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SHEET 1 OF 2
<br />The purpose this survey i to partition Lot 6, P I GLE C (°' !a"), -�LF MONUMENT LIST:
<br />4.:.
<br />into two parcels per City of Salem PlanningPartitioning Case No. PAR 21-13. The Basis /8" iron rod i elloplastic cap, illegible, set in ]. Held.
<br />of Bearings used was between monument D and the most Easterly monument F per A REPLAT
<br />. determinedB 5/8" iron rodit yellowplastic c stamped '° PACIFIC", set i [2]. Held.
<br />CS 38405. Thewest, north and east lines o said Lot 6 were o! in O
<br />it e Center rive SELOCATED IN THE 1/4 OF SECTION o° • - e� � ►°
<br />the la monuments in lace. The south line (also north line of la } CO 5/8 iron rodit 1-1/2 aluminum capstamped PACIFIC", set in 2. Held.
<br />as determined by holding the monuments along centerline of said street offsetting said
<br />centerline 13 feet Northerly. This line fit two out oft e three monuments found an 5/8" iron rod i elloplastic cap stamped "W&H PACIFIC", set in [6].
<br />therefor was held. The southeasterly edge of the plat of P l GLE COMMUNITY was PARTITION CASE NO. PAR 21-13
<br />tint per CS 38 0. I el curve C3 �E 5/8" iron rodit yellowplastic capstamped ILS PLS 287°°, set in [4].
<br />determined holding monuments F an monument
<br />at a radial distance of 24.50 feet Northeasterly from e aforementioned right of wayper 5/8" iron rod i elloplastic cap stamped "W&H PACIFIC", set in [3].
<br />I
<br />plat, which fit with the found monument where said curve intersects the determined east 1 1�3. 0 0 '
<br />. � e of la from the � 1 ( > I ® 5/8" iron rod it yellow plastic cap stamped " PACIFIC", set in 1.
<br />line, and fit fairly well it e plat distance aloe said southeaster) e T UNITY, 1 2 2 1
<br />corresponding found monuments. The discrepancyit platdistances to said TR,C Cps o. T P. I
<br />w
<br />southeasterly edge from the calculated east end oft e determined no right o ay o PRINGL P 52, �° 1 I ( PO
<br />PO
<br />Village Center rive SE is attributed to presumed erroneous calls on the plat of P I GLE V. N�69 I ' I T 57 I �
<br />---� o I �®
<br />I----------------- I N c�
<br />S76°42'56"E 264.07' (S76°43'08"E 264.06' CALC)[2] -'--� J04
<br />CODS 7FA U DR SE - PRIV 172.7 ' (172.78' CALC)[2]
<br />97.02' (96.97)[2] O 75.74' (75.81')[2] _ � E '
<br />A `� - C1
<br />t T 1E�
<br />U OR
<br />91.31 (91.28 )[2] '1 66.00 106.76' e O p
<br />INITIAL ®n ®^ N13°17'04"E 7.00' C� C
<br />POINT d-) ^' O
<br />LJ�,' (S13'1652" 7.00')[2]
<br />S76°4256"E 37.97' ,
<br />\ r 66.00 68.72 . „
<br />-------------------------------------------------�(S76 43 08 E 38.00 )[2]
<br />\ S76°42'56"E 134.72' ' (S76°43'08"E 134.72')[2] `-'
<br />I I S35'33'50"W 7.00' �' �^
<br />r
<br />r I ACCESS, PU3L/C & PRIVATE (S35'30'44" 7.00')[2]
<br />I 0 1 UTILITY EASE E-NT PER [2 , C17 NO
<br />' S54 26 10 E 12.32 C6
<br />r 04 C ( (S54'29'16"E 12.35')[2]
<br />I
<br />2' WIDE PRIVATE ACCESS
<br />I
<br />00
<br />I I 00 EASEMENT TO BENEFIT
<br />I I PARCEL 1 PER THIS PLAT
<br />I 1 L6 �-
<br />1 LOT OMM' UNITY, � T
<br />1 I PRINCLC C 52, ' 0* T ® PARCEL 1, 3:
<br />I(Ij. 00 28-2 V. 415, P-
<br />v S . FT. PARCEL 2,
<br />I 2, I U-) 21,706 S. FT. N
<br />{ I00
<br />o
<br />I co00
<br />I I
<br />1 I ® SCALE: 1 " = 20'
<br />IC
<br />eTRACT Qp ,UNITY, .
<br />I Comm-.P
<br />PRINCL 2p-®.
<br />V. N6,
<br />FOUND S79°09'57" 0.13
<br />FROM CALCULATED POINT °
<br />----------C7-- f---- C6------__ OF CURVATURE J, PUE
<br />\ _-----� ----- C - ---- _
<br />_ - PER [2
<br />74.17 .` R.B.
<br />'44'32" 46.25)[2] O ®2'SOa, 4 - /
<br />�, \ (N79 iN69 26 5 � S36'28 21
<br />31 ' �•,,
<br />o - _ LL CE SE Q N 6 9 °26--
<br />N79'44' 22'f 68.4 5
<br />S79°4-4'32"E 68.44 )[21 I ( 69,26y 50 43.31'
<br />( 59 43_ 31,) 2
<br />LEGEND:
<br />All monuments, found or set are within .2 of ground surface unless noted otherwise.
<br />O = Set 5/ 3 " iron rod with yellow plastic cap stamped "WILSON PLS 2 87" LOT 5 TY
<br />UNI
<br />= Found monument (see found monumentlist) CLE CO ®TP•
<br />( ) = Data of record per survey noted PRIN46, P 52,
<br />REGISTERED
<br />- Record equals measured data per survey noted V.
<br />PROFESSIONAL MCSR = Marion County Survey Records ®
<br />LAND SURVEYOR BARKER CALL =Calculate Survey slue S EY EE E CES:
<br />C�
<br />B.O.T.P. = Bookof Town is [1 ] = I GLE CREEK COMMUNITY, V. 1, - . .T.P.SURVEYING
<br />P.P. = Partition Plat [2] PRINGLE COMMUNITY,6, P. 52, .G.T.P. C-j�
<br />o c. 3657 KASHMIR WAY SE V. = Volume [3] MCSR 3 959 / RCEL 1? 4
<br />J Y 19, 1 SALE , OREGON 97317 P = Page [4] CS 8 j � 2018- 7
<br />G G Y L. S , PHONE (503 588-8800 = Centerline [5] LEGACY HEIGHTS, , V. , P. 90, T.P. i P`
<br />2687 FAX (503 363-2469
<br />EXPIRES: 6/30/2024 EMAIL: INFO@BARKERILSON.CO R.B. = Radial Bearing [6] CS 3655
<br />/ t
<br />�• � 25 NS\.S �' A-5 ��- LOT 5 3�NTS,
<br /><Ss7 � ECACY NE goy
<br />SEE DETAIL "A" L V. . P
<br />Bp.
<br />SH EET 2
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