Plans JUN -04 -1996 18:25 CES P.02
S ,IMENT
FENCE
.I ,9 �
S 88'22'09" E 52.00'
, R AR 15 E 14
YARD -- - - - -- ..•.- -- 198
SETBACK 1
1
(' - � 1' A = 61'35'17"
'• I
5' SIDE Q O R 35.50'
SE BADCK h L = 38.16'
- LOT 43 1 o CH = 36.35'
o PLAN 183A co CB = 7610'52" W
ca 5' SIDE
°'
FT = 200.0 — YARD
1 SETBACK (2) A = 46'14'38"
R = 18.00'
L = 14.53'
GFF = 199.5 I cv CH = 14.14'
in = 68'30'33" E
`` N "I f
�� u Q , o
1 f� a..
8 _ r) a - I A
• C --- pR WA Y. 20' GARAGE 11.1 �- Ste- =.-h—
V .
S 88'22`0 E F 4 , y . 0 , GRAVEL
l'i 3.96 (4 �� CONSTRUCT10 4` 2 \3 0 ENTRANCE
0
1-
WATER METE r- p �� � 49' M z 'T e
r r _< SANITARY MAIN ♦ SCALE: 1° = 20'
// STORM MAIN
SW TALLW00D DRIVE I 20 10 0 20
WA M AIN
I
NOTE: CONTOURS AND U11UTY INFORMATION
TAX MAP 1S1 33G0 TAKEN FROM CONSTRUCTION PLANS PREPARED
TAX LOT 15300 BY THE SUBDIVISION ENGINEER. VERIFY INFORMATION
SHOWN BEFORE BEGINNING CONSRUC11ON. CORNER
ELEVATIONS OBTAINED FROM CONTOUR /GRADING PLAN
AND SHOULD ALSO BE VERIFIED.
r LOT 43 5/31/se
C ies CONSULTING ENGINEERING SERVICES, INC. j PEBBLE CREEK N0. 3
BE VERTON OR 97006 8R' (503) 690-8600 1 TIGAR0 I
lAT4�.D��
�.�� " 9j7