HomeMy WebLinkAboutBLD Plot / Site PlansSCALE: 1"=100 FEET
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BASIS OF BEARING
VOLUME 13 OF SURVEYS, PAGE 52,
AUDITOR'S FILE NO. 476613 RECORDS
OF MASON COUNTY WASHINGTON
14
2►3�•-1/7 6 66
rn
f
N
EXISTING
RESIDENCE
P3
(LOT 1)
(SS# 2538)
791.36
--PRIVATE SEPTIC DRAINFIELD
AND MAINTENANCE
EASEMENT.
50' RADIUS
CUL-DE-SAC_
h
L6 \
o
in20.00' EASEMENT
z ►�
•
NEW
LINE
(TRACT 5)
(LLS# 94-002)
(TRACT 6)
(LLS# 94-002) P4
�y��►_R=100
�IIEXISTING WELL
CLASS B/ SP p,GE
OPEN
OLD
PER SHORT / LINE
PLAT# 2493
370.105
LEGEND
S
FOUND SIMPSON TIMBER BRASS
CAP & IP OR AS NOTED
•
SET 5/8" REBAR WITH PLASTIC
CAP LS# 28237
0
FOUND AS NOTED
®
CALCULATED POSITION
►Zi
SOIL LOG
G
LINE/CURVE BREAK
®
SEPTIC
P7
LEGAL DESCRIPTION
TRACTS 4, 5 AND 6 OF MASON COUNTY LARGE
LOT SUBDIVISION NO. 94-0002 AS RECORDED
NOV. 13, 2000 IN VOLUME 26 OF SURVEYS, PAGE
49 UNDER AUDITOR'S FILE NO. 1722029.
LOT 1 OF MASON COUNTY SHORT SUBDIVISION NO.
2538 AS RECORDED JANUARY 31, 1995 UNDER
AUDITOR'S FILE NO. 602489.
OLD
LINE\
154.54
50' BUILDING SETBACK
EQUIPMENT & PROCEDURE
FIELD TRAVERSE WITH LEICA 3" TOTAL
STATION AND CALIBRATED CHAIN
THIS SURVEY MEETS OR EXCEEDS
THE MINIMUM SURVEY STANDARDS
ESTABLISHED PER W.A. C. 332-130-090.
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS DAY OF
AT M. IN VOL.
OF SURVEYS PG.
AT THE REQUEST OF SIDNEY G. BECH TOL T JR.
AUDITOR'S FILE NO.
2003
COUNTY AUDITOR
BY
722.11
- NEW
LINE
S87'43'33"E 1886.63
S87'43'33 "E 1958.65
THE TRACTS ADJUSTED HEREIN ARE SUBJECT TO THE
PROVISIONS OF "DECLARATION OF COVENANTS FOR
ENCHANTMENT HEIGHTS" RECORDED 12/20/99 UNDER
MASON COUNTY AF NO. 1703765
1095.27
AP NO. 42123-78-00040
P1=-5.07AC. - - -
P1-P5+P7= 6.80 AC.
AP NO. 42123- 78-00050
P2= 5.02 AC.
P2+P5+P6-P8= 5.92 AC.
AP NO. 42123-12- 90001
P3= 1.20 AC.
P3+P8= 1.68 AC.
AP NO. 42123-78-00060
P4= 3.11 AC.
P4-P6-P7= 0.00 AC.
P5= 0.40 AC.
P6= 0.98 AC.
P7= 2.13 AC.
P8= 0.48 AC.
C1 _
BLA#
DATE APPROVED
DIRECTOR OF COMMUNITY DEVELOPMENT
DECLARATION OF BOUNDARY LINE ADJUSTMENT
RECORDED UNDER AF NO.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CI
2812'22"
1553.83
764.93
C2
20'46'21 "
499.71
181.17
C3
14'02'25"
499.71
122.45
C4
818'51 "
499.71
72.51
C5
14'10'01 "
243.44
60.19
C6
1745'40"
243.44
75.46
C7
09'21 '36 "
243.44
39.77
C8
66'16'28"
154.46
178.67
LINE TABLE
LINE
BEARING
DISTANCE
L1
S87'43'33"E
53.29
L2
N01'40'04"E
80.00
L3
S17'12'13"E
60.70
L4
S47'49'17"E
24.43
L5
NO1'33'16"E
78.18
L6
S64'55'22"E
21.81
L7
NOV'33'16"E
72.16
866.435
60' PRIVATE --z�
EASEMEN T FOR
INGRESS, EGRESS
& UTILITIES PER
AF #.341242
60' PRIVATE
EASEMENT FOR
INGRESS, EGRESS
& UTILITIES PER
AF 1579627
BOUNDARY LINE ADJUSTMENT FOR
ENCHANTMENT HEIGHTS, LLC
5612 LAKE WASHINGTON BLVD. NE #100
KIRKLAND, WA 98033-7352
(425) 822-5577
0
0
60' PRIVATE
EASEMENT FOF
I INGRESS, EGRES
& UTILITIES PE
AF #579627
to
z
NOTE: BOUNDARY LINE ADJUSTMENT APPROVAL DOES NOT CONVEY TIT
SURVEYOR'S CER TIFI CA TE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT
THE REQUEST OF
Tom Dedonato IN July 2003
CERTIFICATE NO. 28237
1l 1R6B 6/21/2004
BOUNDARY LINE ADJUSTMENT FOR
ENCHANTMENT HEIGHTS LLC
IN
NE 1/4, NE 1/4-
NW 1/4, NE 1/4
SEC 23, T21N, R4W, W.M.
AGATE LAND SURVEYING
PROFESSIONAL LAND SURVEYOR
2680 E. AGATE RD. - P.O. BOX 246
SHELTON, WA. 98584 - (360) 426-4172
DRAWN BY
WINDER
DATE: 7/29/2003
JOB NO: 2447
CHECKED BY
S.G.B. JR.
SCALE: 1 INCH =100' SHEET: 1 OF
FILE NO: 2447_Enchantment.dwg
4241.6-w