|
TH-ELSER
<br />17 CpLBA
<br />W
<br />DICKSON'S 16 30' 30' EIGHTS
<br />ADDITIONO10 ui BLOCK 2
<br />BLOCK 1 �� Iv,
<br />N
<br />15 16r- 000 0 5
<br />17 0 o ALBERT DR. SE L
<br />ALBERT_DR. SE z „ W o N 88°09'28" W o Lu
<br />o N 88°47'29" W t,,, 5 15°3515 m Q
<br />n, m ER GEORGETOWN }
<br />Bp,TVA NTS BLOCK 4 z
<br />14
<br />T-4 Cr
<br />� E� N E K 3 1 2 3 4 Q
<br />42 30 30 v gL0 1 1 ❑2 (70')(4) (110')(4*) 0' 30'
<br />❑ 69.69' 110.39'
<br />32 ❑3 31 ® ❑5 11
<br />1
<br />GEORGETOW N
<br />2 BLOCK
<br />1 3
<br />MCSR 39539
<br />LEGEND
<br />RECORD OF S - 10 ■ FOUND 5/8" X 30" IRON ROD WITH YELLOW
<br />A TRACT OF LAND LOCATED IN THE N "' PLASTIC CAP MARKED "EMERIO DESIGN"
<br />0I PER MCSR 39475
<br />NW ONE-QUARTER OF SECTION 11, ix w • FOUND MONUMENT AS NOTED IN TABLE
<br />TOWNSHIP 8 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, J 42' FLUSH UNLESS OTHERWISE NOTED
<br />30' CITY OF SALEM, MARION COUNTY, OREGON Z ph
<br />� - EXISTING CENTERLINE
<br />130 NOVEMBER 11, 2021 rr f„ ( EXISTING BOUNDARY
<br />FOR: DR HORTON z I EXISTING RIGHT OF WAY
<br />15 30'
<br />DICKSON'S ADDITION 41
<br />BLOCK 2
<br />^
<br />16
<br />N
<br />m
<br />N
<br />17 �
<br />LANSFORD DR. SE_38
<br />o N 88011'53" W
<br />37 _
<br />1
<br />4
<br />5
<br />1
<br />DICKSON'S
<br />2ND 2
<br />ADDITION 35
<br />BLOCK 4 _
<br />N �p
<br />3 °1•
<br />00
<br />v
<br />N N
<br />4 = o
<br />0 000
<br />I � o
<br />30' orio .
<br />r-1 r-�.
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<br />rn
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<br />o n
<br />z
<br />Lu
<br />N
<br />r -i
<br />^
<br />5 N_
<br />ao
<br />M
<br />(120.00')(2) 000 °0 30
<br />120.36'
<br />SEE DETAIL BELOW
<br />EXISTING ASEMENT
<br />VOLUME 777EPAGE 463
<br />MCDR
<br />EXISTING 10'X 25'
<br />SEWER EASEMENT
<br />VOLUME 603, PAGE 528
<br />MCDR
<br />3
<br />(N00 -21W 135.00')(4)
<br />N 01049'37" E 134.90'
<br />2L___]
<br />17
<br />1
<br />68009'28"E 1212.92
<br />(WEST 1213.36'D)
<br />18
<br />u.,
<br />cr
<br />3 X
<br />�t
<br />GEORGETOWN - BLOCK 4 w
<br />LOT 2 LOT 3 LOT 4 uj
<br />WOOD FENCE }
<br />ON PROPERTY LINE
<br />z
<br />S88009128"E
<br />CONCRETE WALL 0.2' BLOCK WALL 0.7' \LWOOD"W-ALL 0.3'
<br />NORTH OF PROPERTY LINE NORTH OF PROPERTY LINE NORTH OF PROPERTY LINE
<br />PROPERTY LINE DETAIL
<br />1" = 40'
<br />O o
<br />o
<br />0 O
<br />0
<br />w m
<br />mw
<br />Ln
<br />N M
<br />Ln N
<br />WEST 1/4 CORNER o 0
<br />SECTION 10 1 11 1 z z
<br />ro
<br />HILFIKER LN. SE a)
<br />o N 87°48'01" W 23 44 0 153.27
<br />m L1 r 68.30' r L2 109.79 129.92' -
<br />74.96 24 L5 25 7(H)y (130.01 R5) m L3
<br />2
<br />10) 27
<br />22/2021 BY 3 4 1
<br />1NTY SURVEYOR. WILDRIDGE 10 WILDRIDGE
<br />FOR FILING ON BLOCK 1 CHAPARRAL DR. SE 0 BLOCK 4
<br />1 N
<br />30' 30'
<br />MCSR 39539
<br />PARCEL I
<br />REEL 1329, PAGE 308
<br />MCDR
<br />PARCEL II
<br />REEL 1329, PAGE 308
<br />MCDR
<br />N87°28'04"W 12 1,-12'
<br />(S89026'E 1121.1' D)
<br />IHILFIKER TRUST
<br />REEL 1788, PAGE 283
<br />-- 30' ROADWAY &
<br />UTILITY EASEMENT
<br />REEL 1788, PAGE 283
<br />vAR,I EXISTING LOT LINE
<br />L__j
<br />09 G EXISTING EASEMENT
<br />G X EXISTING FENCE LINE
<br />- - - - - - PROLONGATION LINE
<br />ROSEWAY CT. SE— rn ELSER DR. SE , I (D) / (R#) REFERENCE NUMBER SEE TABLE (SEE PAGE 2)
<br />19
<br />-ON 88°09'28" Wro —1 —1 �\ REF'D REFERENCED
<br />0o s PC POINT OF CURVATURE
<br />GEORGETOWN 0 I N 00 ROW RIGHT OF WAY
<br />BLOCK 3 `H N 00 d' PC POINT OF CURVATURE
<br />20 21 22 23 � o
<br />24 o1Do rri PT POINT OF TANGENCY
<br />N
<br />�� DLC DONATION LAND CLAIM
<br />❑ `-f'�F DN DOWN
<br />N
<br />C�,Q RR RAILROAD
<br />05 06 o FF AL ALUMINUM
<br />I
<br />20.31 135'� . s 08 �,
<br />C� CL CENTERLINE
<br />EXISTING SLOPE EASEMENT F
<br />PER REEL 1228, PAGE 122 MCDR I �p (*) CALCULATED VALUE FROM NOTED RECORD
<br />S01°52'53"W 185.17' MCSR MARION COUNTY SURVEY RECORDS
<br />(N00023'15"W 185.17'D2) I MCBOTP MARION COUNTY BOOK OF TOWN PLATS
<br />4' WIRE 11 MCDR MARION COUNTY DEED RECORDS
<br />REFERENCES
<br />S88°07'07" E 5.00'
<br />I I (S 89°36'45"W 5.00' D2) x 30'
<br />I
<br />140' I x
<br />I I
<br />x
<br />I
<br />I � RESERVATION OF UTILITIES WITHIN x
<br />40' VACATED ROADWAY
<br />PER VOLUME 760, PAGE 493 30'
<br />I I MCDR
<br />x
<br />I
<br />I X
<br />I�
<br />x
<br />I 00
<br />00
<br />00
<br />I4' WIRE x Ln
<br />X N
<br />I I 0Ln
<br />O
<br />N
<br />I I X
<br />46 cWn
<br />S87°28'04"E 749.86'
<br />140' I (S 88°58'11" E 750.12' D) _�
<br />�x O
<br />I I 30' INGRESS/EGRESS EASEMENT w
<br />REEL 1224, PAGE 737 MCDRrn
<br />_J
<br />0
<br />^ 47
<br />-�-- X
<br />I I o
<br />0
<br />O
<br />m o
<br />I o
<br />�o ❑7
<br />M
<br />N
<br />0
<br />(N 88°58'11" W 750.12' D) x o
<br />749.86
<br />0 I Q SE< LOT 9 30'
<br />CITY OF SALEM 29 '
<br />REEL 2110, PAGE 450 S 87027'28"E 30.00
<br />BASIS OF BEARINGS
<br />THE BASIS OF BEARINGS IS BASED ON: OREGON STATE PLANE
<br />NORTH ZONE, NAD83(2011), EPOCH 2010.00.
<br />BEING S 01052'53" W BETWEEN MONUMENTS #9 AND #29.
<br />30
<br />N 00 o
<br />1Z v 00 OZ (1) - PLAT OF DICKSON'S ADDITION - V. 14, P. 52 MCBOTP
<br />w M N a; - (2) - PLAT OF DICKSON'S 2ND ADDITION - V. 17, P. 46 MCBOTP
<br />WFr4C) cn
<br />m O � - (3) - PLAT OF COLBATH-ELSER VIEW HEIGHTS - V. 26, P.30 MCBOTP
<br />Li- �-. - - (4) - PLAT OF GEORGETOWN - V. 34, P. 41 MCBOTP
<br />O 01 `^ m (5) - PLAT OF WILDRIDGE - V. 35, P.40 MCBOTP
<br />N N m
<br />Q 0 0 (6) - PLAT OF R.M. TONE - V. 15, P. 48 MCBOTP
<br />m O z 0 (7) - MCSR 33912
<br />w (8) - MCSR 18931
<br />12 Z (9) - MCSR 29688
<br />(10) - MCSR 23793
<br />(D) - VESTING DEED - REEL 1329, PAGE 308 MCDR
<br />13 °C , (D2) - DEDICATION TO CITY - REEL 1228, PAGE 121 MCDR
<br />® BOUNDARY NOTES
<br />1- CONCRETE WALL 0.2' NORTH OF NORTH LINE
<br />14 2 - WOOD WALL 0.4' NORTH OF NORTH LINE
<br />Sy 3 - BLOCK WALL 0.7' NORTH OF NORTH LINE
<br />4 - WOOD WALL 0.3' NORTH OF NORTH LINE
<br />5 - WOOD FENCE ON LINE
<br />q�F 6 - WOOD FENCE 0.9' NORTH OF NORTH LINE
<br />7 - WIRE FENCE ON LINE
<br />F �
<br />8 - WIRE FENCE CROSSES WEST LINE
<br />ry' 9 - WIRE FENCE 3'+/- WEST OF WEST LINE
<br />29 (WEIGHTED DOWN IN HEAVY BRUSH)
<br />LINE TABLE
<br />Z L1- N 02031'56" E 29.69'
<br />0 28 (30.00')(5)
<br />_V)
<br />L2 - N 02031'56" E 29.77'
<br />(30.00')(5)
<br />m
<br />cn L3 - N 01043'32" E 30.00'
<br />W CURVE TABLE (S00009'E 30.00' R5)
<br />Z\ CURVE 1
<br />R-525.00'(7) L4 - S 87028'04" E 60.18'
<br />• A=55°32'14"(7) (S89°20'E 60.29' R5)
<br />L=508.89'(7)
<br />tr
<br />CB=S 25°37'43" E L5 - S 87028'04" E 68.30'
<br />CB=(S28°09'22"E)(7) (S89°20'E 68.01' R5)
<br />x
<br />CD=489.20'(7)
<br />100' 0 50' 100' 200'
<br />30
<br />SCALE: 1" =100'
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR m 10
<br />movn , ENGINEERING ■ SURVEYING ■ DESIGN
<br />6445 SW FALLBROOK PLACE, SUITE 100
<br />OREGON BEAVERTON, OREGON 97008
<br />JULY 12, 2005 TEL: (503) 746-8812
<br />ERIC D. LYNCH FAX: (503) 639-9592
<br />44 www.emeriodesign.com
<br />EXPIRES 12-31-22 EMERIO JOB: 0472-003
<br />PAGE 1 OF 2
<br />C-4
<br />�
<br />3
<br />0000 00
<br />Ln
<br />Ln
<br />36vi
<br />2
<br />00
<br />00
<br />DICKSON'S
<br />~
<br />~
<br />2ND ADDITION
<br />BLOCK 1
<br />N
<br />N
<br />0
<br />3
<br />4
<br />5
<br />1
<br />DICKSON'S
<br />2ND 2
<br />ADDITION 35
<br />BLOCK 4 _
<br />N �p
<br />3 °1•
<br />00
<br />v
<br />N N
<br />4 = o
<br />0 000
<br />I � o
<br />30' orio .
<br />r-1 r-�.
<br />w Ln
<br />O
<br />o� r+
<br />N
<br />rn
<br />O �
<br />Ir+ O
<br />o n
<br />z
<br />Lu
<br />N
<br />r -i
<br />^
<br />5 N_
<br />ao
<br />M
<br />(120.00')(2) 000 °0 30
<br />120.36'
<br />SEE DETAIL BELOW
<br />EXISTING ASEMENT
<br />VOLUME 777EPAGE 463
<br />MCDR
<br />EXISTING 10'X 25'
<br />SEWER EASEMENT
<br />VOLUME 603, PAGE 528
<br />MCDR
<br />3
<br />(N00 -21W 135.00')(4)
<br />N 01049'37" E 134.90'
<br />2L___]
<br />17
<br />1
<br />68009'28"E 1212.92
<br />(WEST 1213.36'D)
<br />18
<br />u.,
<br />cr
<br />3 X
<br />�t
<br />GEORGETOWN - BLOCK 4 w
<br />LOT 2 LOT 3 LOT 4 uj
<br />WOOD FENCE }
<br />ON PROPERTY LINE
<br />z
<br />S88009128"E
<br />CONCRETE WALL 0.2' BLOCK WALL 0.7' \LWOOD"W-ALL 0.3'
<br />NORTH OF PROPERTY LINE NORTH OF PROPERTY LINE NORTH OF PROPERTY LINE
<br />PROPERTY LINE DETAIL
<br />1" = 40'
<br />O o
<br />o
<br />0 O
<br />0
<br />w m
<br />mw
<br />Ln
<br />N M
<br />Ln N
<br />WEST 1/4 CORNER o 0
<br />SECTION 10 1 11 1 z z
<br />ro
<br />HILFIKER LN. SE a)
<br />o N 87°48'01" W 23 44 0 153.27
<br />m L1 r 68.30' r L2 109.79 129.92' -
<br />74.96 24 L5 25 7(H)y (130.01 R5) m L3
<br />2
<br />10) 27
<br />22/2021 BY 3 4 1
<br />1NTY SURVEYOR. WILDRIDGE 10 WILDRIDGE
<br />FOR FILING ON BLOCK 1 CHAPARRAL DR. SE 0 BLOCK 4
<br />1 N
<br />30' 30'
<br />MCSR 39539
<br />PARCEL I
<br />REEL 1329, PAGE 308
<br />MCDR
<br />PARCEL II
<br />REEL 1329, PAGE 308
<br />MCDR
<br />N87°28'04"W 12 1,-12'
<br />(S89026'E 1121.1' D)
<br />IHILFIKER TRUST
<br />REEL 1788, PAGE 283
<br />-- 30' ROADWAY &
<br />UTILITY EASEMENT
<br />REEL 1788, PAGE 283
<br />vAR,I EXISTING LOT LINE
<br />L__j
<br />09 G EXISTING EASEMENT
<br />G X EXISTING FENCE LINE
<br />- - - - - - PROLONGATION LINE
<br />ROSEWAY CT. SE— rn ELSER DR. SE , I (D) / (R#) REFERENCE NUMBER SEE TABLE (SEE PAGE 2)
<br />19
<br />-ON 88°09'28" Wro —1 —1 �\ REF'D REFERENCED
<br />0o s PC POINT OF CURVATURE
<br />GEORGETOWN 0 I N 00 ROW RIGHT OF WAY
<br />BLOCK 3 `H N 00 d' PC POINT OF CURVATURE
<br />20 21 22 23 � o
<br />24 o1Do rri PT POINT OF TANGENCY
<br />N
<br />�� DLC DONATION LAND CLAIM
<br />❑ `-f'�F DN DOWN
<br />N
<br />C�,Q RR RAILROAD
<br />05 06 o FF AL ALUMINUM
<br />I
<br />20.31 135'� . s 08 �,
<br />C� CL CENTERLINE
<br />EXISTING SLOPE EASEMENT F
<br />PER REEL 1228, PAGE 122 MCDR I �p (*) CALCULATED VALUE FROM NOTED RECORD
<br />S01°52'53"W 185.17' MCSR MARION COUNTY SURVEY RECORDS
<br />(N00023'15"W 185.17'D2) I MCBOTP MARION COUNTY BOOK OF TOWN PLATS
<br />4' WIRE 11 MCDR MARION COUNTY DEED RECORDS
<br />REFERENCES
<br />S88°07'07" E 5.00'
<br />I I (S 89°36'45"W 5.00' D2) x 30'
<br />I
<br />140' I x
<br />I I
<br />x
<br />I
<br />I � RESERVATION OF UTILITIES WITHIN x
<br />40' VACATED ROADWAY
<br />PER VOLUME 760, PAGE 493 30'
<br />I I MCDR
<br />x
<br />I
<br />I X
<br />I�
<br />x
<br />I 00
<br />00
<br />00
<br />I4' WIRE x Ln
<br />X N
<br />I I 0Ln
<br />O
<br />N
<br />I I X
<br />46 cWn
<br />S87°28'04"E 749.86'
<br />140' I (S 88°58'11" E 750.12' D) _�
<br />�x O
<br />I I 30' INGRESS/EGRESS EASEMENT w
<br />REEL 1224, PAGE 737 MCDRrn
<br />_J
<br />0
<br />^ 47
<br />-�-- X
<br />I I o
<br />0
<br />O
<br />m o
<br />I o
<br />�o ❑7
<br />M
<br />N
<br />0
<br />(N 88°58'11" W 750.12' D) x o
<br />749.86
<br />0 I Q SE< LOT 9 30'
<br />CITY OF SALEM 29 '
<br />REEL 2110, PAGE 450 S 87027'28"E 30.00
<br />BASIS OF BEARINGS
<br />THE BASIS OF BEARINGS IS BASED ON: OREGON STATE PLANE
<br />NORTH ZONE, NAD83(2011), EPOCH 2010.00.
<br />BEING S 01052'53" W BETWEEN MONUMENTS #9 AND #29.
<br />30
<br />N 00 o
<br />1Z v 00 OZ (1) - PLAT OF DICKSON'S ADDITION - V. 14, P. 52 MCBOTP
<br />w M N a; - (2) - PLAT OF DICKSON'S 2ND ADDITION - V. 17, P. 46 MCBOTP
<br />WFr4C) cn
<br />m O � - (3) - PLAT OF COLBATH-ELSER VIEW HEIGHTS - V. 26, P.30 MCBOTP
<br />Li- �-. - - (4) - PLAT OF GEORGETOWN - V. 34, P. 41 MCBOTP
<br />O 01 `^ m (5) - PLAT OF WILDRIDGE - V. 35, P.40 MCBOTP
<br />N N m
<br />Q 0 0 (6) - PLAT OF R.M. TONE - V. 15, P. 48 MCBOTP
<br />m O z 0 (7) - MCSR 33912
<br />w (8) - MCSR 18931
<br />12 Z (9) - MCSR 29688
<br />(10) - MCSR 23793
<br />(D) - VESTING DEED - REEL 1329, PAGE 308 MCDR
<br />13 °C , (D2) - DEDICATION TO CITY - REEL 1228, PAGE 121 MCDR
<br />® BOUNDARY NOTES
<br />1- CONCRETE WALL 0.2' NORTH OF NORTH LINE
<br />14 2 - WOOD WALL 0.4' NORTH OF NORTH LINE
<br />Sy 3 - BLOCK WALL 0.7' NORTH OF NORTH LINE
<br />4 - WOOD WALL 0.3' NORTH OF NORTH LINE
<br />5 - WOOD FENCE ON LINE
<br />q�F 6 - WOOD FENCE 0.9' NORTH OF NORTH LINE
<br />7 - WIRE FENCE ON LINE
<br />F �
<br />8 - WIRE FENCE CROSSES WEST LINE
<br />ry' 9 - WIRE FENCE 3'+/- WEST OF WEST LINE
<br />29 (WEIGHTED DOWN IN HEAVY BRUSH)
<br />LINE TABLE
<br />Z L1- N 02031'56" E 29.69'
<br />0 28 (30.00')(5)
<br />_V)
<br />L2 - N 02031'56" E 29.77'
<br />(30.00')(5)
<br />m
<br />cn L3 - N 01043'32" E 30.00'
<br />W CURVE TABLE (S00009'E 30.00' R5)
<br />Z\ CURVE 1
<br />R-525.00'(7) L4 - S 87028'04" E 60.18'
<br />• A=55°32'14"(7) (S89°20'E 60.29' R5)
<br />L=508.89'(7)
<br />tr
<br />CB=S 25°37'43" E L5 - S 87028'04" E 68.30'
<br />CB=(S28°09'22"E)(7) (S89°20'E 68.01' R5)
<br />x
<br />CD=489.20'(7)
<br />100' 0 50' 100' 200'
<br />30
<br />SCALE: 1" =100'
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR m 10
<br />movn , ENGINEERING ■ SURVEYING ■ DESIGN
<br />6445 SW FALLBROOK PLACE, SUITE 100
<br />OREGON BEAVERTON, OREGON 97008
<br />JULY 12, 2005 TEL: (503) 746-8812
<br />ERIC D. LYNCH FAX: (503) 639-9592
<br />44 www.emeriodesign.com
<br />EXPIRES 12-31-22 EMERIO JOB: 0472-003
<br />PAGE 1 OF 2
<br />
|