HomeMy WebLinkAboutUntitled +r�� Lity of Arcadia, CA Permit NO. Demo-18-0829
Development Services Department Permit Type:Demolition
240 West Huntington Drive,Post Office Box 60021
- • e Arcadia,CA 91066-6021 Work Classification:Demo/Pool
' (626)574-5416 Permit Status:Issued
ARC.ADIA Issue Date:05/21/2018 1 Expiration: 11/17/2018
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
51 W Birchcroft ST Arcadia,CA 5788010048
Contacts
JIM JI Owner C C POOL CONSTRUCTION CO INC Pool Contractor(C-53)
51 BIRCHCROFT ST 1490 SAN PONTE RD,CORONA,CA 92882
Description:DEMO INGROUND POOL 110PF Valuation: $ 0.00 Tenant
Total Sq Feet: 0.00 Plan Check It Plan#
Fees Amount Payments Amount Paid
Demolition Permit(Pool/Spa Backfill) $50.00 Total Fees $100.60
Demolition Permit Issuance Fee $44.35 Cash/Receipt#REC-001203-2018 $100.60
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $100.60 -
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CALLS FOR INSPECTIONS
4-.5- a 25 r;;ldL 4%157'6cr-tot, Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
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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
✓ coMPLETED consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
May 21, 2018
Issued By: Date
May 21,2018 Page 1 of 1
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L.1.3ro 191
4 ! I PERMIT/PLAN REVIEW APPLICATION -
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0.›......„tot.. Development Services Department,240 West Huntington Drive,Post Office Box 60021
.....„4., 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
ofessions 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 C Licens No. cf 7 97sExp. Date/o/9 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 performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier 7x-O
demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number 9,.7s.71:5/._ yo
for such permit to file a signed statement that he or she is licensed pursuant to thes section need not be completed if the permit is for a 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
exempt there from and the basis for the alleged exemption. Any violation of ❑ 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 co ply with those provisions.
compensation,will do the work,and the structure is not intended or offered for ,7 '_z<sale(Section 7044,Business and Professions Code:The Contractors LicenseDateSignature
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.
Name7htiZ ..271-/A427 Title 2ii(.Xc
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 the ' ,•'•- 1.• tion'. property for inspection purposes.
Signatu ---- _ Ete 4-7...)- ---7.4-7...)- ---7.Or
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Owner's Name : Mr. Jim Ji
Job Address : 51 W. Birchcroft St. Arcadia, CA 91007
Contractor's Name : C. C. Pool Construction Paul Wang
1490 San Ponte Rd. Corona, CA 92882
626—228—8775 C-53 # 987975
Re : Swimming Pool Back Fill :
a) drill 2— 3 holes ( 4' dia. ) at bottom on deep and shallow side
b) remove 18"high gunite from coping and obtain site inspection
from soil engineering
c) remove and disconnect pool equipment and power source
d) fill back clean dirt every 3ft with 93% compact up to 4"below
existing concrete and inspection by Soil Engineer
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DON SOILS ENGINEERING, CO
CONSULTING GEOTECHNICAL ENGINEERS
2225 S.LA BREA AVENUE LOS ANGELES,CA90016 TEL.(323)936-6763 FAX.(323)936-6581
June 1,2018
Project No.: G-3065
Jie Zhong
51 Birchcroft St.
Arcadia, Califronia
Subject: COMPACTION REPORT(NON-STRUCTURAL FILL)
Proposed Swimming Pool Backfill
51 Birchcroft St.
Arcadia,California
INTRODUCTION
Submitted herewith is a summary of the observation and testing services provided
from May 23,2018 through May 29,2018 by Don Soils Engineering,Co.,during grading
operations. These observations and tests were required in order to comply with the City
of Arcadia grading ordinances.
The purpose of the grading was to provide landscape area after backfilling the
existing swimming pool (Non-Structural fill).
SITE CONDITIONS
The subject site is located on the north side of Birchcroft St. in the City of
Arcadia.
The approximate location of field density fasts and limits of certified fill is
shown on Drawing A. ASTM D-1557 was used for the laboratory standard for
maximum density and ASTM D-1556 for field density test method.
GENERAL GRADING EOCEDURE
The following is a discussion of the grading operations as they were performed on the
subject site.
1. The gunite perimeter wall of existing swimming pool was removed to 12 inch
from existing surface. Existing concrete shell is also remained. There were three
36"diameter holes on the bottom of existing concrete shell for drainage.
2. Deleterious materials at the area to be graded, such as concrete debris, were
removed and disposed of off-site prior to grading.
3. The depth of compacted fill was approximately 3.5 to 8 feet. Fill, consisting of
import materials, sandy silt (MS), placed in lifts restricted to six inches in
thickness, watered or air-dried as reqiired to achieve adequate moisture
conditions, compacted to a minimum relative compaction of 90 percent of the
laboratory standard. The soils were compacted mechanically by construction
equipment.
4. The approximate locations of all tests taken within the graded limits included in
this report and test results are shown on the enclosed Drawing A and Table II.
Lab density test result is presented at the end of this report in Table I.
CONCLUSION AND RECOMMENDATIONS
The observations and test results indicate that the compaction was accomplished in
accordance with the City of Rialto Arcadia ordinance.
The conclusion and recommendations contained herein have been based upon our
observation and testing as noted. Services performed by Don Soils Engineering Co. were
prepared in accordance with generally accepted geotechnical engineering principals and
practices. No other warranty, expressed or implied. is made as to the conclusions and
professional advice included in this report.
This report pertains only to the grading and compaction within specified site as
described herein and is subject to review by the appropriate regulating agencies.
Very truly yours.
Donghyun Yim/Civil Engineer
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TABLE I
LABORATORY TEST SUMMARY
Soil Classification Maximum Optimum Shear Shear
Type Dry Density Moisture
lbsicub.ft %Dry Wt Cohesion Friction
(psf) (deg)
(SM) Silt, sand, brown 110.4 6.9
TABLE II
RELATIVE COMPACTION SUMMARY
Test Date of Depth Soil Type Moisture Dry Unit Relative
No. Test Below Fin. Content Weight Compaction
Grade(ft.) (percent) (pounds
per cubic
foot)
I 5/28/18 6 I 7.8 101.2 91.7
2 5/28/18 4 1 8.2 100.2 90.8
3 5/29/18 2 I 8.1 101.7 92.1
4 5/29/18 On-grade I 7.8 101.6 92.0
4 5/29/18 On-grade I 8.3 101.3 91.8
CITY OF ARCADIA
BUILDING &SAFETY DEPARTMENT
ENGINEER'S CERTIFICATE OF COMPLIANCE FOR COMPACTED EARTH FILLS
LOCATION OF FILL: APN NO: 5788-010-048
JOB ADDRESS:51 BIRCHCROFT ST.ARCADIA,CALIFORNIA
SOIL TESTING AGENCY: DON SOILS ENGINEERING,CO.
PROPERTY OWNER'S NAME:JIE ZHONG
OWNER'S ADDRESS: 51 BIRCHCROFT ST. ARCADIA, CALIFORNIA
PER REPORTS ON OUR PROJECT NO. G-3065
DATE WORK STARTED ON PROJECT: MAY 23, 2018
DATE FILL WAS COMPLETED: MAY 29, 2018
DATE OF THIS CERTIFICATE: JUNE 1,2018
TO THE SUPERINTENDENT OF BUILDING:
`I hereby certify that I have personally inspected and tested the placing of compacted
earth fill on the above described property, and . ' i- basis of these inspections and tests
it is my opinion that the same was p : :,.'�AFrSSi ,••ty with the requirements of
4 a''G !Jh J: e .
California Building Code. �� ° �
0 No.59739
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Eap_ 12
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Civil Ene neer C597=19
• For the purpose of this Certificate, to "have personally inspected and tested" shall
include inspection and testing performed by .ny person responsible to the licensed
engineer signing this certificate. Where the inspection and testing of all or part of the
work above is delegated, full responsibility shall be assumed by the licensed engineer
whose signature affixed thereon.
PLOT PLAN AND TEST LOCATIONS
Birchcroft St.
LI
Scale 1 "=30'
Existing
Residence
9
( 1-st)
Existing CueasJ
Swimming ' et. ' House I
Pool Its r
Legend
: the limit of
compacted fill
: the depth of
compacted fill
• : Test no. and apprctx.
- - - locations
SWIMMING POOL BACKFILL PROJECT NO.
51 BIRCHCROFT STREET
ARCADIA,CALIFORNIA DRAWING A
DON SOILS ENGINEERING, CO.
CONSULTING FOUNDATION ENGINEERS S ENGINEERING GEOLOGIST