HomeMy WebLinkAboutDEMO-20-0931 f
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'' City of Arcadia, CA Permit NO:Demo-20-0931
r Development Services Department , r" Permit Type "Demolition
- 240 West Huntington Drive,Post Office Box 60021
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Arcadia,CA 91066-6021 Work Classi ication Demo/Pool
. . .;l..,..4`r (626)574-5416 2 r Permit Status:,,Issued
RCADI Issue pate 06/23/2020'I Expiration: 06/23/2021
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1 920 , •VOLANTE DR Arcadia, CA 91007-6048 5776014005
Contacts
KU,JONATHAN I AND MICHELLE T Owner 11
920 VOLANTE DR a
N.
Description: DEMO IN GROUND POOL/SPA I Valuation: $ 0.00 Tenant
Total Sq Feet: 0.00 Plan Check# Plan It
�; .
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-04782-20 $106.26
Solid Waste'Management Fee $6.25
Amount Due: $0.00
Total: $106.26 -
7-/-zo bet-nbe-eolii-etoeir4 (01,7Yhe/e/ M -, e,7$'11 0—e---
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CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
reque ting the address,timeframe and what inspection item is needed.
She :'Ci e4 i� Z—.
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.
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COMPE?ED
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, .. . June 23, 2020
Issued By: Date
June 23,2020 Page 1 of 1
of ARc
`. e . PERMIT/PLAN REVIEW APPLICATION
Nil
p,. 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. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class License No. Exp. Date 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
❑ 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
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number
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 (This section need not be completed if the permit 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 ❑II 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
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 z ^
ate --'.2T `^ZQ �S gnature- -- CA.4 t
sale(Section 7044,Business and Professions Code:The Contractors License ..--.:-..----„i
1
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 - a
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
�41L-Date- P -'Z3^ -Signature— . • AO,(.l Lender's Address
IMPORTANT: APPLICATION IS �REBY 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.
ame Title
PRINT NAME
i
S
,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.
4.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.
L '',
Signature
p.4.."\,
Date 6-773 2-0
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Company Policy:Three(3)hours minimum charge(including travel time) Quartech Consultants,Inc.h. r
Cal Land Engineering, Inc.
dba Quartech Consultants
Geotechnical, Environmental, and Civil Engineering
July 9, 2020
Mr. Jonathan Ku
920 Volante Drive
Arcadia, California 91007
Subject:, Soil Compaction Report, Proposed Swimming Pool Backfill,
920 Volante Drive, APN: 5776-014-005, Arcadia California.
QCI Project No.: 20-033-056C
Dear Mr. Ku:
This report presents results of our field density tests performed on the proposed swimming 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 proposed pool backfill. Four
36-inch squire drain holes were open at the bottom of the pool to facilitate the drainage. The
depth of was approximately nine foot below the adjacent grade. The pool was backfilled to the
adjacent grade with fill material. The fill placed under this report should be classified as
secondary fill and is only suitable for the landscaping propose. 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 at the finish surface. The test results exceeded minimum required relative
compaction of 90 percent at the finish surface.
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
Soil Type Maximum DryDensity Optimum"Moisture Content
A- Reddish brown silty sand 128.0 10.5
B-Brown gravelly silty sand 132.0 8.0
576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090
Mr. Jonathan Ku Page 2
QCI Project Number: 20-033-056C July 9, 2020
---------------------
TABLE I
FIELD DENSITY TEST SUMMARY
Depth , Moisture Drys Relative' %,
Test Test' Test Soil ,Test
h Below Content Density Compaction r -
NO Date i Location ' or o Type Method„;
_ . „;— r..5 -_ ., ',-, ,,. :FS(ft). .( 9,) .,d(Pp-P _ . (/o).. R .,. i x
X-1 07-01-20 Pool Backfill 7 10.7 121.2 94.7 A N
X-2 07-01-20 Pool Backfill 5 11.3 121.3 94.8 A N
X-3 07-02-20 Pool.Backfill 3 10.7 115.5 90.2 A N
X-4 07-02-20 Pool Backfill 3 10.2 119.4 93.3 A S
X-5 07-02-20 Pool Backfill 3 10.9 118.9 92.9 A N
X-6 07-06-20 Pool Backfill 1/FS 7.3 120.5 91.3 B N
X-7 07-06-20 Pool Backfill 1/FS 6.9 121.3 91.9 B N
X-8 07-06-20 Pool Backfill 1/FS 8.1 120.3 91.1 B S
Note: FS =Finish Surface, N=Nuclear Gauge Method, S=Sand Cone Method
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 pool backfill area. 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 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 (QCI)
49
okofEss/04,
W 2153 m /
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s ,.. Exp.3-31-21
e�► -TEC1iNvc'Pv _ —.L
Jack C. Lee, GE 21539Ot- Jerry Lin
Principal Engineer �of c�-�Fc� Project Engineer
Encl.: Figure I—Site Plan
Dist: (4)Addressee
576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090
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145.68'
CalLand Engineering, Inc. Project Address:
dba Quartech Consultants
LEGEND APN: 5776-014-005
Geotechnical, Enviromental & Civil 920 Volante Drive
Engineering Services Arcadia, California
X-1 Approxmiate Field Density Test Location
— — — — Approximate Limit of Compacted Fill
Placed Under Purview of This Report NOT TO SCALE SITE P LAN
07/2020 - FIGURE 1