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3098 VIA SERENA NORTH, STE B, LAGUNA WOODS, CA 92637
(949) 295-3986 and Testing
Email=dhannanmsn3;4.)hotmail.com
City of Newport Beach Special Inspector Manual
v'NY
s, CITY OF NEWPORT BEACH
n COMMUNITY DEVELOPMENT DEPARTMENT
_ BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.gov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 2701 Harbor View Dr
Permit Number: S2023-0090
Inspection Type (s): Shotcrete
Inspection Date (s): 9_25-23 ( ) Periodic (I*Continuous
Describe Inspection, Including Locations :
side.work performed at my departure took place south side of property.Shotcrete Temperature during placement was 76°and
ambient
was in conformity with the plans,codes and standards.Work performed was in compliance with(ASTM C143 & ACI 506R-05)
List Tests Made:
Total Inspection Time Each Day:
Date: 9-26-23
Hours: 4 hours
List All Items Requiring Correction (include Previously Listed Uncorrected Items
Comments:
To the best of mV knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature:
Date:
01,
7-26-23
tint Full Name:
Newport Beach Registration No.:
Eric Maldonado
Inspection No. NB-0781
Specw11nsRdionReport N/ss/2015
67
MMMMMEMMMMMMMME
Z=E1M=MMMMMMMMMMMMMM
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MENME
mom
MEMNON
No
M
MMEMEMEM
MESONS
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
Project Name:
Pool and spa
Inspection Firm or Client:
ERj Inspections
Inspector's License Number:
On File
Inspector's Name:
Eric Maldonado
Job Address:
2701 Harbor View Drive
Contractor:
Urban Landscape
Newport Beach, CA
Permit No:
S2023-0090
Field Identification:
Samples no 1 of 1
Cast Date:
09126/2023 Description:
Shotcrete
Cement Type:
NR
4,500
Concrete Supplier:
Cemex Specified li - PSI:
Admixture:
NR
Eric Maldonado
Plant:
4486A Cast By:
Slump (C143):
2 in
3
Mix Design No:
1418243 No of Samples:
30
Air Content (C173) (C231):
NR
Ticket Number:
30942118 Total Yards:
Air Temp (C1o64):
66F
76F
Cast / Mix Time:
1 hour Concrete Temp (C1064):
Location:
Pool and spa
Notes:
NR
NR = Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH
DATA PER ASTM C1231 (Unbonded Method)
Date Specimens Received:
09/28/2023
Equipment Used:
On File
Report Date:
10/24/2023
SN of Equipment:
On File
Technician Name:
Andrew Segobia
Calib. / Racal. Date On File
Test Data
Specimen ID
Number
Age at
Test
Date Of
Test
Time Of
Test
Specimen Dimensions (in.2)
Area
In2
Load
Lbs.
Pic
PSI
Break
Type3
1 (in)
2 (in)
3 (in)
4 (in)
119632.1.1
28
10/24/2023
9:22 AM
4.01
4.00
NA
NA
12.60
84,430
6,700
3
119632.1.2
28
10/24/2023
9:25 AM
4.01
4.00
NA
NA
12.60
82,960
6,380
3
119632.1.3
28
10/24/2023
9:28 AM
4.01
4.00
NA
NA
12.60
83.610
6,640
3
28-DAY Avg. li PSI: 6,640
lest bChCoUle Rnvided by the Client
Dimensions 1 and 2 = Diameters; Dimensions 3 and 4 = Height; NA if Cylinder 2.2 0 1/d a 1.8
3 Break Type Designation DATA PER ASTM C1231 (Untainted Method) Figure 2: 1 = Cone, 2 = Cone and Crack, 3 = Columnar, 4 = Diagonal, 5 = Side Facture, 6 = Side Facture Point
THE TEST RESULTS ARE FOR INFORMATION ONLY
Ali Authorized Signature
Signature
laboatory tests and results reported herein were performed for ERI Insp Rions by Specialized Testing, Inc (tlba SPeci Ilzed T tingl. Specialized Testing, Inc authored this report using jobsite infonnallon submitted by ERf
Inspections. Specialized Testing, Inc. employs the laboratory engineer. This report O6W notbe
B,raduc M; except
same fe so„ written pe sion fmm Specialized Testing, Inc.
p i Call halt 906]0 mt-of 00L 1
ACOUSTICAL ENGINEERING ANALYSIS
2710 Harborview Dr.
Newport Beach, CA 92625
June 7, 2024
YANCHAR DESIGN & CONSULTING GROUP
26741 Portola Parkway, Suite 1 E, Foothill Ranch, CA 92610
Tel: 949.770.6601 Fax: 949.770.6575 E-mail: info@yanchardesign.com
2710 Harborview Dr. June 7, 2024
1.0 Introduction
At the request of Urban Landscape, Yanchar Design & Consulting Group has
completed field measurements and an acoustical analysis of the pool equipment
located at 2710 Harborview Dr., Newport Beach, CA.
2.0 Project Description
The property is a single-family residence. The pool equipment is located
approximately 18 inches from a 5-foot CMU wall, 7'/2' from the property line to the
west.
The nearest property to the west is also a single-family residence. The properties
are separated by Goldenrod Ave.
The City of Newport Beach requires a sound test by an acoustical engineer is
required to demonstrate that the noise level from the pool or spa pump is less
than 55 dBA at the property line. NBMC10.26. 025.
YANCHAR DESIGN & CONSULTING GROUP 2
2710 Harbomew Dr. June 7, 2024
2.0 Field Measurements
Measurements were made at the site on June 7, 2024 to determine the sound
level of the pool equipment. The ambient noise level at the property was
dominated by occasional aircraft overflights and local traffic.
The sound level of the pool equipment measured at the western property line
was 52.8 dBA. Therefore, the equipment is in compliance with the requirements
of the City of Newport Beach Municipal Code.
A Soft dB Piccolo -II Integrating Sound Level Meter, Serial Number
P0219050803 and CEL Instruments Model CEL-284/2 Calibrator, Serial Number
4/09023134, were used for the measurements.
Resppeec/tful�lysubmitted,
Yanchar Design & Consulting Group
Carl J. Yanchar
President
YANCHAR DESIGN $ CONSULTING GROUP 3
2710 Harborview Dr. June 7, 2024
I El
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PROJECT VICINITY
YANCHAR DESIGN & CONSULTING GROUP 4