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MAHONIA CROSSING
<br />ELT OF PARCEL 3, PARTITION PLAT 2 —36, AND PARCEL 1, PARTITION PLAT 2021-35
<br />LOCATED
<br />IN THE N.E. F SECTION 14 AND IN THE N.. 4 OF SECTION 13, T. 8 S.9 R. 3 ,, •, W.M.9
<br />CITY OF SALE , , MARION COUNTY, OREGO�
<br />...
<br />,$ /
<br />OVEMBE , 2022....
<br />4C406
<br />,�
<br />LEGEND:
<br />/
<br />All monuments,
<br />. 0.20' of round surface unless noted otherwise
<br />re within
<br />found or set, a 9
<br />List Sheet 1
<br />_
<br />=
<br />Found monument as noted in Found Monument on
<br />cap stamped WILSON PLS 2687 set in Partition Plat 2015 36, on plat boundary
<br />Found 5/8" iron rod with yellow plastic p p
<br />.
<br />■ =Found
<br />BOTP on plat bounds except as noted
<br />518" iron rod set in Woodscape (V. 32, P. 39, ) p boundary p
<br />"WILSON PLS 2687"
<br />/
<br />0 =
<br />Set 518" x 30" iron rod with yellow plastic cap stamped
<br />25 ��
<br />0 =
<br />„ ,� - � - �► �, t monumented
<br />Set 5/8 x 30 iron rod with yellow plastic cap stamped WILSON PLS 2687. To be post
<br />O
<br />A j
<br />SHEET 2 OF 4
<br />�( = Set 5/8" x 30" iron rod with aluminum cap stamped "WILSON PLS 2687". To be post monumented ET 21 65 / W C SIDEWALK EASEMENT
<br />1 = Record equals measured data per Partition Plat 2021-35 MARK
<br />( ) q p NIA$9, TO C.O.S. PER THIS PLAT
<br />( )2 = Record equals measured data per Partition Plat 2015-36 0 �E �152 ° 25 - / \'oo,
<br />MCDR = Marion County Deed Records
<br />BOTP = Book of Town Plats T E • <S2 �G \
<br />V. = Volume ,
<br />R = Reel
<br />P. = Page 04 o� \ i
<br />C = Calculated survey value �' 3 \ sv
<br />-Centerline � Z � � 12
<br />2� SIDEWALK EASEMENT
<br />PUE = Public Utility Easement 30 ,� 2
<br />[ ] = Survey Reference Number 0' / / i�40= 45 TO C_0_S_ PER THIS PLAT � \ \.CP
<br />CP
<br />C.O.S. = City of Salem \ \
<br />= Data of Record / Ar Gil �' j \\ \
<br />\�- PUBLIC ACCESS EASEMENT
<br />/ \ FOR MULTI -MODAL PATH
<br />C41C42 \ r
<br />'43"E 28.00' PER THIS PLAT � --� S55'48'09"
<br />1� P C O /�-N 67 59 , LOT 1 \i \ _ _C40 - r \�31.46'
<br />20 STORM
<br />7.72 ACRES _ _ 9
<br />��PSE - \A / EASEMENT TO C.O.S. \ L-
<br />pE / 0 o PER THIS PLAT .C3, „ , , I
<br />`� •�, �-` N 55 48 09 E 15.95 w 120 0 _
<br />I�
<br />6� � S22'00'45"E 20.00'
<br />, � � N
<br />C3 � (no~ N
<br />0 �' N67'59'43"E 28.00' 0 C, i I °Q I oo
<br />�- ��+ �+ SANITARY SEWER N
<br />J'a, o > EASEMENT TO C.O.S. � I co L'`)
<br />®� �, -SEE DETAIL "A" SHEET 3 �tci8z 1--
<br />—
<br />' � yr cs, 3 n \ .25~
<br />LOT 2 0 Lo 10 PUE PER THIS PLAT " _48' /' - '56" 113 co
<br />13,092 o' N17 27 41 W 29 / C19 _ N09,g
<br />n ?� 26 - C21
<br />SQUARE FEET _ _ 8, 56„ 113.
<br />G C11 NO2`3 ' — — — f N0g°4 �_ w 2 19 E 349.86 _ — � V' 38'0 cn
<br />' DER_ Pv P�P���G6� N 1 " 20.10' 0 29.43 C20 75.24 o C35
<br />SE S �O R ,gyp S P / Cn S78 401 ' 41 W cr
<br />' ITAR 0 1 �' M ,=�°$ O C14 — —
<br />' N T -- _ SALAL N�� 2�
<br />A _ _ ST SE 17 w
<br />20' S MEN503, P / !�j G13 C12 NO2' - C ... C N80'11'04"E
<br />EASE R 3 �224 0 3219E 349.86 - Cir �---- 2� ,
<br />PER g8 5 , �, 26.11' / 3p 30 4.87'
<br />p0 �� C1 S02 32 19 349.86 C16 8956 L'
<br />�. w
<br />NZ C50 —� ;, — — _ �� C36 `--10 33 — 517'2� $� 25.24 d-'. v`
<br />NO2 3219E 2349.86 \ C37 Z 2° •4 0 `�ry
<br />N76'59'53"E 10.00' _ p
<br />10' PUE PER THIS PLAT. \ r�, o J
<br />ALSO 10' PIPELINE EASEMENT \ 0 , Q
<br />/ P s\ \ 6' � UJ 0 0
<br />(STORM DRAIN ONLY) TO C.O.S. , \ - c9 o 1 p o p
<br />SEE PLAT NOTE 17 SHEET 4. ��? Iro\ v'� �►'` SOUTH 177.54' R1 00 I o0 00
<br />0
<br />-ip
<br />------174--------
<br />v J w .24' --� o
<br />cn PIPELINE AND/OR OPEN / \ \ _ 0 0 0 n o
<br />LOT 3S DRAINAGE CHANNEL EASEMENT \\ ( N o STG)RM .SEHO? PIPELINE w
<br />2.82 ACRE
<br />J TO C.O.S. SEE PLAT NOTE 18 � � � M N AND L��7VT1 BA.�'N oo I � o I
<br />.� SHEET 4. .. I oo as o ao
<br />L 1, T � I � � � N ��T P.0611� CR `� cn cn ►� co
<br />(10
<br />M
<br />P R pN PLA � NI __ , . ' , _
<br />TI ,3 '� 174,24 S00 22 00 E 174.54 )[3]
<br />PAR Q15 $, 5�
<br />2 cp FOUND AT SOUTH EDGE 89 (142'8 i� O - - - - -(N .28'32" W 694.70') 0
<br />IN CONCRETE FOOTING OF 4X4 FENCE POST 142
<br />FENCE POST. MONUMENT \
<br />BEARS N81 28 03 E 0.15 17g 16' (1 .30,E 512_17 i� , \ 10 STORM DRAIN �' LOT 51
<br />FROM LINE ,` (S08 6.03 EASEMENT PER �37 C
<br />REGISTERED 5.00151 7 1'571,,W 512°�� f1 LOT 19 (S00'22'00"E
<br />PROFESSIONAL 0, 5� 135.04 (13 �>ly$ 3 6.37')[4] R. 3116, P. 405 4 S89'31'30W 137.72'
<br />(55.2 it LOT 18
<br />LAND SURVEYOR 55.08 R. 4556, P. ,51 (S89'38'00"W 137.76')[3]
<br />LOT 11 LOT 20
<br />LOT T 38, 1�D©OSCAPE
<br />SURVEYING W
<br />LOT 10 R. 1975, P. 261 MEADOWS PHASE 3 �
<br />V. 41, P. 75, BDTP
<br />o G o N 3657 KASHMIR WAY SE LOT 9 wn-ongCA'OF
<br />JULY 19, 1994 SALEM, OREGON 97317
<br />GREGORY L. WILSON PHONE 503) 588-8800
<br />2687 FAX 503) 363-2469
<br />EXPIRES: 6/30/2024 EMAIL: GREG@BARKERWILSON.COM
<br />V. 32, P. 39, BOTP
<br />BERKSK/RE C_T S_E
<br />QH 4F RIGHT OF A Y
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