sp-1147d13ASIS OF BEARINGS
ASSUMED BEARING OF' N89'32'30 — E ALONG THE
ORIGINAL CENTERLINE OF JACKSON AVENUE, AS PER
BINDING SITE PLAN RID, 32-92, BOOK 1, PACE %
EOUIPMENT AND PROCEDURES
THIS SURVEY WAS PERFORMED WITH A 5—SECOND
TOTAL STATION THE O00LITE USING FIELD TRAVERSE
PROCEDURES ACHIEVIN(33 MINIMUM CLOSURE STANDARDS
PER WAC 332-130-090.
i
TRACT A
TRACT B
TRACT
C
,4
LINE oe oil owe,
000
— — — — — —
110 A,
S87 - E �22 8, x"
— 0 — �SEWER ESMT,
L 70,80'
R=395M'
R-1030-00'
S87'M21"'E
135, 10'
SEWER EASEMENT DETAIL
DOCUMENT REFERENCES
m
EXPIRES: 3-27-98
JOB NO: 970-4013
DETAIL
N. T. S.