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MONUMENT 115 DETAIL
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<br />RECORD OF
<br />115 BASIS OF BEARING
<br />-N 171224.02 (N89011'00"E 2663.40')12
<br />E 241697.37 N89035'15"E 2663.24'
<br />' E SAN I IAM S I _ MH J-1 (6U')
<br />6 2.59' (622.80') 7
<br />(40') ,r129.46' {130.00'} 3w`120.09' (118.20') 3 rrl
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<br />SURVEY -PROPERTY LINE ADJUSTMENT
<br />FOR DENNIS SILBERNAGEL
<br />IN THE SW 1/4 SEC. 11, T. 9 S., R. 1 W., W.M.
<br />CITY OF STAYTON, MARION COUNTY, OREGON
<br />1383.36' (1383.50713
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<br />501.21' (501.85') 6
<br />JEFFERSON ST (60')
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<br />858.82' (859.20') 7
<br />233.37' (233.40')14
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<br />1128.77' (1129.29')10
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<br />[4.51'] 7 _ 1227.88' (1227.81')10
<br />0
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<br />N89043'13"E 2361.39'
<br />(N89057'06"E 2361.29') 9
<br />- - - - - - - - - - - - - - - - - -
<br />1383.26' (1383.50')12
<br />504.12' ` I 858.82' (859.20') 7
<br />(504.60) D2 I NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT PROPERTY LINE
<br />-I - --� ADJUSTMENTS RECORDED IN REEL 4440, PAGE 416, AND REEL 4440,
<br />121.33
<br />PAGE 417, MARION COUNTY DEED RECORDS, OF TRACTS OF LAND
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<br />RECEIVED 01/11/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/29/2021.
<br />MCSR 39351
<br />3.15'
<br />I lmu,j- ki I /.0a) O
<br />3.34 k3.L /-) /
<br />L -+-,J I J i
<br />ORIGINALLY DESCRIBED IN REEL 1180, PAGE 015, REEL 1483, PAGE 450,
<br />1-- AND REEL 1956, PAGE 157, MARION COUNTY IDEED RECORDS. THE BASIS
<br />OF BEARING IS GRID, OREGON COORDINATE REFERENCE SYSTEM, SALEM
<br />ZONE NAD83(2011), EPOCH 2010.00 BETWEEN MONUMENTS 115 AND 114.
<br />1 HELD MONUMENTS 115 AND 114 AS THE NORTH RIGHT OF WAY OF EAST
<br />SANTIAM STREET AND OFFSET THAT LINE RECORD DISTANCE SOUTH FOR
<br />THE SOUTH RIGHT OF WAY.
<br />I HELD MONUMENTS 115 AND 116 FOR THE OFFSET CENTERLINE OF 10TH
<br />AVENUE PER MCSR 27405. 1 USED THAT BEARING FOR THE
<br />NORTH -SOUTH LINES OF THE SUBJECT TRACTS PER MCSR 28318 AND
<br />MCSR 27216.
<br />CN
<br />a, I HELD MONUMENTS 100,126, 106, AND 121 AS THE NORTH RIGHT OF WAY
<br />M M OF JEFFERSON STREET. MONUMENT 116 IS 0.70' SOUTH OF THE SOUTH
<br />3 RIGHT OF WAY OF JEFFERSON STREET, AND IS NOT THE ORIGINAL
<br />N N MONUMENT ON THAT LINE PER MCSR 17704. MCSR 27216 AND 27405
<br />0 CIO
<br />E- BOTH USED THAT MONUMENT AND MONUMENT 103 FOR THE NORTH RIGHT
<br />0 o OF WAY OF JEFFERSON, SO I FOUND THEIR MONUMENTS OFF OF THE
<br />z Z RIGHT OF WAY. MCSR 31669 FOUND THE PROPER NORTH RIGHT OF WAY,
<br />AND JEFFERSON PLACE SUBDIVISION FOLLOWED THAT SURVEY.
<br />I RECOVERED THE BOUNDARY OF REEL 1180, PAGE 015 PRIMARILY BY
<br />RETRACING MCSR 28318. 1 HELD THE EAST LINE OF REEL 1483, PAGE 450
<br />AS THE WEST LINE OF THE VILLAGIO PLAT. AT THE NORTHEAST CORNER
<br />OF REEL 1180, PAGE 015, 1 HELD MONUMENTS 128 AND 129 PER THE
<br />VILLAGGIO PLAT. OTHERWISE, I HELD RECORD NORTH -SOUTH BEARING
<br />FROM MONUMENTS 111,119, AND 129.
<br />1 RETRACED THE BOUNDARY OF REEL 1956, PAGE 157 USING DEED
<br />INFORMATION. FOR THE OVERALL WEST LINE, I HELD DEED DISTANCE
<br />WEST FROM THE NORTHWEST CORNER OF REEL 1483, PAGE 450 AND THE
<br />SOUTHWEST CORNER OF REEL 1180, PAGE 015. A PLANTING OF
<br />ARBORVITAE FALLS ON LINE. I RETRACED THE NORTH LINE AS BETWEEN
<br />THE MIDPOINT OF THE OVERALL WEST LINE AND MONUMENT 119.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />r 0F2EG0N
<br />JULY 14, 2020
<br />LEO LITOWICH
<br />91070
<br />RENEWS: 12-31-2(
<br />MCSR 39351
<br />714
<br />rN 171243.19
<br />E 244360.55
<br />MONUMENT 114 DETAIL
<br />S P R S O L
<br />00000 T9S R1 W
<br />CENTER
<br />0
<br />SEC. 11
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<br />=�, 161.68' (161.95-113
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<br />ALL MONUMENTS FOUND FLUSH WITH
<br />GROUND UNLESS OTHERWISE NOTED
<br />MONUMENT TABLE
<br />100 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1195" PER MCSR 31492, 0.21' EAST
<br />ON LINE
<br />102 5/8" IRON ROD PER MCSR 27216, BENT
<br />103 3/4" IRON PIPE FIRST TIED IN MCSR 21993, 0.60' SOUTH
<br />OF LINE
<br />105 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1196" PER MCSR 31669, 0.19' SOUTH
<br />OF LINE
<br />106 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED
<br />I MULTI/TECH ENG." PER JEFFERSON PLACE
<br />110 5/8" IRON ROD PER MCSR 27405
<br />1115/8" IRON ROD TIED IN MCSR 28318
<br />1121/2" IRON PIPE PER MCSR 12922
<br />113 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"ANDREWS RLS 1626" PER P.P. 97-122
<br />114 21/2" BRASS CAP PER MCSR 4409F036, SEE CAP DETAIL
<br />115 3" BRONZE CAP PER MCSR 38187, SEE CAP DETAIL
<br />116 3/4" IRON PIPE FIRST TIED IN MCSR 17704
<br />117 5/8" IRON ROD PER MCSR 27216,0.39- SOUTH OF LINE
<br />118 5/8" IRON ROD PER MCSR 28318, UP 03, 0.26' WEST OF
<br />TRUE CORNER (0.40') 8
<br />119 5/8" IRON ROD PER MCSR 28318, UP 0.3'
<br />120 5/8" IRON ROD PER MCSR 28318
<br />1215/8" IRON ROD WITH ALUMINUM CAP SCRIBED
<br />"MULTI/TECH ENG." PER JEFFERSON PLACE
<br />122 5/8" IRON ROD PER MCSR 27405
<br />123 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1195" PER MCSR 31669,1/2" IRON
<br />PIPE BEARS N15052'44"W 2.04' {N16°04'25"W 1.84'110
<br />1251/2" IRON PIPE PER MCSR 12922, 0.57' NORTH OF LINE
<br />126 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1196" PER MCSR 31669. 3/4" IRON
<br />PIPE BEARS SOUTH 01017'48" EAST 2.68' (2.78 -
<br />SOUTHERLY) 10
<br />2.78'SOUTHERLY)10
<br />1271" IRON PIPE FIRST TIED IN MCSR 5236
<br />128 5/8" IRON ROD PER MCSR 28318
<br />129 5/8" IRON ROD PER MCSR 27405, DOWN 0.5'
<br />BY:
<br />MULTI/TECH ENGINEERING SERVICES, INC.
<br />115513TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />SHEET 1 OF 1
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />REFIlRENCE SURVEYS
<br />BOTP = BOOK OF TOWN PLATS
<br />1. MCSR 4409FO36
<br />12. PARTITION PLAT
<br />P.P.
<br />= PARTITION PLAT
<br />2. MCSR 5236
<br />97-122
<br />P.
<br />=PAGE
<br />3. MCSR 12922
<br />13. JEFFERSON PLACE
<br />E_ M
<br />V.
<br />= VOLUME
<br />4. MCSR 17704
<br />V. 46, P. 11, BOTP
<br />I:'- c6
<br />0
<br />R.
<br />=REEL
<br />5. MCSR 21993
<br />14. VILLAGGIO
<br />3:3
<br />M3:
<br />[ ]
<br />= RECORD AND MEASURED DATA PER
<br />6. MCSR 27216
<br />CONDOMINIUM, V. 46,
<br />SURVEY OR DEED NOTED
<br />7. MCSR 27405
<br />P. 89, BOTP
<br />CD
<br />CV N
<br />()
<br />= RECORD DATA PER SURVEY OR DEED NOTED
<br />8 MCSR 28318
<br />00 °Mo
<br />{ }
<br />= CALCULATED RECORD DATA PER SURVEY
<br />9 MCSR 31492
<br />REFERENCE DEEDS
<br />z o
<br />OR DEED NOTED
<br />10. MCSR 31669
<br />Dl R. 1180, P. 015, MCDR
<br />z
<br />•
<br />= FOUND MONUMENT, SEE TABLE
<br />11. MCSR 38187
<br />D2 R. 1956, P. 157, MCDR
<br />X
<br />= CALCULATED POINT
<br />0
<br />O
<br />= SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />SCRIBED "MULTI/TECH ENG." FLUSH WITH GROUND
<br />J
<br />b(103.83')10
<br />CD
<br />h
<br />-`� 103.96' �O 193.38'
<br />{193.41'} 13 1- b_/4.40'{674.47'} 13
<br />[4.51'] 7 _ 1227.88' (1227.81')10
<br />0
<br />M
<br />N89043'13"E 2361.39'
<br />(N89057'06"E 2361.29') 9
<br />- - - - - - - - - - - - - - - - - -
<br />1383.26' (1383.50')12
<br />504.12' ` I 858.82' (859.20') 7
<br />(504.60) D2 I NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT PROPERTY LINE
<br />-I - --� ADJUSTMENTS RECORDED IN REEL 4440, PAGE 416, AND REEL 4440,
<br />121.33
<br />PAGE 417, MARION COUNTY DEED RECORDS, OF TRACTS OF LAND
<br />� .� � �
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<br />RECEIVED 01/11/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/29/2021.
<br />MCSR 39351
<br />3.15'
<br />I lmu,j- ki I /.0a) O
<br />3.34 k3.L /-) /
<br />L -+-,J I J i
<br />ORIGINALLY DESCRIBED IN REEL 1180, PAGE 015, REEL 1483, PAGE 450,
<br />1-- AND REEL 1956, PAGE 157, MARION COUNTY IDEED RECORDS. THE BASIS
<br />OF BEARING IS GRID, OREGON COORDINATE REFERENCE SYSTEM, SALEM
<br />ZONE NAD83(2011), EPOCH 2010.00 BETWEEN MONUMENTS 115 AND 114.
<br />1 HELD MONUMENTS 115 AND 114 AS THE NORTH RIGHT OF WAY OF EAST
<br />SANTIAM STREET AND OFFSET THAT LINE RECORD DISTANCE SOUTH FOR
<br />THE SOUTH RIGHT OF WAY.
<br />I HELD MONUMENTS 115 AND 116 FOR THE OFFSET CENTERLINE OF 10TH
<br />AVENUE PER MCSR 27405. 1 USED THAT BEARING FOR THE
<br />NORTH -SOUTH LINES OF THE SUBJECT TRACTS PER MCSR 28318 AND
<br />MCSR 27216.
<br />CN
<br />a, I HELD MONUMENTS 100,126, 106, AND 121 AS THE NORTH RIGHT OF WAY
<br />M M OF JEFFERSON STREET. MONUMENT 116 IS 0.70' SOUTH OF THE SOUTH
<br />3 RIGHT OF WAY OF JEFFERSON STREET, AND IS NOT THE ORIGINAL
<br />N N MONUMENT ON THAT LINE PER MCSR 17704. MCSR 27216 AND 27405
<br />0 CIO
<br />E- BOTH USED THAT MONUMENT AND MONUMENT 103 FOR THE NORTH RIGHT
<br />0 o OF WAY OF JEFFERSON, SO I FOUND THEIR MONUMENTS OFF OF THE
<br />z Z RIGHT OF WAY. MCSR 31669 FOUND THE PROPER NORTH RIGHT OF WAY,
<br />AND JEFFERSON PLACE SUBDIVISION FOLLOWED THAT SURVEY.
<br />I RECOVERED THE BOUNDARY OF REEL 1180, PAGE 015 PRIMARILY BY
<br />RETRACING MCSR 28318. 1 HELD THE EAST LINE OF REEL 1483, PAGE 450
<br />AS THE WEST LINE OF THE VILLAGIO PLAT. AT THE NORTHEAST CORNER
<br />OF REEL 1180, PAGE 015, 1 HELD MONUMENTS 128 AND 129 PER THE
<br />VILLAGGIO PLAT. OTHERWISE, I HELD RECORD NORTH -SOUTH BEARING
<br />FROM MONUMENTS 111,119, AND 129.
<br />1 RETRACED THE BOUNDARY OF REEL 1956, PAGE 157 USING DEED
<br />INFORMATION. FOR THE OVERALL WEST LINE, I HELD DEED DISTANCE
<br />WEST FROM THE NORTHWEST CORNER OF REEL 1483, PAGE 450 AND THE
<br />SOUTHWEST CORNER OF REEL 1180, PAGE 015. A PLANTING OF
<br />ARBORVITAE FALLS ON LINE. I RETRACED THE NORTH LINE AS BETWEEN
<br />THE MIDPOINT OF THE OVERALL WEST LINE AND MONUMENT 119.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />r 0F2EG0N
<br />JULY 14, 2020
<br />LEO LITOWICH
<br />91070
<br />RENEWS: 12-31-2(
<br />MCSR 39351
<br />714
<br />rN 171243.19
<br />E 244360.55
<br />MONUMENT 114 DETAIL
<br />S P R S O L
<br />00000 T9S R1 W
<br />CENTER
<br />0
<br />SEC. 11
<br />UN�i
<br />U
<br />0
<br />0
<br />rr
<br />=�, 161.68' (161.95-113
<br />0
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<br />ALL MONUMENTS FOUND FLUSH WITH
<br />GROUND UNLESS OTHERWISE NOTED
<br />MONUMENT TABLE
<br />100 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1195" PER MCSR 31492, 0.21' EAST
<br />ON LINE
<br />102 5/8" IRON ROD PER MCSR 27216, BENT
<br />103 3/4" IRON PIPE FIRST TIED IN MCSR 21993, 0.60' SOUTH
<br />OF LINE
<br />105 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1196" PER MCSR 31669, 0.19' SOUTH
<br />OF LINE
<br />106 5/8" IRON ROD WITH ALUMINUM CAP SCRIBED
<br />I MULTI/TECH ENG." PER JEFFERSON PLACE
<br />110 5/8" IRON ROD PER MCSR 27405
<br />1115/8" IRON ROD TIED IN MCSR 28318
<br />1121/2" IRON PIPE PER MCSR 12922
<br />113 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"ANDREWS RLS 1626" PER P.P. 97-122
<br />114 21/2" BRASS CAP PER MCSR 4409F036, SEE CAP DETAIL
<br />115 3" BRONZE CAP PER MCSR 38187, SEE CAP DETAIL
<br />116 3/4" IRON PIPE FIRST TIED IN MCSR 17704
<br />117 5/8" IRON ROD PER MCSR 27216,0.39- SOUTH OF LINE
<br />118 5/8" IRON ROD PER MCSR 28318, UP 03, 0.26' WEST OF
<br />TRUE CORNER (0.40') 8
<br />119 5/8" IRON ROD PER MCSR 28318, UP 0.3'
<br />120 5/8" IRON ROD PER MCSR 28318
<br />1215/8" IRON ROD WITH ALUMINUM CAP SCRIBED
<br />"MULTI/TECH ENG." PER JEFFERSON PLACE
<br />122 5/8" IRON ROD PER MCSR 27405
<br />123 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1195" PER MCSR 31669,1/2" IRON
<br />PIPE BEARS N15052'44"W 2.04' {N16°04'25"W 1.84'110
<br />1251/2" IRON PIPE PER MCSR 12922, 0.57' NORTH OF LINE
<br />126 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"R.P. GORMAN LSO 1196" PER MCSR 31669. 3/4" IRON
<br />PIPE BEARS SOUTH 01017'48" EAST 2.68' (2.78 -
<br />SOUTHERLY) 10
<br />2.78'SOUTHERLY)10
<br />1271" IRON PIPE FIRST TIED IN MCSR 5236
<br />128 5/8" IRON ROD PER MCSR 28318
<br />129 5/8" IRON ROD PER MCSR 27405, DOWN 0.5'
<br />BY:
<br />MULTI/TECH ENGINEERING SERVICES, INC.
<br />115513TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />SHEET 1 OF 1
<br />
|