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HomeMy WebLinkAboutDEMO-19-2493 City of Arcadia, CA Permit NO. Demo-19-2493
Development Services Department Permit Type:Demolition
240 West Huntington Drive,Post Office Box 60021
Arcadia,CA 91066-6021 Work Classification:Demo/Pool
(626)574-5416 Permit Status:Issued
ARCADIA Issue Date: 12/13/2019 I Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
618 SHARON RD Arcadia, CA 91007-7954 5785011003
Contacts
SYLVIA CHANG Owner
618 SHARON RD
(626)319-2622
Description: DEMO INGROUND POOL AND SPA 30'X17' Valuation: $ 0.00 Tenant
Total Sq Feet: 0.00 Plan Check# Plan#
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-03352-19 $106.26
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $106.26 -,
144.2_0 iaz,4_ crmez..4- Co*kr y ' iwowa
2-`-Z'a rm44-- 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.
eff
December 13, 2019
Issued By: Date
December 13,2019 Page 1 of 1
of AR
` GrI,lFO�,1 /
al .., ,,,,t.! l PERMIT/PLAN REVIEW APPLICATION
alter,,
,_____ 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
performance of the work for which this permit is issued.
Signature of Contractor
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
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
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 ( /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 `
C.c.- -
sale(Section 7044,Business and Professions Code:The Contractors License Date./ 1 - /J /7 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).
EgI am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date h -/3 '1, 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.
Name y l V i Q C 1 A H Title 0 P 1'v
PRINT NAME
certify that I have read this application and state that the above information is corre t 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.
ignaturecz41.. 2' Date 1 — ) 3
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Cal Land Engineering, Inc.
dba Quartech Consultants
Geotechnical, Environmental, and Civil Engineering
January 29, 2020
Ms. Sylvia Chang
618 Sharon Road
Arcadia, CA 91007
Subject: Soil Compaction Report, Proposed Swimming Pool Backfill, 618 Sharon Road,
APN: 5785-011-003, Arcadia, California. QCI Project No.: 20-033-005C
Dear Ms. Chang:
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
Soil Type Maximum Dry Density Optimum Moisture Content
(pcf) (%)
A- Brown silty sand with clay 121.5 13.0
B-Brown silty sand 126.0 10.0
576 East Lambert Road, Brea, California 92821; Tel: 714-671-1050, Fax: 714-671-1090
Ms. Sylvia Chang Page 2
QCI Project Number: 20-033-005C January 29, 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 (QCI)�o QRoFESS/o4,
�, c s. F
'P'�K ecc mac,
,,,?__ -
7,,, ,z,,,,_ 0 2153 m
m
Jack C. ee, GE 2153 Exp.3-31-21 Jerry Lin
Principal Engineer RoTFCHN\��' Project Engineer
P
End.: Figure I-Site Plan 9'OF CPl.g-
Dist: (4)Addressee
TABLE I
FIELD DENSITY TEST SUMMARY
Depth Moisture Dry Relative
Test Test Test Soil
NO. Date Location Below Content Density Compaction T Test
FS(ft) (%) (pcf) (%) ype Method
X-1 01-18-20 Pool Backfill 7 14.7 110.6 91.0 A N
X-2 01-18-20 Pool Backfill 7 14.1 111.7 91.9 A N
X-3 01-18-20 Pool Backfill 5 15.0 109.7 90.3 A N
X-4 01-18-20 Pool Backfill 5 14.5 109.4 90.0 A S
X-5 01-20-20 Pool Backfill 3 13.1 110.6 91.0 A N
X-6 01-20-20 Pool Backfill 2 12.9 110.3 90.8 A N
X-7 01-20-20 Pool Backfill 2 13.5 111.2 91.5 A N
X-8 01-24-20 Pool Backfill FS 8.6 116.4 92.4 B S
X-9 01-24-20 Pool Backfill FS 8.0 106.5 91.8 B N
X-10 01-24-20 Pool Backfill FS 10.3 113.4 90.0 B N
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
I xX 10 )
I x-9
EX. POOL
IX-3X-2
I
IX-61 EX.HOUSE \\\\\\
X-8 \ ?A
Ix_5X-4I \ \
X-1 \ \
EX.HOUSE
\\\\\\\\\\\
CalLand Engineering, Inc. Project Address:
dba Quartech Consultants
LEGEND APN: 5785-011-003
Geotechnical, Enviromental & Civil 618 Sharon Road
Engineering Services Arcadia, California
X-1 Approxmiate Field Density Test Location
— — Approximate Limit of Compacted Fill DZ
Placed Under Purview of This Report SCALE AS SHOWN SITE PLAN
1/2020 FIGURE 1