Plans 1
EXISTING ��
CON TOUR
-, /METER
'1`1' 5' SIDE YARD 4.?, N 1
, �C‘ SETBACK 8' PUBLIC L 11 W
�' UTILITY , 6 , > vi
S 88 E EASEMENT 9 '
93.99 ^ I .
SANIT Q
\ � I � I LATERAL
-T - o \ e
W -
c9 LO o
j 15' FRONT 1 O
0) P MIN FF = 219.6' . SETBACK -.8-- 1 O
•'
E3 PLAN 420 a•.' I w CO
Z o!
: DRI • . 0
15' REAR � ' � •
—► 1 ' - • 1 .. • � M \ a _ ______ ____ ____
SETBACK YARD � a l". •�• •a •• p
..
\ N 88'22'29" W -- Z RAINDRAIN
F \ 93.99' -
`��� `� ? 5' SIDE YARD N ^^
S' SETBACK o J Ir n
\ ( \ci i ,_. , .. . \
I
TAX MAP 1S1 33CD
TAX LOT 14300
NOTE: CONTOURS AND UTILITY INFORMATION
TAKEN FROM CONSTRUCTION PLANS PREPARED . \
BY THE SUBDIVISION ENGINEER. VERIFY INFORMATION
SHOWN BEFORE BEGINNING CONSRUCTION. CORNER V
SCALE: 1 = 20' ELEVATIONS OBTAINED FROM CONTOUR /GRADING PLAN 4
........, AND SHOULD ALSO BE VERIFED.
— ya
20 10 0 20 ti o�
/
CONSULTING ENGINEERING SERVICES, INC. LOT 34 D/ 2
TE
S 15256 N.W. GREENBRIER PARKWAY PEBBLE CREEK NO. 2 FIGURE BEAVERTON, OR 97006 (503) 690-6600 TIGARD, OREGON
LOT34AWG