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NARRATIVE.
<br />THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND MONUMENT THAT TRACT OF LAND CONVEYED TO
<br />DELLA PARK AND DESCRIBED IN REEL 1265, PAGE 142, MARION COUNTY DEED RECORDS,
<br />THE BASIS OF BEARINGS IS N 70° 28'18" W, PARALLEL TO THE R/W LINE OF UNION STREET AS
<br />MEASURED BETWEEN THE BRASS SCREW AND COPPER DISK SHOWN, AND PER MCSR 36177(S1).
<br />1 HELD A 4.00' OFFSET S.W. FROM SAID MONUMENTS FOR THE SOUTHERLY R/W LINE OF UNION
<br />STREET, AS PER MANY OTHER SURVEYS. I HELD PLATTED STREET WIDTH OF 99.00'. 1 FOUND
<br />THAT A SPLIT OF THE OLDEST SECTIONS OF CURB VERIFY THIS SOLUTION (DIMENSIONS SHOWN
<br />HEREON). THE IRON PIPE FOUND NEAR THE S.W. CORNER OF BLOCK 66 WAS ALSO FOUND TO BE
<br />ON THE R/W LINE OF UNION STREET.
<br />I HELD THE IRON PIPES FROM MCSR 17254(S2) AND MCSR 9934(S3) FOR THE ALLEY R/W LINE,
<br />WHICH IF EXTENDED SOUTHERLY TO THE SOUTHERLY LINE OF UNION STREET, CONFIRMS
<br />AFORESAID BRASS SCREW IS 0.17' WESTERLY OF THE ALLEY R/W AS PER MCSR 36177.
<br />I HELD THE WESTERLY LINE OF CHURCH STREET PARALLEL TO THE ALLEY, AND THROUGH THE
<br />OTHER IRON PIPE FROM MCSR 17254. THIS SOLUTION AGREES WITH MCSR 36177 THAT THE EAST
<br />HALF OF THE BLOCK IS SLIGHTLY SHORT OF THE 166.12' THAT HAS BEEN HISTORICALLY
<br />MEASURED AND HELD. PLAT WIDTH OF 99.00' WAS HELD. THE BACK OF SIDEWALK ON BOTH
<br />SIDES OF THE STREET AFFIRM THIS SOLUTION (DIMENSIONS SHOWN HEREON).
<br />I HELD THE IRON PIPES FROM MCSR 19472(S4) FOR THE NORTHERLY LINE OF REEL 4292, PAGE
<br />51 (D2) AND A 48.00' WIDTH PER SAID DEED TO LOCATE THE NORTH LINE OF SUBJECT
<br />PROPERTY. I HELD A 40.00' WIDTH TO LOCATE THE SOUTHERLY LINE OF OF SUBJECT PROPERTY,
<br />PER REEL 1265, PAGE 142 (D1). THE FENCE AND THE BUILDING FACE ON THE NEIGHBORING
<br />PROPERTIES AFFIRM THIS SOLUTION.
<br />ALL DEEDS WERE IN HARMONY AS TO DISTANCES CALLED FROM THE NORTHERLY LINE OF BLOCK 1.
<br />DEED DISTANCE OF 100.00' PER SAID DEEDS AND PER REEL 2514, PAGE 173 WAS HELD
<br />SOUTHERLY FROM SUBJECT PROPERTY TO LOCATE SAID NORTHERLY LINE OF BLOCK 1. THIS
<br />CAUSES BLOCK 1 TO BE 0.20' SHORTER THAN HISTORICALLY MEASURED, ALTHOUGH THIS IS
<br />LIKELY DUE TO PREVIOUS, SMALL CHAINING ERROR. THE NORTH END OF THE OLD CURB, OLD
<br />SIDEWALK JOINT AND BUILDING CORNER SHOWN SERVE TO PROVE THIS LOCATION AS CORRECT,
<br />AND I FIND THEM TO BE BETTER EVIDENCE THAN HISTORIC MEASUREMENTS.
<br />SCALE. 1" = 40'
<br />0' 40' 80'
<br />LEGEND:
<br />• FOUND MONUMENT AS NOTED
<br />O SET 5/8” X 30" IRON ROD W/YPC
<br />STAMPED ""MILLER LAND SURVEYING"
<br />ON 10/16/2020
<br />YPC YELLOW PLASTIC CAP
<br />( ) RECORD DATA AS NOTED
<br />[ ] ORIGIN OF MONUMENT
<br />MCSR SURVEY NUMBER, MARION COUNTY
<br />SURVEY RECORDS
<br />MCDR MARION COUNTY DEED RECORDS
<br />BOTP BOOK OF TOWN PLATS
<br />I . R. IRON ROD
<br />1. P. IRON PIPE
<br />R/W RIGHT-OF-WAY
<br />M MEASURED DISTANCE
<br />P PLAT OF "SALEM"' (VOLUME 1,
<br />PAGE 20, BOTP)
<br />MULT. MULTIPLE RECORDS
<br />S1 MCSR 36177
<br />S2 MCSR 17254
<br />S3 MCSR 9934
<br />S4 MCSR 19472
<br />D1 REEL 1265, PAGE 142, MCDR
<br />D2 REEL 4292, PAGE 51, MCDR
<br />D3 REEL 2514, PAGE 173, MCDR
<br />1/2- 1. P. DOWN 0. 2'
<br />[MCSR 194721
<br />N70° 28' 18"W 0.26'
<br />HELD FOR LINE
<br />1/2- I.P. DOWN 0.5'
<br />ARLy,� 2 JCS >66
<br />0
<br />8 , [MCSR 194721
<br />AC L 4 R >`94y2 1 O.40'
<br />HELD FORLINE
<br />NE
<br />�J opo
<br />MCSR 39333
<br />RECORD OF SURVEY
<br />FOR TIMBERGREEN, LLC
<br />IN THE SE 114 SECTION 22,
<br />T. 7 S., R 3 W., W. M.
<br />CITY OF SALEM,
<br />MARION COUNTY, OREGON
<br />OCTOBER 16, 2020
<br />1/2" 1. P. P �1 S 78,E 2� /V• E INC
<br />IS G q O
<br />N49 26220"W 1.5N] O� A C 126,58 >8" >6 �� 1/2" 1. P.
<br />/ FLUSH [MCSR 17094]
<br />ec�S �d1J C N70° 28'18"W 1.11'
<br />N �00�8 >B'' /S O�S' �A�KW 1 a�
<br />FENCF FACE �'>66 0
<br />8 , S W A Y �4�p 00
<br />4� °' 3 S W N ���yE r�oo0
<br />Q, p`Q0 �S>y q� cb
<br />�, 'w
<br />� p BENT 5/8" 1. R.
<br />O' DOWN 0.3' [UNKNOWN]
<br />TIED AT BEND POINT
<br />\ a 170° 28'18"W 1.12'
<br />3" I.P. [UNKNOWN]
<br />POSSIBLY SAWED OFF
<br />FLUSHFENCE POST,
<br />S16' 45' 10"E0. 79'
<br />p.
<br />N� gL0 66 08' \ 1.7' p°p O
<br />pp•
<br />END OF OLD CURB
<br />\ AT BLOCK LINE
<br />SIDEWALK JOINT C�
<br />��p'/
<br />OLDER/NEWER CONC. v BRICK BUILDING CORNER
<br />�l �;�� J AT BLOCK LINE>8" O 6. 70' N. E. OF BLOCK LINE,
<br />Op '�\ ON R/W LINE
<br />1/2- I . P. FLUSH -1-94�� > > \
<br />\ [MCSR 99341 00` 1
<br />\ HELD R/W , C
<br />1aq
<br />c� v O
<br />D WQ \
<br />1/2" 1. P. •p .oj \ \ 4 M / \
<br />DOWN 0.2 [S2]
<br />NJ L
<br />Cb z
<br />cb
<br />�� oc ��
<br />/'.RojA
<br />w� Q
<br />\
<br />1/2" 1. P. \ 4) � O
<br />°��� \ UP 0. 1' [S2] �J p .0 6
<br />HELD R/W
<br />SMO \
<br />ev / \
<br />�V
<br />1. 7'
<br />1-1 /8" COPPER D 1 SK STAMPED p0
<br />/ N ;>o.a
<br />"WILSON PLS 2687" [MCSR 380751 \ �� \ t�j� 28 >812JZT l
<br />(REPLACEMENT FOR BRASS SCREW �� O LT
<br />SET IN MCSR 14658) g RB 4
<br />HELD 4.00' OFFSET FOR \ NN 0`S,�S ; �j4_ >66 08' Ty 1 7 \
<br />UNION R/W PER S1 / �O� 8 j 1;, g C l
<br />1-1/4" STEEL SHAFT 4.00' \ \8�1�� oc \ a� - ��p �BRB 29.5'\ \
<br />51
<br />S25 35'03"E 6.07' q JC
<br />FLUSH [MCSR 92221 0'6 9 ' `4LCUL\p,�
<br />\ `4?Z� j �/ �� 9g � 18.. 3/4„ I . P.
<br />UP 0.1'NNOWN]
<br />\ \ S> \ 40.0' / Op N70° 28[U8KW 0. 75'
<br />1
<br />BRASS SCREW IN LEAD HELD UNION R/W \ � ,4 /
<br />HELD 4.00' OFFSET FOR � qsy
<br />R/W AND 0.17' W' ERLY O
<br />RECEIVED 11/30/2020 BY PER S1 [MCSR 146581 >s sy ��8 �8„N Al 29.5 29.5' \ c�RB pp o
<br />MARION COUNTY SURVEYOR. >8'' `lO Z D ��Re MILLE)
<br />APPROVED FOR FILING ONs•>6�'08,
<br />01/21/2021. JA ��&s>� / rm7,.l
<br />MCSR 39333
<br />REGISTERED
<br />PR❑FESSI❑NAL
<br />LAND SURVEYOR
<br />OREGON
<br />DECEMBER 6, 2013
<br />ANDREW MICHAEL MILLER
<br />79372
<br />RENEWSi DECEMBER 31, 2022
<br />
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