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HomeMy WebLinkAboutDEMO-19-2374 '-'. 043-,` City of Arcadia, CA . Permit NO Demo-49,2374. N. ` ;, Development Services Department u , a r 't s M ,,k Permlt�Type Demolition, • 240 West Huntington Drive,Post Office Box 60021 .4*" o" I f i 4 ' ' ., °, Arcadia,CA 91066-6021 ''''''.1.1'.1 i° I yp.1 Work Ciassrficatlon� 6Demo/Pool,`. I (626)574-5416 -:',",''.: 1-,,:;,;,,e_. .P,errgit Status.Estimate „ e ARCADIA. E Issue Date,� Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 275 .. W,• LEMON AVE Arcadia, CA 91007-8032 5785006010 ��.5;_, m a .• �.�.,., ,w .a; .,, �� , � .� ... .� .R.. �. �.. .,. .mJos/ Contacts JENG LIN Owner PROSPERITY DEVELOPMENT INC* Contractor 275 LEMON AVE,ARCADIA,CA 91007 (626)566-5940 hwe3419@yahoo.com (626)757-0058 1035702 Description:DEMO INGROUND POOL 30'X 15'.COMPACTION Valuation: $ 0.00 Tenant REPORT REQUIRED Total Sq Feet: 0.00 Plan Check# Plan# iR f - V..ff^";..., .• .. .sm... ix:-.,t,4S-. m5....',, "i.<;S5S55454 .,....mi-"` a..pc s......T....1R.1 .Ge.".w:ru,....,,._._.. ffiSYdRft ^_l.<,.I Fees Amount Payments Amount Paid Demolition Permit(Pool/Spa Backfill) $53.00 Total Fees $106.26 Demolition Permit Issuance Fee $47.01 Cash/Receipt#REC-03162-19 $106.26 Solid Waste Management Fee $6.25 Amount Due: $0.00 Total: $106.26 -, fl COMPLETED 1 _15-_24:, •g ec-Ef of 0 61rweeiu7--iea✓ lEPtr/GT irt,g .134,...,,,,, Q" Rot—. CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message PeAd,C t jE io,, gel'AlStidEP requesting the address,timeframe and what inspection item is needed. ` ~� This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. S/ ' Issued By: Date November 25,2019 Page 1 of 1 6,4o1,iF c9dl f . PERMIT/PLAN REVIEW APPLICATION \4.'/i Development Services Department,240 West Huntington Drive,Post Office Box 60021 %Unity of 0° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 • City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. J /� ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class G License No. 103S702, Exp. Date /Zd compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contnt ractorr r2.----x---,- - 1.••1 1!� performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION \ ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier .511i'2 FU VI 01 demolish,or repair any structure,prior to its issuance,also required theny city ei for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number C�q�! �� 1 provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the pemu is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of 0 I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for ��-j_ sale(Section 7044,Business and Professions Code:The Contractors License Date II /i Signature `—'� Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed ' contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). 0 I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name • Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO'1'Hb,BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for \ini further information. e (5eh/I L W al Title 0 (.)h 2 It PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Sig ature io` ate /2 /12 Q ),v N°vta1 Loa 16 vo vtl�'ev._ Nowal M L ply s gN3 Ns1 JAM© 1 5Yari 1/04181 ••Nti �S1i Cal-Land Engineering, Inc. dba Quartech Consultants : f Geotechnical, Environmental, and Civil Engineering January 9, 2020 Mr. Benny Wu Prosperity Development Inc. 1532 Fishburn Avenue Los Angeles, California 90063 Subject: Soil Compaction Report, Proposed Swimming Pool Backfill, 275 W. Lemon Avenue, APN: 5785-006-010, Arcadia, California. QCI Project No.: 11-026-001C Gentlemen: This report presents results of our field density tests performed on the abandoned pool backfill at the subject site. The site conditions, field and laboratory test results, and post-grading recommendations are presented as follows: SITE CONDITION This report present result of our field density tests performed on the abandoned pool backfill. The existing pool shell and associated structures was removed to exposed competent natural ground. The depth of removal was approximately nine foot below the adjacent grade. The pool was backfilled to design grade with fill material. The fill placed under this report should be classified as primary structure fill. It is recommended that any construction within and/or adjacent to-the pool backfill area should be reviewed by the geotechnical engineer. FIELD DENSITY TEST 1. Field density test was performed using the Nuclear Gauge Method (ASTM D-6938-10) and/or Sand Cone Method (ASTM D-1556-07). The field density test results are presented in Table I. Approximate locations of the test are shown on the enclosed Site Plan (Figure 1). 2. Field density tests were performed at random locations to check compaction effort provided by the contractor. The test results exceeded minimum required relative compaction of 90 percent. The test results herein are considered representative of the compacted area. LABORATORY TESTING The laboratory maximum dry density and optimum moisture content for the import soils were determined according to laboratory standard ASTM D-1557-12. The following table presents the test result of representative soil samples collected from the subject site: TABLE II LABORATORY TEST RESULTS ter,Y Soil Type _ �, Maximum Drfi Density 'Optimum Moisture Content A- Brown silty sand 130.0 8.0 B-Medium brown silty sand 129.0 8.5 C-Brown sandy clay 116.0 14.0 D- Light brown silty sand 128.0 8.5 576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090 I Prosperity Development Inc. Page 2 • QCI Pro"ect Number: 11-026-001C Janua 9, 2020 REGULATORY COMPLIANCE The field compaction tests were performed in accordance to the American Society for Testing and Materials (ASTM) standard procedures. The test results would not indicate the conditions of the subsurface materials underlying the fills. The engineering performance of the underlying materials and other materials are therefore not included in this report. Our field.observation and soil tests were conducted in conformance with generally accepted professional engineering practices, and no further warranty is implied nor made. This report is subjected to review by the controlling authorities of this project. This opportunity to be of service is appreciated. If you should have any questions, please call the undersigned. Respectfully submitted, CalLand Engineering, Inc. (CLE) dba Quartech Consultants (Q1/4‘j (4*0 ,,„ CI) vikoFESS/o0 �40) , cs F 0 2153 --,P___ _ _ (Vr1(,(/ - a * E .31-21 Jack C. Lee, GE 2153 Jerry Jerry Lin Principal Engineer d = Nit' Project Engineer 91OF ,FOR End.: Figure I—Site Plan Dist: (4)Addressee TABLE I FIELD DENSITY TEST SUMMARY "t: De th `Moisture " D l ;=Relative : ° �� :: .Test- f Test ' Nest ¢s P • z, ,. ry . rSoil { ANO 4i °Date �' Location° f Below Content,1,,,,,',-%. Density Compaction T er Test .'� ,-...:!,7'76:- .',,- . _ _ i_ , , -- a s� FS�(ft)_; tt (-43) s_ , ��(pcf) .:,11 -(%) _, ,.YP ._Methoct::-' X-1 12-12-19 Pool Backfill 8 8.5 120.1 92.4 A N X-2 12-13-19 Pool Backfill 6 11.3 116.5 90.3 B N X-3 12-13-19 Pool Backfill 6 11.9 116.2 90.1 B N X-4 12-16-19 Pool Backfill 4 17.1 105.6 91.0 C S X-5 12-16-19 Pool Backfill 2 16.3 105.2 90.7 C N X-6 12-16-19 Pool Backfill 2 16.0 105.6 91.1 C N X-7 01-07-20 Pool Backfill FS 11.1 115.3 90.1 D N X-8 01-07-20 Pool Backfill FS 10.9 115.7 90.4 D S Note: FS =Finish Surface N=Nuclear Gauge Method S=Sand Cone Method 576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090 M' • 1 1 zy,r --.) 1 s1. —�—� • 1 i I-5 X X3 8 I I X-1 E. I X-2 X-4 X-6•I IllD/A J I. 1 CalLand Engineering, Inc. Project Address: dba Quartech Consultants c APN: 5785-006-010 LEGEND Geotechnical, Enviromental & Civil 275 W. Lemon Avenue Engineering Services Arcadia, California X-1 Approxmiate Field Density Test Location _ —Nei ZQ — — — Approximate Limit of Compacted Fill q Placed Under Purview of This Report SCALE AS SHOWN SITE PLAN 1/2020 FIGURE 1