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LEGEND 7' BUILDING R `t
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j� CONSTRUCTION ENTRANCE \ ,1
MARK STEWART
COVERED STOCKPILES/ r HOME DESIGN
EQUIPMENT STORAGE
f f I I I I I UJORK CONSTRUCTION FENCE IAL STORAGE L/).C.
0 0 EROSION CONTROL/SEDIMENT FENCE % (' •`-_ _
WOODEN CURB RAMP % :0 LIT) • • 63.2:_____.
1122 N.W.MARSHALL ST.
3 3=_ ` PORTLAND, OREGON 97209
uCATCH BASIN PROTECTION '4) -_ �/ /i
(503) 885.8377 P
Ne.. COVER ALL AREAS t7K BAIL t (503) 579.4132 F
SOIL UNTIL PERMANENT LAND SOAPING U '� www.markstewart.com
IS IN PLACE 7,-6. I I -;P- •-• l �EtZ FLR C-AMTfLW
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MAIN FLOOR_ FLOOR s 005' a
CITY OF TIGARD-SITE PLAN'REVIEW ►'. 11 ' a€
' BUILDING PERMIT NO.: I`-f �j(D--Q3 l `�� oI I� Nig— �► }
PLANNING DIVISION: ii:
:11111 111111 f ' }
Required Setba : 121-Approved Q Not Approved $ 0 ► ► ���'i�������� « �� 1%0 ii
Side Street Side: l 1 op ! ' \ >'
I.►rnn ` Garage: 4-1-&___
Rear: ; l' el • o _ � 11
GO c '°
�:+.ua I Clearance: tdApp ed ❑ of Approved j ; FLooR.mm�' ,�
- - 1 t Maximum Building Height. feet ► 1' `' '
F I i-WS Service Provider Letter Required: Yes 0 No ; PI/ I •►
eCelVed 5'--7. ' I _ _Aft
,.1 Stock Home Plans
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Custom Design
Z• Date: 1���/D _--//l L r Builder Marketing
ENGINEERIN DEPARTMENT: ry 111 -_____ .�7– L��_-► i 1 5'_0r Interior Design
Actual Slope: °/o Approved 0 Not Approved. 111 Since 1982
Site Pin• E}-Approved ❑ of Approved ►. 11l cD 'P a ►
By: �/Le_ Dace: ei ? to
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plans and the designs barer
pi/T.114-1k- �,3 'I' ' @D __ tI(Ib
ILeili r. _ _ Important Disclosure
L I �� �_ ���"� j Please Read:
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copyright lows to reproduce
mem. Mark Stewart dr Ass dot.
wxighteed maa�me elan. or x.
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COMPLETELY Furthamore
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d.eorxeu Mreky of ony p tiO iar Cite
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{Cl I risaMtion.Mark Stewart R Aurclate
v` i] l+ce xo reap Mhuity for are wnfarm c
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X MM pian to MY mG ar MY bWtlFq a
I DING PERMIT NO: -SITE PI,Ap p �E`y 1
CLIENT:
ri/Approved
LIEBREICH
Street Trees: LOT #74 AMART SUMMER LAKE PLAN# MARCH 31. 2010
Protected TreesO t i �f App�Ved o Not Approved�
MARCH zz zo,o
rsensioNs MARCH 17, 2010
B : H Not SCALE: 1/8" = 1 '—0"
DRAMN a FEB. , 2010
Date: I PACE
Nares: SITE
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