HomeMy WebLinkAboutUntitled tit-a City of Arcadia, CA �--�
Permit No. Demo-19-2029
Development Services Department r (((���,,, Permit Type DeRlOhtlOn
` 240 West Huntington Drive,Post Office Box 60021 i��
°`+ Arcadia,CA 91066-6021 j u °'_'Work Clossr�conon Demo/Pool
(626)574-5416 _ •'„:. = Permit Status:Issued
I
ARC'ADIA - Issue Date:10 /07/20191 Expiration: 04/04/2020
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
449 Walnut AVE Arcadia,CA 5787002011Il
Contacts
FAN,ROBERT S AND KIMBERLY G Owner ERIC CONSTRUCTION INC” Contractor
449 WALNUT AVE 5033 N MUSCATEL AVE,SAN GABRIEL,CA 91776
(626)617-8751 (626)757-7583 916093
,Description:DEMO INGROUND POOL FOR FUTURE ADDITION. Valuation: $ 0.00 Tenant
COMPACTION REPORT REQUIRED.
Total Sq Feet: 0.00 Plan Check U Plan N
Fees Amount Payments Amount Paid
Demolition Permit(Pool/Spa Backfill) $53.00 Total Fees $106.26
Demolition Permit Issuance Fee $47.01 Cash/Receipt U REC-02710-19 $106.26
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $106.26
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//// CALLS FOR INSPECTIONS
hit_iZ_(q ,✓Qc f 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.
/ /
October 07,2019
Issued By: Date
October 07,2019 Page 1 of 1
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11 -e PERMIT/PLAN REVIEW APPLICATION ,
@% 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 d my license is in full force/and effect. T have and will maintain a certificate of consent to self-insure for workers'
.License Class License No. a (V v T?Exp. Date 9/et 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 DTION 0 I have and will maintain workers'compensation insurance,as required by Section
1:1I 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
is issued.M ' �_ , . °fJcarrier rk 'co ensati insurance and policy numbers are:
License Law for the following reason(Section 7031.5,Business and Professions [�1
Code.Any city or county which requires a permit to construct,alter,improve, Carrier �`^-`� L
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 O 60 0 0
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 an.; 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 an} 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, forthwith comply with those provisions.
or my employees with wages as their sole
compensation,will do the work,and the structure is not intended or offered for r�
sale(Section 7044,Business and Professions Code:The Contractors License I Date 7/d/ /-I Signaure
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 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.-
Name (' C "- ` /Title --
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. /J.°////'
Signature ate / r/� 7
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PROJECT No-FDC-101519 FDC&Associates
Corporation
D
F C
CORPORATION
FDC & Associates Corporation
ENGINEERING CERTIFICATION OF
COMPLIANCE FOR COMPACTED EARTH FILLS
EXISTING SWIMMING POOL DEMOLITION AND FILLING
PERMIT DEMO 19-2029
DATE/REV PREP.: October 28th, 2019
SITE: 449 Walnut AveQ pROFEss/pN
Arcadia, CA 91007 to P.AG /4. '9(<0
APN#5787-002-011 . o
Tract No. 9387, Lot 6 ¢ N _313i
* EXP. 12/31 we
PREPARED FOR: Eric Construction Inc. ATF CIVIL �`���
5033 N Muscatel Ave Op CA��FD
San Gabriel, 91776
PREPARED BY: FDC &Associates Corporation
322 W Orange Show Lane
San Bernardino, CA 92408
(909) 388-7200
info@fdccorporation.com
I
•
PROJECT No-FDC-101519 FDC&Associates
Corporation
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-101519
Subject of Report: Compaction Report
Dates: Preparation 10/28/2019
Prepared for Eric Construction Inc. •
-
5033 N Muscatel Ave
San Gabriel, 91776
(626)434-6736
Site: 449 Walnut Ave
Arcadia, CA 91007
APN#5787-002-011 •
•
Legal Description: Lot 6, Tract No. 9387, as per map recorded in the office of the
County Recorder of Los Angeles County, California
Location: See Attached Vicinity Map.
Proposed
Development: Existing swimming pool demolition
Shell removal and filling
roFEss/04,4/z
Reference: Permit# Demo-19-2029
v
0 m
r N C-3131
EXP. 12/31 r0 ,
N9��OFCI mit
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CAL
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PROJECT No-FDC-101519 FDC&Associates
Corporation
TO THE SUPERINTENDENT OF BUILDING:
I hereby certify that I have personally inspected and tested the compacted earth
backfill for swimming pool shell partial demolition (2.feet), removal and backfilling
process with off-site mixture soil on the above 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 the City Arcadia, City Municipal
Code and applicable California Building Code.
SOIL COMPACTION REPORT
FDC & Associates was retained by. Mr. Robert Fan to.prepare a Soil Compaction
Report as requested by Building and Safety Division of City of Arcadia.
As per California Building Code 2016 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 partial demolition and
backfill process with respects to soils and geology of existing underground
swimming pool constructed 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. The existing shell partially removal upper 2'
and opening of two holes filled with gravel on the shell's bottom, was:inspected
and tested to ensure that more of 90 % of maximum soils lab density was
reached after compaction.
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PROJECT No-FDC-101519 FDC&Associates
Corporation
PURPOSE OF FILL
The purpose of the engineered backfilling process and consecutive lifts to sub
grade elevation is to provide primary structural support for future room addition,
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 swimming pool with (2) shell bottom openings filled with gravel
were observed and approved by the soils engineer prior to place the compacted
fill and before 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.
All construction and other site work applied on the subject project after, by the
contractor, sub-contractors, or future owners, etc., and results thereof are the
sole responsibility of these parties.
4
PROJECT No-FDC-101519 FDC&Associates
Corporation
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.
IN-SITU TESTING PROCEDURES FOR BACKFILL
Back fill consisted of native 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 10/15/19 to 10/24/19
5
PROJECT No-FDC-101519 FDC&Associates
• Corporation
• 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 = 5'
A maximum allowable bearing value of 1,500psf on compacted fill is
recommended. '
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PROJECT No-FDC-101519 FDC&Associates
Corporation
• VICINITY MAP
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Coordinates VICINITY MAP
34° 06' 50.43" N For. EXISTING SWIMMING POOL Enclosure:
118°02' 52.16"W. R.Fan , DEMOLITION Al
Elev. 395 ft Date: . At Project No.:
10/28/19 449 Walnut Ave, Arcadia, CA
T1 S, R11 W, Sec 5 101519
FDC&Associates Corporation
7
PROJECT No-FDC-701519 FDC&Associates
Corporation
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Coordinates Aerial Photography '
34° 06' 50.43" N For. EXISTING SWIMMING POOL Enclosure:
R.Fan DEMOLITION A2
118° 02' 52.16"W
Elev. 395 ft Date: At Project No.:
10/28/19 449 Walnut Ave, Arcadia, CA
T1S, R11W, Sec 5 • 101519
FDC&Associates Corporation
8
PROJECT No-FDC-101519 FDC&Associates
Corporation
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Coordinates USGS Topo Map 1:24000 Scale
34° 06' 50.43" N For. EXISTING SWIMMING POOL Enclosure:
118° 02' 52.16"W R.Fan DEMOLITION A3
Elev. 395 ft Date: At Project No.:
10/28/19 449 Walnut Ave, Arcadia, CA
TIS, R11W, Sec5 101519
FDC&Associates Corporation
9
PROJECT No-FDC-101519 FDC&Associates
Corporation
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Coordinates TEST LOCATIONS
34° 06' 50.43” N For. EXISTING SWIMMING POOL Enclosure:
118° 02' 52.16"W R.Fan DEMOLITION A4
Elev. 395 ft Date: At Project No.:
10128/19. 449 Walnut Ave, Arcadia, CA
T1S, R11W, Sec 5 101519
FDC&Associates Corporation
10
PROJECT No-FDC-101519 FDC&Associates
• Corporation
APPENDIX A
II
PROJECT No-FDC-101519 FDC&Associates
Corporation
•
FDC&ASSOCIATES CORPORATION
Project: 449 Walnut Ave,Arcadia,CA
Pool Demo Backfill
Maximun Dry Density 120 pcf
COMPACTION TEST RESULTS
Test# Date Elevation Moisture Dry Density Compaction
Below F.G
1 10/21/2019 2 9.9 113.10 94.30 Nuclear Gage
2 .10/21/2019 2 8.0 110.90 92.40 Nuclear Gage
3 10/21/2019 2 10.5 111.40 92.80 Nuclear Gage
4 10/21/2019 2 11.0 113.80 94.80 Nuclear Gage
5 10/21/2019 2 10.0 112.60 93.80 Nuclear Gage
6 10/21/2019 2 8.9 110.50 92.10 Nuclear Gage
7 10/24/2019 0 9.5 111.00 92.50 Nuclear Gage
8 10/24/2019 0, 8.8 112.80 94.00 Nuclear Gage
9 10/24/2019 0 11.3_ 110.80 92.30 Nuclear Gage
10 10/24/2019 0 10.6_ 112.40 93.70 Nuclear Gage
11 10/24/2019 0 9.8 111.80 93.20 Nuclear Gage
12 10/24/2019 0 12.0 112.10 93.40 Nuclear Gage
12
•
PROJECT No-FDC-101519 FDC&Associates
Corporation
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