Plans OFFICE COPY /475' -4 )li-c D
/2ISpSWLt s+
RECEIVFD
4=ITY op SEP 2 2020 i Vis
ppro�ed b TIG4RD CITY OF T IGARD ® -t e2
®ate: 3 Planning IB!!IL DING Dry ISION
initials;
EL: OC w
z 6-00 j 'n '- w EL:
a F j z ` �
�d>w r 1 �� ---�-- — •. m Wm w t 0�0
co %r
OV4ocv
W .. _ . - . .- . — - -
aQw t" . ' a ! " a
)' i— — __ r
I•soxf
_ /_ -_ _ _ _ -s'_ - - - CQ__RATE-.d it i i 1 ` f - _- 4., tb a._
A�p 4i AIbt erCLLC r(
- ilk i illiitat d •
fit, Ryl $ UTILITY
N
rik
12'-Ili" .c ''—•�i - • _ -- 41.
No _ T
,r V
5'-6"
" r11IIjifli
Ard 8' 3 1
I FOOD 3455 5aFT
LOT AREA Il,111 SGiFT
L7 COVERAGE 30.1%
ES'-5i" _ r DRIVEWAY AREA 2341 5 T
0.00 -.s. - EC: I
000
I ��rm 2I'-8"
m RAZILOv RESIDENCE
ir,N I LOT I "ASPEN RIDGE"
_ CITY OF TIGARD
0 EL: _ _ .__ — EL:
00 000
APPROVED
liir ,, J g% //3/, SIM PLAN
/ry'�ST�l9�a)i�D SCALE r.m
/PLO k z57.,) rh
/11S7 c)I' i57)
NAVA CONTRACTING & ENGINEERING, INC. /
• *Z 4106 SE Oak St, Portland, OR 97214
Ph: (503) 238-0633 navaengr4@gmail.com 1,@
Client: Pavel Kutsar By: Matthew V. Nava, P.E.
Project: Razilov Residence Stormwater Planter Date: 9/02/2020 .
�p EA WY
__J(]) EA WAY APPROVED EDi m I (» IAMY
-� PATIO SEP 2 2020
SLAB ON GRACE ;J
�r. /11 V 4T 9/3/Iv CI-IY OF i"Ila;'^)F'
BUN {DlNt3 DR/ISON
r f f fT
I , ._ -I r ,
I 1
J I
I
r T r J
1 oFh,o 1r y
AT,S OC
AT INTERIOR FA
FOUNDATION 1 /tYFx s' •11 /� 199
TOP I
I
Y ig I®]Xlo
®I .is.
M0.10OC 1I ME
,I r TIP ONO 16'oG I 1
$ r I a 1 T
II F
F.
_, 4_ Y]OF6X10
—r _.+ -OFFICE COPY
.2; x It xi/ 2t'/x,Y W/Il r
t
N G WAY (0)NEA WAR I
G 4,$)_.�„.4._
e•/x A � I
a1
, OF WO MIST . �OF T
AT ITooril) r140 h AT,S'OC
F
r
SinI
(X)OF]XI0
]CA*,r W/
IL (3)NEA — e•s
L J L J I J L� r -1 1__ —
f 4y I I I -4� 1 ++++ IGUI
b'/.EA W//h ra L_ J L__S J n
(3)/A FA WA pF wd lrj L4)/AEA W/ YI
SASE
1p��9NN (»N EA WA
AT EXTERIOR SLAB ON ., GARAGE
GRADE FOUNDATION TAP "'
SLAB ON GRADE OAT EXTERIOR CRAWL
SPACE FOUNDATION TAP
LJ
r J
r
//]rW x It
1__`l— i SOYX IYZ ` J
—L. � t rJ
I 1 ' PORCH
�_ r -(— SLAB ON GRACE
AP
��" � ]A7 x 1C�
- -; 'W i 7
4. ®®®
►R FOUNDATION PLAN VW MAIN FLOOR FRAMING 4
/ lilt r-... SCALE:a/Ja'.t'..o' 3 p
� 9 /' °XS a
r0
•
EXM313 Nov 23, 'E. 6
J
1_ J
NAVA CONTRACTING & ENGINEERING, INC.
` 4106 SE Oak St, Portland, OR 97214
Ph: (503) 238-0633 navaengr4@gmail.com
Client: Pavel Kutsar By: Matthew V. Nava, P.E.
Project: Razilov Residence Stormwater Planter Date: 9/02/2020
•
LEVEL BACKFILL ONLY
PROVIDE 8'MIN. THICK FREE
DRAINING GRANULAR MATERIAL •
PROTECTED BY NON—WOVEN
FABRIC(FULL HEIGHT OF
WALL EXCEPT TOP 12')
•
/ #4 O Kr O.C.HORI2.
REBAR 'N"LAP 'Z
48 DIA. WITH
REBAR
CLR
r
i
REBAR 'M'
•
3'DIA PERE.PIPE NOTE:
VATH FABRIC FILTER A FLOOR SLAB REQUIRED TO
REBAR'0' - BE INSTALLED PRIOR TO
BACKFILUNG •
CLR
#4 0 12'O.C.LONG. TYPICAL ,`
#5 0 IY O.C.LONG. J
FOR l6a34416'
BEAR ON UNDISTURBED SOIL
IF CRUSHED ROCK IS
PROVIDED OVER UNDISTURBED
SOIL.COMPACT TO 90X OF
MAXIMUM DRY DENSITY PER
ASTM D1557 R2 CANTILEVER RETAINING WALL SCHEDULE
"H" "WS' "A" "C" "B" REBAR "M" REBAR"N" REBAR "0"
H<48' 8' 3" 3" I.-2" /4 0 16' O.C. #4 O 16.0.G #4 O 16" 0.C.
49.81464' 8- 8" 8' 2•-0" /4 0 16' O.C. #4 0 16"O.C. /4 O 16'0.C.
LATERAL SOIL BEARING PRESSURE 40 PSF
CONCRETE Fc 3000 PSI
REBAR GRADE 60
PASSIVE LATERAL EARTH PREASSURE 40 PCF LEVEL BACKFILL ONLY
SEISMIC COEFFICIENT 6HH
COEFFICIENT OF FRICTION .35
NOTE DESIGN BASED UPON TYPICAL SOIL CONDITIONS ANO DOES NOT INCLUDE
ANY SPECIAL AND/OR UNUSUAL GEOLOGICAL OR GEOTECHNICAL CONSIDERATIONS
F22 CANTILEVER RETAINING WALL