900 S BRUCECity of Anaheim
BUILDING DIVISION
INSPECTION RECORD
SWIMMING POOL
ADDRESS: 900 S BRUCE ST, ANAHEIM, CA 92804
OWNER:
PHAN DAVID PHAN HANNAH
PERMITM
SWI2023-00036
DATE ISSUED:
05/0312023
DESCRIPTION:
Pool Demo: 450 sq It remove top 2 feet and shell to
remain with (3) 3 x 3 holes
POST THIS CARD WITH THE APPROVED PLANS
IN A CONSPICUOUS PLACE ON THE JOB SITE
Inspection Code Date Inspector
1. Mein Drain ' 504 "
2. Electric Bonding 506
3. Steel 508
4. Approval to Gunite 510
DO NOT GUNITE POOUSPA
until all the above inspections have been signed.
5. BLD -Steel and Electric bonding
(Rock Structures,Siides Etc)
506
DO NOT GUNITE ROCK STRUCTURE
(water feature, rock slide, fountain, waterfall, grotto etc.) until the above inspection has
been signed.
6. Underground Electric
512
7. Gas Piping Test
514
B. P -Trap Receptor
516
9. Backflow
518
"
10. Deck, Deck Drains,
Equipotential & Accessory
ondino
520
DO NOT OUR FLATWORK
until all the above Inspections have been signed.
11. Rough Electrical 522
12. Fencing/Door Alarms 524
13. Piaster approval 526
DO NOT PLASTER
until all the above inspections have been signed.
14. Final Electric 528
Sub -Contractors List MUST be approved and pool cover on site
PRIOR to Pool Final Inspection request
FINAL INSPECTION CODE
Rough Demo 527
ftDATEIINSPECTOjt15.
16. Final 599
MISC.INSPECTIONS DIn est
fbidjobcards
Insosctlom 14:
1. All plumbing to be completed and the system pressurized to 35 lbs. with water
or house pressure.
2. All metal within 5 feet of pool water, and all pool equipment, must be bonded
to pool reinforcing steel with NB solid copper wire. Niche light shell, deck Inserts,
etc. shall be bonded to pool rebar.
3. Pool equipment is not required to be set at this time.
1. Underground electric Inspected prior to baddlling.
2. Gas line test at 100 for 15 minutes with 15N gauge.
3. When polyethylene gas piping to used, a certificate from a corliled Imstager
and tracer wire shall be provided per CPC 1210.1.7.2 APPENDIX I.
Inspections 11.13:
1. Rough eledrk inspection when all wiring Is completed and ready prior to the
plastering of poolispe. Failing compound In place at plastic light niche.
2. Current Code requires that any pod, spa or water feature
contacting water 18 Inches or more in depth shall be enclosed by a barrier
adequate to prevent entry of small children. The barrier shall comply with
section 3109 of current CBC and CRC APPDENDIX V specifying the height of
any fence provided as barrier to the pod &- shall be 60' above grade on the
outsid of the fence.
3. Doul from a garage shell meet Bre requirements for a gets. Glass
windows within 5' of pool water shag be tempered glass.
4. Prior to pre-plester inspection, streets, curbs and dry sidewalks will be
Inspected for any damage due to construction of pod or spas.
5. Grading complete with positive drainage to street or public way. All
exposed plastic pipe shall be pointed to protect from sunlight
Inspections 1416:
1. Gas and Electrical completely removed and 2x2 holes at bottom of pod
and/or Isolated elements.
2. Pool badd fled:
A.) With future build - self-compadkg sand 95% with recelpt
B.) Nofubure build -any fit.
3. After pod is operating and In working condition with approved pod cover on
site.
Inspection requests made prior to 5:00 pm Monday - Friday
will be scheduled on the following workday.
To schedule your building Inspection aline, please go to
httpsJ/aca.anaheim.neUCitizenAccess
Inspection can normally be reached between
7:30 - 8:00 A.M.
(7141765.5153 + 0
To access your Inspection timeframe:
Please go to www.anaheim.netlbuilding after 7:30am on the day of your
Inspection. Under Online services, dick on the link "Inspection
Timeframes' or call (714) 765.5153 + 0
Or
ANAMr-INAL INSPECTIONS INSPECTOR
City of Anaheim C
be leased
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Permit N 011riffFf"Min AN
Issued: 05/03/2023 714)
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ELctrical Final
www.anaheim.net/building
Plumbing Final
Maw
(714)765-4626 - 00
Quarter Section: 28 OEVV) �u
Mechanical Final
Site Address: 900 S BRUCE ST, ANAHEIM, CA 92804
Cross Connection Control (714) 766-4280
Engineering Final (714) 765-5126
cLoobWoupdoUbnbWRIbKMBtVaLf&Til*spections have been made.
APN: T-2-912NSPECTION I—DATE— F -INSPECTOR- .
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Plumbing (Ground/Underfloor Drain Waste)
Water Engineering (714) 765-4591
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Measures
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LICENSED CONTRACTORS DECLARATION
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I hereby affirm under penalty of pejury that I am
ln~_kjpjmafion:
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Section 70001 of Division 3 of the Business and
E)l1WIft bN* that I have read this application and state that I is infbrmado above Is correct. I rAtei Cal Inspect"
)rWf8sslons Code.
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Date: 0510312023
bullIRMli mentioned pmperly for Ins pection purposes.
Construction
Contractor
Exterior Plaster (Brown Coat)
Number: SW12023-00036 Expiration Date
T-WIF (Struct., Ele., or Mec.) Signature of Applicant or � gen
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1water Engineering Backfiow (Testable Only)
lWater Service
� TORO 5O,
INTERNATIONAL
96 !
GEOTECHNICAL ENGINEERING
June 5, 2023
TI Project No. 17-00.12.76
Mr. David Phan
900 S. Bruce Street
Anaheim, California 92804
Subject: Limited Geotechnical Observation/Testing for Proposed Pool
Abandonment, 900 S. Bruce Street, Anaheim, California
In accordance with your request and authorization, we have provided limited
geotechnical observation/testing based only on your calls. The limited scope of work
consists of observation/testing prior to placement of backfill of the pool located at 900 S.
Bruce Street, Anaheim, California.
It is our understanding that three holes of 3 by 3 feet had been made at the bottom of the
pool and the upper minimum 2 feet of pool's had been removed. Broken -up concrete to a
maximum 6 -inch size were used only at the bottom of the backfill by windrowing.
Compaction was done by wheel -rolling of a small back -hoe (Bobcat) and water was
sprayed as necessary. The -fill materials consist of brown sandy clayey silt. The
laboratory test results of the representative soil sample of the fill materials indicate that
the expansion index is 19, which falls within the very low expansion potential
classification according to CBC Test Method 18-2.
Based on the laboratory test results of the representative soil sample of the fill materials,
the maximum dry density is 113.5 pcf and the optimum moisture content is 10.5 percent.
Based, on our probing and field density tests, it is our opinion that the fill has been placed
in with a minimum of 90 percent relative compaction based on maximum dry density
performed in accordance with the ASTM D-1557.
Therefore, it is our opinion that the backfill for the pool should be sufficient for the
intended purposes of pool demolition. Site-specific geotechnical investigation needs to
be conducted to evaluate the subsurface soil conditions for future improvements, if any.
If you have any questions regarding this report, please call us. We appreciate the
opportunity to be of service.
Sincerely,
TORO INTERNATIONAL QROFEss/Da
h���0 ORo INAt 14 Py
LU PJo.2164 A
Hantoro Walujono, GE 2
Principal
1 LEAGUE # 61614
EXP. 3/31/25 1*
�FOF CAUf OR�
0 IRVINE, CA 92602 9 TEL. (949) 559-1582 • FAX: (949) 266-8911