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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 />