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DETAIL ".4 ':• > " = 30'
<br />I
<br />STA rE STREET I
<br />I
<br />I
<br />I
<br />I
<br />S 70 28 15 E 346.50'
<br />165.00' (165) (165 )9 (165.00 96
<br />I I IO
<br />165.00' (165 9 (165 99 (164.99 98 (165.00 9 10,11
<br />BU/LD/NG CORNER /S EUB/D/NG CORNR /S BU/LD/NG CORNE
<br />RN. 0.09' & E . 0.80' /S
<br />I I
<br />h S. 0.09' & C. 4.82'
<br />O S. D. 02' do E. O. 13' cz�
<br />241
<br />4 4-
<br />O �I
<br />BU/LD/NG A NEW (2020 W
<br />••
<br />010K O N
<br />BU/LD/NG ':4 CORNER °� V Q I
<br />/S N. 0. 11 '
<br />p O S70 00 165'28'15„ V
<br />165.
<br />' 165.02 8 165.00 10 O
<br />BU/LD/NG CORNER
<br />W
<br />BU/LD/NG B CORNER O (
<br />/S N. 0.05 /S S. 0.62' O U)FD NAIL PER MCSR 27858
<br />c� FD NA/L, OU, S. BU/LD/NG CORNER
<br />O 0.71 ' & E. 0.85' /S E. 0.52' 0
<br />i
<br />BASIS OF BEAR/NGS
<br />IAI' S 702510 1 E 165.00 (165 9
<br />(S 70.25'01 " E 165.00 )8 B �> »
<br />l ao BU/LD/NG (OLD CONCRETE BL OCK)
<br />1AJ - [BJ S 70'25'01 " E 167.97'
<br />"i BU/LD/NG CORNER 9111L DING CORNER /S
<br />FD 5/8 " IRON ROD W/YPC STAMPED FD 518" IRON ROD W/YPCN I.N. 0.04' & E. 0.50'
<br />/S N. 0.04
<br />"LAND MARKERS " PER MCSR 34522, STAMPED "LAND MARKERS "
<br />HELD N -S, W. 1.97 (2.0098; FD 5/8 " PER MCSR 34522 HELD
<br />lT� S 70-28'15-" E 165.00 (165) U I I
<br />IRON ROD W/YPC STAMPED "LAND N -S, S 70'25'01 " E 1.00'
<br />l�
<br />MARKERS" PER MCSR 34522, S. 1.10'
<br />I
<br />(1-0098 & W. 2.00' (2.00 )8
<br />NA RRA T1VE,-
<br />1.
<br />RUIL DING ';4 EX1Q?1r A : 1 = 50
<br />I
<br />BU/LD/NG CORNER /S 12.
<br />S. 0.20' BASED ON
<br />SURCKLA SURVEY
<br />9111L DING CORNER /S S. 3
<br />0.02 BASED ON SURCKLA
<br />I SURVEY 6.5 p' 0\�
<br />BU/LD/NG "B" Q
<br />Xl \,P
<br />CT� IS N 70 30 30 W
<br />I ORNER
<br />0N
<br />C 0 0-
<br />I.�INO
<br />BASEY
<br />BUS 0.16 SURVE ,Oti I `� �`� �� 14.
<br />S. OKRA kq � l9
<br />SUR W W 1
<br />5 o
<br />� GK
<br />v
<br />0 ,, I •o° o �,10 B
<br />O'O,Oti 15.
<br />� � r- Z I � 9 90
<br />I S 70.28'15" E �• I l
<br />RJ SJ
<br />S 70.27'40 " E 168.14' 21
<br />rX
<br />I FERRY STREET O ��
<br />V
<br />I 5 '05� I �0.29,016.,
<br />&
<br />W �
<br />�T5
<br />3
<br />5
<br />II
<br />33,
<br />E 270.09' ----- LEA
<br />173.20' TAKMPED 3���3
<br />Fp SSrA
<br />NER ER MCSR
<br />J;LocK WAS,, P
<br />909 BLoGK
<br />MCSR 39459
<br />THE PURPOSE OF THIS SURVEY /S TO DETERM/NE THE BOUNDARY OF
<br />THAT TRACT CONVEYED TO SALEM OPPORTUNITY, LLC /N REEL 4220,
<br />PAGE 299, RECORDED JULY 18, 2019, MAR/ON COUNTY DEED
<br />RECORDSS,
<br />THE BEAR/NGS FOR THIS SURVEY ARE BASED ON THE FOUND
<br />MONUMENTS A T PO/NTS /A/ AND [BJ AND BE/NG SOUTH 70.25'01 "
<br />EAST PER MCSR 34522.
<br />BLOCK 47 HAS SEVERAL SURVEYS FILED WITHIN THE BLOCK.
<br />HOWEVER AT TH/S TIME, THE ONLY TWO REMAINING MONUMENTS /N
<br />SAID SL OCK ARE PO/NTS [A7 AND /B/. THERE HA VE ALSO BEEN
<br />SURVEYS FILED ACROSS THE EAST AND SOUTH STREETS BUT /N MY
<br />OPINION DO NOT SHOW ENOUGH DETAIL TO ESTABLISH PO/NTS WITH/N
<br />BLOCK 47 AS WILL BE DISCUSSED LA TER. THE DISTURB/NG PO/NT OF
<br />SAID SURVEYS /S THAT THEY DO NOT DOCUMENT THE
<br />CENTERL/NE-CENTERL/NE MONUMENT AT [L.% AS DOES MCSR 19622.
<br />/ FOUND THE TWO TACKS /N LEAD AT /Cl AND [D.% AS SET BY
<br />K/RSCHER /N MCSR 19649 ON MARCH 11, 1967. FROM SAID SURVEY
<br />/ CALCULATED THE POSITION OF THE CENTERL/NE- CENTERL/NE
<br />INTERSECT/ON A T fE� /HELD PO/NT LrC7 AND 149.00 FEET TO /F,7
<br />AND THE ANGLE OF 90.02'30 " AS CAL CULA TED FROM K/RSCHER'S
<br />MAP TO DETERMINE THE CENTERL /NE L OCA T/ON.
<br />/ FOUND THE TACK /N LEAD AT LrG7 AS SET BY EDWARDS /N MCSR
<br />19622 ON FEBRUARY 25, 1967. FROM SAID SURVEY I HELD THE
<br />DISTANCE OF 117.08 FEET FROM [Gj7 TO THE CENTERL/NE OF L/BERTY
<br />STREET. FROM THIS L OCA T/ON / HELD THE LINE TO THE CENTERL/NE
<br />MONUMENT A T [HI FOR THE CENTERL/NE OF LIBERTY STREET. FROM
<br />fEJ / HELD K/RSCHER'S ANGLE FOR THE CENTERLINE OF STATE
<br />STREET AND INTERSECTED THE CENTERL /NES A T f/J
<br />FROM [/-7 / HELD EDWARDS ANGLE OF .90-03'00" FROM THE
<br />CENTERL/NE OF L/BERTY STREET AND PROJECTED THE LINE WEST TO
<br />JI. PO/NT [J7 MEASURED 198.50 FEET (PLA T DISTANCE FROM [AJ
<br />THE L OCA T/ON OF THIS LINE WAS CONFIRMED BY THE TACK FOUND
<br />A T IK -7 PER MCSR 9042 Sr BA TES. THE DISTANCE FROM [KJ TO THE
<br />CENTERL/NE MEASURED 35.50 FEET AND BA TES MEASURED 35.50
<br />FEET. THE LINE 97 - [J/ WAS HELD FOR THE CENTERL/NE OF STA TE
<br />STREET AND THE LINE PASSES THROUGH THE MONUMENT BOX A T /L,7
<br />EDWARDS'S SURVEY PROVIDED A DISTANCE OF 447.50 FEET TO THE
<br />MONUMENT, HOWEVER THIS DISTANCE /S NOT CONFIRMED BY ANY
<br />MONUMENTS /N THE BOX A T fLJ
<br />MC,',�R _�C)417)C)
<br />NARRA TIVE(CONTINmED):
<br />7. MCSR 34522 Sr MONTGOMERY ON DECEMBER 2, 1997 MEASURES
<br />TO FOUND PO/NTS WITHIN BLOCK 47. ON HIS FOUND PO/NT
<br />L OCA T/ON HE MEASURED AN ANGLE PO/NT /N COMMERCIAL
<br />STREET, WH/CH / BEL/EVE /S NOT THERE, BUT /T /S SHOWN
<br />BETWEEN MONUMENTS. /N CAL CULA T/NG THE L OCA T/ON OF THE
<br />SOUTHEAST CORNER OF LOT 2 AT [Zj7 ON MONTGOMERY'S MAP
<br />VERSUS MY L OCA T/ON, WE DISAGREE Sr 0.03 FEET NORTH -SOUTH.
<br />TH/S /S WITHIN REASON TO HOLD THE L OCA T/ON OF LrZ7 PER MY MAP.
<br />8. FROM �K� /HELD PARALLEL TO LINE Lflj7 - /_J7 AND 26.50 FEET PER
<br />MCSR 9042 TO [MJ / THEN HELD THE LINE [Mj TO [N.% PO/NT /N7
<br />BE/NG THE SOUTHEAST CORNER OF LOT 7 FOR THE DIRECT/ON OF THE
<br />ALLEY. PO/NT [N,7 BE/NG N 70.25'01 " W 1.00 FEET FROM f81.
<br />9. / OFFSET L/NE [AJ - fJ.% HALF THE STREET WIDTH OF 49.50 FEET TO
<br />THE SOUTH AND INTERSECTED LINE LfNj7 - [Mj7 AT LrO.7. FROM [OJ /
<br />HELD PARALLEL TO LINE [JI - �// AND THE PLAT DISTANCE OF 16.50
<br />FEET TO IP -1 AND AN ADDITIONAL PLA T DISTANCE OF 165.00 FEET TO
<br />10.J
<br />10. FROM [Pj7 / HELD PARALLEL TO LINE [M7 - /NJ AND THE PLA T
<br />DIS TANCE OF 298.00 FEET TO [RJ7
<br />11. FROM [0/ / HELD PARALLEL TO LINE /_M/ - /N,7 AND THE PLA T
<br />DISTANCE OF 298.00 FEET TO WSJ
<br />12. FROM [R7 AND [SJ / HELD DEED DISTANCE OF 125.50 FEET PER REEL
<br />4220, PA GE 299 TO [T7 AND [UJ RESPECT/VEL Y.
<br />13. HOLD/NG THIS CONFIGURATION DOES NOT CREATE AN ENCROACHMENT
<br />OF THE ADJOINING BU/LD/NG 'B' OR THE MEWL Y CONSTRUCTED
<br />BU/LD/NG ';4 " HOWEVER THE SOUTHWEST CORNER OF THE EX/ST/NG
<br />(NOW Df-MOL/SHED BU/LD/NG WOULD HAVE BEEN SOUTH 0.07 FEET
<br />BEYOND THE PROPERTY LINE THE SOUTHEAST BUILDING CORNER
<br />WOULD HAVE NORTH 0.08 FEET FROM THE PROPERTY LINE.
<br />14 ON AUGUST 25, 1999 (PARTITION PLAT NO. 2000-21) AND AGAIN ON
<br />OCTOBER 18, 1,999 (MCSR 35265 SURCKLA L OCA TED PO/NTS [Dj7 AND
<br />[G.% AND PROJECTED SAID LINE WEST TO COMMERCIAL STREET. MCSR
<br />19622 BY EDWARDS DID NOT L OCA TE THE TACK AT [DI OR [F.% OR
<br />[CJ Sr K/RSCHER. HOLD/NG PO/NTS [D.7 AND fG1 FOR LINE IGNORES
<br />THE ANGLE PO/NT /N THE CENTERL/NE AT �// AS SHOWN BY EDWARDS.
<br />THE TACK AT [Kj7 EXISTED /N 1999 WHEN SURCKLA DID HIS WORK
<br />AND THE CENTERL/NE MONUMENT A T COMMERCIAL STREET AND STA TE
<br />STREET /S NOT SHOWN SURCKLA 'S SURVEYS BUT MA Y NOT HA VE
<br />EXISTED A T THA T TIME. THE ALIGNMENT FROM Lr/1 TO [JI AS
<br />CONFIRMED BY THE TACK A T fKj7 AND THE IRON ROD A T fAj7, /S A
<br />BETTER AL/GNVENT OF STA TE STREET.
<br />15. THE FIELD WORK FOR PARTITION PLAT 2000-21 APPEARS TO HAVE
<br />BEEN DONE /N AUGUST 1999 AND MCSR 35265 FIELD WORK WAS
<br />DONE OCTOBER 18, 1999 AND WERE BOTH DONE BY SURCKLA.
<br />HOWEVER NEITHER MAP REFERENCES THE OTHER FOR MONUMENTS SET
<br />OR FOUND. MY EXHIBIT ';4 " SHOWS THE MEASURED DISTANCES AND
<br />BEAR/NGS BETWEEN THE SURCKLA SURVEYS. THE DISTANCES BETWEEN
<br />THE TWO MONUMENTS CHECK FA/R, BUT THE ANGLES BETWEEN
<br />MONUMENTS SET OR FOUND ARE OFF SIGNIFICANTLY, BUT THE
<br />MEASURED ANGLES CL OSEL Y AGREE TO THE ANGLES HELD /N TH/S
<br />SURVEY.
<br />16. LOOK AT MY EXHIBIT ':4" AND HOLD PO/NT [)( 7, AND If YOU HOLD
<br />SURCKLA 'S ANGLE OF 90'02'10 " FROM LINE [)(.7 TO [)(-1,7, AND
<br />PROJECT THE LINE TO [X-37 INTERSECT/ON WITH THIS SURVEY. /N SO
<br />DO/NG BUILDING "S" WOULD NOW ENCROACH INTO THE SUBJECT
<br />PROPERTY AND THE NEW BU/LD/NG ';4 " ALSO ENCROACHES BASED ON
<br />SURCKLA 'S MONUMENTS / WILL NOT HOLD SURCKLA 'S BOUNDARES FOR
<br />BLOCK 47. AGAIN SURCKLA (MUL T//TECH /S TO FAR NORTH /N MY
<br />OPINION.
<br />REGISTERED
<br />PROFESSIONAL RECOrQD OFSUrQ!/EY
<br />LAND SURVEYOR FOR A
<br />LOT CONSOLIDATION
<br />OF
<br />OREGON LOT 4, AND A PORT/ON OF LOT 3, BLOCK 47,
<br />JULY 16, 1982 SALEM
<br />ERRIC D. JONES SITUATED /N THE
<br />1996 NORTHWEST 1/4 OF SECTION 27, T. 7 S., R. 3 W., W. M.
<br />RENEWS: 6-30-23 C/TY OF SALEM, COUNTY OF MAR/ON, STATE OF OREGON
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