R. 670
<br />P. 40B
<br />R. 4120
<br />P. 113
<br />R. 2907
<br />P. 373
<br />R. 3963
<br />P .292
<br />R. 3457
<br />P. 35B
<br />LOT 69
<br />O
<br />a
<br />� O
<br />coNc�
<br />uj = a-
<br />Za
<br />_O °;
<br />L >
<br />C
<br />C
<br />C
<br />0.1
<br />LOT 9
<br />[S83°27'52"E �k
<br />i 14.64'] 8
<br />TRACT A
<br />S83 °50'03 "E 138.95'
<br />(S83047'38"E 138.91') 8
<br />ROSEBROOKE
<br />V.40, P.14 BOTP
<br />S82 -08-46"E
<br />29
<br />63'
<br />(S82'12 -04"E
<br />29.66') 8 LOT 8
<br />69°S
<br />NOTES: (S ? .4,>,
<br />1. ALL MONUMENTS FOUND IN GOOD CONDITION AND <"84S 48'09„E
<br />WITHIN 0.2 OF THE SURFACE OF THE GROUND UNLESS i 8
<br />-- 1.00' RESERVE
<br />STRIP TO THE CITY
<br />LOT 70 OF SALEM PER 9 391.11'
<br />85.14'(85.0l') 9 50.80,(51.00') 9 179.19' {179.00'} 9
<br />-� 1 BENT
<br />Lu LOT 132
<br />Z1, LOT 133
<br />O �
<br />INITIAL POINT w
<br />Qi>
<br />J �
<br />L D
<br />.,� DETAIL A
<br />1" = 20'
<br />NC5 N25 N PARCEL 2
<br />X575°12,
<br />43 42 ,
<br />I � � � 60 �
<br />O°
<br />rn I ,� -
<br />N
<br />Ln
<br />°
<br />C) I �%'' 5.0' SLOPE
<br />z AND
<br />M1�pREp UTILITY
<br />EASEMENT
<br />2' ROW DEDICATION
<br />2-
<br />N
<br />d2' ROW DEDICATION
<br />LOT 134
<br />DETAIL B
<br />1"=20'
<br />0
<br />Ln
<br />rn=
<br />~ N
<br />�o
<br />Oo
<br />�N
<br />101
<br />PARTITION PLAT 2021-12
<br />IN THE SW 1/4 SEC. 14, T. 8 St R. 3 W, W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />DATE OF MAP: AUGUST 10, 2021
<br />S> -E
<br />(S S� D ' BY:
<br />/ 24 2p� MULTI/TECH ENGINEERING SERVICES, INC.
<br />�98 F 1155 13TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />WOODSIDE • = FOUND MONUMENT, SEE TABLE
<br />* SUBDIVISION No. l
<br />V.32, P.50 BOTP ■ = 5/8" IR W/YPC SCRIBED "BARKER PLS 636" PER 9
<br />LOT 11 � = 5/8" IR W/YPC SCRIBED "RIVERSIDE ENGINEERING" PER 8
<br />O = 5/8" X 30" IRON ROD W/YPC SCRIBED "MULTI/TECH ENG.".
<br />SET FLUSH WITH GROUND ON 09/19/2020
<br />LOT 10R. 356E
<br />LOT I 9 P. 99
<br />�
<br />1.10' NORTH OF LINE 589° 18' S2"E 629.73'
<br />�r
<br />195.10' (N89-21 -00"W 196.00') 7 D 70.74' D 63.97' (64.00') 4 E
<br />(N89021 '00"W 70.00') 7
<br />1"=50'
<br />#6606
<br />329.81'
<br />(N89021'W) (330.00-14
<br />En
<br />110
<br />Iq
<br />Zt
<br />Z�012�- �q
<br />DETAIL D
<br />1" = 10'
<br />t
<br />d
<br />PARCEL 2 A�
<br />0 t
<br />3.00'
<br />10 PUE
<br />2, ROW DEDICATION /
<br />PARCEL 2
<br />0.66 AC.
<br />28,594 S.F.
<br />299.92'
<br />(S89°52'44"E) 12
<br />S89021'00"E
<br />[20.00] 12
<br />t F
<br />20'] 5I Ln
<br />al
<br />a�
<br />Wo
<br />N
<br />o rn
<br />o°
<br />0
<br />ioo
<br />z
<br />S890 18' 52"E Z "
<br />30.00'
<br />1 I 1 =
<br />IN �
<br />S41 °47'05"W j Ln [30] 5
<br />26.84' 1
<br />5.0', PERMANENT SLOPE AND00
<br />1 ,
<br />UTILITIES EASEMENT i
<br />EO R. 1719, P. 358 10' PUE
<br />° __� m o
<br />C)
<br />SEE DETAIL D,
<br />THIS SHEET
<br />ROW
<br />t
<br />_ - ;t do
<br />90.08' DEDICATION _ o -�
<br />SEE DETAIL A, THIS SHEET, I 3 0�� ,�''��� 171<--P. 358) _ - o o
<br />_ SNE SE LR• - o
<br />PERMANENT CREEK AND OPEN CHANNEL I �� �,, WORM _ ___- - 5 SEE DETAIL C, �
<br />SETBACK AND MAINTENANCE EASEM a - °33'42 E 1327.30 ] THIS SHEET
<br />0
<br />Lu
<br />J
<br />m
<br />oa-c
<br />W
<br />oc
<br />0
<br />Lu0
<br />O
<br />O
<br />N83°0218"E) 5 2 ROW
<br />ENT � � _
<br />R. 1719, P. 358 i�oj�% C _ **N8( DEDICATION rn
<br />r\l Ln
<br />/ M -
<br />�/ C''' --------- 275.06' -__-_-- -- W o
<br />S48013'30"E 10
<br />J�i� ---- __--------- 23.97' fir° [30] 5 0rn
<br />0
<br />5.0', PERMANENT SLOPE AND I z "
<br />UTILITIES EASEMENT S89059'56"E20-15
<br />R. 1719, P. 358 1
<br />/ L� / / 10.00' i m '
<br />2' ROW / /
<br />DEDICATION / /� I ooh
<br />�. PARCEL 3 10' ROW I '
<br />/�J THIS SHEET, DEDICATION i� �*
<br />�Q SEE DETAIL B, 1.71 AC. Im o M
<br />�� PERMANENT CREEK AND OPEN CHANNEL 74,679 S.F. (� o "'
<br />/ SETBACK AND MAINTENANCE EASEMENT Io
<br />R. 1719, P. 358 I o
<br />0
<br />LLJ
<br />36 DI
<br />36' // 2' ROWry
<br />o j
<br />I
<br />DEDICATION �v 493.11' 10.00' 9 4-1)/ [ l
<br />75.98' 53.66' 286.32'{286.291 9 153.13' (153.00') 9 -L. AIn
<br />t I
<br />/,73.76' 55.79'
<br />149.74' {1 49.53'1 9 `0 (56LOT 143
<br />.00') 9 -� 589019'1 3"E
<br />LOT 135 LOT 136 2.13' [20.00'] 9
<br />LOT 137 LOT 139 LOT 139 LOT 140 LOT 141 LOT 142 REGISTERED
<br />�* SUNSTONE SUBDIVISION
<br />[589°19'13"E] 970.11' (969.83') 9 PHASE PROFESSIONAL 3 LAND SURVEYOR
<br />BASIS OF BEARING V.40, P.31 BOTP
<br />(34') 9- r� (341) 9
<br />U
<br />Alt
<br />*
<br />* OREGON
<br />_ __ DETAIL C JULY 13, 2004
<br />p �-SE __- """ " G! � MARSTONE COURT - 44' 9 1" = 10' ROBERT D. HAMMAN
<br />LpRE _ f 5.0' SLOPE _ - ` r8j
<br />64202 LS
<br />M1 AND - - - - 2.68' N
<br />--b3
<br />"'/� UTILITY
<br />OTHERWISE NOTED.
<br />C)
<br />'
<br />MONUMENT TABLE
<br />S87°24' 17"E 32.24'
<br />•cpm 9,,---.-/.5�,
<br />3�
<br />A. 3/4" IP PER 2
<br />_ `°
<br />B. 3/4" IP PER 1
<br />rn f-1
<br />oo
<br />C. 5/8" IR W/YPC SCRIBED "L.S. 1831" PER 6
<br />Ln o
<br />D. 5/8,' IR PER 7
<br />C)
<br />E. 5/8 IR W/YPC SCRIBED BARKER PLS 636 PER 4
<br />F. 1/2" IP DOWN V FROM SURFACE PER 3
<br />i
<br />G. 5/8" IR WITH ALUMINUM CAP SCRIBED "BARKER PLS 636" PER 9
<br />REFERENCE SURVEYS:
<br />0
<br />1. MCSR 16809
<br />2. MCSR 17568
<br />3. MCSR 25766
<br />Ln o IRT
<br />4. MCSR 30685
<br />00 o
<br />5. MCSR 34274
<br />6. MCSR 35694
<br />C)
<br />o7.
<br />WOODSIDE SUBDIVISION No. 1, V. 32, P.50, BOTP
<br />8. ROSEBROOKE, V. 40, P.14, BOTP
<br />co
<br />9. SUNSTONE SUBDIVISION PHASE 3, V.40, P.31, BOTP
<br />,u
<br />10. LAKEWOOD PARK, V.29, P.44, BOTP
<br />Ln
<br />11. SUNSTONE SUBDIVISION PHASE 2, V.39, P.76, BOTP
<br />;T
<br />12. PARTITION PLAT 90-79
<br />0
<br />0
<br />Z
<br />LEGEND PARCEL 1
<br />o
<br />MCSR = MARION COUNTY SURVEY RECORD 5.19 AC.
<br />C)
<br />�v-
<br />BOTP = BOOK OF TOWN PLATS 226,214 S.F.
<br />01 o rn
<br />W/YPC = WITH YELLOW PLASTIC CAP
<br />C)
<br />() = RECORD DATA PER SURVEY NOTED
<br />[ ] = RECORD AND MEASURED DATA PER SURVEY NOTED
<br />{ } = CALCULATED DATA PER SURVEY NOTED
<br />IP = IRON PIPE
<br />IR = IRON ROD
<br />P. = PAGE
<br />V. = VOLUME
<br />R. = REEL
<br />rNj
<br />ROW = RIGHT OF WAY
<br />m
<br />PUE = PUBLIC UTILITY EASEMENT
<br />r-
<br />S.F. = SQUARE FEET
<br />Z,
<br />AC. = ACRES
<br />rn r
<br />* = MONUMENT LOCATED AT BOTTOM OF WALN CREEK
<br />Ln
<br />ALL RECORD DATA HELD PER SURVEY NOTED. DIFFERENCE
<br />C:>
<br />0
<br />IN BEARINGS ARE DUE TO ROTATION OF MILDRED LANE SE
<br />0o
<br />CENTERLINE AS DESCRIBED IN THE NARRATIVE AS SHOWN
<br />o
<br />HEREON.
<br />z
<br />-- 1.00' RESERVE
<br />STRIP TO THE CITY
<br />LOT 70 OF SALEM PER 9 391.11'
<br />85.14'(85.0l') 9 50.80,(51.00') 9 179.19' {179.00'} 9
<br />-� 1 BENT
<br />Lu LOT 132
<br />Z1, LOT 133
<br />O �
<br />INITIAL POINT w
<br />Qi>
<br />J �
<br />L D
<br />.,� DETAIL A
<br />1" = 20'
<br />NC5 N25 N PARCEL 2
<br />X575°12,
<br />43 42 ,
<br />I � � � 60 �
<br />O°
<br />rn I ,� -
<br />N
<br />Ln
<br />°
<br />C) I �%'' 5.0' SLOPE
<br />z AND
<br />M1�pREp UTILITY
<br />EASEMENT
<br />2' ROW DEDICATION
<br />2-
<br />N
<br />d2' ROW DEDICATION
<br />LOT 134
<br />DETAIL B
<br />1"=20'
<br />0
<br />Ln
<br />rn=
<br />~ N
<br />�o
<br />Oo
<br />�N
<br />101
<br />PARTITION PLAT 2021-12
<br />IN THE SW 1/4 SEC. 14, T. 8 St R. 3 W, W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />DATE OF MAP: AUGUST 10, 2021
<br />S> -E
<br />(S S� D ' BY:
<br />/ 24 2p� MULTI/TECH ENGINEERING SERVICES, INC.
<br />�98 F 1155 13TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />WOODSIDE • = FOUND MONUMENT, SEE TABLE
<br />* SUBDIVISION No. l
<br />V.32, P.50 BOTP ■ = 5/8" IR W/YPC SCRIBED "BARKER PLS 636" PER 9
<br />LOT 11 � = 5/8" IR W/YPC SCRIBED "RIVERSIDE ENGINEERING" PER 8
<br />O = 5/8" X 30" IRON ROD W/YPC SCRIBED "MULTI/TECH ENG.".
<br />SET FLUSH WITH GROUND ON 09/19/2020
<br />LOT 10R. 356E
<br />LOT I 9 P. 99
<br />�
<br />1.10' NORTH OF LINE 589° 18' S2"E 629.73'
<br />�r
<br />195.10' (N89-21 -00"W 196.00') 7 D 70.74' D 63.97' (64.00') 4 E
<br />(N89021 '00"W 70.00') 7
<br />1"=50'
<br />#6606
<br />329.81'
<br />(N89021'W) (330.00-14
<br />En
<br />110
<br />Iq
<br />Zt
<br />Z�012�- �q
<br />DETAIL D
<br />1" = 10'
<br />t
<br />d
<br />PARCEL 2 A�
<br />0 t
<br />3.00'
<br />10 PUE
<br />2, ROW DEDICATION /
<br />PARCEL 2
<br />0.66 AC.
<br />28,594 S.F.
<br />299.92'
<br />(S89°52'44"E) 12
<br />S89021'00"E
<br />[20.00] 12
<br />t F
<br />20'] 5I Ln
<br />al
<br />a�
<br />Wo
<br />N
<br />o rn
<br />o°
<br />0
<br />ioo
<br />z
<br />S890 18' 52"E Z "
<br />30.00'
<br />1 I 1 =
<br />IN �
<br />S41 °47'05"W j Ln [30] 5
<br />26.84' 1
<br />5.0', PERMANENT SLOPE AND00
<br />1 ,
<br />UTILITIES EASEMENT i
<br />EO R. 1719, P. 358 10' PUE
<br />° __� m o
<br />C)
<br />SEE DETAIL D,
<br />THIS SHEET
<br />ROW
<br />t
<br />_ - ;t do
<br />90.08' DEDICATION _ o -�
<br />SEE DETAIL A, THIS SHEET, I 3 0�� ,�''��� 171<--P. 358) _ - o o
<br />_ SNE SE LR• - o
<br />PERMANENT CREEK AND OPEN CHANNEL I �� �,, WORM _ ___- - 5 SEE DETAIL C, �
<br />SETBACK AND MAINTENANCE EASEM a - °33'42 E 1327.30 ] THIS SHEET
<br />0
<br />Lu
<br />J
<br />m
<br />oa-c
<br />W
<br />oc
<br />0
<br />Lu0
<br />O
<br />O
<br />N83°0218"E) 5 2 ROW
<br />ENT � � _
<br />R. 1719, P. 358 i�oj�% C _ **N8( DEDICATION rn
<br />r\l Ln
<br />/ M -
<br />�/ C''' --------- 275.06' -__-_-- -- W o
<br />S48013'30"E 10
<br />J�i� ---- __--------- 23.97' fir° [30] 5 0rn
<br />0
<br />5.0', PERMANENT SLOPE AND I z "
<br />UTILITIES EASEMENT S89059'56"E20-15
<br />R. 1719, P. 358 1
<br />/ L� / / 10.00' i m '
<br />2' ROW / /
<br />DEDICATION / /� I ooh
<br />�. PARCEL 3 10' ROW I '
<br />/�J THIS SHEET, DEDICATION i� �*
<br />�Q SEE DETAIL B, 1.71 AC. Im o M
<br />�� PERMANENT CREEK AND OPEN CHANNEL 74,679 S.F. (� o "'
<br />/ SETBACK AND MAINTENANCE EASEMENT Io
<br />R. 1719, P. 358 I o
<br />0
<br />LLJ
<br />36 DI
<br />36' // 2' ROWry
<br />o j
<br />I
<br />DEDICATION �v 493.11' 10.00' 9 4-1)/ [ l
<br />75.98' 53.66' 286.32'{286.291 9 153.13' (153.00') 9 -L. AIn
<br />t I
<br />/,73.76' 55.79'
<br />149.74' {1 49.53'1 9 `0 (56LOT 143
<br />.00') 9 -� 589019'1 3"E
<br />LOT 135 LOT 136 2.13' [20.00'] 9
<br />LOT 137 LOT 139 LOT 139 LOT 140 LOT 141 LOT 142 REGISTERED
<br />�* SUNSTONE SUBDIVISION
<br />[589°19'13"E] 970.11' (969.83') 9 PHASE PROFESSIONAL 3 LAND SURVEYOR
<br />BASIS OF BEARING V.40, P.31 BOTP
<br />(34') 9- r� (341) 9
<br />U
<br />Alt
<br />*
<br />* OREGON
<br />_ __ DETAIL C JULY 13, 2004
<br />p �-SE __- """ " G! � MARSTONE COURT - 44' 9 1" = 10' ROBERT D. HAMMAN
<br />LpRE _ f 5.0' SLOPE _ - ` r8j
<br />64202 LS
<br />M1 AND - - - - 2.68' N
<br />--b3
<br />"'/� UTILITY
<br />°��,•, EASEMENT
<br />'
<br />)
<br />S87°24' 17"E 32.24'
<br />•cpm 9,,---.-/.5�,
<br />3�
<br />PARCEL 3
<br />)o, �0,
<br />4.02' _ _�
<br />5.0', SLOPE
<br />AND UTILITY
<br />PARCEL 3 EASEMENT
<br />2' ROW DEDICATION
<br />SHEET INDEX EXPIRES: 6-30-2023
<br />SHEET 1 - OVERALL BOUNDARY AND PARCELS, DETAILS A -D,
<br />LEGEND, MONUMENT TABLE, REFERENCES, EASEMENTS
<br />SHEET 2 - EASEMENTS, CURVE AND LINE TABLE, DETAILS E AND F
<br />SHEET 3 - SIGNATURE PAGE, NARRATIVE, SURVEYOR'S
<br />CERTIFICATE, APPROVAL, DECLARATION, PLAT NOTES
<br />SHEET 1 OF 3
<br />
|