Plans (484) r
c 1
OFFICE COPY `�'�`C� �-�t . 1
K r D
p = Z m NORTH\
c Dc m F-+
z 0 Jrcr) II ' 1711
r- =jam C m D nT
0
0 m=oo m n
ID o m z p
c0 m O D
1
co
I ;fin
REVISION
1.
70
n
m
r
o
N NJ N
N a
UT
_ 40.
ai w A N m U'I 1--,v~ O •
r_
11 Z
C
to
IL_ irm 71 i —1N
4 i o u' m
;, 3 _ Q m b m
s w E m
O N
at p W N N N •
U, In
V V
O
Cit•
,. „
f Tigard
Approved Plans23
/0
y_ ate
SW 132ND AVENUE
PDG JOB NO, DATE: SCALE:
999-178 08/22/18 1"=20' FOUNDATION SETBACK EXHIBIT
PDS 9020 SW WASHINGTON SQUARE RD PARTITION PLAT NO. 2018 026- PARCEL 1
SUITE 170
PORTLAND,OREGON 97223
p 503.643.8286LOCATED IN THE NORTHEAST ONE-QUARTER OF
SECTION 4, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF
www.pd—grp.com THE WILLAMETTE MERIDIAN, CITY OF TIGARD,
PIONEER DESIGN GROUP,INC. WASHINGTON COUNTY, OREGON
\ I
1.)
, r cl r¢�n f� 5i ZuJ — c%�-� �2 ()CU7
I "5 �(§ ��
`a w 32 °' /A v`c
s • N 0 43'19"I E g
ti
•
-e ,• .. ..• .
. . ..,.s:.......•i...............„_
1
%'1
}
5 I . ., ..,.,.,.i...,..... ' -285
Iio.,.,....,....I
I 1
.....,..:
I ►� 1
290, i
• •
:` 1 8' ROW.
I DEDICATION
I
1
ao r 1 •
U)t ; .A11..11////,f/././////V///f•�
•11'%01 — 10{ f.
I II�R
•••••••4•1 J: I •• W
i
n.• 15' 0 ` j/I f •!••
1�` `Nor 280 Cr
�' .0 Ing �St+\ U)
I I E—
il1 MAIN FLOOR {
EL.-282.0° I J
t ."1,:".
785 •
a 1i I
',
•
..�... Otis U)
• m m
280 n V • rY'p
N
RAGE i ,...1.... ..........:.'I,.
•
` El 2A8 0 I i N ' ---
,./
215
•
I
if fi
1� I5 0' DRIVEWAY
"-' `
co 13500 P.S.I.)
o = r
N tiA o �� r t 15;f1"r
f
/• 'r •
` �f �S 0°44.'03'\W �_,r � '< /
, .. .... 45.99' 9 /
BOULDER
WALL E
0
LANDSCAP
•
pr ,........,....,
. .
. ..
, „ „
T•
R.O.W. f \ ,
.
02 OCT 2017 MRR DEDICATION SW 132ND AVENUE
SCALE : 1"-20'-0"
ALAN MOR THE DESIGN ASSOCIATES.INC.IS NOT I CITY OF TIGARD
FORMA FOR THE AHE SOE POE TOPTGRAPHY
b.A.
■:-INFORMATION,IT IS THE SOLE RESPONSIBILITY OF THE
BUILDER TO VERIFY ALL SITE CONDITIONS.INCLUDING
ANY FILL PLACED ON THE SITE AND NOTIFY THE PARCEL 1
OWNERS OF ANY POTENTIAL FIELD MODIFICATIONS. CSOKAS PARTITION 2230CE
COLLECTION ALAN wnsooan DEstaN A,sornn> tea BY: HT REMODELING & DESIGN, LLC
,]03 W VE.PO /u l OA 9 /0,59F "T.)
50]/]33-af31 FAX 50]/]]3-09]] Mlp//.rte ,icpr6cem . VJU SQ. T1./
' Page 2
�4Ep PR ace • OFFICE COPY
ret3AR "N"
58 67" `� / LAP 48 GIA.
O WItH MBAR "M"
%" EG0
°�T9
,)'•022 � v -#401O" O.G'
0 �
OT. RO`N '
EXPIRES: DEC.31, /g VISION.
+ t,Jl�i
2" am--
r3AGKIILL WALL Will
F1 -GRAINING GRANULAR ' 1
MAMMAL H ' 1
Mr3AP"M" \ .
'
3" GIA.I'M1'I1'6 .
WNIl-I river FAW3I IC '
. H/2
#4 c 16" O.C.
I FVFI GkAf7F MUST EMNf7 A
f 3" CL * 3'--{ MINIMUM OF 24' rr OM FACS OF
N f Hf WALL. IgYON1711115 POINT THE
I' Ht 1 51-0K MUST NOT XCM17 2:1.
C I Ws I_ A -- ,
Y
ci j RETAINING WALL DETAIL - LEVEL BACKFILL
DRAWING NOT TO SCALE,SEE WALL SCHEDULE FOR DIMENSIONS
RETAINING WALL SCHEDULE .
H WS A C B Bar"M" Bar"N" Bar"0"
4' 8" 8" 1'-4" 2'-8" #4- 18" oc #4- 18"oc #4- 18"oc
6' 8" 8" 2'-10" 4'-2" #4-18"oc #4-18"oc #4- 18"oc
8' 8" 8" 4'-2" 5'-6" #4-8"oc #4-16"oc #5- 10"oc
10' 8" 1' 5'-6" 7'-2" #5-9"oc #4- 18"oc #5-8"oc
ALL SECTIONS: CONCRETE Fc 3000 PSI
' REBAR GRADE 60 EEP - 35 PCF'
LEVEL BACKFILL ONLY Hfill -
Ht 1'
(110301. B1.2
Customer: Mascord Design Associates i-`3'. ?\t frA04(i j Rowell Engineering
Project: Cantilever Wall. EFP=35 PCF 2,l3OG1. 45 SE 102nd Avenue Sheet
Number: 43, 4301 Portland, OR 97216 Al
Date: 10/24/01 RJM (503)254-6292
Page 3
ROWELL RETAINING WALLCAD
Software Release Number 81.2 Version 8 1128/97 RJM
ENGINEERING CONSTANTS
Soil Density 110 OTM Factor of Safety 1.5
Concrete Density 150 Stem Factor of Safety 1.7
PHivu 0.85 Heel Factor of Safety 1.4
PHIas 0.90 , Sliding Factor of Safety 1.5
Sliding Coefficient 0.35
PROJECT PARAMETERS
Client Name Mascord Design Associates Detail Number A
Project Number Sheet Number Al
—" • Project Name Cantilever Wal. Crr-35 PCF n
- Concrete Fc _.3000 . . psi— Max-Sc41-Eicadag-P-resv"" 450n pat
Steel Grade 80 60000 Equivalent Fluid Pressure 35 Lbs/l^3
Wall Thickness 8 in Height of Soil at Toe I 0 I in
Footing Height 12 in
SECTION 1 DESIGN
H,Wall Height ft I 4 I ft
B,Total Footing Length,in. 32 in 7-8" Rebar Stem Rebar Heel Rebar
A,Toe Length 8 In 8" Size OC Bar"M" Bar"N" Bar"O"
C,Heel Length 16 In l'-4" 4 18 1356% 10852% 1233%
Running Length/Calc Length 1.00 1 1 1 4 12 1793% 14342% 1644%
%OTM Factor of Safety 324% 4.86 4 8 2641% 21131% 2466%
%Sliding Factor of Safety 103% 1.55 4 6 3458% 27667% 3288%
%Max Sol Bearing Pressure 43% psi 645 4 5 4089% 32713% 3946%
Min Soil Bearing Pressure 285 psi 4 4 4997% 39976% 4932%
%Allowabfe Shear Stress 4% kpsl 5 5 12 2745% 21962% 2569%
5 8 4002% 32013% 3853%
Size CC 6 4 7305% 58443% 7706%
Rebar"M" 4 18 1209% 8 8 5541% 44330% 5548%
Rebar 11" 4 18 _ 9674% 6 8 7067% 56534% 7398%
Rebar"O" 4 _ 18 1098% 6 4 9635% 77082% 11097%
SECTION 2 DESIGN
H,Wall Height ft I 0 I ft
B,Total Footing Length,in. 50 In 4'-T Rebar Stem Rebar Heel Rebar
A.Toe Length 8 in 8" Size OC Bar"M" Bar"N" Bar"0"
C.Heel Length 34 In 7-10" 4 10 293% 2344% 212%
Running Length/Calc Length 1.00 1 I 1 4 12 387% 3098% 282%
%OTM Factor of Safety 327% 4.91 4 8 571% 4564% 423%
%Sliding Factor of Safety 103% 1.55 4 6 747% 5976% 565%
%Max Sol Bearing Pressure 65% psi 969 4 5 883% 7066% 678%
Min Soil Bearing Pressure 387 pat 4 4 1079% 8635% 847%
%Allowable Shear Stress 12% kpsl 13 5 12 593% 4744% 441%
5 8 884% 6915% 662%
Size 00 5 4 1578% 12624% 1323%
Reber"M" 4 18 261% 6 8 1197% 9575% 953%
Reber"N" 4 18 2090% 6 6 1526% 12211% 1270%
Reber"0" 4 19 188% 6 4 2081% 16650% 1906%
SECTION 3 DESIGN
H,Wal Height ft + 8 I ft
B,Total Fooling Length,In. 68 In 5'-6" Rebar Stern Rebar Heel Rebar
A,Toe Length 8 In 8" Size OC Bar"M" Bar"N" Bar"0"
C,Heel Length 50 In 4'-7' 4 16 107% 854% 80%
Running Length/Calc Length 1.00 1 I 1 4 12 141% 1129% 107%
%OTM Factor of Safety 313% 4.70 4 8 208% 1663% 161%
%Sliding Factor of Safety 101% 1.51 4 6 272% 2178% 214%
%Max Soil Bearing Pressure 88% pal 1,325 4 5 322% 2575% 257%
Min Soil Bearing Pressure 433 psi 4 4 393% 3147% 321%
%Allowable Shear Stress 23% kpsl 25 5 12 216% 1729% 167%
5 8 315% 2520% 251%
Size 00 5 4 575% 4600% 502%
Reber"M" 4 9 208% 6 8 436% 3490% 361%
Reber"N" 4 18 854% 6 6 556% 4450% 482%
Reber"0" 5 10 201% 6 4 758% 6068% 723%
SECTION 4 DESIGN
H,Wall Height ft I 10 J ft
B,Total Footing Length,in. 66 in 7'-7' Rebar Stem Rebar Heel Reber
A,Toe Length 12 in 1' Size OC Bar"M" Bar"N" Bar"O"
C,Heel Length 66 in 5'-6" 4 16 50% 402% 35%
Running Length/Calc Length 1.00 1 I 1 4 12 66% 531% 47%
%OTM Factor of Safety 334% 5.01 4 8 98% 783% 71%
%Sliding Factor of Safety 100% 1.50 4 6 128% 1025% 94%
%Max Soil Bearing Pressure 98% pal 1,484 4 5 151% 1212% 113%
Min Soil Bearing Pressure 635 pat 4 4 185% 1481% 141%
%Allowable Shear Stress 38% kpsl 42 5 12 102% 813% 73%
5 8 148% 1186% 110%
Size OC 5 4 271% 2165% 220%
Rebar"M" 5 9 133% 8 8 205% 1642% 159%
Rebar"N" 4 1a 358% 6 8 262% 2094% 212%
Rebar"O" 5 6 110% 6 4 357% 2855% 317%
RM t94131Mascord V/O.S•35PCF.xra%Oestgn 10/24101 MOAN Page 1 of 1