105 S VISTA GRANDE (3)Permit Types
BLD 1 ELE MEC PLM
X
Permit Number: BLD2023-05384
Issued: 08/21/2024
www.anaheim. neVbuildi ng
(714)7654626
Quarter Section: 179
Site Address: 105 S VISTA GRANDEAnaheim, CA 92807
Legal Description: N TR 14641 BLK LOT 9
APN: 36322121
CITY OF ANAHEIM
BUILDING DIVISION
200 S. ANAHEIM BLVD.
(714) 765 - 5153
Project Description: Retaining Wall: Structural strengthening and tieback to portions of existing retaining wall
Living Area: Number of Stones: 0 Valuation: 48,000.00
Garage Area: Construction Types: VB
Carport Area: occupancy Groups:
Balcony / Deck Area: Fire Sprinklered: No
Cool Roof: Total Fees paid for Permit: 1,145.24
People Associated with Project:
Contractor DALINGHAUS CONSTRUCTION INC 445 BIRCH LAKE LAKE ELSINORE, CA 92530
Permit Applicant Jamie Garcia
Owner VIELE, MICHAEL F 105 S VISTA GRANDE
Type Electrical Fixtures Qty Type Plumbing Fixtures Qty Mechanical Futures Qty
The permit shall expire by limitation and become null and void if the building or work has not passed final inspection 365 days from the
date of permit Issuance. A new permit is required to commence or continue work.
*Nf,HEIM �.d<
City of Anaheim OA iO
Building Division F z
>
NDED ta`'^
Do not occupy this building until the final inspections have been made.
FINAL INSPECTIONS
DATE
INSPECTOR
All applicable items below must be signed before utilities are released
Final Gas Test
Electrical Final
Plumbing Final
Mechanical Final
Cross Connection Control (714) 765-4280
Engineering Final (714) 765-5126
INSPECTION
I DATE
I INSPECTOR
Fire Sprinkler (ONLY) (714) 7665041
Do not pour concrete until the following applicable items have been signed:
Fire Dept. Final (714) 765-5041
Plumbing (Ground/Underfloor Drain Waste)
Water Engineering (714) 7654591
Electrical Ground Electrode/Ufer
I
I
Sub Llst/Bua. Lic. (714) 765-5194 (Allow 10 business days)
Setback/Forms/Trenches (Footings)
I jo i
COA/Migation Measures
Do not install sub0oor or pour Floor slab until the follwing applicable items have been
Building Final (714 7655153)
Last Inspection -Final Only Aker Above Completed
II(/ IFvjb1
t
Plumbing (GroundlUnderfloor Water)
Underfloor Rough Gas
PARTIAL INSPECTIONS
Building Inspections
Mechanical (Groundwork)
Electrical (Underground Conduit)
Pre -slab (Compaction/Membrane Reinf.)
Floor (Joist/Girders)
Underfloor Insulation (Raised Foundation Only)
Floor Nailing (Raised Foundation Only)
2nd Floor (Floor Nailing)
Do not cover or conceal the work below until the following applicable items have
been sianed
list Floor Shear
Firesprinkler (Rough) (Fire Dept.)
Mechanical Inspections
2nd Floor Shear
Roof (Sheathing/Diaphragm/Frame)
Masonry (Reinf./Bond BeamlPre-Grout)
Rough Plumbing (Top Out)
Rough Duct (Mechanical)
Rough Mechanical
Rough Electrical
Rough COA/Mitagation Measures
Plumbing Inspections
Framing (Only after Pli Ele., Mec. & Fire)
Insulation (Sound/Energy)
Do not tape or plaster until the following applicable items have been signed:
Drywall
Drywall Penetrations (Ele, Mec & Plbg)
Interior Lath
Exterior Lath
Electrical Inspections
Electrical Service Meter -(Meter will be set within 2-3
business days after approval) Excludes New
Construction
Exterior Plaster (Brown Coat)
T-Bar (Struct., Ele., or Mec.)
Grease Interceptor
(Do not backfil unless sinned off)
Sewer
Water Engineering Backflow (Testable Only)
Water Service
Engineering Services & Design of SoCal Inc. 10/31/2024
19827 Reedview Drive,
Rowland Heights, CA 91748
Phone (714) 726-1018
Dalinghaus Construction
Jamie Garcia
445 Birch Street,
Lake Elsinore, CA 92530
Subject: Final Geotechnical Report for Helical Tieback Installation
At Existing (E) Retaining Wall
5400 E Suncrest Road, Anaheim, CA 92807
Project No: 23-119-GD1
To Whom it May Concern:
The purpose of this letter is to discuss the installation of Helical Tiebacks at the property located
at 5400 E Suncrest Road, Anaheim, CA 92807.
A total of 12 Helical Tiebacks were installed as approved plans. Geotechnical and Structural
observations were performed as required by approved plans. All Helical Tiebacks were observed
as they were driven into the soil. The Helical Tiebacks were embedded into very dense clayey
sand (SC). The depth of installed Helical Tiebacks was approximately 20 feet in length.
The applied pressure on the Tiebacks ranges from 3,780 Ibs-feet, corroborating the loading
conditions presented in the geotechnical and structural calculations report. Additionally, a pullout
test was performed as required by approved plans. The pullout test met the creep testing
requirement and was approved. The helical tieback was tested utilizing the pullout method as
stated in ASTM D3689 section 6; the maximum test load was held for a minimum of 10 minutes
and passed the elongation criteria with no discernible movement during the tension test.
This letter concludes the subject site repair as per the permitted plans. Thanks for choosing
Dalinghaus Construction and Engineering Services & Design of SoCal Inc. for your foundation
problems. If you have any further questions, please feel free to contact my office at any time.
Sincerely,
Pablo Naranjo, PE, GE
Principal Engineer
Engineering Services & Design of SoCal Inc.
19827 Reedview Drive,
Rowland Heights, California 91748
pnaranjo@edsocal.com
www.edsocal.com
GEOTECHNICAL • STRUCTURAL • FOUNDATION • ARCHITECTURE
19827 Reedview Dr. Rowland Heights, CA 917481 (714) 716-2189 1 www.edsoeW.com
<J�u
C694s
o_�
Page 1 of 3
HELICAL TIEBACK INSTALLATION LOG
Job Name: Anaperalta Address: 105 S Vista Grande, Anaheim, CA
Contractor: Dolinghaus Construction Inc. Pier Section Length: 3.5 feet
Dates: 10/17/24, 10/21/24, 10/22/24 Job Number: 23-119-GDS
Motor Torque Conversions:
X Pengo RS-6X = 2.7 Pro Dig L6K5= 2.53 12K Eskridge= 6.85 sgin
GEOTECHNICAL • STRUCTURAL • FOUNDATION • ARCHITECTURE
19627 Reedv.bw Of. Rowland Heights. CA 917481 Q141718-2189 1 www.edsocaLcom
I fit In
F �Gici_i k �a
LW Page 2 of 3
PUSH PIER INSTALLATION LOG
Job Name: Anaperalta Address: 105 S Vista Grande, Anaheim, CA
Contractor: Dolinghaus Construction Inc. Pier Section Length: 3.5 feet
Dates: 10/17/24, 10/21/24, 10/22/24 Job Number: 23-119-GD1
Motor Torque Conversions:
X Pengo RS-6X = 2.7 Pro Dig L6K5= 2.53 12K Eskridge= 6.85 sgin
eee
ee
err
ee
eee
ee
eee
ee
eee
ee
__
____
GEOTECHNICAL • STRUCTURAL • FOUNDATION • ARCHITECTURE
19827 Reedv'.ew Dr. Rowland heights. CA 917481 (714) 718.2189 1 www.edsocal.com
nr n" In
LW
Page 3 of 3