|
NARRA TIVE
<br />The purpose of this survey was to locate the corners of that property
<br />described in Reel 3828, Page 233, Marion County deed records, as better
<br />described as Lots 4 and 5 save and except a portion of Lot 5, Block 3,
<br />Riverview Park Terraces. The basis of bearings for this survey is between
<br />found monuments "A" and "C" as shown on Marion County Survey 33901.
<br />Found monuments "A" and "K" were held for the North line of Lots 5 and
<br />6 and said monuments were used to prorate the northeast corner of Lot 6.
<br />The northwest corner was set at the deed distance of 40' easterly from the
<br />northeast corner of Lot 6. Found monuments "C" and "E" were held for the
<br />south right-of-way of Dogwood Drive and offset 30' northerly to establish
<br />the centerline and tangent entering the curve. Found monuments "F", "G"
<br />and a point 2.09' N00°4832"W from found monument "F" were held for to
<br />establish the curve on the south right-of-way of Dogwood Drive as shown
<br />on Marion county survey 39508, said curve was then offset 30' northerly to
<br />establish the centerline. Found monument 1 and a point tangent to said
<br />curve was used for the tangent leaving said curve. The two tangents were
<br />then used to calculate the beginning and end of said curve. Found
<br />monument "B" and the point of curvature were used to prorate the
<br />southeast corner of Lot 6. The deed distance of 36.5' easterly of said
<br />southeast corner was used to establish the southwest corner of the subject
<br />property. The point of tangency was used for the southeast corner of the
<br />subject property as shown on said plat.
<br />EQUIPMENT AND PROCEDURE
<br />A LEICA TS12 Electronic Total Station Survey System;
<br />CARLSON SURVEY Data Collector with supplemental
<br />hand-written field survey notes were used in this survey.
<br />R1
<br />Indicates
<br />record
<br />information
<br />RECORD CURVE TABLE
<br />MCSR 33901.
<br />R2
<br />CURVE
<br />RADIUS
<br />ARC LENGTH
<br />CHORD LENGTH
<br />CHORD BEARING
<br />DELTA ANGLE
<br />[Cl]R4
<br />record
<br />information
<br />from
<br />7.1'
<br />N87"35'W
<br />Indicates
<br />FC21
<br />FC31
<br />R41
<br />R21
<br />158.25'
<br />191.59'
<br />140.45'
<br />180.64'
<br />S58°36'W
<br />S69°09'W
<br />69"36'
<br />C3
<br />FC61
<br />R41
<br />R31
<br />158.25'
<br />188.48'
<br />35.24'
<br />180.64'
<br />35.19'
<br />S60°09'W
<br />N30°36'20"E
<br />10°42'42"
<br />C6
<br />C7
<br />R4
<br />R3
<br />188.48'
<br />60.30'
<br />35.18'
<br />60.04'
<br />S30°37'E
<br />N45°07'36"E
<br />18° 19'50"
<br />C7
<br />C8
<br />R4
<br />R3
<br />188.48'
<br />122.27'
<br />60'
<br />120.14'
<br />S45° 15'W
<br />N72°52'36"E
<br />37° 10' 10"
<br />C8
<br />R4
<br />120.00'
<br />N73°00'E
<br />C9
<br />R2
<br />11.10'
<br />S86°44'E
<br />C9
<br />R3
<br />188.48'
<br />10.11'
<br />10.11'
<br />S87°00'09"E
<br />3°04'20"
<br />C9
<br />R4
<br />10.10'
<br />N86°44'W
<br />NARRA TIVE
<br />The purpose of this survey was to locate the corners of that property
<br />described in Reel 3828, Page 233, Marion County deed records, as better
<br />described as Lots 4 and 5 save and except a portion of Lot 5, Block 3,
<br />Riverview Park Terraces. The basis of bearings for this survey is between
<br />found monuments "A" and "C" as shown on Marion County Survey 33901.
<br />Found monuments "A" and "K" were held for the North line of Lots 5 and
<br />6 and said monuments were used to prorate the northeast corner of Lot 6.
<br />The northwest corner was set at the deed distance of 40' easterly from the
<br />northeast corner of Lot 6. Found monuments "C" and "E" were held for the
<br />south right-of-way of Dogwood Drive and offset 30' northerly to establish
<br />the centerline and tangent entering the curve. Found monuments "F", "G"
<br />and a point 2.09' N00°4832"W from found monument "F" were held for to
<br />establish the curve on the south right-of-way of Dogwood Drive as shown
<br />on Marion county survey 39508, said curve was then offset 30' northerly to
<br />establish the centerline. Found monument 1 and a point tangent to said
<br />curve was used for the tangent leaving said curve. The two tangents were
<br />then used to calculate the beginning and end of said curve. Found
<br />monument "B" and the point of curvature were used to prorate the
<br />southeast corner of Lot 6. The deed distance of 36.5' easterly of said
<br />southeast corner was used to establish the southwest corner of the subject
<br />property. The point of tangency was used for the southeast corner of the
<br />subject property as shown on said plat.
<br />EQUIPMENT AND PROCEDURE
<br />A LEICA TS12 Electronic Total Station Survey System;
<br />CARLSON SURVEY Data Collector with supplemental
<br />hand-written field survey notes were used in this survey.
<br />R1
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 33901.
<br />R2
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 19031.
<br />R3
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 39508-
<br />R4
<br />Indicates
<br />record
<br />information
<br />from
<br />"RIVERVIEW PARK TERRACES",
<br />2.09' N00°4832"W [2.09' N00°48'32"W] R3 OF LINE, SET IN R2
<br />as recorded in Vol. 23, Page
<br />31,
<br />BOTP.
<br />D1
<br />Indicates
<br />record
<br />information
<br />from
<br />Reel 3828, Page 233, MCDR.
<br />MONUMENT REFERENCES
<br />�A
<br />5/8"
<br />IR,
<br />WITH MELTED YPC, SET IN R1
<br />©
<br />1" IP,
<br />0.27'
<br />SO4°50'09"E OF LINE, SET IN R2
<br />©
<br />3/4"
<br />IP,
<br />SET IN R2
<br />OD
<br />1 /2"
<br />IP,
<br />0.32' S89°58'00"W OF LINE, SET IN R2
<br />�E
<br />1/2"
<br />IP,
<br />O.U.
<br />1/2"
<br />IP,
<br />2.09' N00°4832"W [2.09' N00°48'32"W] R3 OF LINE, SET IN R2
<br />©
<br />5/8"
<br />IR,
<br />WITH YPC MARKED "AZIMUTH SURVEYING", SET IN R3
<br />u
<br />5/8"
<br />IR,
<br />WITH YPC MARKED "AZIMUTH SURVEYING", SET IN R3
<br />�I
<br />1/2"
<br />IP,
<br />UP 1.0', SET IN R4
<br />0
<br />3/4"
<br />IP
<br />WITH 5/8" IR INSIDE PIPE, IR IS UP 0.5',
<br />IP IS
<br />DOWN 0.5', 0.12' S22°25'35"W OF LINE SET IN R4
<br />5/8"
<br />IR
<br />INSIDE 3/4" IP IN CONCRETE FENCE
<br />POST, DOWN 1.2, SET IN R4
<br />CSR 39623
<br />BLOCK 3
<br />"Rl VER VlE W
<br />LOT 8
<br />PARK
<br />TERRACES" CORNER
<br />FENCE
<br />FALLS 1.0' WEST
<br />OF PROPERTY CORNER
<br />LOT 7
<br />160.26 C] R4
<br />[S86"22'W \
<br />S86' 05' 46"W 160.49'
<br />40.00' % . -� 40.25'
<br />O 1
<br />._ 80.24 � ( 40') p 1
<br />� [S86'27'29„W 80.13'] R1 I
<br />[80.13' ] R4 `
<br />Lor 5
<br />ry
<br />LOT 6 _ r-,-
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<br />2°56'50"leRNM
<br />RECU"'RD 0"F SURVEY
<br />MCSR 39623
<br />LOT 4 AND- A PORTION OF LOT 5, BLOCK THREE,
<br />RIVERVIEW PARK TERRACES, LOCATED IN THE
<br />SOUTHEAST QUARTER OF SECTION 27,
<br />TOWNSHIP 9 SOUTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN,
<br />GATES, MARION COUNTY, OREGON
<br />[WEST 61.80' C] R4
<br />N90'00'00"W 61.80'
<br />Q[S00" 12' E
<br />45.60' C] R4
<br />800' 12' 003pv
<br />' 1
<br />[S85°03'00"E 80.05' R1 I
<br />© 80.02' ] (36.5') D 1 1.0' I
<br />S 36.50' �� 36.45' �- C 1k.
<br />84'58' 17"E 1 =
<br />E
<br />45.60'
<br />0
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<br />REEL 3828,
<br />PG. 2J3,
<br />MCDR
<br />0 30 60
<br />SCALE IN FEET
<br />0
<br />M
<br />LOT 3
<br />,
<br />ry
<br />h ®O C) U
<br />40
<br />r OCory
<br />52.97 _ i
<br />N [N85°03'W 153.50'1 R4 G�
<br />,�, v POINT OF CURVATURE � G�
<br />N �- - Q? --------_ - S8_ 4'58' 17"E 150.22'
<br />N
<br />o (0 'n [N85 -0,3)W150']'] R4' "This map does not guarantee that any
<br />particular use may be made of the
<br />'-' [N85"03'W 151.60'1 R2'
<br />\ ®®G property illustrated hereon. Parties
<br />t � w®®Q QR/VE" __ should check with the City or County
<br />_ 94.46' R /w 6®� planning department to verify approved
<br />ril �- 0 54.14 8 uses."
<br />C
<br />ry (oo 0.� N8405821 111
<br />7"W 148.60'
<br />00 N � [S85°03'00"
<br />W 148.05'] RI
<br />- C9
<br />� � � [N85'03'W 148�90� DRAWING NO.: 22002 PREPARED FOR AND AT JOB N0. 22_00`
<br />� � w Q [885°09'41 " R2 DATE• APRIL 18, 2022 THE REQUEST OF SCALE
<br />� E 148.28'] R3 �_ .�. - CHEgCKED BY: TEP
<br />148.10 WN BY: CMH
<br />I R4 REGISTERED N - CALEB
<br />°
<br />� N CO
<br />.. � © PROFESSIONAL '4)
<br />LIABILITY FOR THIS SURVEY IS GENERAL LEGEN®.
<br />0 o 00 o LAND SURVEYOR N EXPRESSLY LIMITED TO SAID IR=IRON ROD
<br />o 0 z NOTES PERSON OR PERSONS. IP=IRON PIPE
<br />� u �erect flush in good ` / o LOCATION: YPC=YELLOW PLAS1
<br />1. All monuments found , g CAP
<br />�p condition and useable unless otherwise noted. REGON � C -CALCULATED
<br />2. MCSR - Marion County Survey Records SAN io, Zoos SE 1/4 OF SEC. 27
<br />3. MCDR - Marion County Deed Records TROY E. PETERSEN � _ ()=DEED RECORD
<br />61408 CLAND MARKERS n T.9S., R.3E., W.M. [ ]-SURVEY RECOF
<br />4. PG - Page MARION COUNTY, OREGON -
<br />5. R/W -Right-of-way EXPIRES: 12 31 22 MONUMENT FOUNI
<br />6. BOTP -Book of Town Plats SURVEYING
<br />O 5/8"X30" IR SEl
<br />7. O.U. -Origin Unknown 468 HUDSON AVE NE WITH YPC MARKE
<br />CURVE TABLE
<br />CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
<br />C1 128.25' 7.87' 7.86' N86°43'42"W 3°30'50"
<br />C2 128.25' 148.84 140.63' S58° 15'59"W 66°29'47"
<br />C3 158.25' 193.37' 181.56' S60°01'24"W 70°00'37"
<br />C4 188.25' 228.9 1 ' 215.06' N59'51 '07"E 69°40' 1 1 "
<br />C5 128.25' 156.71' 147.14' S60°01 '24"W 70°00'37"
<br />' 36.52' S30°35'00"W 1 1°07'57
<br />C6 188.25' 36.58 "
<br />C7 188.25' 60.31' 60.05' N45° 19'39"E 18°21 '20"
<br />C8 188.25' 122.34' 120.20' N73°07'21 "E 37° 14'04"
<br />C9 188.25' 9.68' 9.68' N86°47'12 "W
<br />u
<br />RECU"'RD 0"F SURVEY
<br />MCSR 39623
<br />LOT 4 AND- A PORTION OF LOT 5, BLOCK THREE,
<br />RIVERVIEW PARK TERRACES, LOCATED IN THE
<br />SOUTHEAST QUARTER OF SECTION 27,
<br />TOWNSHIP 9 SOUTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN,
<br />GATES, MARION COUNTY, OREGON
<br />[WEST 61.80' C] R4
<br />N90'00'00"W 61.80'
<br />Q[S00" 12' E
<br />45.60' C] R4
<br />800' 12' 003pv
<br />' 1
<br />[S85°03'00"E 80.05' R1 I
<br />© 80.02' ] (36.5') D 1 1.0' I
<br />S 36.50' �� 36.45' �- C 1k.
<br />84'58' 17"E 1 =
<br />E
<br />45.60'
<br />0
<br />ss�o so L 0 T
<br />SO � �l1i
<br />0 ,i
<br />7
<br />X3,6
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<br />I
<br />REEL 3828,
<br />PG. 2J3,
<br />MCDR
<br />0 30 60
<br />SCALE IN FEET
<br />0
<br />M
<br />LOT 3
<br />,
<br />ry
<br />h ®O C) U
<br />40
<br />r OCory
<br />52.97 _ i
<br />N [N85°03'W 153.50'1 R4 G�
<br />,�, v POINT OF CURVATURE � G�
<br />N �- - Q? --------_ - S8_ 4'58' 17"E 150.22'
<br />N
<br />o (0 'n [N85 -0,3)W150']'] R4' "This map does not guarantee that any
<br />particular use may be made of the
<br />'-' [N85"03'W 151.60'1 R2'
<br />\ ®®G property illustrated hereon. Parties
<br />t � w®®Q QR/VE" __ should check with the City or County
<br />_ 94.46' R /w 6®� planning department to verify approved
<br />ril �- 0 54.14 8 uses."
<br />C
<br />ry (oo 0.� N8405821 111
<br />7"W 148.60'
<br />00 N � [S85°03'00"
<br />W 148.05'] RI
<br />- C9
<br />� � � [N85'03'W 148�90� DRAWING NO.: 22002 PREPARED FOR AND AT JOB N0. 22_00`
<br />� � w Q [885°09'41 " R2 DATE• APRIL 18, 2022 THE REQUEST OF SCALE
<br />� E 148.28'] R3 �_ .�. - CHEgCKED BY: TEP
<br />148.10 WN BY: CMH
<br />I R4 REGISTERED N - CALEB
<br />°
<br />� N CO
<br />.. � © PROFESSIONAL '4)
<br />LIABILITY FOR THIS SURVEY IS GENERAL LEGEN®.
<br />0 o 00 o LAND SURVEYOR N EXPRESSLY LIMITED TO SAID IR=IRON ROD
<br />o 0 z NOTES PERSON OR PERSONS. IP=IRON PIPE
<br />� u �erect flush in good ` / o LOCATION: YPC=YELLOW PLAS1
<br />1. All monuments found , g CAP
<br />�p condition and useable unless otherwise noted. REGON � C -CALCULATED
<br />2. MCSR - Marion County Survey Records SAN io, Zoos SE 1/4 OF SEC. 27
<br />3. MCDR - Marion County Deed Records TROY E. PETERSEN � _ ()=DEED RECORD
<br />61408 CLAND MARKERS n T.9S., R.3E., W.M. [ ]-SURVEY RECOF
<br />4. PG - Page MARION COUNTY, OREGON -
<br />5. R/W -Right-of-way EXPIRES: 12 31 22 MONUMENT FOUNI
<br />6. BOTP -Book of Town Plats SURVEYING
<br />O 5/8"X30" IR SEl
<br />7. O.U. -Origin Unknown 468 HUDSON AVE NE WITH YPC MARKE
<br />CURVE TABLE
<br />CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
<br />C1 128.25' 7.87' 7.86' N86°43'42"W 3°30'50"
<br />C2 128.25' 148.84 140.63' S58° 15'59"W 66°29'47"
<br />C3 158.25' 193.37' 181.56' S60°01'24"W 70°00'37"
<br />C4 188.25' 228.9 1 ' 215.06' N59'51 '07"E 69°40' 1 1 "
<br />C5 128.25' 156.71' 147.14' S60°01 '24"W 70°00'37"
<br />' 36.52' S30°35'00"W 1 1°07'57
<br />C6 188.25' 36.58 "
<br />C7 188.25' 60.31' 60.05' N45° 19'39"E 18°21 '20"
<br />C8 188.25' 122.34' 120.20' N73°07'21 "E 37° 14'04"
<br />C9 188.25' 9.68' 9.68' N86°47'12 "W
<br />RECU"'RD 0"F SURVEY
<br />MCSR 39623
<br />LOT 4 AND- A PORTION OF LOT 5, BLOCK THREE,
<br />RIVERVIEW PARK TERRACES, LOCATED IN THE
<br />SOUTHEAST QUARTER OF SECTION 27,
<br />TOWNSHIP 9 SOUTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN,
<br />GATES, MARION COUNTY, OREGON
<br />[WEST 61.80' C] R4
<br />N90'00'00"W 61.80'
<br />Q[S00" 12' E
<br />45.60' C] R4
<br />800' 12' 003pv
<br />' 1
<br />[S85°03'00"E 80.05' R1 I
<br />© 80.02' ] (36.5') D 1 1.0' I
<br />S 36.50' �� 36.45' �- C 1k.
<br />84'58' 17"E 1 =
<br />E
<br />45.60'
<br />0
<br />ss�o so L 0 T
<br />SO � �l1i
<br />0 ,i
<br />7
<br />X3,6
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<br />Q o o V)m V) V)
<br />I
<br />REEL 3828,
<br />PG. 2J3,
<br />MCDR
<br />0 30 60
<br />SCALE IN FEET
<br />0
<br />M
<br />LOT 3
<br />,
<br />ry
<br />h ®O C) U
<br />40
<br />r OCory
<br />52.97 _ i
<br />N [N85°03'W 153.50'1 R4 G�
<br />,�, v POINT OF CURVATURE � G�
<br />N �- - Q? --------_ - S8_ 4'58' 17"E 150.22'
<br />N
<br />o (0 'n [N85 -0,3)W150']'] R4' "This map does not guarantee that any
<br />particular use may be made of the
<br />'-' [N85"03'W 151.60'1 R2'
<br />\ ®®G property illustrated hereon. Parties
<br />t � w®®Q QR/VE" __ should check with the City or County
<br />_ 94.46' R /w 6®� planning department to verify approved
<br />ril �- 0 54.14 8 uses."
<br />C
<br />ry (oo 0.� N8405821 111
<br />7"W 148.60'
<br />00 N � [S85°03'00"
<br />W 148.05'] RI
<br />- C9
<br />� � � [N85'03'W 148�90� DRAWING NO.: 22002 PREPARED FOR AND AT JOB N0. 22_00`
<br />� � w Q [885°09'41 " R2 DATE• APRIL 18, 2022 THE REQUEST OF SCALE
<br />� E 148.28'] R3 �_ .�. - CHEgCKED BY: TEP
<br />148.10 WN BY: CMH
<br />I R4 REGISTERED N - CALEB
<br />°
<br />� N CO
<br />.. � © PROFESSIONAL '4)
<br />LIABILITY FOR THIS SURVEY IS GENERAL LEGEN®.
<br />0 o 00 o LAND SURVEYOR N EXPRESSLY LIMITED TO SAID IR=IRON ROD
<br />o 0 z NOTES PERSON OR PERSONS. IP=IRON PIPE
<br />� u �erect flush in good ` / o LOCATION: YPC=YELLOW PLAS1
<br />1. All monuments found , g CAP
<br />�p condition and useable unless otherwise noted. REGON � C -CALCULATED
<br />2. MCSR - Marion County Survey Records SAN io, Zoos SE 1/4 OF SEC. 27
<br />3. MCDR - Marion County Deed Records TROY E. PETERSEN � _ ()=DEED RECORD
<br />61408 CLAND MARKERS n T.9S., R.3E., W.M. [ ]-SURVEY RECOF
<br />4. PG - Page MARION COUNTY, OREGON -
<br />5. R/W -Right-of-way EXPIRES: 12 31 22 MONUMENT FOUNI
<br />6. BOTP -Book of Town Plats SURVEYING
<br />O 5/8"X30" IR SEl
<br />7. O.U. -Origin Unknown 468 HUDSON AVE NE WITH YPC MARKE
<br />CURVE TABLE
<br />CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
<br />C1 128.25' 7.87' 7.86' N86°43'42"W 3°30'50"
<br />C2 128.25' 148.84 140.63' S58° 15'59"W 66°29'47"
<br />C3 158.25' 193.37' 181.56' S60°01'24"W 70°00'37"
<br />C4 188.25' 228.9 1 ' 215.06' N59'51 '07"E 69°40' 1 1 "
<br />C5 128.25' 156.71' 147.14' S60°01 '24"W 70°00'37"
<br />' 36.52' S30°35'00"W 1 1°07'57
<br />C6 188.25' 36.58 "
<br />C7 188.25' 60.31' 60.05' N45° 19'39"E 18°21 '20"
<br />C8 188.25' 122.34' 120.20' N73°07'21 "E 37° 14'04"
<br />C9 188.25' 9.68' 9.68' N86°47'12 "W
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