sp-1274a3A UDITOR'S CER TIFICA TE
Filed
Book Poge_____ot
the request of
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N8912*50*E 121.34 1 0 25 50 100
110,00
90M
50
TRACT
17 Q q Pf 19 Ljj
231 N. Farr Rd,
01
0
0
0
5
15
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0
0
Building Setback — — — I
8
9
6
0
0
0
EQUIPMENT & PROCEDURE
20'
I<
Fd� 3" Bross Cap W/X
90.00
N89*32'50 E�,
20o.ol
---IM01
LL_
A Nikon DTM-1 Total Station, and a Field Traverse
NIXON
Per unrecorded SP-86--422
were used for this Survey.
N89'32'50"E 239.01
m
Eergency Apparatus_
0
N
Ingress/Egress, Utility& Sewer
Easement
Turn around
65.00 ___
/�'� I/
TRACT
1 118
BASIS OF BEARINC
SOO-00'00"E
A
Id
15,535 Sq,Ft»
The bearing of N 89*29'38" E alon Valley Way
140
161-36
(jilding Setback —
79.85
229 N. Farr Rd.
239.0 1
—Fd 3/4" Pipe
is the Basis of Bearing for this survey .
301.36
N$9*32*WE 321-36
Fd 112" OD Pipe Per
20'
unrecorded SP-86-422
LECEND
TRACT 138
OF
,A
0 Set #4 re bar with Plastic Cap
OPPORTUNITY
IV
marked L.S.8642/L.S.9967
Iry
Found as noted