled Expiration Date: 07/25/2018 Address: 1079 Chinquapin Ave Carlsbad, CA 92008 IVR Number: 714972 Scheduled Actual Primary Inspector Complete Date Start Date Inspection Type Inspection No. Inspection Status Reinspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-11 Foundation-Ftg-Piers Yes (Rebar) BLDG-12 Steel-Bond Beam Yes BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring 03/06/2018 03/12/2018 BLDG-Fire Final 061561-2018 Passed Carisa Workman Complete Checklist Item COMMENTS Passed FIRE-Building Final Yes 03113/2018 03/13/2018 BLDG-Final 051568-2018 Failed Michael Colllns Reinspectlon Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency See card for corrections No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 04/09/2018 04/09/2018 BLDG-Final 054331-2018 Passed Paul Burnette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency See card for corrections Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes April 09, 2018 Page 3 of 3 A , t 1•rt 1u 1r E 1r-t 11.1, AF'F'CJRDABLE INSPECTIONS PR::WIDED SPEX::IAL INSPECTICN O <XNCRETE SERVICES FOO THE FDLlDWING: D ~CNRY D FIREPRCOFING 0 SIBEL ASSEMBLY/WELDING D EEOXY AN:H:RS/IXWELS ~ SHEAR WALL FRAMING SYSIEM 760-846-1464 PO Box 900864 San Diego,CA 92190 www.AccuTechSD .com JBietz@AccuTechSD.com D DATE: o5-(&f, l t 0 TESTING/SAMPLING D OIHER: BLt:G PERMIT: II'"~ I ( ...... -Z.1':1 5 PI.AN FIIE: I \J' CWNER: ARC:lUTECT: TIME IN: I cm: I I MIIES : I ENTINEER: ,, (%-,L' I I :,- ,1 ,, .t •.• 1, 'i A ~ -, 0/~ I T \ i \ ... . 'r I \ I ;f" 1,,,..-lf'·~ .. 1 ,.J _ .; I l I -' ·-~ -_, . .-:....._ . . ·' r ,,, .. ~ I II 1 r • » i .-, I lt,_"·,,, ·1 ih \).\ l(, .t ,•J \:' ti, I ,, , \ ) .. 1 I \·\ /'"\ I -,fl ' ~ ){\_\\) 1 1":,.\(_ g;. \ h \ -:., '-, '( \. ' ~ ,,:'\. .:/.·/' 'tr:.~-f • ·,tn,, -I "'" / " ' ..,/';,,.,... '" .. '> ~"'f;.>"/ ,w ,, ~,··~. "'., ... -· ,> ~·--' -•. ·- SPEX::IAL INSPECTICN IX:ES NOT RELIEVE THE <JvNER, CDNIRJ\CTCR CR BUillER OF THEIR RESPCNSIBILITY TO PERFOPM ALL WrnK PER THE APPROI/ED PI.ANS, SPECIFICATIONS AND APPLICABIE BUIIDIN:; CDDE. FDR ANY N:N-(l)NFDRMIN:; I'IEMS PIEASE SCHEDUIE FDR RE- IN.SPECTICN. ALL IDRK PERFORMED IS BILIED IN 4 !DUR IlCREMENI'S ACXX)RDIN:; 'IO CUR CURREN!' RATE SOHEWLE. I AGREE 'IO INIEMNIFY AND IDLD HARMIFSS THE IN.SPEL'lffi AND ACXlJTEx:::H AFFDRD1IBIE INSPECTICNS FDR ANY AND ALL D~GES WHETHER l\CCIIE.\ITAL CR INTENTIONAL. I WIIL PK'i FDR ANY AND ALL ATTORNEY AND CXlJRT <DSTS. I WIIL PK'i FDR ANY AND ALL ~S BRWGHI' AGAINST THE INSPEC'IOR AND/CR AO:UI'EO:l AFFCroABLE INSPECTICNS DUE 'IO ANY'Ilil1'G RELA'IED TO THIS PRCIJECT. I I DA'IE : Ccityof Carlsbad CIRCUIT CARD B-36 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov THJS CARD MUST BE FILLED OUT AND AV Al LAB LE AT THE SERVICE E( UIPMENT FOR THE ROUGH INSPECTION Address: 0 11 C.1,, : t\. ti L ~ .1) ;· •"'- -.I -.- PennltNumber. --~ ''-v-..,, 1 -u 0 Owner: ll I h " ~ 2.e..:C\.. 1-1-,, .. :~ i Phone: 2;). <t't Contractor: <; e/ it. /-lo~; f. Phone: 71.D->/'IS-71,l,c:, Area in Sq. Ft PANEL: ?..Cl> b. -A.I.C. VOLTS !II WIRE LOCATION CKT BKR WIRE MISC REC LTG MISC WIRE BKR SIZE SIZE TYPE REC SIZE TYPE SIZE CKT LOCATION J,. ;-!,Lo .. 1 2..o 1-Z.. C.v l.. C-f 15"" 2 «> ··-l~d.e.., I J:l. I~ l't 5< I . Zo 4 l?w 'I L["tl.. q G-5 2.o I z.. b I -z..o 6 !=" r1,h .._ ~.d-7-~ 7 -z..o 12. '7 I 20 8 FAt.1 r:...1 • ..,,.'£' 9 ·~ l'-t I t.. Z.o 10 k.,+c.t.u. ' 11 z.o 17 .v...; .1'i""7',. < (5" 12 .51;> ~ c..o ,., P<ftfr;-B 13 IS-I '"I I , 7 7-o 14 b..'IL.. C..P-1" , ,u,~ J-, 15 z. () ( "Z-:1. I J..f {~ 16 ~ """',i,.. .. ~. ' l>V"A· , 17 et O /h I ;I.. I!> 18 ?11ri..k\....:, A<::.. 19 ,. '" ~ I 20 . 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 I 40 41 42 MAIN:0 zoo AMP BRK/FUSE O MLO Computed Load AMPS BUS: AMP See Calculation Worlcsheet on back Service entrance or feede/onductors: Branch circuits required: A) Size: No. z.. O B) Type: g CU D AL A) Lighting Circuits 220 -3(b), 4(d) B) Two Small Appliance Circuits 210-11(e) C) Insulation: D) Conduit Size:~ C) Laundry Circuit 220-16(b) Service groundlbo~ ~ B) Type: 18 CU O AL D) Central Heating Equipment 422-12 A) Size: No. E) Bathroom 210 • 52(d) ~ Clamp location(s): UFER 250-50(c) Remarks: ~Water Pipe 250-104 Ground Rod . 250-52 ~ r-$ f.'lcL GFCI locatio s 210 -8, 0-70: I certify that all terminations have been torqued in accordance with manufacturer's Jg Bathroom(s) !&Kitchen instructions and that the work shown on this circuit card represents the full extent of D Garage(s) OHydromassage Tub the work performed under this permit. SOutdoors D D Owner AFCI Protected Circ. 210 -12 p.contractor ;2Jjf:!:i ~t!<.1.,,j •,nz."B.liz l&Bedroom(s) ja.Slgned J.; ' Date ' B-36 Page 1 of 2 Rev. 03/09 SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION As an altematlve method, the STANDARD METHOD found In ARTICLE 220 of the National Electric Code, may be used 1. GENERAL LIGHTING LOADS Dwelling I )j> S 8" sq. ft. x 3 VA= 220-3(a) 5:'5"74 VA Small appliance loads -220-16(a) 1500 VA x "1 circuits= , o oo VA Laundry load -220-16(b) 1500 VA x circuits= f ~ Do VA · I 3 ? LA General Lighting Total O -, VA 2. COOKING EQUIPMENT LOADS -Nameplate Value Range VA= 72"° Ji, VA Cooktop VA= ____ VA "z1 = VA -IS: a' "' ..,_,...l.. .0¥erl' (s) i" d'ii1i VA = Cooking Equipment Total 'jtQZl;> VA 3. ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) Dryer VA= 4. FIXED APPLIANCE LOADS 230-30 (b) (3) Dishwasher = Disposal= Compactor= Water Heater = Hydromassage Bathtub = Microwave Oven = Built-in Vacuum = Dryer Total._-___ VA /~ VA _,_/.,elllfl>~-VA ____ VA _...::..._ __ VA ____ VA / IJ'UV VA ____ VA _____ = ____ VA . 2 Fixed Appliance Total ?CTIJ"l> VA 5. OPTIONAL SUBTOTAL (Add all of the above totals) '1:.11s7•J VA ~ I :a,.q 1\-;;. • .'-{o 7'-1 6. APPLYING DEMAND FACTORS -TABLE 220-30 First 10,000 VAx 100% = 10,000VA ~3() VA~ Optional Subtotal (from line 5) { Remaining VAx40%= S-63D 7. HEATING OR AC LOAD -TABLE 220-30 ::;J. :{G'7i' VA 'gL.{6l> Larger of the Heating or AC Load = 8. OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = ~~ ~ ";'z, VA i <t,oJo 9. MINIMUM SERVICE SIZE = Optional Loads Total = 17, 'J.. Ampere 240 Volt (Please put total on front of card under Computed Load) DATE: Nov 23, 2016 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2175 EsGil Corporation In <Partnersfiip witfi government for <Bui{aing Safety SET IV PROJECT ADDRESS: 1079 Chinqupin Ave PROJECT NAME: Hoenig New SFR D APPLICANT ~RIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted-. ---Telephone#: Date contacted: (~1) Email: Mail Telephone Fax --l/. /erson ~ REMARKS: Plan sheets 7 and 8 were submitted as supplemental sheets to set 3. Applicant to add new plan sheets 7 and 8 to the set of plan held at the city to match the plan set being approved. By: Rich Moreno for D.A. Enclosures: EsGil Corporation D GA D EJ D MB D PC Nov 17, 2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In ~artnersnip witn qovernment for <BuiCaing Safety DATE: 10/28/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2175 PROJECT ADDRESS: 1079 Chinqupin Ave PROJECT NAME: Hoenig New SFR SET III D _faPPLICANT ~JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Alan Hoenig D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Alan Hoenig Telephone#: (760) 689-2526 ~e contacted: I O~=f-tby'(t:_y Email: alanhoenig@gmail.com ~ail Telephone Fax In Person D REMARKS: By: Dwight Ashman EsGil Corporation D GA D EJ D MB D PC Enclosures: 10/24/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,., tarlsbad 16-2175 10/28/2016 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expediti ;11s processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. :=1-<AMING 11. You have chosen to use the conventional construction bracing provisions outlined in the CRC. Provide documentation to show that the plans comply with the Braced Wall provisions of Section R602.10. Include the following: a) Pease review braced wall location requirements per R602.10.2.2.1. Braced wall that do not begin at the end of a braced wall line must have a minimum 18001b hold-down. There are many locations where this applies. No vertical hold downs or straps shown for 2nd story braced wall panels. On the foundation plans hold-downs are shown not at braced wall panels, but at building corners. Please provide hold- downs at the braced wall panels. b) If the above items cannot be provided or if the building does not satisfy the conventiona! cracing provisions, then provide design calculations from a licensed Engineer or Architect to show compliance. No response received. Please review CRC section R602.10.2.2.1, there is an example at figure R602.10.2 condition 5 that may help. The hold downs need to be at the braced wall panels. Carlsbad 16-2175 10/28/2016 MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they arr., located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Dwight Ashman at EsGil Corporation. Thank you. t DATE: 09/21/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2175 EsGil Corporation In <Partnersnip witn !,ovemment for (}Juiltfing Safety SET: II PROJECT ADDRESS: 1079 Chinqupin Ave PROJECT NAME: Hoenig New SFR D;APPLICANT IY JURIS. D PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Alan Hoenig D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Alan Hoenig Telephone#: (760) 689-2526 1Date contacted:"/ 2-' /I (,(by: :!Kl Email: alanhoenig@gmail.com J;Mail Jrelephone Fax In Person D REMARKS: By: Dwight Ashman EsGil Corporation D GA D EJ D MB D PC Enclosures: 09/15/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 I Carlsbad 16-2175 09/21/2016 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. FRAMING 11. You have chosen to use the conventional construction bracing provisions outlined in the CRC. Provide documentation to show that the plans comply with the Braced Wall provisions of Section R602.10. Include the following: a) Pease review braced wall location requirements per R602.10.2.2.1. Braced wall that do not begin at the end of a braced wall line must have a minimum 18001b hold-down. There are many locations where this applies. No vertical hold downs or straps shown for 2nd story braced wall panels. On the foundation plans hold-downs are shown not at braced wall panels, but at building corners. Please provide hold- downs at the braced wall panels. b) If the above items cannot be provided or if the building does not satisfy the conventional bracing provisions, then provide design calculations from a licensed Engineer or Architect to show compliance. Carlsbad 16-2175 09/21/2016 MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Dwight Ashman at EsGil Corporation. Thank you. DATE: 06/15/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2175 EsGil Corporation In <Partnersnip witn government for <Bui{aing Safety SET: I PROJECT ADDRESS: 1079 Chinqupin Ave PROJECT NAME: Hoenig New SFR IJ APPLICANT ....-e(JURIS. IJ PLAN REVIEWER IJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Alan Hoenig D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Alan Hoenig Telephone#: (760)684-2526 .L:Pate coptacted: lR f \ S (by:})'.:) Email: alanhoenig@gmail.com "t;/Mail / ~ni;i.., Fax In Person D REMARKS: ~ By: Dwight Ashman EsGil Corporation D GA D EJ D MB D PC Enclosures: 06/07/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 16-2175 06/15/2016 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 16-2175 JURISDICTION: Carlsbad PROJECT ADDRESS: 1079 Chinqupin Ave FLOOR AREA: Dwelling = 1858 Garage= 441 Balcony = 281 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 06/06/2016 DATE INITIAL PLAN REVIEW COMPLETED: 06/15/2016 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: 25' DATE PLANS RECEIVED BY ESGIL CORPORATION: 06/07/2016 PLAN REVIEWER: Dwight Ashman This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2013 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC and 2011 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 16-2175 06/15/2016 • PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." 3. Please review provided notes on sheet 2. Many notes are either: conflicting, not applicable, or reference incorrect code sections. Please see the following examples (this list may not be all-inclusive, check all) a) Design criteria shows floors as 40/30 psf Ll+DI. Please note that this is the minimum live load -dead load will be added to this value. b) Mechanical notes state that all equipment is existing. c) Electrical lighting notes are from old energy standards. See below. d) Electrical notes H&J specify battery operated. In new construction these must be hard-wired. e) Building notes 3.E references 2005 NEC. • FIRE PROTECTION 4. An automatic residential fire sprinkler system shall be installed in one-and two-family dwellings (not required for additions if the existing dwelling doesn't already have a sprinkler system). Please clearly note this on the plans. Section R313.2. Carlsbad 16-2175 06/15/2016 • EXITS, STAIRWAYS, AND RAILINGS 5. Guards (Section R312): a) Shall be detailed to show capability to resist a concentrated load of 200 pounds in any direction along the top rail. Table R301.5. 6. Provide stairway and landing details. Section R311. 7. a) Maximum rise is 7-3/4" and minimum run is 10", measured from the nosing projection. Where there is no nosing, the minimum run is 11". b) Minimum headroom is 6'-8". c) Minimum width is 36". d) The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 7. Handrails (Section R311.7.7): a) Shall be provided on at least one side of each stairway with four or more risers. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. c) The handgrip portion of all handrails shall be not less than 1-Y. inches nor more than 2 inches in cross-sectional dimension. See Section R311.7.8.3 for alternatives. d) Handrails projecting from walls shall have at least 1-% inches between the wall and the handrail. e) Ends of handrails shall be returned or shall have rounded terminations or bends. • ROOFING 8. Specify on the plans the following information for the roof materials, per Section R106.1.1: a) Manufacturer's name and product name/number. b) ICC approval number, or equal. 9. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/16" minimum to Y." maximum openings. Section R806.1. Carlsbad 16-2175 06/15/2016 • FOUNDATION REQUIREMENTS 10. Provide a soils report for this project. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. Prior to submittal please review the soils report and: a) Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). b) If the soils engineer recommends that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that i) The building pad was prepared in accordance with the soils report, ii) The utility trenches have been properly backfilled and compacted, and iii) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." • FRAMING 11. You have chosen to use the conventional construction bracing provisions outlined in the CRC. Provide documentation to show that the plans comply with the Braced Wall provisions of Section R602.10. Include the following: a) Pease review braced wall location requirements per R602.10.2.2.1. Braced wall that do not begin at the end of a braced wall line must have a minimum 18001b hold-down. There are many locations where this applies. b) If the above items cannot be provided or if the building does not satisfy the conventional bracing provisions, then provide design calculations from a licensed Engineer or Architect to show compliance. • MECHANICAL 12. Show the minimum 30" deep unobstructed working space in front of the attic installed furnace. Section CMC Section 904.10.3. 13. Note that passageway to the mechanical equipment in the attic shall be unobstructed, have continuous solid flooring not less than 24 inches wide, and be not more than 20 feet in length from the access opening to the appliance. CMC Section 904.10. Carlsbad 16-2175 06/15/2016 14. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic. CMG Section 904.10. 15. Show how the dryer will be provided with a minimum 100 inches of make up air. Louvered doors? • ELECTRICAL 16. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52. 17. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 a) Tamper resistant receptacles for all locations described in 210.52 (i.e., all receptacles in a dwelling). b) Weather resistant type for receptacles installed in damp or wet locations (outside). c) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.8(A): Family, living, bedrooms, dining, halls, etc. d) GFCI protected outlets for locations described in NEC 210.8: Kitchens, garages, bathrooms, outdoors, within 6' of a sink, etc. • RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additions/alterations that increase the building's conditioned area, volume or size. CGC Section 303.1.1. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 18. Electric Vehicle Charging. Note on the plans that electrical vehicle supply equipment (EVSE) is required in NEW one and two family dwellings and townhomes with attached garages. Show on the plans the location of the electrical vehicle supply equipment. The EVSE must consist of minimum 1" conduit extending from the main panel to a junction box where the EVSE receptacle will be provided. The main service panel must be sized to accommodate 208/240 Volt, 40 amp dedicated branch circuit. For new multifamily dwellings, where there are 17 or more units, 3% of the total parking spaces, but not less than one, shall be equipped with electrical vehicle charging stations. EVCS shall be shown on the plans in common use areas available to all residents. CGC 4.106.4. Carlsbad 16-2175 06/15/2016 19. Storm water drainage/retention during construction. Note on the plans: Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC 4.106.2. 20. Grading and paving. Note on the plans that site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC 4.106.3. Exception: Additions not altering the drainage path. 21. Note on the plans that for new residential construction where landscape irrigation water is planned a water budget shall be developed that conforms to local landscape ordinance or the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO), which ever is more stringent. To view the MWELO: http://www.water.ca.gov/wateruseefficiency/docs/MWELO TbContent Law.pdf For the local landscape ordinance check with City/County Planning Department. CGC 4.304.1. 22. Note on the plans that automatic irrigation system controllers shall comply with the CGC Section 4.304.2 as follows: A. Controllers shall be weather or soil moisture based that automatically adjust irrigation in response to changes in needs as weather conditions change. 8. Weather based controllers shall have separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture based controllers are not required to have rain sensors. 23. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 4.408.1. 24. Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan to the jurisdiction agency that regulates waste management, per CGC 4.408.2. 25. Operation and maintenance manual. Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC 4.410.1. 26. Note on the plans that the gas fireplace(s) shall be a direct-vent sealed- combustion type. Woodstove or pellet stoves must be US EPA Phase II rated appliances. CGC 4.503.1. 27. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 4.504.1. Carlsbad 16-2175 06/15/2016 28. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2. 29. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC 4.505.2.1. 30. Interior moisture control. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified in Section 4.505.3. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC 4.505.3. 31. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 32. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. • ENERGY CONSERVATION 33. For plans submitted for plan check on or after 7/1/14, provide a Prescriptive or Performance energy design, demonstrating compliance with current 2013 energy efficiency standards. Information and Forms are available at: www.energy.ca.gov/title24/2013standards The energy design will require registration with a HERS provider. 34. Include all applicable sections of the MF-1 R form with the plans. 35. All hot water piping sized %" or larger is required to be insulated as follows: 1" pipe size or less: 1" thick insulation; larger pipe sizes require 1 Y:," thick insulation. Note: In addition, the Y:," size hot water pipe to the kitchen sink is required to be insulated. ES 150.0U)2 Carlsbad 16-2175 06/15/2016 36. Provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) • Provide on the plans a complete gas pipe design. The gas load for the water heater shall be a minimum of 200,000 BTU/hr. Please update the gas loads and revise sizing as necessary. • A condensate drain installed no higher than 2" above the base of the heater that also allows for gravity drainage. + A 120 volt receptacle accessible to the heater installed within 3 feet. 37. Below grade hot water piping is required to be installed in a waterproof and non- crushable sleeve or casing that allows for replacement of both the piping and insulation. ES 150.0U) 38. Residential energy lighting requirements: ES 150.0(k) • In the kitchen, at least one-half of the wattage rating of the fixtures must be high efficacy. • In bathrooms, at least one fixture shall be high efficacy and all remaining fixtures shall be high efficacy or be controlled by a vacancy sensor. • Lighting installed in garages, laundry rooms, and utility rooms shall be high efficacy and be controlled by vacancy sensors. • High efficacy fixtures are required for all other rooms (not described above) or low efficacy fixtures are allowed if controlled by a dimmer or a vacancy sensor. • Outdoor lighting fixtures that are attached to a building are required to be high efficacy or be controlled by a combination photo-control/ motion sensor. Carlsbad 16-2175 06/15/2016 39. Please show all exhaust fans, and include required sone ratings. Residential ventilation requirements: • Kitchens require exhaust fans with a minimum 100 cfm ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. • Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture". • Residential bathroom exhaust fans shall be energy star rated and shall be control by a humidistat capable of an adjustment between 50 and 80% humidity. CalGreen 4.506.1. Exception: Control by a humidistat is not required if the bathroom exhaust fan is also the dwelling whole house ventilation. • Mechanical whole house ventilation must be provided. Identify the fan providing the whole house ventilation (complete with CFM) on the floorplans. For additions 1,000 square feet or less, whole house ventilation is not required. For additions over 1,000 square feet, the whole house ventilation CFM shall be based upon the entire (existing and addition) square footage, not just the addition. • All fans installed to meet all of the preceding requirements must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use calculation) or 3 "Sane" (for the intermittent use calculation). • MISCELLANEOUS 40. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 41. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D 42. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Dwight Ashman at EsGil Corporation. Thank you. Carlsbad 16-2175 06/15/2016 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2175 PREPARED BY: Dwight Ashman DATE: 06/15/2016 BUILDING ADDRESS: 1079 Chinqupin Ave BUILDING OCCUPANCY: BUILDING PORTION New SFD Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Type of Review: D Repetitive fee -3 Repeats AREA Valuation (Sq.Ft.) Multiplier 1858 Citv Est CB By Ordinance 0 Complete Review D Other D Hourly EsGII Fee Reg. VALUE Mod. D Structural Only f------il Hr. @ • ($) 298.167 298,167 $1,332.511 $866.131 $746.211 Comments: In addition to the above fee, an additional fee of $86 is due (1 hour@ $86/hr.) for the CalGreen review. Sheet 1 of 1 macvalue.doc + C9-tyof Carlsbad PLAN CHECK REVIEW TRANSMITTAL DATE: 10/25/2016 PROJE T NAME: HOENIG RESIDENCE Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: CB1621 5 SET#: 3 ADDRESS: 1079 CHINQUAPIN AVE PROJECT ID:CDP16-08 APN: 2061203900 ' VALUATION: $298,167 SCOPE OF WORK: NEW SFR 1858 SF PLUS DECK AND GARAGE D This plan che k review is complete and has been APPROVED by: ND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes X No This plan chec review is NOT COMPLETE. Items missing or incorrect are listed on the attached hecklist. Please resubmit amended plans as required. Plan Check C mments have been sent to: ALANHOENIG@GMAIL.COM To determine stat by one of the divisions listed below, please contact 760-602-2719. Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.go Remarks: LAND DEVELOPMENT 760-602-2750 D Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ValRay Nelson 760-602-27 41 ValRay.Marshall@carlsbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov HOENIG RESIDENCE Please Read Instructions: Outstanding issues are marked with X Items t iat conform to permit requirements are marked with ./ or have intenti nally been left blank. SLIP SHEET SIGNED APPROVED IMPROVEMEN T PLANS PARA ADJ 510 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Show on site plan: Driv way widths Exis ing or proposed sewer lateral Exis ing or proposed water service Sub it on signed approved plans: DW No. DWG 496-5 Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one ercent towards an adjoining street or an approved drainage course. [=] ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum ositive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography ·]size, location, alignment of existing or proposed sewer and water se ce(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. I Sewer and water laterals should not be located within proposed drivetays, per standards. I Include on title sheet: Site address Assessor's parcel number Legal description/lot number , For commercial/industrial buildings and tenant improvement ~rejects, include: total building square footage with the square footage for each differenJt use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. i Show all existing use of SF and new proposed use of SF. , 1 • Example: Tenant improvement for 3500 SF of warehouse to 3500 S~ of office. I i Lot/Map No.: BLK A LOT 4 MAP 2103 ADJ PLT 510 Subdivision/Tract: Reference No(s): E-36 Page 2 of 6 REV 6/01/12 .. HOENIG RESIDENCE PLAN CHECK NO# CB162175 CDP 16-08 APPROVED N/A MIT E-36 ' 2. DISCR~TIONARY APPROVAL COMPLIANCE ' •. ;><: .. 1 · ·· ~~ject does not comply with the following engineering conditions of approval for project no.: ll'f'IPROVEMENT PLAN FOR CURB SIDEWALK AND GUTIER *tNEED TO EXECUTE DRAINAGE HOLD HARMLESS AGREEMENT. ' I 3. DEDIC~ TION REQUIREMENTS DJ.dication for all street rights-of-way adjacent to the building site and any storm drain or utTiity easements on the building site is required for all new buildings and for remodels with a v1lue at or exceeding$ 24 ODO DD , pursuant to Carlsbad Municipal Code Section 18.40.030. I J o+dication required as follows: I I 4. IMPRqVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at i time of building construction whenever the value of the construction exceeds $1@0.000.00. pursuant to Carlsbad Municipal Code Section 18.40.040. PJblic improvements required as follows: ' l instruction of the public improvements must be deferred pursuant to Carlsbad unicipal Code Section 18.40. Please submit a recent property title report or current grant ed on the property and processing fee, so we may prepare the necessary Neighborhood provement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. F~ture public improvements required as follows: I Page 3 of 6 REV6/01112 .- HOENIG RESIDENCE r, ""' ,o. c,mm ' 5. GRADING PERMIT REQUIREMENTS NO GRADING PLAN REQDAS PER DAVID R. AND JASON G. The conditions that require a grading permit are found Code. '.]Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic ya ds (cut, fill, import, export and remedial). This information must be included on the pla s. If no grading is proposed write: "NO GRADING" Grading Permit required. ermit mus approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification m permit is not required.) All required documentation must b Construction Inspector y be required even if a grading provided to your Engineering The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. ··-··"''"····-· Minor Grading Permit required. See additional comments for reject-specific requirements. 6. MISCELLANEOUS PERMITS FOR IMPROVEMEN TWORK E-36 I XJ [[[]RIGHT-OF-WAY PERMIT is required to do work in city ri ht-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying int public storm drain, sewer and water utilities. ' ' Right-of-way permit required for: I *ANY WORK BEING DONE WITHIN THE PUBLIC RIGHT qF WAY* Page 4 of 6 REV 6/01/12 ., HOENIG RESIDENCE PLAN CHECK NO# CB162175 7. STORM!WATER E-36 Const~uction Compliance i i Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Storm Water Standards Questionnaire. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Indicate areas of impervious surfaces (patios.walkway, etc. ) and pervious areas (landscaping). Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of 6 REV 6/01/12 HOENIG RESIDENCE 8. WATER METER REVIEW Domestic (potable) Use EXISTING 5/S"METER UPGRADTO FS3/41" AT 3/4" RATE 9. FEES What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size sh II be a 1" meter. NOTE: the connection fee, SDCWA system capa ity charge and the water treatment capacity charge will be based on t size of the meter necessary to meet the water use requirements. fFYI ' For residential units the minimum size meter shall b 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be V.". Required fees have been entered in building perm t. Drainage fee applicable Added square feet Added square footage in last two years? 1 Permit No. Permit No. i Project built after 1980 I yes no yes no Impervious surface> 50% I yes no Impact unconstructed facility I yes no Fire sprinklers required ]yes no (1s add1t1~n over 150' from center hne) Upgrade yes lno No fees required 10. ADDITIONAL COMMENTS Attachments: Engineering Application Storm Water Form E-36 Page 6 of6 i I I Right-of-Way Appllcatlon/!nfo. i Reference Documents REV 6/01/12 i I I *~* Fee Calculation Worksheet*** I I ENGINEERING DIVISION ! Date: 06/09/2016 GEO DATA: LFMZ: 1 I B&T: Nil Bldg. Permit#: CB162175 Prepared by: VALRAY ~ELSON Address: 1079 CHINQU/\PIN AVE Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFD 185~ SF Sq.Ft./Units ! Types of Use: i Sq.Ft./Units Types of Use: 1 Sq.Ft./Units Types of Use: I Sq.Ft./Units · EDU's: 1 EDU's: EDU's: EDU's: ADT CALCULATIONS.,List types and square footages for all uses. Types of Use: SFD 18 8 SF Sq.Ft./Units ADT's: 10 ADT FOR SFR Types of Use: I Sq.Ft./Units Types of Use: I Sq.Ft./Units Types of Use: Sq.Ft./Units · ADT's: ADT's: AD T's: FEES REQUIRED: Within CFO:; :YES (no ridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: I ]NW QUADRANT NE QUADRANT ,]SE QUADRANT LJW QUADRANT ADT' /UNITS: I X FEE/ADT: I=$ n/a mun 20.44.020 2.TRAFFIC IMPACT F E: ADT' /UNITS: 1 I X FEE/ADT: 3160 3. BRIDGE & THOROU HFARE FEE: DIST. #1 (USE SANDAG)ADT' /UNITS I X FEE/ADT: 4. FACILITIES MANAG MENTFEE ZONE: ADT' /UNITS: 1x FEE/SQ.FT./UNIT: 5. SEWER FEE EDU'~ 1 1x FEE/EDU: 881 BENEFIT AREA: EDU' 1x FEE/EDU: 6. DRAINAGE FEES: B PLDA: 'HIGH ACR S: .40 1x FEE/AC: 4473 7. POTABLE WATER F ES: I =s 3150 DIST.#2 I =$ N/A I =$ N/A I =s 881 I =$ N/A MEDIUM [ ]LOW I =s 11s9.20 UNITS CODE CONN. FEE METER FEE SDCWA FEE 1 FS 3/4 DIST.#3 TOTAL mJhis may not repr~sent a comprehensive list of fees due for this project. Please contact the Building division at (760) 602-2719 for a complete listing of fees••• ~i!Jof Carlsbad PLAN CHECK REVIEW TRANSMITTAL DATE: 09/22/2016 PROJE T NAME: HOENIG RESIDENCE Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: CB1621 S SET#: 2 ADDRESS: 1079 CHINQUAPIN AVE PROJECT ID:CDP16-08 APN: 2061203900 VALUATION: $298,167 SCOPE OF WORK: NEW SFR 1858 SF PLWS DECK AND GARAGE D This plan che k review is complete and has been APPROVED by: ND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes X No This plan chec review is NOT COMPLETE. Items missing or incorrect are listed on the attached hecklist. Please resubmit amended plans as required. Plan Check C mments have been sent to: ALANHOENIG@GMAIL.COM To determine stat by one of the divisions listed below, please contact 760-602-2719. Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.go Remarks: LAND DEVELOPMENT 760-602-2750 D Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ValRay Nelson 760-602-27 41 Va1Ray.Marshatl@carlsbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov -------·----~-·------.--------------• HOENIG RESIOENCE PL N CHECK NO# CB162175 Please Read lnstrudions: Outstandin~ issues are marked with iX' Items t flat conform to permit requirements are marked with ./ or have intentbnally been left blank. SLIP SHEET SIGNED APPROVED IMPROVEMEN TPLANS PARA ADJ 510 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Show on site plan: Driv way widths Exis · ng or proposed sewer lateral Exis ng or proposed water service Sub it on signed approved plans, DW No. DWG 496-5 [LJ Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one ercent towards an adjoining street or an approved drainage course. DADD THE FOLLOWING NOTE "Finish grade will provide a minimum ositive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography [._] Size, location, alignment of existing or proposed sewer and water serv ce(s) that serves the project Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed drive ays, per standards. Include on title sheet: Legal description/lot number I For commercial/industrial buildings and tenant improvement ~ 1 rejects, include: total building square footage with the square footage for each differen use, existing sewer permits showing square footage of different uses (manufacturing, wa ehouse, office, etc.) previously approved. i Show all existing use of SF and new proposed use of SF. I Example: I ' Tenant improvement for 3500 SF of warehouse to 3500 S1 of office. I i Lot/Map No.: BLK A LOT 4 MAP 2103 ADJ PLT 510 Subdivision/Tract: Reference No(s): E-36 Page 2 of6 REV 6/01/12 ... ,f ---------····-""··--· • HOENIG RESIOENCE PLAN CHECK NO# CB162175 CDP 16-08 N/A E-36 2. DISCR~TIONARY APPROVAL COMPLIANCE : Prpject does not comply with the following engineering conditions of approval for project no.: l~PROVEMENT PLAN FOR CURB SIDEWALK AND GUITER 'i I 3. DEDIC TION RE UIREMENTS D dication for all street rights-of-way adjacent to the building site and any storm drain or ut lily easements on the building site is required for all new buildings and for remodels with a v~lue at or exceeding $ 24 000 00 , pursuant to Carlsbad Municipal Code Section 18.40.030. I I I o,dicalion required as follows: I 4. IMPR VEMENT RE UIREMENTS r:::J Al needed public improvements upon and adjacent to the building site must be constructec;I 1-at lime of building construction whenever the value of the construction exceeds $1f 0.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.040. Prlic improvements required as follows: nstruction of the public improvements must be deferred pursuant to Carlsbad unicipal Code Section 18.40. Please submit a recent property title report or current grant ed on the property and processing fee. so we may prepare the necessary Neighborhood provement Agreement. This agreement must be signed,. notarized and a proved by the city prior to issuance of a building permit. ~~lure public improvements required as follows: Page3of6 REV6/01/12 -------·--~-·~·---.·--.--·-·--·---'---------,·------..... -------------- HOENIG RESIDENCE LAN CHECK NO# CB162175 5. GRADING PERMIT REQUIREMENTS NO GRADING PLAN REQDAS PER DAVID R. ANDJASONG. The conditions that require a grading permit are found in ection 15.16 of the Municipal Code. D Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic ya ds (cut, fill, import, export and remedial). This information must be included on the pla s. If no grading is proposed write: "NO GRADING" Grading Permit required. ermit mus approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification m permit is not required.) All required documentation must b Construction Inspector y be required even if a grading provided to your Engineering The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See additional comments for reject-specific requirements. 6. MISCELLANEOUS PERMITS FOR IMPROVEMEN TWORK E-36 D RIGHT-OF-~AY PERMIT is required to do work in city ri~ht-of-way and/or private work adjacent to the public right-of-way. Types of work includetbut are not limited to: street improvements, tree trimming, driveway construction, tying int public storm drain, sewer and water utilities. i Right-of-way permit required for: I 'ANY woru< "'"" DON, wm<JN '"' '""" "'""' 1' WAY' I I Page4of6 REV 6/01/12 ' • ·-···"---···--------------- HOENIG RESIDENCE PLAN CHECK NO# CB162175 7. STORM WATER E-36 Const uction Com liance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan {E-29). Please complete attached form and return {SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Storm Water Standards Questionnaire. I Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan {SUSMP) for reference. Indicate areas of impervious surfaces {patios.walkway, etc. ) and pervious areas {landscaping). I Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting {rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavemenUpavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of6 REV 6/01/12 .... , .• ·-·'"·------------------- I HOENIG RESIDENCE r~· '""'"'. c,mm 8. WATER METER REVIEW 1" NEW INDICATED ON PLANS PLEASE VERIFY Domestic (potable) Use [X] What size meter is required? [ii[] Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size sh II be a 1" meter. NOTE: the connection fee, SDCWA system capa ·ty charge and the water treatment capacity charge will be based on t size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall b 5/8", except where the residential unit is larger than 3,500 square feet o on a lot larger than one quarter (1/4) acre where the meter size shall be •"· 9. FEES Required fees have been entered in building permit. I Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 yes no yes Impervious surface > 50% yes no Impact unconstructed facility yes no Fire sprinklers required Dyes []no (is additi n over 150' from center line) Upgrade yes []no I No fees required 10. ADDITIONAL COMMENTS i I Attachments: Engineering Application • Stonn Water Form Right-of-Way AppllcaUon/jnfo. Reference Documents E-36 ' ; Page 6 of 6 REV 6/01/12 I ' .~. Fee Calculation Worksheet ... I ENGINEERING DIVISION Date: 06/09/2016 GEO DATA: LFMZ: 1 I B&T: N*I Bldg. Permit#: CB162175 Prepared by:vALRAY I ELSON Address: 1079 CHINQU ,PIN AVE Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFD 185 SF Sq.Ft./Units Types of Use: 1 Sq.Ft./Units Types of Use: i Sq.Ft./Units Types of Use: Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SFD 18! 8 SF Sq.Ft./Units Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units EDU's: 1 ·EDU's: EDU's: EDU's: ADT's: 10 ADT FOR SFR ADT's: ·· ADT's: AD T's: Within CFD:[]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) [{]NO 1. PARK-IN-LIEU FEE: [ vJNW QUADRANT NE QUADRANT 0SE QUADRANT [JW QUADRANT ADT': /UNITS: 2.TRAFFIC IMPACT Fl E: IX FEE/ADT: I =$ n/a mun 20.44.020 ADT': /UNITS: 1 I X 3. BRIDGE & THOROU ,HFARE FEE: (USE SANDAG)ADT' ,/UNITS I X FEE/ADT: 3160 DIST. #1 FEE/ADT: 4. FACILITIES MANAG MENT FEE ZONE: I =s 3150 [JDIST.#2 I=$ N/A ADT' /UNITS: I X FEE/SQ.FT./UNIT: I=$ N/A I =s 881 I=$ N/A 5. SEWER FEE EDU', 1 BENEFIT AREA: I EDU'; 6. DRAINAGE FEES: B ACR S: .40 7. POTABLE WATER F .ES: UNITS CODE 1 FS1 1x 1x PLDA: 1x FEE/EDU: 881 FEE/EDU: []HIGH FEE/AC: 4473 [{]MEDIUM [0LOW I =s 1789.20 CONN. FEE METER FEE SDCWA FEE 3934 356 4963 •••This may not repr •sent a comprehensive list of fees due for this project. DIST.#3 TOTAL Please contact the luilding division at (760) 602-2719 for a complete listing of fees••• ~ityof Carlsbad. PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 06/08/2016 PROJECT NAME: HOENIG RESIDENCE PROJECT ID:CB162175 APN: 2061203900 SET#: 1 ADDRESS: 1079 CHINQUAPIN AVE PLAN CHECK NO: 1 VALUATION: $298,167 SCOPE OF WORK: NEW SFR 1858 SF PLUS DECK AND GARAGE D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes X No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: ALANHOENIG@GMAIL.COM To determine status by one of the divisions listed below, please contact 760-602-2719. Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina. Ru iz@carlsbadca.gov Remarks: LAND DEVELOPMENT 76().6()2-2750 D Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ValRay Nelson 760-602-27 41 ValRay.Marshall@carlsbadca.gov Greg Ryan 760-602-4663 Gregory. Rya n@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov t < HOENIG RESIDENCE Please Read Instructions: PLAN CHECK NO# 1 Outstanding issues are marked with X Items that conform to permit requirements are marked with ./ or have intentionally been left blank. 1. SITE PLAN SLIP SHEET Provide a fully dimensioned site plan drawn to scale. Show: SIGNED North arrow Driveway widths APPROVED Existing & proposed structures Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: IMPROVEMEN Existing street improvements T PLANS Property lines (show all dimensions) PARA ADJ 510 Easements DWG No. Right-of-way width & adjacent streets Show on site plan: Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. []] ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography r:····,size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's parcel number Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: BLK A LOT 4 MAP 2103 ADJ PL T 510 Subdivision/Tract: Reference No(s): E-36 Page 2of6 REVG/01/12 HOENIG RESIDENCE PLAN CHECK NO# 1 CDP 16-08 N/A SUBMIT IMPROVEMNT PLANS 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no.: IMPROVEMENT PLAN FOR CURB SIDEWALK AND GUTTER 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24 000 00 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS :----·1AII needed public improvements upon and adjacent to the building site must be constructed -' at time of building construction whenever the value of the construction exceeds $120.000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee. so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: Page 3 of 6 REV6/01112 HOENIG RESIDENCE PLAN CHECK NO# 1 5. GRADING PERMIT REQUIREMENTS NO GRADING PLAN REQDAS PER DAVID R. AND JASON G. The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. L .. _ Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. ./ J No grading permit required. Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS FOR IMPROVEMEN TWORK E-36 r··]RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: *ANY WORK BEING DONE WITHIN THE PUBLIC RIGHT OF WAY* Page 4 of 6 REV 6/01/12 HOENIG RESIDENCE PLAN CHECK NO# 1 7. STORM WATER E-36 Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMPl Compliance 1 Storm Water Standards Questionnaire. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. I Indicate areas of impervious surfaces (patios.walkway, etc. ) and pervious areas (landscaping). Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5of6 REV 6/01/12 HOENIG RESIDENCE PLAN CHECK NO# 1 8. WATER METER REVIEW 1" NEW INDICATED ON PLANS PLEASE VERIFY Domestic (potable) Use L~J What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be%". 9. FEES Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility yes yes yes yes no Fire sprinklers required Upgrade No fees required I"'''·~ , Jyes yes r-··1 no (is addition over 150' from center line) r···-;no L,,,,,, 10. ADDITIONAL COMMENTS Attachments: Engineering AppllcaUon Storm Water Form Right-of-Way Appllcatlon/lnfo. Reference Documents E-36 Page 6 of6 REV 6/01/12 ' - *** Fee Calculation Worksheet *** ENGINEERING DIVISION Prepared by:vALRAY NELSON Address: 1079 CHINQUAPIN AVE Fees Update by: Date: 06/09/2016 GEO DATA: LFMZ: 1 I B&T: Nj Bldg, Permit#: CB162175 Date: Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFD 1858 SF Sq.Ft/Units Types of Use: Types of Use: Types of Use: Sq.Ft/Units Sq.Ft/Units Sq.Ft/Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: 1 EDU's: EDU's: EDU's: Date: TypesofUse: SFD 1858SF Sq.Ft/Units Types of Use: Sq.Ft/Units Sq.Ft/Units Sq.Ft/Units ADT's: 10 ADT FOR SFR AD T's: Types of Use: ADT's: Types of Use: AD T's: FEES REQUIRED: Within CFO: []YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: [l]NW QUADRANT NE QUADRANT C]SE QUADRANT []W QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 7649 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: 1 I X FEE/ADT: 3160 DIST. #1 FEE/ADT: 3. BRIDGE & THOROUGHFARE FEE: (USE SANDAG)ADT'S/UNITS I X 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: 5. SEWER FEE EDU's 1 BENEFIT AREA: EDU's 6. DRAINAGE FEES: B ACRES: .40 7. POTABLE WATER FEES: I X FEE/SQ.FT./UNIT: I X FEE/EDU: 881 IX FEE/EDU: PLDA: L-HIGH I X FEE/AC 4473 I =s 31so []DIST.#2 I =$ N/A I =$ N/A I =s 881 I =$ N/A MEDIUM i[]LOW I =s 1189.20 UNITS CODE CONN. FEE METER FEE SDCWA FEE 1 FS1 3934 356 4963 •••This may not represent a comprehensive list of fees due for this project. DIST.#3 TOTAL Please contact the Building division at (760) 602·2719 for a complete listing of fees"* l,.:., '4,."4f,-,, ~· CITY OF _ARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.Qov Site Plan: [8] [8] D ODD P-28 Housing Tracking Form (form P-20) completed: YES D NO D N/A [8] 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 (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 20' Shown 127' Required §'. Shown 1!!'. Required __ Shown __ Required 1.Q'. Shown 24' Required __ Shown __ 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: 4. Height: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required 60% Shown 14.5% Required 35' MAX Shown 25' 5. Parking: Spaces Required 2 CAR GARAGE Shown 2 CAR GARAGE (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces 6. Floor Area Ratio: Additional Comments: Required __ Shown __ Required __ Shown __ 1. SIGN, NOTARIZE AND RETURN THE NOTICE OF RESTRICTION -WHICH IS TO Page 3 of 4 07/11 «~#' ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Planni 1635 Farac (760) www.carlsba BE MAILED TO PROPERTY OWNER-TO 1635 FARADAY AVENUE, PLANNING •• COUNTER. 9/16: APPLICANT HAS BEEN CONTACTED AND MADE AWARE NOR IS REQUIRED FOR PLNG APPROVAL. APPLICANT HAS STATED HE WILL SUBMIT NOR IF ALL OTHER DIVISIONS APPROVE. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page4of4 07/11 March 27, 2017 Alan Hoenig 1075 Chinquapin Avenue Carlsbad, California 92008 SUBJECT: File No. l 106F7-16 Dear Mr. Hoenig: FOUNDATION EXCAVATION INSPECTION Proposed Residential Building Site 1075 Chinquapin Avenue City of Carlsbad P.O. Box 1195 Lakeside, California 92040 (619) 443-0060 In accordance with your request, a representative of our firm has inspected the footing excavations for the proposed residential structure. Footing excavations are founded a minimum of 12 inches into competent native ground and to the proper depth and bearing strata in accordance with the recommendations set forth in our Site Inspection Report dated July 25, 2016. The slab area was properly prepared in accordance with the recommendations in our report with a density test at 91.5%. If we can be of any further assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, e~ eeb_ Chin C. Chen RPE C34442 CCC/mlj Servin Engineering, Inc. 2647 Gateway Drive, Suite 105-500 Carlsbad, CA 92009 (760) 931-1792, Fax: (760) 931-1892 Email: nickservin@gmail.com March 18, 2017 Mr. Alan Hoenig 1075 Chinquapin Avenue Carlsbad, CA 92008 RE: Site Construction placement Certification 631-897-1083 alanhoenig@gmail.com At the your request, I've reviewed the attached documents and made my measurements to verify the placement of the foundation forms relative to the approved site plan (attached). My inspection revealed that the work was done in substantial conformance to the approved plans. Please present this letter to your inspector as required for compliance with the certification of existing construction program. Please do not hesitate to call if you have any questions regarding this letter. Sincerely, Servin Engineering, Inc. -. - LEGEND: House Location Property Set -Backs 1075 CH/NQUAPIN AVE. CARLSBAD. CA 92008 APN # 206-120-39-00 LOT 4 TRACT NO. 238&243 FEBRUARY 26, 2017 0c~~ CHINQUAPIN AVE ---N61 '20'56"E \ ~ -0.0 CL PL 0.0 N61 '20'56"E 0.0_~-~ 60.01' PROPERTY CORNER -it!,,---4..---PROPERTY CORNER -0.5 HOUSE CORNER 0.0 COR NEW HOUSE lLI ~ }! [!!ill (I) oo.) PL -1.0 NEW HOUSE C~~ CPI"--. 0.0 3.2 PL CL 1X2 DRAIN 0.0 PROPERTY CORNER ·- LOT4 w en :::, 0 J: ~ z \ 1'20'56"E -37.60' -. N61 '20'39"E 97.61' in co ~ 1 w • I~ !5l (/)[!!ii 0.0 PROPERTY CORNER 0.0 PROPERTY CORNER -+ ---CENlERUNE -+----PROPERTY LINE @~ ll,&[m@ ®~~WO©~® I ----· -------------------~-•I LANO SUBYEY!l'IG ANO MAPPING I Owner: Danny Dera (951) 322-0788 www.desurveyors.com S-Uc-ml8Ml'l set Pttvur.t illicic clilda.tga Uuo the Municipal SqN,ruc ~ s-a-s,... lea: ~NOC"m w,ter chxba,ga; to be du,nndcd into ~pin& for inillll-uon. SC-2 ldmrify die Stoffll dra.ia tyttcni 11-.i.DJ 11:enaling or~ Stenciling .twl be ptOvi&d roe ..i1 storm watrr eoavcyanoe rytt-i.oltu and aitch buins "'1fflin the p,ojcu a.n:a. SC-3 Protea outdo« mau:rial StorqC arcu from ninfaJl, l'VIII._, rv.«, ud wiod dilpcnal: M.ltmab with the poc.enlial to c;onwnirw,c stonn wac.u alwl bc pla.:cd in a.a i.mpnviou1 eM.loA,nr:. SC-4 Proccct tna.terl.ls ~ in ou.rdoor ..,.1,: -nu r,.. r&in&.ll., ru-.a. rvnooff, and wind~ Locatt UW: wort uo •-Y fl"OUl --drnnt or catchbuill$.. SC·S hvtett U'Alh tt~ m• ff'OJllrai.nf;IU., NA-On, ND09', ud wind dilpu-al: Pl'O'lllk. n:,o&.a.-inp,or11tucbc:dlidton all uuh c:onWnc:n to~ diJUt ptt.etpitatioll and prcw;ru. ninf.aII rrom macrin,: COC'ICJ.incn. SC-'~ addidonal l!IMh ~ to be nc:caN1Y by the Cky t:ngin,ocT to .Unilniac poU~tat11 ptention at projttt lite: l'IIOC. •Pf)licablt. StuOmpaMl'i SD-IM&iftWau111:n,ldninllge:ll.lldli)'drolopcfatwa: UKofpcnna,blr:fl\ll-tcrial on ..n ~ .. P' att:a1 occpt where tNnebu:d OJhennte ti,, cac SD-1 ContC'fve l\llU1n l 11~ '°'if, a.lid~ P'l•ntmg n.dw:apeo,t1 w~ appropru1c. SO.! Miaiaiu: b9pen,iow area; Ute ol perme.abk -U:ri.a.l on llll tu.nbcapc MUll ellOC'pt 'W'ht:N: 11w1dated othcMIC' by CBC SD-4 Mini.ntiu:,oi.l~P"ak,o;llc,,tricccdwKol~tb"\OCtwrn011.Ult. SO-S lmpcrrioua .uo dilpc,nion; All impcrviou1 ams will be surrounded by op«IIICUto.tluotbrainfall. SM R.ua,o41' eolk<tion.: Dillfi"':nion '*-&nu with 90il cypn capi.blt or 11.ip-portiq: or bci.ng 11m<cnckd 10 ,uppor1 vqrtatiQn. SD-7 Lmcba.ping wi1h IWJlll!:fdzoug:lu tolerant spttic:s: La!Mhaping to be dorloC' with ft.lltnrC' oc dt0<1ght·tokram ~ ol purn:s. Addint,,w,JC--, Lancbcapinig ata to be k9I UlllJl SOO $..[ Suilcl.ing hdght (gndc 10 roof pult) to be: 25 ft. All.clclitioniilhard.capc,ara.twill bc~lt,cxcq,tforcurbs,~)'1,, ~tide~. Cracli.n&: ql.WttiM will -.II be ucantion atld will be less than 56 cubic yvda. /\llc,cca>1atcd~ten..iwiUbeexporttd. 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Box 1195 Lakeside, California 92040 (619) 443-0060 Alan Hoenig 1075 Chinquapin Avenue Carlsbad, California 92008 SUBJECT: File No. 1106F7-16 SITE INSPECTION Dear Mr. Hoenig: SCOPE Proposed Residential Building Site 1075 Chinquapin Avenue City of Carlsbad RECEIVED SEP 1 5 2016 CITY OF CARLSBAD BUILDING DIVISION In accordance with your request, a Site Inspection has been performed at the subject site. The purpose of this investigation was to examine existing site conditions and provide engineering recommendations for the proposed two story single family residence. FIELD INSPECTION In order to accomplish this purpose, a representative of this firm visited the site, reviewed the topography and site conditions and visually and textually classified the surface and near surface soils. Representative samples of the on-site soils were obtained from a test exploration up to 4 feet in depth and tested for density, shear strength and expansive characteristics. SITE CONDITIONS The subject site is located on the south side of Chinquapin Avenue. The property is flag shaped and relatively level. The site is currently occupied by a two story single family residence. Minor cracks in the flatwork were observed. The proposed structure will be located behind the existing house. Neighboring properties are residential structures. Man- made fill materials were observed to a depth of approximately 12 inches. 1 )-r- c) Alan Hoenig File No. 1106F7-16 July 25, 2016 SOIL CONDITIONS Soils encountered in the test exploration were fill materials consisting of firm, brown, silty sands with light clay binder to a depth of 12 inches. These surface soils were underlain with native, medium dense, light brown, silty sands with light clay binder to the bottom of the exploration, approximately 4 feet in depth. The soils we encountered were not considered to be detrimentally expansive with respect to change in volume with change in moisture content. SITE EROSION CONTROL During the construction, surface water should be controlled via berms, gravel bags and/or sandbags, silt fence, straw wattles, siltation basins, while maintaining positive surface grades or other methods to avoid damage to the finish work or adjoining properties. All site entrances and exits must have coarse gravel or steel shaker plates to minimize offsite sediment tracking. Best management Practices (BMP's) must be used to protect storm drains and minimize pollution. The contractor should take measures to prevent erosion of graded areas until such time as permanent drainage and erosion control measures have been installed. After completion of grading, all excavated surfaces should exhibit positive drainage and eliminate areas where water might pond. CONCLUSIONS AND RECOMMENDATIONS 1. A representative sample of the foundation soil was remolded to 90% of maximum dry density. Based on the following test results, a safe allowable bearing value of at least 2000 pounds per square foot for 12 inch deep footings may be used in designing the foundations and slab for the proposed structures. This value may be increased by one third for wind and/or seismic loading. Maximum Dzy Density Optimum Moisture Angle of internal friction Cohesion Unit weight Expansion Index 129.4 pcf 9.6% 3go 162 psf 117.4 pcf 22 2. Lateral resistance to horizontal movement may be provided by the soil passive pressure and friction of concrete to soil. An allowable passive pressure of 250 pounds per square foot per foot of depth may be used. A coefficient of friction of 2 Alan Hoenig File No. 1106F7-16 July 25, 2016 0.35 is recommended. The soils passive pressure may be increased by 1/3 for wind and seismic loading. 3. The seismic parameters for the site coordinates 33.15101 °N, 117.33324°W for assumed Site Class D are as follows: USGS-Provided Output s. = 1.137 g S, = 0.436 g SMS = 1.188 g S., = 0.682 g s .. = 0.792 g s., = 0.455 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministi·c ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. ] ~ MCE0 Response Spectrum 1.20 1.08 o.,t. 0.84 0.72 o.,o 0.48 0.3G 0.24 0.12 0.00 +--+-I--+--+-+--+--+-+--+--+ 0.00 0.20 0.40 o.,o 0.110 1.00 1.20 1.40 1.,0 l.1i10 :2.00 Period. T (sec) ~ I Design Response Spectrum 0.88 0.80 0. 72 O.G4 o.s, O.,HI 0.40 0.32 0.24 0.1, 0.08 0.00 +--+----,l--+--+-1---+--+-+--+--+ 0,00 0.20 0.40 0.6'.0 0.80 1.00 1.20 1.40 l.GO 1.80 2.00 Period, T (sec) 4. The fill soils encountered during this inspection should not be used to support proposed structures. It is our recommendation that these soils in proposed building areas be removed to competent natural ground to an anticipated depth of 3 feet and recompacted to 90 percent compaction in accordance with the Grading Specifications in this report. The recompaction should extend at least 5 feet outside the proposed building footprints. Any organic or other deleterious material that may be encountered should be removed prior to recompaction. 5. Conventional spread footings founded a minimum of 12 inches below lowest adjacent grade and having a width determined by the allowable soil bearing value as detailed above are recommended for foundation support. Footing widths should be at least 12 inches for continuous footings and 24 inches for square footings due to practical considerations as well as Building Code requirements. These recommendations are 3 Alan Hoenig File No. 1106F7-16 July 25, 2016 based upon the soil type encountered and do not take into consideration the proposed bearing load. 6. If no grading is planned in the proposed development of this site, footings for the proposed structure should extend through the existing fill soils a minimum of 12 inches into firm natural ground. Anticipated foundation depth is 24 to 30 inches. Footing excavations should be inspected by a representative of this firm prior to placement of forms and reinforcing steel in order to insure that adequate depth has been achieved and that all footings are founded a minimum of 12 inches into firm natural ground. Loose soils should be removed from excavations prior to our inspection. Proposed concrete slabs areas should be prepared according to the recommendations below for concrete slab on grade. 7. Reinforcing in footings should consist of at least one #5 steel bar placed continuously in the top and bottom of continuous footings regardless of structural requirements. Reinforcing for isolated footings is dictated by the structural requirements. These recommendations are based upon on the soil type encountered and the proposed bearing load. Footings deeper than 24 inches should have an additional #5 steel bar for each additional foot of depth. 8. Concrete Slab-On-Grade, SOG, should be designed by the project's structural engineer based on anticipated loading conditions. We recommend that conventional reinforced concrete SOG for this project be founded on 4 inches of Class II Virgin Aggregate Base (with approximately 2% +!-over optimum moisture content and 90% compaction, relative to the lab maximum dry density, ASTM D 1557), overlying a 12 inch thick zone of adequately placed and compacted structural fill. We recommend that a moisture barrier be provided by a membrane, visqueen 10 mils in minimum thickness or equivalent, be placed at top of well compacted Class II Aggregate Base, then covered with 2 inches of moist clean sand having a minimum sand equivalent of 30 when tested in accordance with the American Society of Testing and Materials test method 'ASTM D1555. Floor slabs, as a minimum, should be 4 inches thick with #4 reinforcing steel at 16" on-center each way. Reinforcement should be placed at mid-height of the slab. The final slab thickness and reinforcement should be determined by the structural design engineer. Control joints should be provided in accordance with the recommendations of the structural design engineer. 4 Alan Hoenig File No. 1106F7-16 July 25, 2016 The following grading specifications should be utilized if grading is proposed for this project. RECOMMENDED GRADING SPECIFICATIONS For Proposed Residential Building Site 1075 Chinquapin Avenue City of Carlsbad GENERAL: Soil Testers and 'Engineer' are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specifications, the accepted plans, and the requirements of any jurisdictive governmental agencies. They are to be allowed adequate access so that the inspections and tests may be performed. The Engineer shall be apprised of schedules and any unforeseen soil conditions. Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation from the lines and grades shown on the plans, etc., shall be cause for the engineer to either stop construction until the conditions are corrected or recommend rejection of the work. Refusal to comply with these specifications or the recommendations and/or interpretations of the engineer will be cause for the engineer and/or his representative to inunediately terminate his services. Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in writing by the owner and the contractor and endorsed by the engineer. SOIL TEST METHODS: Maximum Density & Opt Moisture Density of Soil In-Place --ASTM Dl557-70 --ASTM D1556, D2922 and D3017 Soil Expansion Shear Strength Gradation & Grain Size Capillary Moisture Tension Organic Content --UBC STANDARD 29-2 --ASTM D3080-72 --ASTM Dl 140-71 --ASTM D2325-68 --% Weight loss after heating for 24 hours at 300° F and after deducting soil moisture. LIMITING SOIL CONDITIONS: Minimum Compaction 90% for 'disturbed' soils. (Existing fill, newly placed fill, plowed ground, etc.) 84% for natural, undisturbed soils. 95% for pavement subgrade within 2' of 5 Alan Hoenig Expansive Soils Insufficient fines Oversized Particles File No. 1106F7-16 finish grade and pavement base course. Expansion index exceeding 20 Less than 40% passing the #4 sieve. Rocks over 1 O" in diameter. PREPARATION OF AREAS TO RECEIVE FILL: July 25, 2016 Brush, trash, debris and detrimental soils shall be cleared from the areas to receive fill. Detrimental soils shall be removed to firm competent soil. Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width. Scarify area to receive fill to 6" depth and compact. FILL MATERIAL shall not contain insufficient fines, oversized particles, or excessive organics. On-site disposition of oversized rock or expansive soils is to be at the written direction of the Engineer. Select fill shall be as specified by the engineer. All fills shall be compacted and tested. SUBDRAINS shall be installed if required by and as directed by and detailed by the engineer and shall be left operable and unobstructed. They shall consist of 3" plastic perforated pipe set in a minimum cover of 411 of filter rock in a 'vee' ditch to intercept and drain free ground from the mass fills. Perforated pipe shall be schedule 40, Poly-Vinyl-Chloride or Acrylonitrile Butadienne Styrene plastic. Rock filter material shall conform to the following gradation: Sieve size: %Passing: 3/4" 90-100 #4 25-50 #30 5-20 #200 0-7 Subdrains shall be set at a minimum gradient of 0.2% to drain by gravity and shall be tested by dye flushing before acceptance. Drains found inoperable shall be excavated and replaced. CAPPING EXPANSIVE SOILS: If capping expansive soils with non-expansive soil to mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 81 beyond the exterior perimeter of the structure. Special precautions should be taken to ensure that the non-expansive soil remains uncontaminated and the minimum thickness and dimensions around the structure are maintained. The expansive soils underlying the cap of non-expansive cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before any construction supported by the compacted cap. 6 Alan Hoenig File No. 1106F7-16 The non-expansive soil comprising the cap should conform to the following: Minimum Compaction Maximum Expansion Index Minimum Angle of Internal Friction Cohesion Intercept 90% 30 33 Deg 100 psf July 25, 2016 UNFORESEEN CONDITIONS: Soil Testers assume no responsibility for conditions, which differ from those, described in the applicable current reports and documents for this property. Upon termination of the engineer's services for any reason, his fees up to the time of termination become due and payable. If it is necessary for the engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect, the engineer shall not be held liable for any damages that might result from his 'unfavorable report'. If we can be of any further assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, Chin C. Chen, RPE C34442 CCC/rnlj cc: (3) submitted 7 . -.... STATE OF CALIFORNIA MANDATORY MEASURES SUMMARY: RESIDENTIAL CEC-MF-1R Revised 08/09 CALIFORNIA ENERGY COMMISSION Mandator Measures Summar MF-lR Residential Pa e I of 3 Site Address: Date: 10-=t-"1 ('.1\ 'I /)'k//,,, !v'07E: Low-rise residential buildings suhject to the Slandards must comply with all applicah/e mandatory measures listed, regardless of the compliance approach used. A4ore stringent energy measures listed on the Cert{ficate o.fCompliance (C'f"../ R. CF-IR-ADD, or CF-/ R-ALT Form) shall supersede /he ilems marked wilh an as/erisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this s~~ j:hmit all ann/icab/e sec/ions of the MF-IR Form with plans. , IVt= n DESCRIPTION Buildine: Envelooe Measures: ;Jtt' 1 0 2016 6 I 16(a)I: Doors and windows between conditioned and unconditioned soaces are manufhctured to limit air lcai.--~, - -......_ .. - § 1 l 6(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, ce~r.ffl..tJl'KJ~;s'r _...,""' ient iSHGCI. and infiltration that meets the reauirements of 610-J I l(al. VISION ij] 17: Exterior doors and windows are weather-strinned; all ioints and oenetrations are caulked and sealed. § I l 8(a): Insulation Snt>cified or installed meets Standards for Insulating Material. Indicate tyoe and include on CF-6R Form. § 1 l 8(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of § I l 8(i) when the installation of a Cool Roof is s ..... cified on the CF-IR Form. '§150(a): Minimu1n R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall confOrm with 1nanufacturcr·s installed design labeled R-Value. '§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. '§150(d): Minin1um R-13 insulation in raised wood-frame floor or equivalent U-factor. § 150(1): Air retarding wrap is tested, labeled, and installed according to ASTM E 1677-95(2000) when specified on the CF-IR Form. 6150(g): Mandatorv Vaoor barrier installed in Climate Zones 14 or 16. § 150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3o/o; water vapor permeance rate is no greater than 2.0 nerm/inch and shall be nrotected from nhvsical damal!e and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150(e) I A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § I 50(e) 1 B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, onerable and tiPht-fitting damper and or a combustion-air control device. § 150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are orohibited. Snace Conditionin° Water Heatini! and Plumbini! Svstem Measures: § 110-* 113: HY AC eauipment, water heaters, showerheads, faucets and all other regulated annliances are certified by the Energy Comn1ission. § l I 3(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention oumn isolation valve and recirculation loop connection requirements of 6 I I 3(c)5. §115: Continuously burning pilot lights arc prohibited for natural gas: fan-type central furnaces, household r..:ooking appliances (applianct:s with an electrical sunnlv voltae:e connection with pilot li!!hts that consume less than 150 Btu/hr are exen1pt), and pool and spa heaters. ~ 150(h): Heating and/or cooling loads are calculated in accordance with ASH RAE, SMACNA or ACCA. §150(i): Heating systems are equinned with thermostats that meet the setback requirements of Section 112(c). §150(i)IA: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation havine: an installed thennal resistance ofR-12 or 2reater. § 150U) I B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R· 12 external insulation or R-16 internal insulation where the internal insulation R-vi:llue is indicated on the exterior of the ti:lnk. §150(i)2: Firsl 5 feet of hot and cold water pipes closest to waler heater tank, non-recirculating syste111s, and entire length of recirculating sections of hot water nines are insulated ner Standards Table 150-8. § I 50(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Eauation 150-A. ~ 1500)2: Pipe insulation for steam hydronic heating systems or hot water systems> 15 psi, meets the requirements of Standards Table 123-A. 2008 Residenlia/ Compliance Forms Augus/ 2009 C,6\u:i2115 ~ )-- )- cJ STATE OF CALIFORNIA MANDATORY MEASURES SUMMARY: RESIDENTIAL CEC-MF-1R Revised 08/09 CALIFORNIA ENERGY COMMISSION Mandator Measures Summa MF-lR Residential Pa e 2 of 3 Site Address: Date: q, ,,,. 'lo/fa §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. § 150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. § I 50(i)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: § 150(m) I: All air-distribution system ducts and plenums installed, arc sealed and insulated to meet the requirements of CMC Sections 60 I, 602, 603,604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 1818 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal oneninl!s l!reater than 1/4 inch the combination of mastic and either mesh or lane shall be used § l 50(m) I: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platfonns may contain ducts. Ducts installed in cavities and sunnort nlatfonns shall not be comnressed to cause reductions in the cross-sectional area of the ducts. § l 50(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. ~ I 50(m)7: Exhaust fan systems have back dratl or automatic dampers. § 150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § 150(m) I 0: Flexible ducts cannot have porous inner cores. §150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a pern1issiblc n1cthod of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Sna HeatinE! Svstems and Eouioment Measures: §I 14(a): Any pool or spa heating system shall be certified to have: a thennal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shat! not use electric resistance heatinl! or a pilot li!!ht. § I 14(b) I: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-un connections for future solar heatirn:! &l 14(b)2: Outdoor oools or soas that have a heat numo or Ras heater shall have a cover. §l 14(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or oroe:rammed to run onlv durinl! off-oeak electric dcn1and neriods. § 150(0): Residential oool systems or equioment tneet the oump sizing, flow rate, piping, filters, and valve requirements of§ 150(0). Residential Lil!htinP Measures: § 150(k) I: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150·C and is not a low efficacy luminaire as soecified bv 6150(k)2. § I 50(k)3: The wattage of pennanently installed luminaires shall be detennined as specified by § 130(d). SI 50(k)4: Ballasts for fluorescent lamas rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §ISO(k)S: Pennanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the n1inimun1 efficacies contained in Table 150-C and shall nol contain a line-voltage socket or line-voltage lamp holder; OR shall be rated to conswne no inure than five watts of power as detennined by § i 30(d), and shall not contain a medium screw-base socket. § I 50(k)6: Linh ting inteB!:al to exhaust fans, in rooms other than kitchens, shall meet the annlicable requirements of~ 1 SO(k). § I 50(k)7: All switching devices and controls shall meet the requirements of§ I 50(k)7. § l 50(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units Jess than or equal to 2,500 ft2 or I 00 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50°/o high efficacy require1nent when: all low efricacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimn1er energy management system (EMCS), or a multi-scene proQrammable control svstem· and all nermanentlv installed 2008 Residential Compliance Forms August 2009 t STATE OF CALIFORNIA • MANDATORY MEASURES SUMMARY: RESIDENTIAL CEC-MF-1R Revised 08/09 Mandator Measures Summar MF-IR Residential Pae3of3 Site Address: 10 Date: 1 l'i ;;.o 1b luminaries in garages, laundry roon1s. closets greater than 70 square foct. and utility rooms are high efficacy and controlled by a manual-on occuoant sensor. ~ I 50(k)9: Pennanently installed lighting that is internal lo cabinets shall u.sc no more than 20 watts of power per linear foot of illuminated cabinet. §150(k)IO: Pennanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION I: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with Lhe applicable requirements of § 119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupant sensor. §150(k)I I: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION I: Permanently installed low efficacy [uminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of~ 119, or by a manual-on occupant sensor that con1plies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than I 000 square feet located on a residential site is not required to comply with 6150(kll 1. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory: and have a label that certifies the lumiunaire is airtight with air leakage Jess then 2.0 CFM at 75 Pascals when tested in accordance with J\STM E283: and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or rnore dwelling units, entrances, balconies, and porches, which are pennancntly mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock: OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaircs used to con1ply with Exception I to* 150(k) 13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be hi!!h efficacv luminaires. §150(k)14; Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts ofoower as determined according to SI30(d). § 150(k) 15: Lighting for parking Jots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections I 30, 131, 134, and 146 * I 50(k) 16: Pennanently installed lighting in the enclosed. non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low ellicacy luminaircs shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the annlicable requirements of§ 119. 2008 Residential Compliance Forms August 2009 -~ .. ~· ., .... ~. ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov -----------· To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www .car1sbadca.qov/standard§. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. I Please start by completing Step application lo the city. 1 and follow the instructions. When completed, s;gn the fonn at the end and submit this with your l STEP 1 TO. flE COMPLETED FOR ALL PROJECTS To determine if your project is a priority development project, please answer the following questions: YES NO -. 1, Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or X. other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? 2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are )'-.. designed and constructed in accordance with the USEPA Green Streets guidance? If you answered uyes" to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. If vou answered "no" to both auestions, then ao to Steo 2. E-34 Page 1 of 3 Effective 6/27/13 f~ «:..t ~~ CITY or CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov .STEP2 TO BE COMPLETEt> FOR AI.L !\l.l;W OR Rl:1:>EVELOPMENT PROJECTS To determine if your project is a priority development project, please answer the following questions: YES 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public develooment n,o;ects on public or private land. 2. Is your project creating or replacing 5,000 square feet or more of impervious surtace collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, residential, mixed-use, and Dublic develooment oroiects on oublic or orivate land. 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impeivious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumepon. ·~ --4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development an any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impeivious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the temoararv oarkina or staraae of motor vehicles used persona/Iv far business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of --~utomabiles, trucks, motorctcles, and other vehicles. 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of in1pervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly ta" includes flaw that is conveyed overland a distance of 200 feet or less from the project ta the ESA, or conveyed in a pipe or open channel any distance as an isolated ffaw from the oroiect to the ESA /i.e. not comminales with flows from adiacent lands I.• 8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This catego,y includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b} a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 1 O. ls your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? 11. ls your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10°/o? NO ){ '{' Y- >< ;< X ?( 'I- X '{.' y. If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" box and complete applicant infonnation. ·--·-----·-----·------ E-34 Page 2 of 3 Effective 6/27/13 /1~ <$. (} .. ~ CITY 0" CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 S'1'EP3 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov TO SE ~l.El'EQ FOR fU:DE\IEl..()PMENT PRO./f:CT$ THAT~ PRIORITY DEVELQPEMENT PROJECTS ONLY YES NO Comolete the auestions below reaardina vour redevelooment oroiect: Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than I l ')( 50o/o of the surface area of the nreviouslv existino develooment? If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete ap_elicant information. ·- My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project. Refer to SUSMP for details. 0 My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box 101-£ dt.,1t0o"1;~ ~dress Cw/ s b6.-) _,__ cA Jj,;c Accessor·~ Parcel Numher(s): u6 -ri.0-39_.,<=> Applicant Title: Owt'l e,y This Box for City Use Only City Concurrence: By: Date: Project ID: I YES I NO I I ·- * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board r,Nater Quality Control Plan for the San Diego Basin ( 1994) and amendments); areas designated as prese1Ves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. I E-34 Page 3 of 3 Effective 6/27/13 <f.1 ~ CITY Of CARLSBAD CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction Perceived Threat to SWPPPTler Construction Threat Assessment Criteria* Storm Water . Level Quality Tier 3 -High Construction Threat Assessment Criteria 0 Project site is 50 acres or more and grading will occur during the rainy season D Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High D Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 D USDA-NRCS Erosion factors k, greater than or equal lo 0.4) Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend Into the rainy season (Oct. 1 D through April 30). Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat ~sessment Criteria Medium D All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 High Construction Threat Assessment Criteria D Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA} or discharges directly to an ESA D Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors k, greater than or equal lo 0.4) High D Site slope is 5 to 1 or steeper ner 2 D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in one half acre or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium D All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier 1 -Medium lnsgection Threl;!t Assessment Criterja D Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA} or discharges directly to an ESA D Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors k, greater than or equal to 0.4) Medium D Site slope is 5 to 1 or steeper Tier 1 D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in one half acre or more of soil disturbance lAl,,r 1 -Low lnsoection Threat Assessment Criteria Low Joi. All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria Exempt -Not Applicable -Exempt The city engineer may authorize minor variances from the construction threat assessment cntena 1n special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4130110 ,,~ <~{" ~ CITY O, CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www .carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: )!. Building Permit D Right-of-Way Permit 0 My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria CJ My project qualifies as NO THREAT and is exempt from the requirement to prepare a stOOTI water pollution prevention plan {SWPPP) because it meets the "no threaf assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 • Low Threat Assessment Criteria ~ My project does not meet any of the Significa. nt or Moderate Threat criteria, is not an exempt permit type (See list above) and the project f" meets one or more of the following Cflteria • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) Tier 2 • Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project wiH result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • CoostruL'lion will be initiated during the rainy season or wlll extend into the rainy season (Oct 1 through April 30). Tier 3 • Significant Threat Assessment Criteria 0 My project includes clearing, grading or other disturbances to the ground resulting in soil dislurbance totaling one or more acres including any associated coostruction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or 0 My project is part of a phased devehprnent plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction slaging, equipment storage, refueling and maintenance areas: or, CJ My project is located inside or within 200 feet of an enviroomentally sensitive area {see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and co"ect. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s} check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Addre55 ·-------A5oossor Parcel No 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where ii can be shown that a lesser or higher Construction SWPPP Tier Leve! is warranted 8-24 1S Cij{ Owner/Owrier's AuthOrized /\gent Nama· lf((JA[ tfr)tn ,''r City Concurrence: By: CYES ONO Page 1 of 1 f{lt , 'lC'1-iU··5'{ Dale: 6 I "J,o/b Date: Project 10: Rev.03109 --~ <~ ,t>·c ~ CiTY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE ../ My project is not in a category of permit types exempt from the Construction SWPPP requirements ./ My project is not located inside or within 200 feet of an environmentaUy sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). ../ My project does not require a grading plan pursuant to the Cartsbad Grading Ordinance (Chapter 15.16 of the Carisbad Municipal Code) ./ My project will not resuH in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage. refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentany sensitive area or the Pacific Ocean; and/or. disturbed area is located on a stope with a grade at or exceeding 5 horizontal to 1 vertical; and/or disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse: and/or construction will be initiated during the rainy season or wtll extend into the rainy season (Oct 1 through April 30}. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND. (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS 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 CARLSBAD. OWNER(SVOWNER'S AGENT NAME (PRINT) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) DATE E-29 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of 3 Deveiopment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address (0'(7 Ct/-! ~(){1-f'! H A-V- Assessor's Parcel Number'.7,&lh-f U -~ Project ID t\?t:t{j~ £e;\!l1,te Construction Permit No.: Co\ l.p 2.l '15' Estimated Construction Start Date----- Project Duration-----Months Emergency Contact Name AUnJ ~i~ 24 hour Pho~7 4!C -~ '18({-z::; zh Perceived Threat to Storm Water Quality 0 Medium Ji' Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By:---------- Date: _________ _ REV 4/30110 -(cityof Carlsbad Community & Economic Development CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project No. & Name: Plan Check No.: CB162175 -'-~~..:..C~~~~~~~~~~~~~~~~- Project Address: 1079 CHINQUAPIN AVE Assessor's Parcel No.: 2061203900 ~~~:..:...:..:...~~~~~~~~~~~~~~~- Project Applicant: COOWNER HOENIG ALAN&JOZEFA (Owner Name) Residential Square Feet: New/Additions: 1,858 .;..:..:..:...;..._~~~~~~~~~~~~~~~~~- Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 11/29/2016 Certification of ApplicanUOwners. The person executing this declaration ("Owner'') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. • Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 II Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 II San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) II San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Nancy Dolce (By Appl.only) II Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: Title c:-:2 \..\ y-£' :f ·1 f\ -\;--vyyk ......v{'..._ Name of School District: CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 1635 Faraday Avenue I arlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov ('. Ju u, 4,(d(.,, l w Date: I I <Jo -J {, Phone '] Co() 3 3 / ~ Q")CO