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PROPERTY LINE ADJUSTMENT SURVEY SEE SHEET 3
<br />FOR 'Ljr�• / ' N41'39'33"E 350.90' ADJUSTED TRACT 3 5ZSTIC
<br />I.R. WITH YELLOW
<br />,yry>>, (N41 -49'13"E , HEPLER36868) CAP MARKEDJOE MO0RETOTAL = 84.13 ACRES" °c
<br />F-o�� ���F CONSERVATION = 22.91 ACRES "DUNCKEL PLS 1942" "hgo6�ti
<br />in the N W & SW 1 /4 of SECTION 7, T. 6 S., R. 1 W; [DUNCKEL, 359531 a ��
<br />NE, SE, & SW 1/4 OF SECTION 12, T 6 S, R 2 W; & ��,s / ,, Nos•3s'24"w ss.so'
<br />NE & NW 1/4 OF SECTION 13, T fi S, R 2 W, W.M. �ti 63 / (S06.25'44"E 66.90' - HEPLER, 36868)
<br />MARION COUNTY OREGON ��� / P
<br />PGS so - S • �
<br />DECEMBER 10,' 2020 o� QP / / °o / `�89:�-.,3`��o�tiS �` )
<br />All
<br />"Pr�. 6►s �8• PROPOSED 20.00' INGRESS 5j��
<br />F'P F / s8� AND EGRESS EASEMENT-�;�'%'`� �PG� �6� S �ij 66b pZF,Q -C-3
<br />Ods �a� y4j�,� �\O� QQ' h� ��, ry81S3• 66 �� 32,E 368 QO�C� AZZ
<br />S`�O9 / 1 ass " �.►� �6'� �2
<br />(9A-
<br />46'
<br />6 `9�S 68J Q�OZOQQQ
<br />Oo, / ^i �. 6�,• ,/��� �
<br />� ?0A 8611•
<br />Q
<br />`o .52� Q� co G �
<br />� � ' % •� � ��o• yFA hOJZZG
<br />lb
<br />�r'Ss V A
<br />/ � gh6 �F'Q 3686
<br />so ADJUSTED TRACT 2 :�% �� • 36 89
<br />TOTAL = 84.35 ACRES 3, 868J �,�
<br />/ N 15'47 21 W 314.13 a O'
<br />�`S'sro. ��\ y / CONSERVATION = 22.94 ACRES j �0K6�31�� 5$ \ (N15'37'42"W 314.13' - HEPLER, 36868)
<br />6g
<br />��06'. y�'O�o / ��'s �y `' \ NO3'36'30"E 103.09' h,��' �'
<br />S. h1; ' \ (NO3'46 10 E 103.09 - HEPLER, 36868) •``� h
<br />'� ate' �0 ti0 .off
<br />3ro � o .� , ' WAGENBACH PNW, LLC ,�� y� �� �� SECTION CORNER =HOZ
<br />o, �6' �' ` / / STOR-MOORE LLC h �'� [CUTLER, 1623] , 592.49 (592.50'-
<br />J � .'S`ti•�L Q` / ti I HEPLER 36868 1217
<br />� REEL 4349 PAGE 489 h
<br />�'� Q-� �O•°�Q�'l / » 13T1 8 N89'14'50"E 643.23' /
<br />\��� ��OQk.,% S89 27 51 E 1001.88 S89'24'29"W 643.23' -
<br />�� (N89 26 W 15.18 CHAINS ( HEPLER, 36868)
<br />€1001.88 1 - CUTLER, 1623)
<br />mss, Bb,Oo. P��� / ; sr. ry0 3 1 4" ALUMINUM CAP
<br />� \ o BASIS OF BEARINGS „
<br />Ods J -, O� QP / ��`'O�G'� ; - / �<v„co ti -1 NAD 83 (2011). EPOCH 2010.00, OREGON MARKED DOWN1B AS SHOWN
<br />S JQ�� / / OQoyC,Q" ; % / ��o COORDINATE REFERENCE SYSTEM, SALEM ZONE [RIGGINS, 37527] /
<br />1pN Cp
<br />65
<br />S1 2 S7 kP
<br />ADJUSTED TRACT 1 :ire^how ���"v �,�; S13 S18
<br />F / TOTAL = 83.94 ACRES - i •"��'�' "' 2 `� �'
<br />CONSERVATION = 22.90 ACRES �o ���'' vo�� ��' 2008 �. h
<br />Op ; ./ �,^ �60 ,�� �RvE QST opo
<br />,off 0j n co
<br />4i
<br />A/ N00.16'41"W 431.64' OR 6.54 CHAINS
<br />`oQ �O� / •,�o, X10 (NORTH 6.54 CHAINS - CUTLER, 1623) o
<br />C,4 B0
<br />a 6'
<br />,y moo`, / �OQQ` y� 3/4- I.P.
<br />�v�,Q [CUTLER, 1623]
<br />1
<br />(N89 -11 -W 20.67 CHAINS R CUTLER 20.67 HAINS 5 0
<br />1623 HEPLER, 6868 I
<br />S89'51'19"W 990.00'
<br />08 �0� -6, (N89'59'01 "E 15 CHAINS €990'1 - CUTLER, 1623)
<br />BOJ \�9, S53'22'55"W 34.00'
<br />(S53'37'W 34.00' - PROPP, 10820)
<br />3/4" I.P. WITH PINCHED TOP
<br />[PROPP, 10820]
<br />MCSR 39359
<br />AZIMUTH SURVEYING
<br />2015 Market Street, NE
<br />Salem, Ore on 97301
<br />Phone (50S) 364-0026
<br />Project No. 20-021
<br />MCSR 39359
<br />NOTE:
<br />1) SEE NARRATIVE ON SHEET 1
<br />2) PROPERTY LINE ADJUSTMENT DEED RECORDED IN
<br />REEL 4465, PAGE 352.
<br />LINE TABLE:
<br />RECORD TABLE--
<br />LINE
<br />ABLE:
<br />LINE
<br />BEARING
<br />DISTANCE
<br />LINE
<br />BEARING
<br />DISTANCE
<br />RECORD
<br />L1
<br />N42 -10-37"E
<br />423.94'
<br />L1
<br />N42.24'36"E
<br />423.66'
<br />HEPLER,
<br />36868
<br />L21
<br />N40.22'13"E
<br />497.50'
<br />L2
<br />N40'31'52"E
<br />497.50'
<br />HEPLER,
<br />36868
<br />L31
<br />N42'32'10"E
<br />499.30'
<br />L3
<br />N42'41'49"E
<br />499.30'
<br />HEPLER,
<br />36868
<br />L4
<br />N42.52'22"E
<br />499.86'
<br />L4
<br />N43.02'02"E
<br />499.86'
<br />HEPLER,
<br />36868
<br />L5
<br />N41'54'27"E
<br />491.76'
<br />L5
<br />N42.04'06"E
<br />491.76'
<br />HEPLER,
<br />36868
<br />L6
<br />N40'44'20"E
<br />323.74'
<br />L6
<br />N40'54'00"E
<br />HEPLER,
<br />36868
<br />L7
<br />N40'44'20"E
<br />175.96'
<br />L7
<br />N40.54'00"E
<br />HEPLER,
<br />36868
<br />L81
<br />N4019'46"E
<br />497.03'
<br />L81
<br />N40'29'26"E
<br />497.03'
<br />HEPLER,
<br />36868
<br />L91
<br />N41'39'33"E
<br />146.59'1
<br />19
<br />N41'49'13"E
<br />146.59'
<br />HEPLER,
<br />36868
<br />LEGEND
<br />• = Found Monument as noted, flush
<br />with ground surface and in good
<br />condition unless otherwise noted
<br />■ = Found 5/8" iron rod with Yellow Plastic I
<br />Cap Marked "Azimuth Surveyin"
<br />Flush, unless otherwise noted ?14epler, 36868]
<br />0 = Set 5/8"X30" Iron Rod with Yellow
<br />Plastic Cap Marked "AZIMUTH
<br />SURVEYING"
<br />( ) = Data of Record
<br />€ = Data Computed from one or more
<br />Record Sources as noted
<br />[ ] = Surveyor, File Number for survey in
<br />which monument probably originated
<br />1. P. = Iron Pipe
<br />1. R. = Iron Rod
<br />1. B. = Iron Bar
<br />- - - = Conservation Easement Line REGISIERED
<br />-------- = Existing Boundary Line PROFESSIONAL
<br />LAND SURVEYOR
<br />SCALE 1 " = 300'
<br />G,Nw 6. N
<br />OREOM
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30723
<br />SHEET: 2 OF 3
<br />
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