HomeMy WebLinkAboutReport (2) > --- `ea G 'SOUTH RIVER TERRACE"
BUILDING 19
((07 HUB AND TACK CERTIFICATION
l4ONE 1/4 SEG. 7, T 2 S, R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
'�( SURVEYED SEPTEMBER 20, 2023
�n PREPARED FOR:
1 i TAYLOR MORRISON NORTHWEST, LLC.
11,p0 703 BROADWAY ST., SUITE 710
4'k1 VANCOUVER, WA. 98660
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JULY 9, 2002
Lr TRAVIS C. JANSEN
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I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 40 0 20 40
I HAVE ACCURATELY SURVEYED AND STAKED THE
9 FOUNDATION ENVELOPE FOR BUILDING 19 OF "SOUTH RIVER 1 INCH = 40 FEET
a TERRACE".
s/ DRAWN BY: MJL DATE:10/03/23 PACIFIC COMMUNITY DESIGN
REVIEWED BY: T2 DATE:10/03/23 PLANNING - ENGINEERING - SURVEYING
z PROJECT NO.: 395-103 (503) 941-9484
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. V 5my- �013 , 403W FIELD REPORT
Page 1 of 1
Project: TaylorMor-7-09 Prepared By: Jesse Claudio
Project Name: South River Terrace Phase 3 Date: 10/05/23
Location: SW of SW Roy Rodgers Rd and Bull Report#: 29
Mtn
Arrival: 1230 Departure: 1 300
Weather: Cloudy, 60s Permit#: -
Site Visit Requested By: JR (MEI) Met With (on site): Ron (MEI) (phone)
Purpose: Evaluate lot subgrade
Outstanding Issues:
Lot subgrade
I observed lot subgrade to lots 19-22. I observed lot subgrade to consist of brown silt with some areas covered by
approximately 2-3 inches of%"-0 crushed rock. I used a%" diameter steel probe to evaluate the consistency of the
subgrade. 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 lot 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 our 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 supervision 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,testing,and preliminary recommendations. The report can only be
considered final upon review of the NVS project manager,as indicated by initials in the"Reviewed By"section.
Signature: Jesse Claudio
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.nv5.com
CT ENGINEERING
N C 180 Nickerson St.
I��� �� Suite 302
/ .N�Y '� Seattle,WA 98109
V w teC tIve 206) 85-4512(V2 )
t g (206)285-0618(F)
asolomon@ctengin
eering.com�a3/7
MSf 7913 BULLETIN
Date: June 20, 2022 Number: CT-02 Project#: 21078
Project Name: South River Terrace Attached: CT-02.1
Subject: 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.
See attached page CT-02.1 for cantilever retaining wall detail and schedule. Per our discussion with
Taylor Morrison, it's our understanding that for several lots, cantilever retaining walls will be required
as shown.
PRO,,*`
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06/20/2022
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: June 20, 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:\21078 South River Terrace\Bulletins\21078_2022.06.20_CT02_Cantilever Retaining Wall.doc
Structural Engineers
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CT-02 BULLETIN CT-02.1
CONC. S.O.G. #3 AT 24"0.C.
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BACKFILL
RE: GEOTECH
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VERT. BARS PER2" CLR. d e SCHEDULE (LAP WITH DOWELS) ii
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a. CANTILEVER RETAINING WALL SCHEDULE
WALL HEIGHT HEEL TOE BASE DEPTH DOWELS VERT. BARS THICKNESS
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0' TO 2'-0" 0'-4" 0'-4" 1'-4" 8" $4 0 18" $4 0 18" 8"
w e DOWEL BARS TO MATCH 2'-1"TO 4'-0' 0'-6" 0'-6" 1'-8" 10' #4 0 18' #4 0 18' 8'
a a VERT. BARS
Z 4'-1"TO 6'-0" 1'-10" 0'-6" 3'-0" 10" #4 0 12" #4 0 12' 8"
Y FOOTING BARS TO MATCH
RETAINING WALL FOOTING L' / VERT. BARS s'-1' TO 8'-0' 3'-2' 0'-6' 4'-4" 12' 5 010" 5 0 10' 8"
PER SCHEDULE ``' ���4 •"•
_, 1 IiIf1l1 1l1 8'-1"TO 10'-0" 4'-7" 0'-6" 5-9" 12' $5 0 8" $5 0 8" 8'
!�PAM:11. dtzfz��� 10'-1"TO 12'-0" 5-10' T-0" 14" $5 0 5" #5 0 5' 8"
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CANTILEVER RETAINING WALL