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2013-27162 6-10-2013 1933 Vista Del Sol Pool & Spa 't ����4 BUILDING DIVISION OF COMMUNITY DEVELOPMENT DEPARTMENT ' ' \, City of Chino Hills 14000 City Center Dr.,Chino Hills,CA91709 a., Counter Phone (909)364-2780 24-Hour Inspection Line (909)364-2790 h _ (NOTE:You must call before 3p.m.for a next business day inspection) - , , 11 jA City Hall Main Number (909)364-2600 "' ' ‘O NOTICE: THIS I NULL AND VOIDIS T COMMENCED WITHINPLEASE USE PERMIT NUMBER 180 DAYS FROM DATE P ISSUANCE, IF IS Y TIME FOR ;BELOW WHENMAKING INQUIRIES THANIF ISINVIOLATION CITYSTATEOR REQUESTING INSPECTIONS RELATING THERETO. PROJECT DESCRIPTION PROJECT No. PERMIT No. POOL&SPA2013-27162j... - BUILDING ADDRESS APT./UNIT NO. ISSUED DATE ,-` ISSUED BY _. 1933 VISTA DEL SOL— 6/10/2013 ` ` ' Heredia,Monica APN 1 TRACT MAP# I LOT FLOORS/UNITS PROJECT PERMITS P.TYPE 103256121 TR 13906-5 84 / CENCUS CODES CONST.TYPE ZONING TYPE OCCUPANCY TYPE VALUATION I TOTAL SFT BLDG.SOFT 434 Res Add/Alter VB R-3 $28,000.00 0.00 Current Owners: Fees Name:DAVID VARGAS Fee Group/ Fee Description Fee Amount Payments Address: 1933 VISTA DEL SOL CHINO HILLS CA 91709 Transaction Type Ph: 909-292-5162 I Pool&Spa $726.85 Email: M@CH.ORG Contractor. AMERICAN DREAM POOLS&SPAS-AMERICAN DREAM POOL DESIGN& B001 Permit Issuance Fee $54.00 54.00 CONSTRUCTION INC Address: 33340 NICHOLAS COMMON TEMECULA CA 92592 B078 Private Swimming Pool $98.00 98.00 Ph: 951-234-1685 Email: M@CH.ORG B143 Water Piping System New/Repair $6.50 6.50 Lic.Information946387 Exp.Date:10/31/2014 LICENSED CONTRACTORS DECLARATIONLICENSED CONTRACTORS DECLARATION B150 Gas Pipe Syst-Up to 4 Outlets $6.50 6.50 I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9(commencing B39-B53 Residential Structural Fee $339.30 339.30 with Sec.7000)of Division 3 of the Business and Professions Code,and my license is in full force and effect. In securing this permit I am acting with the knowledge of and on behalf of the owner of the property. 8003 Residential Plan Check Fee $220.55 220.55 • - ;y::'r j;''.j, , SB1473 $2.00 2.00 '' Date: i 4µ:T ,,, , r j .'. � �: �.1�;�`r Contractor:: ;,� ,x ,,-,-i' TOTAL FEES $726.85 OWNER-BUILDER DECLARATION AMOUNT PAID $726.85 I hereby affirm under penalty of perjury that I am exempt from the Contractor's Licence Law for the following reason,(Sec,7031.5,Business and Profesional Code: Any city or county which requires a BALANCE DUE $0.00 permit to construct,alter,improve,demolish or repair any structure,prior to its issuance,also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code)or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Sec.7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more that five hundred dollars($500.00) I,as owner of the propterty,or my employees with wages as their sole compensation,will do the work,and the structure is not intended or offered for sale(Sec.7044,Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon,and who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for sale. If however,the building or improvement is sold within one year of completion,the owner-builder will have the burden of proving that he she did not build or improve for the purpose of sale). I,as owner of the property,am exclusively contracting with licensed contractors to construct the project(Sec.7044,Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,and who contracts for such projects with a contractor (s)licensed pursuant to the Contractors License Law). ,.. I am exempt under article 3 of the Business and Professions Code. Date: Permittee: Print Full Name: WORKERS COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ........... applicationagree r, I have and will maintain a certificate of consent to self-insure for workers'compensation,as I certifythat I have read this and state that the above information is correct. I to comply provided for by section 3700 of the Labor Code,for the performance of the work for which this permit is with all city and county ordinances and state laws relating to building construction,and hereby authorize ` issued. representatives of this city to enter upon the above-mentioned proptery for inspection purposes. - _ l I have and will maintain workers''compensation insurance,as required by Section 3700 of the ` Labor Code,for the performance of the work for which this permit is issued. My worker's compensation ,y R` '„.-:=h ' insurance carrier and policy number are: -. _ ! 'ems '' — �,..-.e,'. Carrier: Policy APPLICANT SIGNATURE \ 'DATE #: ¢ !Applicant:- •KYLEKRITZ , TM.. W I certify that in the performance of the work for which this permit is issued,I shall not employ any G� i�rson in anymanner so as to become to the worker's compensation laws of California,and Address: 33340 NICHOLAS COMMON TEMECULA CA 92592 g P subjectP 1 agree that if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with those provisions. Ph: 951-234-1685 Email: M@CH.ORG Lic.Information Exp.Date: ,..R_.v.,j. Date:..-° -'.,ii ,'.i.f, r 3g . p.. ., y. I certify that the user of this facility shall comply with sections 25506,25533 and 25534 of the Health and r�i:" APPlicant:: �,.,�-���.,:;, Safety Code,which regulate the storage,handling and use of hazardous materials WARNING: Failure to secure worker's compensation coverage is unlawful,and shall subject an employer to criminal penalities 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 fees. CIT.( OF CHINO HILLS COM MUNITY DEVELOP IVIENT BUILDING 8,, SAFETY DIVISION wh Prifli 364-270,0 lioa[wPa Post in a safe, conspicuous place at front of lob. Provide permit number when calling for inspection. Have approved plans on job at time of inspection. 1-1,10 '7 HALD BE C,111_,.TE:RFD-VEIN U [ASP E 2, il File this perrnit with your permanent records when job is complete, RECORD INSPECTION DATE INSPECTOR INSPECTION DATE INSPECTOR Gradhg: Block Wall kisictio• 4: Pregrade Meeting Footing,Rebar Rough Grade 15"Lift Bond Beam Terraces 2rd Lift Bord Beam Sub Drains 3rd Lift Bond Beam Finish Grading Drain I Seal Soils Certification Grading Certification Rough ReRoof: Tear-off,Existing Conditions Undergro d SkeI -dii • : Sheath Nailing Building Sewer Line Roof Final Water Supply Line UfG Electrical Service Conduit SW- 71.1 PCKft: Storm Drain/Catch Basin Location'Rebar Bondingi Light DO NOT BACKFILL UNTIL ABOVE IS APPROVED Gas Test It Gr Conduit Verify Scoi Engi Ro Elect Compaction,moisture,conditioning,etc. POOL NOT TO BE FILLED UNTIL FENCING IS COMPLETE Fence Gate&Alarm slab km Final Pool UF Waste Plumbing UF Water Fire R-otellim Equi UF Mechanical UG Pipe U Electrical Thrust Blocks U Framing Hydro UF Insulation Flush Subfloor Weld Outlet Insp. ABOVE IS REQUIRED PRIOR TO FOUNDATION INSPECTION Overhead Hyo Foundation la --o•.-Work: Tail)Po Pole Setback/Footing—OK to Pour Electric UFER Ground(Rebar/Copper) Gas T Hardwffe Hold-Downs Piers/Caissons I Tendons FINAL INSPECTIONS Slab Grade—OK to Pour NO OCCUPANCY PERMITTED WITHOUT FINAL DO NOT POUR CONCRETE UNTIL ABOVE IS APPROVED County Environmental Health Dept. (391-7570) Sham-lusu tion Planning Dept.(364-2752) Roof Nailing Public Works (3-64-2774) Exterior Walls Fire (393- 88) Interior Walls Landscape (364-2766) HardwweiHold-Dowm ALL ABOVE MUST BE APPROVED BEFORE FINAL BLDG. Final Grade C. -bo Ti 1d.i• : Final Electric Framing Final Plumbing Rough Electric Final Mechanical Rough Mechanical Final Building/Construction OP MS Rough Plumbing'Topout Water Meter Number COVER 110 RK UNTIL ABOVE IS APPROVED CERTIFICATE OF OCCUPANCY Irmuldim OK TO ISSUE D all k ..ctim: OTHER: Interior Exterior r- A EXT LATH /23/11, • "'" Stucco Scratch MisII ..;;.1 us kpedii. M.14-Tnry Fieplace Plate Ties,Fire Block Patio Deck: Footing Frame Access Light vetch NOTICE TO OWNE :CH for FINAL INSPECTION on e• Ob. This --. - if -1 `3S d cm-abanko fcw a Patio Final period of 160 d1'. tiSOILS AND GEOLOGY GROUP Soils Engineering • Engineering Geology 17231 EAST RAILROAD STREET, SUITE 200,CITY OF INDUSTRY, CA 91748 TELEPHONE(626) 964-2314 FAX (626)965-3802 May 2, 2013 JOB# 13-M16 American Dream Pools CHINO HILLS 33340 Nicholas Common Temecula, California 92592 APPROVE D Th?s sot of ,ins&s c c Dons must b; kept on the�et an times slid It is ��>, � ��changes or�lera,�ar�s��same�� Subject: Proposed Swimming Pool`anal i .c, - r-, v 11 �.�,,. c;f.,I y City of chino N4±? ,i i O r a-<<3 Lot 84; Tract 13906-5 r:,; t: ,,F' .LLT i hnf to .ru or b a�s art ffi+of �;+ cn r Chino1933 Vista Del Sol po:�5�t",Wt1s5'-1'\ °.1 of CiyOr6;�ane3 11.6ti� L::�r Hills, California �r.y e.mi____. Date._._ V Gentlemen, v- ---- Pursuant to your request I have inspected the subject site on April 30 2013, and reviewed the pool plans by American Dream Pools. The site is currently developed with a two-story single family residence. Surrounding lots in the general area have been developed with residential homes. The proposed pool is located on the nearly level pad off the east side of the house. An ascending slope exists off the rear property line of the pad area with 2 horizontal to 1 vertical gradient. The adjacent lot next to the pool is 3 feet lower. The pool excavation is expected to be into compacted fill reported in the original grading of the Tract. The Results of Observation and Field Testing During Grade 1 Report by John A. Sayers and Associates dated February 25, 1994, was reviewed for soil parameters. Soils on the lot are reported to have a medium expansion potential with an Expansion Index = 79. RECOMMENDATIONS The following recommendations are intended to provide a safe design for the intended use. Soils on the site are sandy silts with clay and have a medium expansion potential. A conventional pool design in accordance with the Code for expansive soils is recommended. Pool and retaining walls with a level backfill should be designed to resist lateral pressure equivalent to a fluid pressure of 45 pounds per cubic foot. Footings having a minimum embedment of 18 inches into firm soils may be designed for an allowable bearing pressure of 1000 pounds per square foot. Resistance to horizontal forces on foundations may be provided by the combined effect of passive soil pressures and frictional resistance between concrete and firm soils. Lateral soil pressures of 25o pounds per square foot per foot of depth may be used to woo pounds per square foot. A coefficient of friction of 0.30 is recommended for the on-site soils. 2 Patio slabs should have a minimum thickness of 4 inches over 4 inches of gravel and reinforced with 6 x 6 -W2.9 x W2.9 (6 x 6 - 6/6) welded wire mesh, or equivalent, placed at the center of the slab. A soil sample from the pool area was delivered to Anaheim Test Laboratory for analysis of sulfate contents. Test results enclosed indicate a negligible sulfate content at o.olo%. Sulfate resistant cement should not be required for concrete or gunite. The pool excavation should be inspected prior to placement of reinforcement by a representative of the Soils Engineer to verify favorable soil conditions as reported. The opportunity to be of service to you on this project is appreciated. Should you have any questions, please call us at your convenience. Respectfully submitted, SOILS AND GEOLOGY GROUP to` Ess/04, to G. Sr/ qt ``leery) POP' u, 'o.GE805 m Frank C. Stillman d Exp.8,30-13 G.E. 8o5 s4cFrECHN o �°Pv�P QN. FCS/pr °F CIO° Enclosure: Anaheim Test Laboratory Report Distribution: Addressee (4) 3 05/01/"2013 11: 05 • 7145491847 ANAHEIM TEST LAB PAGE 01 ANAHEIM TEST LABORATORY 3008 ORANGE AVENUE SANTA ANA, CALIFORNIA 92707 PHONE (71 4) 549-7267 TO: Date: 5/1/13 Soils & Geology 17231 E. Railroad St. #200 P.O. No. VERBAL City of Industry, CA. 91748 Lab No: B-6403 Specification:CA-417 Attn: Frank Material: Soil PROJECT # 13-M 1933 Vista Gel Sol Analytical Report Soluble Sulfates per CA. 417 0.010% Respectfully Submitted -`-` • By: • Wes Bridger Chemist SOILS AND GEOLOGY GROUP Soils Engineering2 e EngineeringocrryO Geology 17231 17231 EAST RAILROAD STREET, CA 91748 TELEPHONE(626)964-2314 FAX(626)9653802 NoTicE OF iNspEcT, 10, N JOB LOCATION JOB NO. DATE OF INSPECTION CLIENT/OWNER - CLIENT'S ADDRESS DESCRIPTION OF AREA INSPECTED. . _ _ — — _ - : ZO6' rn ,,, GE, i 7:3; WC)' 30A% „4 I 41 1 1 r,./...T11 __ JOB SUPERINTENDENT '''':-:1,,,..e::,FI., INSPECTED BY: SIGNATURE SIGNATURE