Recorded Plat3
~
r<\
~
a
~
L(l
~
*
-+----
~~
~
r\C\-t :W 31;L -: 540 3/3
PLAT OF BUCKHORN ESTATES
IN THE NE 1/4 SW 1/4
SECTION 13- TWP. 17 N. - R. 1 E, W M.
CITY OF YELM
THURSTON COUNTY, WASHINGTON
LEGEND
. SET 1/2" x 24" REBAR AND PLASTIC
CAP: K. BLUHM LS 29269
S SET 8"x 8" CONCRETE MONUMENT AND
2" ALUMINUM CAP 'MTH PUNCH
o FOUND AS NOTED
BASIS OF BEARINGS: PER SURVEY FILED IN BOOK 2396,
PAGE 308, AUDITOR'S FILE NUMBER 9504200143 BY
LS 24227 AS SHOWN ON PAGE 2 THIS SURVEY
<:/l!!!)
HOUSE NUMBER OF STREET ADDRESS
ALL ADDRESSES ARE YELM, WASHINGTON
98597
METHOD OF SURVEY
FIELD TRAVERSE USING A TOPCON GTS-312 (0000'03") TOTAL
STATION. THIS SURVEY MEETS OR EXCEEDS THE ACCURACY
STANDARDS AS SET FORTH IN WAC 332-130-090.
) (
REQUIRED DRIVEWA Y LOCA TlON
SCALE: 1"=50 FEET
~ 1 I I
o 25 50 100
C. 1/4 SEC. 13
CALCULA TED PER THURSTON
COUNTY GEODA T A INFORMA TION
FENCE = N LlNE/ BARBED 'MRE
S LlNE/ BARBED 'MRE AND
CEDAR FENCE INTERMITTENTL Y
CURVE TABLE
Curve Radius Length Delta
Cl 150.00' 68.07' 2600'02"
C2 150.00' 68.07' 2600'02"
C3 25.00' 43.94' 100'42'10"
C4 25.00' 43.94' 100'42'10"
C5 25.00' 43.94' 100'42'10"
C6 25.00' 43.94' 100'42'10"
C7 45.00' 30.35' 38'38'32"
C8 45.00' 25.20' 32'04'46"
C9 45.00' 20.72' 26"23'16"
20' Cl0 45.00' 28.30' 36'01'46"
(LL-0437) C11 45.00' 20.66' 2617'58"
C12 45.00' 32.96' 41'58'03"
10' INSTRUMENT AFN 9404210272 C13 45.00' 36.89' 46"58'10"
I I C14 45.00' 21.01' 26'45'12"
C15 45.00' 27.78' 35"22'21"
SUBJECT TO WAIVER OF C16 45.00' 20.72' 26"23'16"
~ PROTEST FOR STREET, WA TER, C17 45.00' 23.57' 3000'51"
~ AND SEWER IMPROVEMENTS C18 45.00' 28.20' 35"54'29"
L;: C19 178.00' 80.78' 2600'02"
j::::!.'l . C20 122.00' 19.46' 9'08'08"
f5~ ~ C21 122.00' 35.91' 16"51'48"
GO .
..... 01 C22 178.00' 17.84' 5'44'39"
....~ ~
"'(0 C23 178.00' 62.93' 2015'24"
~~ C24 122.00' 3.08' 1'26'44"
C25 122.00' 52.29' 24'33'18"
10' UTILITY C26 22.95' 19.27' 48'05'49"
EASEMENT
REFERENCE SURVEYS
1) SURVEY FILED IN AUDITOR'S FILE NUMBER 9504200143 BY LS 24227
2) PLA T OF VISTA VIEW FILED IN AUDITOR'S FILE NUMBER 3076838 BY LS 24227
3) LARGE LOT SUBDIVISION LL0437 IN AUDITOR'S FILE NUMBER 870803005
'<lO~ \OSO)
G ,fA 1\))
fA~D # 2\ FENCE LINE
0? fA~Ct..l 0.10' SOUTH
03/11/03 FOUND 5/8" REBAR
AND CAP LS 16210
N 59"20'59"E 0.16'
FROM CALCULA TED POSITION.
HELD AS PLA T CORNER
PER REFERENCE SURVEY 3
J.
176. 15
~
LOT 12
~
LOT 8
.S'
"'6'.
"'0,
", '>...
<f'
o ,,^0\<~;\1\..,)\OA071
? fA~C(l #
,<O~'f- ) \ OSO\
fA~D l 2\1\)
D? fA~C(l #
103.
03/11/03 FOUND 5/8" REBAR
AND CAP LS 16210 AT FENCE
CORNER S 84"52'59"E 0.54'
FROM CALCULA TED POSITION.
PER REFERENCE SURVEY 3
S 88'34'58"E 665.68'
60.00 66.00'
~ ~
.
. . ~
~ . ~ ~ "tP
. "t _ Oil')
. I~ Oil') . <'IiS'l
~ - lCiS'l . ~
0I1l') ~86?> fO..... ([493~
fO..... ~ "t . <1ill9 0
c:iS'l 0 oil')
ClO..... <'IiS'l (I)
0 LOT 13 (I) LOT 14 01..... LOT 17 LOT.
(I) 0
(I)
01
~
~
o
~
107.54'
20'
(LL-0437)
lRACT '8'
A#J~semdWT
'CJEE) ~ ~k.t't., I
HEREBY DEDICA TED
"6>6' TO THE CITY OF YELM
''''.>. ror- c,~ ~?fwl
""'~ ~~Jt"
fl,t",,.s. S
.....
Il')
.....
ClO
fO
oi
Il')
"t
o
c:i
fO
72.52'
N 88'23'34"W
C 10 ([485V
\r\r ~ LOT 11
'0-'\ fO
O\?~SOOOO
~\> :)\0 76.50'
\)'v 1\) N 88'23'34 "w
~G ~\ .
'\~ ~ ~ ([484!:>
~\JS C'v\r oi ~
'J ~ ": LOT 1)
\?~ .....
l&J fO
.
ClO
~
~.L 52.29'
.....
~I~
ClO
~
FUTURE STREET '18 120.68'
CONNECTION
tti
~
.
64.67'
lRACT 'A'
@96~
STORMWA TER
I~
: -I
~~
. 44.03'
79.43'
I~
oi
~
Q4~iD .
LOT 15
c@J!:>
LOT 18
Course
U
L2
L3
L4
L5
L6
L7
L8
L9
UO
Ul
U2
U3
U4
U5
U6
L.17
U8
U9
L20
L21
35.40'
,
10' UTILITY
EASEMENT
C1 _ ~ 79.32' _
- 109.32'
I N 88'34'25"W 8
I tti
~
~
Il') "
1"')0
in/o
L
71.44'
~
~ "
. 0
~/~ c'].- \
6 ~ C21 ~
~I I ~ F'].Ar
~4.61' S - ~ \l
10' UTILITY
.- EASEMENT C22
, - . -
63.00' 45.18'
, 10' UTILITY -
~ I EASEMENT
~Io <v
in I 0 .~
S'l c:i ::v I C
6 I ~ -{-O D~\\J"
(1)1
I c@!1;>
I LOT 1
I
\ ,
\ '129.45'
U6
o
o
tti
~
35.72'
35.72'
209.01 '
--
S 88'34 '25"E 424.29'
89th AVENUE S.E.
242.85'
63.00'
C25
79.21'
63.00'
63.00'
-
20'
(LL-0437)
20'
(LL-0437)
63.00'
--rl
.
~
c:i
Il')
.....
Il')
01
03/11/03 FOUND 5/8" REBAR .0;
AND CAP LS 24227
AT CALCULA TED POSITION.
PER REFERENCE SURVEY 2
CORNER FALLS AT E-W FENCE
~ g~ ~
@~4!) Il') ~~5~ ([ 48 if) l <:@!])
.1"') Il') . Il')
Il') 01 1l')0I
LOT 9 S'l ..... LOT 8 . ..... LOT 7 5'\1-: LOTe
..... 01 601 601
0
~ ~ ~
~
~ ~ .L..I i.
Il') @~2~ Il') ([4~!) ~ ([4~4~ ([496])
!') Il') !"> Il') ~
Il') 01 Il') 01 Il') Il')ClO
S'l ..: LOTS S'l ..: LOT 4 S'l ..: LOT 3 S'l<'li LOT 2
..... 01 6 01 ..... 01 601
0 0
~ ~ ~ ~
.
~
I~
64.93'
63.00'
63.00'
63.00'
63.00'
10' INSTRUMENT AFN 9404210272
63.00'
'\:9.05 '
63.00'
63.00'
13.92'
16.98'
19.98'
22.98'
16.25'
N 88'34'26"W 665.38'
'-N( S '\
~O~,0 00
\,\OS0 ~r~ ~\ 1\ ..,..,\07
lfA oC(l #
? fA~'
S 1/4 SEC. 13
(G.P.S. NUMBER 6346) 03/11/03
FOUND 4 PK STRADDLES. nED
CENTER POSITION AND IT MA TCHED
POSITION FROM PREVIOUS SURVEYS
03/11/03 FOUND 5/8" REBAR
AND CAP LS 24227 A T FENCE
COR. S 7217'03"E 0.18'
FROM CALCULA TED POSITION.
HELD AS PLA T CORNER PER
REFERENCE SURVEY 2
~
.....
"
,.....
01
.....
FENCE LINE
0.30' SOUTH
\~C.
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LA
OIF
IS
A
VIEW
AUDITOR':} FILE NUMBER 13076838
AUDITOR'S CERTIFICATE
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORt.4ANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF BARRY HOWARD
IN _NOYf'MBER_. 20~. h-..:. W
KEVIN BLUHM - LICENSE NO. 29269
PARCEL 2 OF LARGE LOT SUBDIVISION NO. LLS-0437 AS RECORDED IN
VOLUME 3 OF LARGE LOT SUBDIVISIONS, PAGES 150 THROUGH 153,
INCLUSIVE AND RECORDED UNDER RECORDING NO. 8708060055;
EXCEPTING THEREFROM THA T PORTION CONVEYED TO THURSTON
COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9404210272;
RECORDS OF THURSTON COUNTY, WASHINGTON.
BLUHM EB ASSOCIATES LAND SURVEYORS, INC.
1068 S. MARKET BLVD. CHEHALlS, WA 98532
PHONE (360) 748-1551 FAX (360) 748-6282
03-201S.CRD cotIP-5
DRAWN BY: JAMES TURNBOW. DATE: 04/18/05 IJOB # 03102LOTS
COMP ACAD-6
DESCRIPTION OF SURVEY
FILED FOR RECORD THIS ___DAY OF ____. 20___ AT
_____M. IN BOOK ____ OF SURVEYS AT PAGL___
AT THE REQUEST OF BLUHM & ASSOCIATES LAND SURVEYORS, INC.
UNE TABLE
Bearing
S 60'38'03" E
S 28'33'18" E
S 28'33'17" E
S 34'39'06" W
N 34'39'06" E
S 88'34 '58" E
S 88'34 '58" E
S 22'46'46" E
S 88'34'58" E
N 88'34 '58" W
N 22'46'46" W
S 3612'25" W
S 3612'25" W
S 56"52'11" W
S 88"34 '25" E
S 88'34'25" E
N 88"34'58" W
N 01'39'48" E
S 4319'13" W
S 88'34 '58" E
S 01"25'02" W
Distance
5.25'
51.47'
20.38'
47.19'
33.59'
53.13'
51.55'
27.25'
57.05'
47.63'
45.36'
35.80'
56.65'
7.62'
7.04'
30.00'
30.00'
329.54 '
22.95'
22.95'
22.94'
EXPIJU:S 12-19-2006
SHEET
COUNTY AUDITOfL__________________
CHECKED BY: KEVIN BLUHM . SCALE: 1" = SO'
OF
3
3