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HomeMy WebLinkAboutMISC-21-1653 Aill i,, • City of Arcadia, CA Permit NO. Misc-21-1653 yy .i, Development Services Department Permit Type:Mist 240 West Huntington Drive,Post Office Box 60021 > Work Classification:Misc-Special Inspection Arcadia,CA 91066-6021 (626)574-5416 Permit Status:Issued ARCADIA Issue Date:08/31/2021 1 Expiration: 08/31/2022 , Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 2039 ELKINS PL Arcadia,CA 91006-1518 5765008006 Contacts IJIA PING INVESTMENT LLC Owner Wonderful Pools&Spas Contractor 4435 ROWLAND AVE,EL MONTE,CA 91731 475 S Rexford,Rialto,CA 92376 (213)440 2120 vyan@arcdcllc.neT (951)823 6829 902812 Description:PROVIDE COMPACTION REPORT FOR PREVIOUSLY Valuation: $ 0.00 Tenant DEMOLISHED POOL. REFERENCE 19-1448. Total Sq Feet: 0.00 Plan Check# Plan# v. Fees Amount Payments Amount Paid Building Issuing Fee $55.00 Total Fees $196.15 Extra Inspection-Not ready/Hrs not $125.00 Cash/Receipt ti REC-08684-21 $196.15 covered Solid Waste Management Fee $6.25 Amount Due: $0.00 Technology Fee(Permit) $9.90 - Total: $196.15 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. 10 COMPLETED 0 /($ /Oe'i'k c / f 14C August 31, 2021 Issued By:Steven Roberts Date August 31,2021 Page 1 of 1 r Is PERMIT/PLAN REVIEW APPLICATION ' ' ; 44I j, Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021,(626) 574-5416,Fax(626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ 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. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class Cl"E 3 License No. 9 O 21 I L Exp. Date Obi compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor 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 0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the pert ance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensatio s ce carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier 0 r0 ` k - . demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number (This section need not be completed if the permit is for one hundred dollars or less) 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 I certify that in the performance of the work for which this permit is issued,I shall exempt there from and the basis for the alleged exemption. Any violation of 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($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of ection 3700 of the Labor Code,I shall 0 I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License 0 l ? Signa �^ c"fittd$OLV\ 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. 0 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). ❑ 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 THE 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 further information. Fame `. ' ��i. Title LM i ' c.r I certify that I have read this application and state that the above information is c rrect and that I am the owner or duly authorized agent of the owner. I agree to co ply with all City ordinances and State Laws relating to buildi�g construction. I hereby authorize representatives of the City of Arcadia to en upon the above-m oned property for inspection purposes. Signa Datecsf3fi Z / PROJECT No- FDC-080221 FDC&Associates Corporation Soils Engineering D F .. C CORPORATION FDC & Associates Corporation ENGINEERING CERTIFICATION OF COMPLIANCE FOR COMPACTED EARTH FILLS EXISTING SWIMMING POOL DEMOLITION AND FILLING PERMIT No. DEMO 21-1653 DATE/REV PREP.: September 6th, 2021 SITE: 2039 Elkins Place Arcadia, CA 91006 APN # 5765-008-006 Lot 21, Tract # 20211 PREPARED FOR: Wonderfeful Pools and Spas 315 E orange Grove Blvd Pasadena, CA 91104 (951) 823-6829 info@wonderfulpoolsandspas.com ? OFESS 3 PREPARED BY: FDC & Associates Corporation ,a p.-�► e 322 W Orange Show Lane .4<' 4c., San Bernardino, CA 92408 c,) ' t 7 114 (909) 388-7200 cc 31397 ; info@fdccorporation.com +► EX'. 12/31/2 A CIviL• •F . tc 1 PROJECT No- FDC-080221 J'DC &Associates Corporation Soils Engineering ENGINEERING CERTIFICATION OF COMPLIANCE FOR COMPACTED EARTH FILLS GENERAL INFORMATION: Prepared by: Leo A. Aguilera, PE Register Civil Engineer. - C31397 FDC & Associates Corp. 322 W Orange Show Lane, San Bernardino, CA 92408 Project Number: FDC-080221 Subject of Report: Compaction Report Dates: Preparation 09/06/2021 Prepared for: Wonderfeful Pools and Spas 315 E orange Grove Blvd Pasadena, CA 91104 (951) 823-6829 info@wonderfulpoolsandspas.com Site: 2039 Elkins Place Arcadia, CA 91006 APN # 5765-008-006 Lot 21, Tract # 20211 Legal Description: Lot:57, Tract # 20211 as per map recorded in the office of the County Recorder of Los Angeles County, California Location: See Attached Vicinity Map. Proposed Development: Previously Demolished Pool Back Filling & Compaction Reference: Permit # Demo 21-1653 2 PROJECT No- FDC-080221 FDC &Associates Corporation Soils Engineering TO THE SUPERINTENDENT OF BUILDING: I hereby certify that I have personally inspected and tested the compacted earth backfilling process on previously demolished swimming pool excavation with off-site mixture soil on subject site. Based on those consecutive inspections and testing, it is my opinion that backfill was placed and compacted in conformity with the requirements of Arcadia, City Municipal Code and applicable California Building Code. SOIL COMPACTION REPORT FDC & Associates was retained by Wonderful Pools and Spas, License Contractor, to prepare a Soil Compaction Report as requested by Building and Safety Division of City of Arcadia. As per California Building Code 2019 Sections 1802.2, a compaction report is required in order to document and approve all construction as it pertains to soils and geology. Submitted here with is a compaction report of existing swimming pool demolition and backfilling compaction with imported soil mixture at the subject property location. In situ field density test results are presented in Appendix A. The approximate locations of field density tests are shown on the Enclosure 4. DISCUSSION The purpose of this report to inspect and approve the backfill process with respects to soils and geology of previously demolished underground swimming pool performed under the purview of City of Arcadia Inspectors, and with the approval of a responsible soils engineering consultant.Therefore, this report represents inspections and testing performed for the duration of grading operations. This report includes the in situ testing of compacted fill and representative samples. The backfill was probed, the soil was sampled and field tested to correlate field densities. 3 PROJECT No- FDC-080221 PDC' &Associates Corporation Soils Engineering PURPOSE OF FILL The purpose of the engineered backfilling process and consecutive lifts to sub grade elevation is to provide secondary structural support for concrete flat work and landscape. The in-situ compaction testing consisted of test the engineered backfilling process from the bottom of shell left in place and consecutive lifts to the finish grade elevations as per City's requirements to the building permit. BOTTOM OF SWIMMING POOL The bottom of excavation (shell was preiously removed) was observed and approved by the soils engineer prior to place the compacted fill and after City's Inspector bottom approval. SUBDRAINS PIPES No Sub-drains was inspected by FDC Inspector. WATERPROOFFING No water proof material installation was observed by FDC Inspector. REGULATORY COMPLIANCE All cuts, fills and processing of the existing ground under the purview of this report have been completed under the inspection and with selective testing by FDC & Associates Corporation, and are found to be in compliance with City and California Building Code. The completed work has been reviewed and is considered adequate for the construction now in place. Our findings and recommendations are prepared in Conformance with generally accepted engineering practices. No further warranties are implied or made. This report is subject to review by the controlling authorities for this project. This opportunity to have been of service is sincerely appreciated. If there are any questions regarding this matter, please contact this office. 4 PROJECT No- FDC-080221 IDC &Associates Corporation Soils Engineering IN-SITU TESTING PROCEDURES FOR BACKFILL Back fill consisted of off-site material mixture of fine to coarse Silty Sands. In-Place Density Tests, were made in accordance with ASTM: D 2992-91 This soil test was performed using the HS-5001 EZ (Moisture-Density Gauge) in accordance with ASTM 1556-07 (Standard Test Method for Density and Unit Weight of Soil in Place by The Sand Cone Method), ASTM D 1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort, ASTM D 6938-10 Standard Test Method for In-Place Density and Water Content of Soil and Soil- Aggregate by Nuclear Methods (Shallow Depth) and with the ASTM: D 3017-05 (Standard Test Method for Water content of Soil and Rock in Place by Nuclear Methods). FILL PLACEMENT Based on our observations approved off-site soils mixture were used to construct the backfilling, the imported soil consisted of clean light brown silty sands mixture were placed on layers ranging from 6" to 8" inches, brought to optimum moisture content and compacted to a minimum of 90 % of laboratory maximum density. A Nuclear gauge was used to control the soils moisture content and density, please see results on Appendix A. The backfilling and re-compaction process was performed using a Bob-Cat Wheel Loader until the pad elevations for the proposed grading were achieved. Backfilling process dates from 8/30/21 to 9/03/21 . CONCLUSIONS This office certifies that the performed testing at the locations and elevations of consecutive lifts every two (2) feet to the top of backfilling and found compacted at least at 90 % of the maximum density obtained from Proctor Standard Laboratory Test. Soil = Mixture of imported soil, Depth of Fill = 4' 5 PROJECT No- FDC-080221 PDC &Associates Corporation Soils Engineering VICINITY MAP SITE I. • W A.4.11 SW foCNw BAC E FaMJI BAC Fn.• z 7;1' SANTA ANITA VICINITY MAP Coordinates For: Previously Demolished Pool Enclosure: 34° 10' 14.12" N W Pool At Al 118° 01' 34.84" W Date: 2039 Elkins PI, Arcadia, CA Project No.: Elev. 832 ft 09/06/21 080221 T1 N, R11 W, Sec 15 FDC&Associates Corporation 6 PROJECT No- FDC-080221 FDC &Associates Corporation Soils Engineering r I ' 1 - to, a , ,„ .. •�` • "!t M . ' . . 1 —...'.. '..SI .,,,. f.,,,f i.. I 0 1 , . • SITE 1146„, lik $, Via., .. , /17 . : . - f " �:; w 1 ,. - �' 4. is " --,_-1 1 f'1'.'. ji 74 -'fir • 4 e t ( w + ?FA`s .••` . ' t 1' )11Iff - - 'Tt*-.- ."'i 't 1 if/ . i-tf - -z ' .A �� • .tet r i. ' ' / , t7: • r- 1 .. k ,',V -: ,„„,„ 4, _ - A A , , r1 \ • A ‘ N. , y } a 'sa 4 4 I 4 ,, ...„..,.,.. , J ' . 4614S4,...... , i , `' .s ' 4- P • Ilk z 16 i qv ! , t o ; is r Coordinates Aerial Photography 34° 10' 14.12" N For: Previously Demolished Pool Enclosure: 118° 01' 34.84" W W Pool At A2 Elev. 832 ft Date: 2039 Elkins PI, Arcadia, CA Project No: 09/06/21 T1 N, R11 W, Sec 15 080221 J"I)C&Associates Corporation 7 PROJECT No- FDC-080221 PDC &Associates Corporation Soils Engineering 'fil; y. -) .1 ,11 --.j: ' p;,- vzi: c( --' e-f,-- ,,f 'Li 1 NI iefo.iv.7.-.4*,A01.14t% j ,,-- . tk ..... 1114\) At 1 b&I / ,. ri ,A Fit 4/I ,l`-41.\--„,11 ' .Nlitottl ,, ..,1 t, ,„ ' T.-'.71-7-ff \ i4jj 'frj iN ' 1,0 i, I. x'73)1 )/ d °.': -Ijry;. ' �- / iitt. .tii, ' if... Ito r 4, . ,,,:. . . 111*,- . ___ . .... IIIIP •,,4: 4 .--_-:.= ;,-,;_, 1 r".- \ r ra, „411,..L. _or: 70_ slfre n.:1 ) ,.------:-.Iff tit:•-• i 1 - () .1 ... 4T,L...,0 • vi) .i.ill ---1 _ ,\ dieb„. f r \\..., , I - , ,,,t . ., ea--...., ,,, , „" : \\.,, „ „. „ N, /- g:ge .' 1, ,P) AV& 71i. ttI ex _ . , �t►i- � i i : ,, - . ,,k 10,..,......1 . .. „mac ►,�N. _., C.) .1=c,b. .... 141 • Coordinates USGS Topo Map 1:24000 Scale 34° 10' 14.12" N For: Previously Demolished Pool Enclosure: 118° 01' 34.84" W W Pool At A3 Elev. 832 ft Date: 2039 Elkins PI, Arcadia, CA Project No.: 09/06/21 T1 N, R11 W, Sec 15 080221 FI)C&Associates Corporation 8 PROJECT No- FDC-080221 EDC &Associates Corporation Soils Engineering Ilk fr... .4 ..Q. ‘,..al • • ,i • illrl'ii • 5 :11i11/. 0 I2 • ". i t K 3 10 ,+ II or. i dig 117 f l .,o-• .ja. ,A10 411* Coordinates TEST LOCATIONS 34° 10' 14.12" N For: Previously Demolished Pool Enclosure: 118° 01' 34.84" W W Pool At A4 Elev. 832 ft Date: 2039 Elkins PI, Arcadia, CA Project 09/06/21 No.: T1 N, R1 1 W, Sec 15 080221 FDC&Associates Corporation 9 PROJECT No- FDC-080221 FDC &Associates Corporation Soils Engineering APPENDIX A I0 PROJECT No- FDC-080221 FDC &Associates Corporation Soils Engineering FDC&ASSOCIATES CORPORATION Project: 2039 Elkins Place Backfilling Testing Maximun Dry Density 125 pcf COMPACTION TEST RESULTS Test# Date Elevation Moisture Dry Density Compaction Below F.G 1 9/1/2021 3 8.9 113.80 91.00 Nuclear Gage 2 9/1/2021 3 9.4 114.30 91.40 Nuclear Gage 3 9/1/2021 3 12.7 117.10 93.70 Nuclear Gage 4 9/1/2021 3 11.0 116.40 93.10 Nuclear Gage 5 9/1/2021 3 12.0 113.90 91.10 Nuclear Gage 6 9/1/2021 3 11.4 113.60 90.90 Nuclear Gage 7 9/3/2021 0 12.0 115.60 92.50 Nuclear Gage 8 9/3/2021 0 10.5 114.80 91.80 Nuclear Gage 9 9/3/2021 0 9.4 115.20 92.20 Nuclear Gage 10 9/3/2021 0 12.7 115.10 92.10 Nuclear Gage 11 9/3/2021 0 9.8 113.80 91.00 Nuclear Gage 12 9/3/2021 0 10.9 114.60 91.70 Nuclear Gage 11 PROJECT No- FDC-080221 FDC &Associates Corporation Soils Engineering GALLERY 1I y t s a ...0 e 1115. 4 - s.�. •.. ;t� •f c/ {- AV.-wk Xrte • `. ` _ f v _ '�1 - V• L _ ..� _ • - 12 PROJECT No- FDC-080221 17)C&Associates Corporation Soils Engineering ' • 1 . .� /..ter ......,.$ • t x •,_:,„...,3„,, a :t•�iw a J '"1,� '. ?i Yj " r i j... 1. �l' Je •„ `„ i yeti '�r ...41V, yR ,, ` Y. 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