|
0' 60' 120'
<br />6wniii� I
<br />SCALE: 1 INCH = 60 FEET
<br />i
<br />30' 30'
<br />M
<br />N 89'58' 59"E 30.00'
<br />[30.00'(7)]
<br />�
<br />30'
<br />EL 1 W
<br />pAR00 1 W o
<br />P. P.
<br />'2002— Ln
<br />N
<br />LEE STREET SE
<br />LOT 11
<br />RECORD OF SURVEY
<br />IN THE SW 1/4 OF SECTION 26, T.7S., R.M., W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />DATE: APRIL 20, 2021
<br />BLOCK MONUMENT LIST
<br />s jON OF NEX A IP 1/2", DOWN 0.6' (9)
<br />5UBDIV PARK AN
<br />O.T•P- B 3-1/4" ALUMINUM CAP, DOWN 1.3', MCSR 32446
<br />R'E YE 3 P• 3 2' C IR 5/8" W/YPC "DEA INC" (8)
<br />V.13, D IR 5/8" W/YPC "QUERY PLS 1653", DOWN 1.0' (7)
<br />LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 E IP 1/2" , DOWN 0.4' (3)
<br />[RM(10)] [84.02'C(10)] F IR 5/8", BENT, TIED SPIN HOLE, UP 0.4' (4)
<br />43.50' T., 84.02' BEARS S73'10'01 "E, 0.18' FROM CORNER
<br />o @'wS8'9-48'20"E f 1
<br />127.52
<br />S00'46'41 "E 60.00'
<br />MCSR 39420
<br />S.E. CORNER OF THE
<br />WILSON D.L.C. NO. 44
<br />3-1/4" ALUMINUM CAP
<br />DOWN 1.3', MCSR 32446
<br />0 30.00' o BASIS OF ��BEARINGS�%
<br />�J , N88 46 03 E 692.390- - - - - -
<br />_ 50.00 - 83.00 �. _ - - O
<br />S89'48'20"E 419. 5' " - [S89'24'15"E 692.39'C(1)] B t
<br />1 8 .� � S89 48 20 �'
<br />E 293.00 0 NARRATIVE
<br />o cn N01 031'00"E 64.75' 1 1 LLP THE PURPOSE OF THIS SURVEY IS TO RESOLVE AND MONUMENT THE OUTER BOUNDARIES OF A PORTION OF LOT
<br />o [NO3*20'42"E 64.75'(D1)] t LOT LOT 3 LOT 4 LOT 5 1, ALL OF LOTS 2 AND 3, A PORTION OF LOT 6 AND ALL OF LOTS 7 AND 8, ALL IN BLOCK 6 OF "YEW PARK
<br />I ,';; ANNEX", RECORDED IN VOLUME 02, PAGE 74, MARION COUNTY BOOK OF TOWN PLATS. I
<br />1 2
<br />0 "B" CENTERLINE , LOT MAPP WEDNER FOR MY BASIS OF BEARINGS I HELD THE OREGON COORDINATE REFERENCE A
<br />�/? ( 6.40 �,�,C REEL 3147 I S LEM ZONE",
<br />oBLOCK RK PER (D1) [6.00'(D1)] PAGE 225 pQ NAD83(2011), EPOCH 2010.00, ESTABLISHED BY A TRIMBLE R12i GLASS RECEIVER UTILIZING THE OREGON 0000.
<br />o �- x PA O,T•p o ( O REAL --TIME GLASS NETWORK BETWEEN MONUMENTS 'A' AND 'B'. N
<br />0 YE 93, B o, co w M
<br />z V O1 P MAPP LLC �j 6 X -� TO RESOLVE LOTS 1 THRU 10 OF SAID BLOCK 6, THE OUTER BOUNDARIES 4F SAID BLOCK WERE RESOLVED AS I �
<br />r N OC� NE o; Q
<br />B L Art P• rn FOLLOWS. D
<br />i _ PARK B O'T. N o
<br />C � c° 3 z YEW p.7 4 , w V THE SOUTH LINE OF SAID BLOCK 6 WAS RESOLVED BY HOLDING PARALLEL WITH AND 60.00 FEET NORTH OF THE
<br />o Lo V •0 2' o - NORTH LINE OF BLOCK 7 OF SAID "YEW PARK ANNEX". THE NORTH LINE OF SAID BLOCK 7 WAS RESOLVED BY o0
<br />c� oN0 00
<br />� U HOLDING A LINE THROUGH MONUMENTS 'E', 'F', 'G' AND 'H' PER SURVEY NUMBERS 23709, 28106 AND 32929.
<br />0 I 00 SEE SHEET 2 SURVEY/DEED REFERENCES o 0
<br />NOTE: ALL REFERENCES ARE FROM o 0 w N FOR BLOCK 6 DETAIL o 0- I
<br />z I "t w o Z THE WEST LINE OF SAID BLOCK 6 WASRESOLVED BY HOLDING PARALLEL WITH AND 30.00 FEET EAST OF THE W
<br />MARION COUNTY RECORDS , co O CENTERLINE OF 13TH STREET SE PER YEW PARK ANNEX . THE CENTERLINE OF 13TH STREET SE WAS RESOLVED N
<br />PETROCARD Z BY HOLDING 30.00 FEET WEST OF MONUMENT 'C' PER SURVEY NUMBER 37233 AND 30.00 FEET EAST OF
<br />(1) MCSR 1691 (10) RESUBDIVISION OF BLOCK 1 o SYS EMS, INC. D rn
<br />(2) MCSR 11080 YEW PARK ANNEX z i� REEL 2740, j MONUMENT D PER SURVEY NUMBER 35774.
<br />(3) MCSR 23709 VOLUME 13, PAGE 32, B. 0. T. P. z PAGE 114 MAPP LLC
<br />1
<br />THE NORTH LINE OF SAID BLOCK 6 WAS RESOLVED BY HOLDING PARALLEL WITH THE SOUTH LINE OF SAID cn
<br />(4) MCSR 28106 (D1) CIRCUIT COURT OF OREGON I ' " "' I
<br />BLOCK 6 THROUGH MONUMENT A PER YEW PARK ANNEX"'.
<br />(5) MCSR 28574 STIPULATE FINAL JU M 1O 9 8 7 6
<br />D DGE ENT 6.00 LOT LOT LOT LOT LOT THE EAST LINE OF SAID BLOCK 6 WAS RESOLVED BY HOLDING PARALLEL WITH AND 293.00 FEET EAST OF THE
<br />(6) MCSR 32929 NO. 86-C-11882 [6.00'(D1)] 1
<br />(7) MCSR 35774 (D2) REEL 4467, PAGE 207 WEST LINE OF SAID BLOCK 6 PER "YEW PARK ANNEX".
<br />(8) MCSR 37233 t
<br />o N89'48'20"W 293.00 _ - i
<br />(9) YEW PARK ANNEX M
<br />WALLER STREET � , S88'10'18 W 923.36 -[WEST 923.36 (D1 }]
<br />VOLUME 02
<br />EE SE
<br />PAGE 74, B.O.T.P.
<br />a M S00'56'09"W 60.00'
<br />F . S89'48'20"E 494.50'
<br />O 172.50'
<br />LEGEND [172.50'C(3)]
<br />0 FOUND MONUMENT AS NOTED
<br />WITHIN 0.2' OF SURFACE,
<br />UNLESS OTHERWISE NOTED
<br />O SET 5/8"x30" IR W/YPC MARKED
<br />"HOWELL LS 91569"
<br />[DATA(#)] RECORD DATA AND REFERENCE
<br />C(#) CALCULATED DATA AND REFERENCE
<br />RM RECORD & MEASURED 8
<br />BLOCK RK
<br />IP IRON PIPE YEW PA 9 3
<br />IR IRON ROD V.01, P•9
<br />O'
<br />W/YPC WITH YELLOW PLASTIC CAP B•'T
<br />MCSR MARION COUNTY SURVEY RECORDS
<br />B. 0. T. P. BOOK OF TOWN PLATS
<br />SF SQUARE FEET
<br />® MONUMENT REFERENCE
<br />RECEIVED 04/26/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />06/10/2021.
<br />MCSR 39420
<br />t�
<br />0
<br />0
<br />0
<br />cn
<br />I-- I
<br />W
<br />W 0
<br />a)
<br />N
<br />M
<br />30' ( 30'
<br />60.00 100.00'
<br />[RM(4)] [RM(6)]
<br />LOT LST 2
<br />VV
<br />YE 2
<br />V•0 '
<br />LOT 10 I LST 9
<br />I
<br />N 89'58' S9"E 30.00'
<br />[30.00'(8)]
<br />t. 1
<br />LOT 3
<br />LOT 4
<br />.132.00' NARRATIVE CONTINUED
<br />[132'C(9)] THE CENTERLINE OF THE 16.00 FOOT WIDE ALLEY THROUGH SAID BLOCK 6 WAS RESOLVED BY HOLDING A LINE
<br />THROUGH THE MIDPOINTS OF THE EAST AND WEST LINES OF SAID BLOCK 6. THE NORTH AND SOUTH LINES OF SAID
<br />ALLEY WERE HELD AS BEING PARALLEL WITH AND 8.00 FEET NORTH AND SOUTH OF SAID CENTERLINE.
<br />BLOC ANNEX .
<br />PARK O.T-P-
<br />P.
<br />T. P
<br />P•74' I
<br />LOT 8
<br />Lo
<br />LOT 5
<br />LOTS 1 THRU 10 WERE THEN RESOLVED BY HOLDING PLAT DIMENSIONS FROM EAST TO WEST WITHIN SAID BLOCK 6.
<br />THE NORTH TO SOUTH DIMENSIONS OF SAID LOTS WERE HELD BETWEEN THE ALLEY AND THE NORTH AND SOUTH
<br />LINES OF SAID BLOCK 6.
<br />THE "B" CENTERLINE WAS RESOLVED BY HOLDING RECORD GEOMETRY PER (D1) FROM MONUMENT 'B'. SAID "B"
<br />CENTERLINE, ALONG WITH MONUMENTS 'A' AND 'B', ARE SHOWN ON SURVEY NUMBER 1691 (MONUMENTS 'A' AND 'B'
<br />ARE POINT NUMBERS 307 AND 169 ON SAID SURVEY) WITH AN OREGON STATE PLANE NORTH ZONE COORDINATE
<br />BASE. THE COORDINATES FOR SAID POINT NUMBERS 307 AND 169, AS NOTED ON SAID SURVEY NUMBER 1691,
<br />WERE HELD TO ESTABLISH A CALCULATED RECORD BEARING BETWEEN SAID POINTS. THE "B" CENTERLINE, ALONG
<br />WITH THE CALCULATED RECORD BEARING BETWEEN POINT NUMBERS 307 AND 169 WERE THEN ROTATED TO
<br />MONUMENTS 'A' AND 'B' TO RESOLVE THE "B" CENTERLINE LOCATION.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2021
<br />G IR
<br />5/8"
<br />(4)
<br />"BEI
<br />SE
<br />DLC 44 DLC
<br />H IR
<br />5/8"
<br />W/YPC
<br />LS 1132" (6)
<br />I IP
<br />1/2"
<br />(5)
<br />45 S26
<br />J IP 1/2 9$ ,
<br />BEARS N21'03'38"E,
<br />S� 1991 0�
<br />0.99'
<br />FROM
<br />CORNER
<br />(2)
<br />R V E
<br />K IP
<br />1/2 ts, ,
<br />DOWN
<br />0.3'(10)
<br />L IP
<br />1/2",
<br />DOWN
<br />0.3' (10)
<br />0 30.00' o BASIS OF ��BEARINGS�%
<br />�J , N88 46 03 E 692.390- - - - - -
<br />_ 50.00 - 83.00 �. _ - - O
<br />S89'48'20"E 419. 5' " - [S89'24'15"E 692.39'C(1)] B t
<br />1 8 .� � S89 48 20 �'
<br />E 293.00 0 NARRATIVE
<br />o cn N01 031'00"E 64.75' 1 1 LLP THE PURPOSE OF THIS SURVEY IS TO RESOLVE AND MONUMENT THE OUTER BOUNDARIES OF A PORTION OF LOT
<br />o [NO3*20'42"E 64.75'(D1)] t LOT LOT 3 LOT 4 LOT 5 1, ALL OF LOTS 2 AND 3, A PORTION OF LOT 6 AND ALL OF LOTS 7 AND 8, ALL IN BLOCK 6 OF "YEW PARK
<br />I ,';; ANNEX", RECORDED IN VOLUME 02, PAGE 74, MARION COUNTY BOOK OF TOWN PLATS. I
<br />1 2
<br />0 "B" CENTERLINE , LOT MAPP WEDNER FOR MY BASIS OF BEARINGS I HELD THE OREGON COORDINATE REFERENCE A
<br />�/? ( 6.40 �,�,C REEL 3147 I S LEM ZONE",
<br />oBLOCK RK PER (D1) [6.00'(D1)] PAGE 225 pQ NAD83(2011), EPOCH 2010.00, ESTABLISHED BY A TRIMBLE R12i GLASS RECEIVER UTILIZING THE OREGON 0000.
<br />o �- x PA O,T•p o ( O REAL --TIME GLASS NETWORK BETWEEN MONUMENTS 'A' AND 'B'. N
<br />0 YE 93, B o, co w M
<br />z V O1 P MAPP LLC �j 6 X -� TO RESOLVE LOTS 1 THRU 10 OF SAID BLOCK 6, THE OUTER BOUNDARIES 4F SAID BLOCK WERE RESOLVED AS I �
<br />r N OC� NE o; Q
<br />B L Art P• rn FOLLOWS. D
<br />i _ PARK B O'T. N o
<br />C � c° 3 z YEW p.7 4 , w V THE SOUTH LINE OF SAID BLOCK 6 WAS RESOLVED BY HOLDING PARALLEL WITH AND 60.00 FEET NORTH OF THE
<br />o Lo V •0 2' o - NORTH LINE OF BLOCK 7 OF SAID "YEW PARK ANNEX". THE NORTH LINE OF SAID BLOCK 7 WAS RESOLVED BY o0
<br />c� oN0 00
<br />� U HOLDING A LINE THROUGH MONUMENTS 'E', 'F', 'G' AND 'H' PER SURVEY NUMBERS 23709, 28106 AND 32929.
<br />0 I 00 SEE SHEET 2 SURVEY/DEED REFERENCES o 0
<br />NOTE: ALL REFERENCES ARE FROM o 0 w N FOR BLOCK 6 DETAIL o 0- I
<br />z I "t w o Z THE WEST LINE OF SAID BLOCK 6 WASRESOLVED BY HOLDING PARALLEL WITH AND 30.00 FEET EAST OF THE W
<br />MARION COUNTY RECORDS , co O CENTERLINE OF 13TH STREET SE PER YEW PARK ANNEX . THE CENTERLINE OF 13TH STREET SE WAS RESOLVED N
<br />PETROCARD Z BY HOLDING 30.00 FEET WEST OF MONUMENT 'C' PER SURVEY NUMBER 37233 AND 30.00 FEET EAST OF
<br />(1) MCSR 1691 (10) RESUBDIVISION OF BLOCK 1 o SYS EMS, INC. D rn
<br />(2) MCSR 11080 YEW PARK ANNEX z i� REEL 2740, j MONUMENT D PER SURVEY NUMBER 35774.
<br />(3) MCSR 23709 VOLUME 13, PAGE 32, B. 0. T. P. z PAGE 114 MAPP LLC
<br />1
<br />THE NORTH LINE OF SAID BLOCK 6 WAS RESOLVED BY HOLDING PARALLEL WITH THE SOUTH LINE OF SAID cn
<br />(4) MCSR 28106 (D1) CIRCUIT COURT OF OREGON I ' " "' I
<br />BLOCK 6 THROUGH MONUMENT A PER YEW PARK ANNEX"'.
<br />(5) MCSR 28574 STIPULATE FINAL JU M 1O 9 8 7 6
<br />D DGE ENT 6.00 LOT LOT LOT LOT LOT THE EAST LINE OF SAID BLOCK 6 WAS RESOLVED BY HOLDING PARALLEL WITH AND 293.00 FEET EAST OF THE
<br />(6) MCSR 32929 NO. 86-C-11882 [6.00'(D1)] 1
<br />(7) MCSR 35774 (D2) REEL 4467, PAGE 207 WEST LINE OF SAID BLOCK 6 PER "YEW PARK ANNEX".
<br />(8) MCSR 37233 t
<br />o N89'48'20"W 293.00 _ - i
<br />(9) YEW PARK ANNEX M
<br />WALLER STREET � , S88'10'18 W 923.36 -[WEST 923.36 (D1 }]
<br />VOLUME 02
<br />EE SE
<br />PAGE 74, B.O.T.P.
<br />a M S00'56'09"W 60.00'
<br />F . S89'48'20"E 494.50'
<br />O 172.50'
<br />LEGEND [172.50'C(3)]
<br />0 FOUND MONUMENT AS NOTED
<br />WITHIN 0.2' OF SURFACE,
<br />UNLESS OTHERWISE NOTED
<br />O SET 5/8"x30" IR W/YPC MARKED
<br />"HOWELL LS 91569"
<br />[DATA(#)] RECORD DATA AND REFERENCE
<br />C(#) CALCULATED DATA AND REFERENCE
<br />RM RECORD & MEASURED 8
<br />BLOCK RK
<br />IP IRON PIPE YEW PA 9 3
<br />IR IRON ROD V.01, P•9
<br />O'
<br />W/YPC WITH YELLOW PLASTIC CAP B•'T
<br />MCSR MARION COUNTY SURVEY RECORDS
<br />B. 0. T. P. BOOK OF TOWN PLATS
<br />SF SQUARE FEET
<br />® MONUMENT REFERENCE
<br />RECEIVED 04/26/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />06/10/2021.
<br />MCSR 39420
<br />t�
<br />0
<br />0
<br />0
<br />cn
<br />I-- I
<br />W
<br />W 0
<br />a)
<br />N
<br />M
<br />30' ( 30'
<br />60.00 100.00'
<br />[RM(4)] [RM(6)]
<br />LOT LST 2
<br />VV
<br />YE 2
<br />V•0 '
<br />LOT 10 I LST 9
<br />I
<br />N 89'58' S9"E 30.00'
<br />[30.00'(8)]
<br />t. 1
<br />LOT 3
<br />LOT 4
<br />.132.00' NARRATIVE CONTINUED
<br />[132'C(9)] THE CENTERLINE OF THE 16.00 FOOT WIDE ALLEY THROUGH SAID BLOCK 6 WAS RESOLVED BY HOLDING A LINE
<br />THROUGH THE MIDPOINTS OF THE EAST AND WEST LINES OF SAID BLOCK 6. THE NORTH AND SOUTH LINES OF SAID
<br />ALLEY WERE HELD AS BEING PARALLEL WITH AND 8.00 FEET NORTH AND SOUTH OF SAID CENTERLINE.
<br />BLOC ANNEX .
<br />PARK O.T-P-
<br />P.
<br />T. P
<br />P•74' I
<br />LOT 8
<br />Lo
<br />LOT 5
<br />LOTS 1 THRU 10 WERE THEN RESOLVED BY HOLDING PLAT DIMENSIONS FROM EAST TO WEST WITHIN SAID BLOCK 6.
<br />THE NORTH TO SOUTH DIMENSIONS OF SAID LOTS WERE HELD BETWEEN THE ALLEY AND THE NORTH AND SOUTH
<br />LINES OF SAID BLOCK 6.
<br />THE "B" CENTERLINE WAS RESOLVED BY HOLDING RECORD GEOMETRY PER (D1) FROM MONUMENT 'B'. SAID "B"
<br />CENTERLINE, ALONG WITH MONUMENTS 'A' AND 'B', ARE SHOWN ON SURVEY NUMBER 1691 (MONUMENTS 'A' AND 'B'
<br />ARE POINT NUMBERS 307 AND 169 ON SAID SURVEY) WITH AN OREGON STATE PLANE NORTH ZONE COORDINATE
<br />BASE. THE COORDINATES FOR SAID POINT NUMBERS 307 AND 169, AS NOTED ON SAID SURVEY NUMBER 1691,
<br />WERE HELD TO ESTABLISH A CALCULATED RECORD BEARING BETWEEN SAID POINTS. THE "B" CENTERLINE, ALONG
<br />WITH THE CALCULATED RECORD BEARING BETWEEN POINT NUMBERS 307 AND 169 WERE THEN ROTATED TO
<br />MONUMENTS 'A' AND 'B' TO RESOLVE THE "B" CENTERLINE LOCATION.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2021
<br />
|