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• BULLETIN
Date: August 10, 2022 Number: CT-05 Project 0: 21078
Project Name: South River Terrace Attached: CT-05.1
Subject: SOG Dowels to Cantilever Retaining Wall
Drawings Affected:
Description/Action:
This bulletin provides response to RFI's, design clarifications and/or variation requests for the
'South River Terrace' project located in Tigard, Oregon.
Per our discussion with Taylor Morrison, it's our understanding that we will need to provide a rebar
dowel connection for the slab-on-grade to the existing cantilever retaining wall in place of the #3
bars @ 24"o.c. shown at the top of the retaining wall per Bulletin CT-02 (06/20/2022).
See attached page CT-05.1 for the dowel connection. Note that this slab-on-grade dowel
connection may also apply to adjacent foundation walls.
CD 9 ��1
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08/10/2022
CALL WITH ANY QUESTIONS
Issued by:
Arnold R. Solomon Date: August 10, 2022
Distribution:
Contact Information:
Dennis Gaudreault Taylor Morrison
Frank Sandoval Taylor Morrison
Sam Scott Taylor Morrison
Amy Russell Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
•
•
N.121078 South River Terrace\Butiehns\21078_2022.08.10_CT05_SOG Dowels to Cantilever Retaining Wall.doc
Structural Engineers
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SOUTH RIVER TERRACE 1,. 08/10/2022 '•
TAYLOR MORRISON CT-05.I
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"SOUTH RIVER TERRACE"
BUILDING 20
HUB AND TACK CERTIFICATION
NE 1/4 SEC. 1, T 2 S, R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED SEPTEMBER 20. 2023
PREPARED FOR:
TAYLOR MORRISON NORTHWEST, LLC.
703 BROADWAY ST., SUITE 710
VANCOUVER, WA. 98660
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JULY 9, 2002
a TRAVIS C. JANSEN
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o RENEWS: 6/30/2025
I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
o SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 40 0 20 40
I HAVE ACCURATELY SURVEYED AND STAKED THE
5 FOUNDATION ENVELOPE FOR BUILDING 20 OF "SOUTH RIVER 1 INCH = 40 FEET
a TERRACE".
% � DRAWN BY: MJL DATE:10/03/23 PACIFIC COMMUNITY DESIGN
REVIEWED BY: T2 DATE 10/03/23 PLANNING - ENGINEERING - SURVEYING
2 PROJECT NO.: 395-103 (503) 941-9484
•
N V 5 FIELD REPORT
Page 1 of 1
Project: TaylorMor-7-09 Prepared By: Staci Butler
Project Name: South River Terrace Phase 3 Date: 10/17/23
Location: SW of SW Roy Rodgers Rd and Bull Report #: 30
Mtn
Arrival: 1 100 Departure: 1 145
Weather: Cloudy, 60s Permit#:
Site Visit Requested By: Rob(Taylor Morrison) Met With (on site): Rob (Taylor Morrison)
Purpose: Evaluate lot subgrade
Outstanding Issues:
Lot subgrade
I arrived on site and met with Rob (Taylor Morrison) to observe the subgrade for building 20. I observed lot subgrade
to consist of brown silt with some areas covered by approximately 2-3 inches of 3.6"-0 crushed rock. I used a%_'
diameter steel probe to evaluate the consistency of the subgrade and based on penetration resistance, the subgrade
observed today generally appeared to be stiff to very stiff.
Conclusion
Based on our observations, it is our opinion that the building subgrade observed today as indicated on the
attached site plan, have been prepared in general accordance with the project plans and our geotechnical
recommendations.
Distribution:
Attachments: Site Plan (1)
Reviewed by:
This report presents opinions formed as a result of air observation of activities relating to geotechnical engineering or environmental services. We rely on the contractor to comply with the plans and
specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include su.ervision or direction of the contractor,the contractor's employees
or agents. Our firm is not responsible for site safety. This field report is a DRAFT representation of our field observations,testin• limi nary recomrrrendations. he report can only be
considered final upon review of the NV5 project manager,as indicated by initials in the'Reviewed By"section. �Y
Signature:
9450 SW Commerce Circle,Suite 300 I Wilsonville, OR 97070 1503.968.8787 I www.nv5.com
, mmninn - AND SEDIMENT
STREET AND UTILITY EROSION
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