HomeMy WebLinkAboutBLA2012-00013 - BLA Plot / Site Plans - 3/12/2012 1 112'Iron Pipe -
�Visited 8116104 19 S 8976"08"E 2601.27' LA _
1300.63" 3 1260.88' aye — — — v
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NW114 SWI/4 I T
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o�e Q I cel Red " o ^ ry I RESUL TAN T I
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4 h PO(Gel PARCELS
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5�. Res e � a
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J. Acres 1 6 I I I
Roger 1669 A`l
S 8970"04" E 1086.34' O h I I
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tCnt soil ��ry S897122 E SB9n0'19E _ —J
Resin TOP 293.29' I106.71' 284.60' So''007"W—— -—— ————— I
ninso►°676 Acres � I
Pe I St124�3� L-------j
LW S3175'18 E
3 I 1 0 Radius h Salto e� 91.19'
Re Covenant per (Ci e S0378'24 E
N 1314.60' I A.F.�7984444 �o P d p5 Acre 91.97' `�
S89 00'19 E I
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------- ----- - - - -- ----S 8973S7" E —————i 3 � 4 x ��/———3j 3 63.07'—
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3URVSRS NOTES Approx. Location a 6V
Existing well h 65g`E— .g K s[OIr y9/ 00 3.0p,
Property comers and line stakes shown were the only points set during -1i ` —`7S8 37,86 Ra, £ \
this survey. Except as shown, all property lines were not checked for .02/ , 20'Easement
encroachments. o p ,y�� 40' Easement) N F 65�� per A_ �571488 .0
W� e�i 9�
No title report was furnished to the surveyor. There may exist other h 73h849~ �� ^ & Utilities to benefit for Ingress, Egress fit j �7 i6
5 \i \
documents of record that would affect this parcel. k9+H �43•p0 Parcels 1 &2 58945'46"E \
tis 119.89'
I Survey for use by original purchaser of survey only. 563 k00 A,\ p`O IOApprox. �- \
139.01' 2$ k�00 `4 t Shed
This map Is not intended to show all matters related to the property 58578.49"W 41 1� lton I \moo�� _ cts
including, but not limited to easements, restrictions and encroachments. O eSU l 3 ExistJng
Stream 0 R ce I 40'Easement
°j Encroachments (fence, vegetation, improvements, driveways, etc.) may, � .y ti•� Por 8 Acres per A_F.f571488 �r,kn
o at times, establish lines of ownership. property owner should seek legal I (Boundary) ^^ 7 I Timberline Drive �
P P aP Y 9 $ n^h O t13• 0I '
advice in These cases. I �, v ry�
v
589:31 37 E APProx Union Rvr
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LEGAL DESCRP27Ox — 840.81 — ----- -----J-------
Ch LLGMM
See Boundary Line Adjustment recorded under Auditors File No. o r�
�� • Set %2"rebor flush with ground with yellow cap tp
I m imprinted "S.E.O. 20795" with 2"x2" white guard p
PROCEDDRIi4 & KQDIPW9WT I �) stoke. 2
0 Found survey point as noted.I ;ui Standard field Traverse with Nikon 1" Total Station and steel I EXISTING TAX NUMBERS �
tape. This survey meets minimum standards as set forth in I 12320-32-01000 �)`r (D) Deed measurement
W.A.C. 332-130-090. 1232 0-32-02000 r
12320-34-00010 (M) Measurement per this survey.
SW Comer 2i 2
1 2� I1-EI/2, SWI14
HI_ _ _ 1 GRAPC SCALE
3O 29 — — — — — — N 893137" W 2657.13" — — — — — — 29 — mo o Jac mo uo am
Calculated Brass cap on
Position Iron pipe
Visited 8116104 ( IN FEET)
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AUDITORS CERTIFICATE SURVEYORS CERTIFICATE Tecard of Survey for,
This map correctly represents a surrey made by �....�.�,,,y PENINSULA TOP SOIL LLC SHT
me or under my direction in conformance with S�J E.oT-%,I P.O. BOX 488 BELFAIR, WA 98528
the requirements of the Survey Recording Act at �F. op'
9 Situate in the,
PENINSULA TOP SOIL LLC ��: 2
the request of PiVES
BOX 488 BIxF W WA 98528 /J���CONSULTANTS, INC. Nwt/4, s��/4 ae swy/4, SEI/4
in MAR ?012 0 �/���' P.M aoz coo •SMYMA a,rA •(3W)W-e.90 do NE1/4, SW7/4 & NW1/4, OF
B
Lt• aro.n r cnw�r.a ay SW7/4 do SE1/4 SWl/4
UkNO,��� B.J.M. SE:O. s nuuo SEC. 2Q TWP. 33NN �Stevan E. 2 , 2
COUNTY AUDITOR P.LS 20795 ar coca 3/12/12 Jab Na 3386 RG. 1 WI W M.