Report (9) I • "CREEKVIEW AT SOUTH RIVER TERRACE" l4t7.12 Si Alliviv-e
LOT 24
HUB AND TACK CERTIFICATION ll'iSr 26ZZ - c6 qv
NE 1/4 SEC. 7, T 2 S, R 1 W, W.M.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
SURVEYED MAY 2, 2023
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PREPARED FOR:
TAYLOR MORRISON NORTHWEST
703 BROADWAY ST., SUITE 710
SOUTH RIVER
TERRACE TRACT B VANCOUVER, WA. 98660
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6.00' PUBLIC
I UTILITY
, I EASEMENT
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7, PROFESSIONAL LOT
2 LAND SURVEYOR 26 \
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.1 OREGON
JULY 9,2002
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TRAVIS C.JANSEN LOT
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c I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE
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2 SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 30
° I HAVE ACCURATELY SURVEYED AND STAKED THE IIMI
FOUNDATION ENVELOPE FOR LOT 24 OF "CREEKVIEW AT 1 INCH = 30 FEET
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9- SOUTH RIVER ILRRACE".
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DRAWN BY: MJL DA IL:05/03/23 ..'
PACIFIC COMMUNITY DESIGN
5- REVIEWED BY: T2 DATE:05/03/23
PLANNING - ENGINEERING - SURVEYING
PROJECT NO.: 395-103
(503) 941-9484 .}
iS11.al1 - OI`{LO
C T ENGINEERING
180 Nickerson St.
INC
Suite 302
Seattle,WA 98109
(206)285-45120,1)
(206)285-0618(F)
asolomon(%ctengineering.com
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.
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06/2012022
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
CT-02 BULLETIN CT-02.1
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FREE-DRAINING / 4
BACKFILL
RE GEOTECH
VERT.BARS PER
2"PLR. DULE(LAP WITH
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DOWELS) 11
Ni_<, f4 AT 10"O.C.HOR. `r'
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CANTILEVER RETAINING WALL SCHEDULE
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WALL HEIGHT HEEL TOL BASE DEPTH OOWFLS VERT.BARS THICKNESS
4 0 TO 2-)" 0'-4" 0-9 1-4" 8" A4 W IA" R4 W 18" 8"
\ e DOWEL BARS TO MATCH
a VERT BARS
2'-1'TO 4'-0" 0'-6" 0'-ti 1'-8' 10' /4 0 18' N4 0 18" 8'
" - - --------- --- -
t 4-1"TO 6-0" 1 iD 0'-6" 7 0 10 r4 0 12' /4 0 12' 8"1. -
FOOTING BARS TO MATCH
RETAINING WALL FOOTING 4 , / VERT.BARS 6-1'TO a 0' 1 t 0-6' 4 4 12" #5®10' #5 W IA"
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PER SCHEDULE � •.•Fj. 8-1'To ID-0' 4 7 0-6' 5 9 11 a5 0 8" 85®6' 8'
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