Plans CI Mo 9.3 —P40,-. Avt
A 41\-r- 1-4......,c,
; ; 1 Property Site Map I , . !
N
. .
, I '
. . ,
! ,,o''S'''''' ! -1.- : •- '- --..
1 1 ;
1 ,___. .....
; ,
Z..
, ,
, ;
-"- ,-- - - - • ••! - Ira-a" ''"' ' 7 . ' ''' ' . ! : "4 "`: : .
t9t 1 • I '
I , , I
,
' ' . ; • '. ' ' ! ! I i
'
OFFICE COPY
• , ,„ . J,S _
. ...___ .
. .
CITY OF TIGARD
REVIEWED FTODE COMPLIANCE
Approved [
OTC: [ 1
Permit#:
Address: eN) 9i --)Ltk Av\-4.—
suite #:
By: ......_tc_____ Date: 1,t) 11 Cis
,
ECIV .
-0-CT $ 2018
PAo rr1DTH
Ijl 1- _„ STAND t rA0 L�ILDI DIVISION
1 ( o
RD
Tarn: 5T4rl0 c.
1
•
C
1 •
1 iAIIK Lo
J r.,- a
Gb
-,i.
LONGITUDINAL P.EDAF 014 TOP I- - _ _ C TANK, STAND .�
I i 1 rA AT 12• DO-LACH WAY I I aAO
(2- CLP,TOP) I �
II
` 'TAM( ST4ND
AIICHOR DOLT A TTP L.
0.___-----•'---•_--__..J—_0 rap
f I T4NK
TANK; /—FOUND4TIOII
�_ �FOUNbATIOt
FOUNDATION_ PLAN
__ PAG
TANK. 3FAND 1 PAD GENERAL L,aYr�UT FIS
1/2• DIA 4307 ^ �TAIIY. _
HE, IIE5 KILT
1307
NUr A W jSHER� A (-TANK SAND .
TMPF ,
UNC
�/ IT
WALL uC 'N^ E72• 1'I"`n)
BRAINING �_� 7ANK SrAI10
REBAR I II a BASEMENT WALL
•=-,----....--
.
eA 1\ I I. i FlIIISHEO F1 GRAOE� h,• /-COIiC Pao
GRACE
C. �o - J, Ll
��L I All
e I,IN rOUhIDP.T101J DIMEN510Pl5
---� ' -5-Q.QN VI VI 3- LW OVAL. TANI: SIZES �A LLDr.;
AIiOHOF. BOLT t 7-i-3 ._/ ''i __UNIT 138 220 2751 530
c-. L INCH� 64
,...___e_E?.ANC S &m
RUCI UgAI NO1E5 11 NE.i „ INCH
la/P T211Y, l r :21 BO 72 64
t r OUNDATIOH SHALL BE DITTO a HIM OF 5. OE51 H CHITEGIA 1 T IIHCH I 61 b o� 6
SLOPES 10 FINISH GRAO CONTOURS AND SHALL TBE SITED AFROH A. YE10 60 OPE, , 1=1 URE -0' 1=1.D n
1,....z..,.._..,, -,,, I(4' POOH P•ETA.IHINC W4U-5 AHD BASEMENT WIMIN DII1_N31ON'H• 0. SEISSIIG I1_
ien���' -,i47.'t`` FINISH GRADELLS PEP. DETAIL 'A'. ZONE 3, 1=1.0
I0. i1 n9aT _I�c�.Iµ- SHALL 0E ESSENTIALLY FLAT AT LOGATI@I OF TANK., 6. FOUNOATIOH MATERIALS;
Iolep;a IO 7 -'Ac/-I/t- Z. 0E51011 SOIL PRESSURE ASSUMED TO SE I,SDD.PSL A, COHCRETc ('o..-- Z,500 PSI u1111MUu OVAL ro
:•� I-u 7aL�4* ' ALL FOOTIhO T0 BE:.P. OH mu, UNDISTURBED SOIL OR APPROYE0 COMPACTED FI B' REINFORCING STEEL fp = <D,000 PSI c TANK s '
A PET STER_D GEOTECHNICAL ENGINEER SHALL85 B7, ALL STEEL FOP.TAIIK STAND SHALL 2cGRADE 40) MINIMUM IF _ -
I1 f; RECDUEN0AFI0N5 IF SHY UNUSUAL GNOMONS ARE ENCOUNTERED DWINCTHTO E ;P00T11110 B' ANCHOR BOLTS AP.S I 2• DI! aSTN. A36 I I�S I nL� I I I�ISI I s
I _„CAVGTI000 OR IF C04PAOTED FILL / HILTI I:WIK 9OU I t 0? OW,11_P, _ I V SM=• �.
`�,` Z: 4, A 15 REOUIREE0, APPFi0VE0 EQUAL -
, w ALL WORK SHALL B2 iN STRICT'COMPUHCE WITH THE UNIFORM BUILDING CODE AS x
` ' EZO.E'1�..,1 SE AMENDED DY THE STATE OF OR50511 t.AL!.OTHER STATE a LOCAL 50055' •4�MI5G QTY:
GM
•
t 1 '^'`4:t 1Ort`o^ BUILDING REOUIREMEHTS THAT.APPLY.
•o'°•� ..,--=—,0,wo=.cx
_ _ c or
!`I-UI-OI SUPEACmEs