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SIGALA INSPECTION SERVICES INC.,9090 Falboc (3w r
OFFICE/CELL: (323) 630-9436 8990 KRISTIN DR DOWNEY CA
EMAIL: oBice@sigalainspection.com 90240
INSPECTION DATE: 10/05/18
REGISTERED SPECIAUDEPLITY INSPECTOR - CERTIFICATE OF COMPLIANCE
PROJECT INFORMATION:
Permit#: S2018-0150
Pro
Adr3reress: Pool remodel
2020 E Balboa Blvd. Newport Beach CA
Owner Name:
Address: RInCOn Corp
Phone &Fax: 2020 E Balboa Blvd. Newport Beach CA
Contractor.
Addresa. Orange CO Pools and Spas
Phone & Fax:
Engineer:
Address: Todd Lacher
Phone & Fax:
TYPE OF INSPECTION
Reinforced Concrete
❑
Shotcrete
❑ Gunite
❑
Rebar
❑ Welding
❑
Structural Masonry
❑
Prestress
❑ Anchors Bolts
❑
Dowels
m Fineproofing
❑
Post - Tension
❑
Framing
❑ Nailing Insp.
❑
Grading
❑ Others
❑
Quality Control
❑
Cylinders Samples
Core Panels
Mortar
Grout
Masonry Prism
I HEREBY CERTIFY THAT THE FOLLOWING PORTION OF THE WORK AT ABOVE ADDRESS WHICH REQUIRED SPECIAL/
DEPUTY INSPECTION AND FOR WHICH I WAS EMPLOYED TO INSPECT BY ME AND COMPLY WITH THE APPLICABLE
PROVISIONS OF THE BUILDING CODES AND THE APPROVED DRAWINGS:
wrc., n✓.. ✓ca..n.r nvn.
Observed the placement of: 76 steel dowels #3 rebar with 4" embed.
Epoxy used: Simpson epoxy et XP RR#: 25744 EXP: 9-19
NAME.- JOSE T. SIGALA
URE OF RE ERE�fi ECTOR
NB -0616
TYPELICENSE NUMBER
ALL INSPECTIONS ARE BASED ON MINIMUM OF 4 HOURS, ANY INSPECTION OVER 4
HOURS WILL BE CHARGED AS 8 HOURS. ANY INSPECTION EMENDING PAST NOON
WILL BE CHARGED AS 8 HOURS. SATURDAY ARE BILLED AS TIME AND A HALF.
SUNDEY ARE BILLED AS DOUBLE TIME
SITE CONTACT.:
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0
TORO
LVA aAZENIMZFM11
October 4, 2018
OC Pools & Spa
17762 Leafwood Lane
Santa Ana, CA 92705
Attention: Mr. Everett Sheely
Mi8-S060
KORO Balboa 814 E
GEOTECHNICAL ENGINEERING
Project No. 17-004.4
Subject: Geotechnical Observation/Probing of Aggregate Base Materials at Bottom
of Pool, 2020 East Balboa Boulevard, Newport Beach, California
In accordance with your request, a representative of Toro International (TI) has visited
the subject site today to observe/probe aggregate base materials place at the bottom of the
pool. It is -our understanding that the thickness of the aggregate base materials is about
12 inches. It is our opinion from our observation/probing that the aggregate base
materials at the bottom of the pool is adequate for the intended purposes. The
compaction of the aggregate base materials is a minimum of 90% relative compaction.
If you have any questions regarding this report, please call us. We appreciate the
opportunity to be of service.
Sincerely,
TORO INTERNATIONAL
* EXP. 3/37/19
P
Hantoro Walujono, GEOECav
Principal
1 LEAGUE # 61614 a IRVINE, CA 92602 a TEL. (949) 559-1582 • FAX. (949) 266-8911