WACHTER MEADOWS
<br />o
<br />/ TRACT „A„ I 30' 30' I
<br />S89. 57 06 E 119.22 ^ ,� 1.962 ACRES I S89'39'19"E 139.97' ,
<br />LOT 55 ,N � 78.44' 61.53' '
<br />v N89'45'48"EO, 10,332 SF rn
<br />/
<br />cr 40 0) o
<br />w0N0 LOT 57 27.50' I /
<br />7,706 SF I I / o
<br />LL -
<br />CC) _ 'Q,q� N89'57'06"W 117.15' , 04
<br />30 STORM DRAIN // ^ / ,� �
<br />o SS /(�s\, EASEMENT TO -``� N /J� LOT 32 0 0
<br />S89 57 06 E 105.00 '� O ; BENEFIT HOA / o '"� '"� Q in �- 0 0 rr�j'
<br />•'''� / 11,033 SF o N
<br />o �� c0 PER THIS PLAT c ,,4? 00 /� �
<br />I w c.l �� 9 081 54LOT V:
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<br />N h1 , / ^7 .� O 0 N
<br />0 LOT 58 -4- N 17.16 - - SEE DETAIL "F" Jam/ n ----79.81 ,- - --
<br />000 8,381 SF r\ 0 I N89'S7'06"W 144.83' f' SHEET 5 / ,�`� �� r'� - 61.79
<br />1 15.00' S89'57'06"E 267.89' 00
<br />/, 0 / N89039'1 9"W 141.61' ,
<br />_ - - - 8' P U E - - �� + I Ld / z N89'39'1 , 27.50 ---N-
<br />123.32'
<br />1 123.32 - - 144.57 27.24' / -� - 9 W 216.38 -
<br />N89'57'06"W 95.45' I r , ' 27.79' BLACKBERRY ST
<br />� - - 1 LOT 47 � � , 27.50'
<br />-27.50 I LOT 53 I I / , S89 39 19 E 183.63
<br />_ HONEYBEE ST o 8,783 SF 0 8,076 SF ��$ 61.71
<br />Ico v ' -50.00'- �- -60.00'-,- `- - 61.91'- - '
<br />S89 57'06"E 132.50' I o " ,
<br />-27.50 r I S89 57 06 E 126.37 I +�� �SION PU E
<br />S89'56'47"E 95.55' I S89'57'06"E 124.09' + o 0
<br />A CLEARANCE 0 0
<br />'--------- ' I "� EASEMENT 0 0 0
<br />z
<br />SEE SHEET 5
<br />8 PUE
<br />+
<br />LOCATED IN THE NE 1/4 OF SECTION 9, T. 6 S., R. 1 W., W.M.,
<br />i I
<br />I
<br />o I LOT 46
<br />1 � " PER THIS
<br />CITY OF MT. ANGEL, MARION COUNTY, OREGON
<br />V
<br />S88'51'06"E 157.84'
<br />N
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<br />.� (n 0No
<br />JANUARY 28, 2021
<br />N30'38'45"E 34.76'
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<br />CITY OF MT. ANGEL CASE NO. SUB 2018-02
<br />0 7,405 SF
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<br />LOT 56
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<br />LOT 30
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<br />1.962 ACRES d-
<br />14,793 SF
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<br />1
<br />S89'57'06"E 123.08'
<br />7,350 SF
<br />I
<br />8 339 SF
<br />o
<br />/ TRACT „A„ I 30' 30' I
<br />S89. 57 06 E 119.22 ^ ,� 1.962 ACRES I S89'39'19"E 139.97' ,
<br />LOT 55 ,N � 78.44' 61.53' '
<br />v N89'45'48"EO, 10,332 SF rn
<br />/
<br />cr 40 0) o
<br />w0N0 LOT 57 27.50' I /
<br />7,706 SF I I / o
<br />LL -
<br />CC) _ 'Q,q� N89'57'06"W 117.15' , 04
<br />30 STORM DRAIN // ^ / ,� �
<br />o SS /(�s\, EASEMENT TO -``� N /J� LOT 32 0 0
<br />S89 57 06 E 105.00 '� O ; BENEFIT HOA / o '"� '"� Q in �- 0 0 rr�j'
<br />•'''� / 11,033 SF o N
<br />o �� c0 PER THIS PLAT c ,,4? 00 /� �
<br />I w c.l �� 9 081 54LOT V:
<br />/ V �- , c^o �' Ivy �;\ � / o w
<br />N h1 , / ^7 .� O 0 N
<br />0 LOT 58 -4- N 17.16 - - SEE DETAIL "F" Jam/ n ----79.81 ,- - --
<br />000 8,381 SF r\ 0 I N89'S7'06"W 144.83' f' SHEET 5 / ,�`� �� r'� - 61.79
<br />1 15.00' S89'57'06"E 267.89' 00
<br />/, 0 / N89039'1 9"W 141.61' ,
<br />_ - - - 8' P U E - - �� + I Ld / z N89'39'1 , 27.50 ---N-
<br />123.32'
<br />1 123.32 - - 144.57 27.24' / -� - 9 W 216.38 -
<br />N89'57'06"W 95.45' I r , ' 27.79' BLACKBERRY ST
<br />� - - 1 LOT 47 � � , 27.50'
<br />-27.50 I LOT 53 I I / , S89 39 19 E 183.63
<br />_ HONEYBEE ST o 8,783 SF 0 8,076 SF ��$ 61.71
<br />Ico v ' -50.00'- �- -60.00'-,- `- - 61.91'- - '
<br />S89 57'06"E 132.50' I o " ,
<br />-27.50 r I S89 57 06 E 126.37 I +�� �SION PU E
<br />S89'56'47"E 95.55' I S89'57'06"E 124.09' + o 0
<br />A CLEARANCE 0 0
<br />'--------- ' I "� EASEMENT 0 0 0
<br />z
<br />8 PUE
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<br />cn
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<br />I
<br />o I LOT 46
<br />1 � " PER THIS
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<br />0 LOT 52 I
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<br />S89'57'06"E 135.94' \ - \
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<br />0 LOT 59 Ln
<br />8, 381 SF
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<br />S89'57'06"E 123.08'
<br />7,350 SF
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<br />9,621 SF
<br />0
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<br />0
<br />0
<br />0
<br />�,
<br />I
<br />S89'57'06"E 125.62'
<br />- 0
<br />o 4
<br />1
<br />12,741 SF
<br />0
<br />_
<br />S89'57'06" 1
<br />E 24.86 +
<br />1
<br />down 1.1' set in [3].
<br />• ��
<br />S89 57 06 E 105.00
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<br />,
<br />7.20 -
<br />37.20'-
<br />�
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<br />S89'S7'06"E 105 00'
<br />0 w
<br />8, 836 SF •0 2 �''�
<br />�?� ��� C, ��
<br />rn
<br />,
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<br />C58
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<br />5/8" iron rod with yellow plastic cap stamped "LEI ENGINEERING &
<br />z
<br />°'1 o LOT 45 '
<br />+ I I � I 0 I 7,686 SF a, 74.01' 60.00' 61.86'
<br />H 8 go 8ti
<br />SHEET 4 OF 6
<br />SCALE: 1 " = 50'
<br />R 3844�OR
<br />310, M
<br />P•
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />O = Set 5/8' x 30 iron rod with yellow plastic cap stamped "WILSON PLS 2687'
<br />❑ = Set 5/8 x 30 iron rod with yellow plastic cap stamped WILSON PLS 2687
<br />in monumentbox. (To Be Post Monumented)
<br />0 = Set 5/8 x 30, „ Iron rod with yellow plastic cap stamped WILSON PLS 2687".
<br />(To Be Post Monumented)
<br />• Found monument (see found monument list)
<br />( ) = Data of record
<br />MCSR _ Marion County Survey Records
<br />MCDR = Marlon County Deed Records
<br />MR = Market Road
<br />PUE = Public Utility Easement
<br />CALL = Calculated Survey Value
<br />P.P. = Partition Plat
<br />SF = Square Feet
<br />R. _ Reel
<br />P. Page
<br />HOA = Home Owners Association
<br />CR = County Road
<br />INITIAL
<br />POINT
<br />FOUND MONUMENT LIST:
<br />EQ 5/8" ironrod with yellow plastic cap stamped "GORMAN SURV. LS01196
<br />,
<br />LS0281 , set in [2]. Held for east line of subject property.
<br />QF 5/8" iron rod with yellow plastic cap stamped "LAND MARKERS, INC",
<br />down 0.9', set in [4]. Found 0.05' east of east line of subject property.
<br />S89'S7'06"E 126.38' I 0 I 10,01984SF '•P �� ��'� '' 10,788 SF 0 u o N��
<br />S89'57'06"E 105.00' ( 0 \\
<br />15' S89'57'06"E 181.31' \\ S89'39'19"E 140.17' CN* � W °j
<br />I I I ' 1 0 N Q�
<br />o LOT 49 I ' I 35 SURFACE STORM DRAIN \' \ 2'83,
<br />0 LOT 62 0 0 8,874 SF 0 0 EASEMENT TO BENEFIT ! LOT 39 0 3
<br />0 7,350 SF 0 1r11-0 I HOA PER THIS PLAT 0
<br />r` r- 0 23.13 + �,, 7, 813 SF 0 ©!�
<br />1 I col LOT 42 n n
<br />1 S89'57'06"E 127.15' 11,512 SF N 19.21' o
<br />S89057'06"E 105.00' 1I 1 �, I S89'57'06"E 200.53' S89'39'19"E 122.47' 0
<br />27.50' 27.50' 1 �
<br />20'--JLOT 41 0-1 I 0 w I °- rn
<br />LOT 48 I I 16, 277 SF o 00 �'
<br />0 18 PUBLIC UTILITY r? in �- LOT 40 0 o V 90
<br />0 001 ,n 11,313 SF 0 0 AND STORM °p v ' w` v� 9,714 SF i� 0
<br />0 LOT 63 I I 0i o I DRAINAGE S00'03'13"W .7 ' I 0 (6 "� Q
<br />0 8, 354 SF ao 0 8 6 I N_ c�
<br />0o 0 RADIUS=10.00 I co I EASEMENT RADIUS=10.00' o " 00 o Q �
<br />SEE
<br />Z N 00 03 13 E 8.75
<br />'� " "N89 57 06 W SEE DETAIL
<br />DETAIL D N89 57 06 W J -X�- - - - T-
<br />- _ - 89'57'06"W 300.68' /
<br />SHEET 5 90.43 �, ao -Z 113.69 ! LZ 186.99 co C� - - 99 04' - + "C" SHEET 5
<br />V
<br />Q 132.50' p
<br />I V J I fCCC I UCUII.N I IUIV J 1-)yU.03
<br />PER THIS PLAT N89'57'06"W 670.06'-(N89'56'39"W 670.02'151 -
<br />NEST CHURCH ST (CR 632)
<br />147.01 ' O p� Qj r�
<br />0 O
<br />0 N
<br />NOTES:
<br />1) All radii along the interior side of the PUE's per this plat shall be 10.00'
<br />when opposite those right of way radii being 18.00' and smaller.
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE (503) 588-8800
<br />FAX (503) 363-2469
<br />EMAIL: INFOOBARKER WILSON.COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />O R E G O N
<br />JULY 19, 1994
<br />GREGORY L. WH SON
<br />2687
<br />EXPIRES: 6/30/2022
<br />1
<br />`"
<br />1
<br />_ C0
<br />C31
<br />S89039'19"E 195.88'
<br />�
<br />►�, �
<br />©
<br />5/8" iron rod with yellow plastic cap stamped "LAND MARKERS, INC",
<br />0
<br />LOT 60
<br />0
<br />3
<br />�
<br />0
<br />0
<br />LOT 51 (
<br />SF
<br />o (
<br />0
<br />S89'57'06"E 135.94' \ - \
<br />+
<br />o
<br />1
<br />V
<br />down 0.9', set in [4]. Found 0.07' east of east line of subject property.
<br />rZ,8.767
<br />I
<br />0
<br />,
<br />0
<br />r-
<br />7,350 SF
<br />0
<br />�
<br />(
<br />o
<br />C37 o
<br />LOT 37
<br />O
<br />0
<br />�-
<br />N
<br />k
<br />Q.�
<br />HQ
<br />5/8" iron rod with yellow plastic cap stamped "LAND MARKERS, INC
<br />1
<br />I o
<br />0
<br />c•,
<br />(
<br />I
<br />S89'57'06"E 125.62'
<br />- 0
<br />o 4
<br />\ ��
<br />LOT 44 �� 2 \
<br />12,741 SF
<br />0
<br />o
<br />0
<br />�
<br />down 1.1' set in [3].
<br />• ��
<br />S89 57 06 E 105.00
<br />I
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<br />0)
<br />Z
<br />I
<br />0 w
<br />8, 836 SF •0 2 �''�
<br />�?� ��� C, ��
<br />S89'39'19"E 168.06'
<br />,
<br />0
<br />►` i
<br />IQ
<br />5/8" iron rod with yellow plastic cap stamped "LEI ENGINEERING &
<br />1
<br />``�
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<br />0
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<br />'
<br />I
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<br />-
<br />S89'57'06"E 158.61' \ �' `''� \
<br />7.80 --
<br />w
<br />SURVEYING , set in [5]. Held for southeast corner of subject property.
<br />0
<br />0
<br />LOT 61
<br />0
<br />0
<br />N
<br />� I
<br />0
<br />0
<br />0
<br />LOT 50
<br />8,820 SF
<br />+ LO
<br />0 0
<br />�+
<br />; cr �� \
<br />\ v`. J, _,
<br />Q
<br />+
<br />o
<br />0
<br />QQ
<br />5/8" iron rod with yellow plastic cap stamped "LEI ENGINEERING &
<br />0
<br />7,350 SF
<br />0
<br />I
<br />I
<br />Un ��,
<br />LOT 38
<br />0
<br />o
<br />SURVEYING", set in [5]. Held for southwest corner of subject property.
<br />S89'S7'06"E 126.38' I 0 I 10,01984SF '•P �� ��'� '' 10,788 SF 0 u o N��
<br />S89'57'06"E 105.00' ( 0 \\
<br />15' S89'57'06"E 181.31' \\ S89'39'19"E 140.17' CN* � W °j
<br />I I I ' 1 0 N Q�
<br />o LOT 49 I ' I 35 SURFACE STORM DRAIN \' \ 2'83,
<br />0 LOT 62 0 0 8,874 SF 0 0 EASEMENT TO BENEFIT ! LOT 39 0 3
<br />0 7,350 SF 0 1r11-0 I HOA PER THIS PLAT 0
<br />r` r- 0 23.13 + �,, 7, 813 SF 0 ©!�
<br />1 I col LOT 42 n n
<br />1 S89'57'06"E 127.15' 11,512 SF N 19.21' o
<br />S89057'06"E 105.00' 1I 1 �, I S89'57'06"E 200.53' S89'39'19"E 122.47' 0
<br />27.50' 27.50' 1 �
<br />20'--JLOT 41 0-1 I 0 w I °- rn
<br />LOT 48 I I 16, 277 SF o 00 �'
<br />0 18 PUBLIC UTILITY r? in �- LOT 40 0 o V 90
<br />0 001 ,n 11,313 SF 0 0 AND STORM °p v ' w` v� 9,714 SF i� 0
<br />0 LOT 63 I I 0i o I DRAINAGE S00'03'13"W .7 ' I 0 (6 "� Q
<br />0 8, 354 SF ao 0 8 6 I N_ c�
<br />0o 0 RADIUS=10.00 I co I EASEMENT RADIUS=10.00' o " 00 o Q �
<br />SEE
<br />Z N 00 03 13 E 8.75
<br />'� " "N89 57 06 W SEE DETAIL
<br />DETAIL D N89 57 06 W J -X�- - - - T-
<br />- _ - 89'57'06"W 300.68' /
<br />SHEET 5 90.43 �, ao -Z 113.69 ! LZ 186.99 co C� - - 99 04' - + "C" SHEET 5
<br />V
<br />Q 132.50' p
<br />I V J I fCCC I UCUII.N I IUIV J 1-)yU.03
<br />PER THIS PLAT N89'57'06"W 670.06'-(N89'56'39"W 670.02'151 -
<br />NEST CHURCH ST (CR 632)
<br />147.01 ' O p� Qj r�
<br />0 O
<br />0 N
<br />NOTES:
<br />1) All radii along the interior side of the PUE's per this plat shall be 10.00'
<br />when opposite those right of way radii being 18.00' and smaller.
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE (503) 588-8800
<br />FAX (503) 363-2469
<br />EMAIL: INFOOBARKER WILSON.COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />O R E G O N
<br />JULY 19, 1994
<br />GREGORY L. WH SON
<br />2687
<br />EXPIRES: 6/30/2022
<br />
|