Laserfiche WebLink
MCSR 39720 <br />0 30 60 <br />0 9 <br />0 , <br />SCALE IN FEET <br />1 _J0 <br />c� <br />d z 0 S7s°46, LOT 17 <br />� IS76°45'3353„E 67 9 LOT18 <br />m IN �S76° E 67 35, 2 <br />0 24 E1 R3 R2 1 <br />C�b <br />� O �� g 1 �� , � LOT 19 <br />►� / _ <br />04 <br />cat Q�OQ�RQ PG ,\ �° ' n � <br />o <br />G � <br />z CD <br />Ld <br />SIS OF SE <br />LOT 15 ° � � �� � C° <br />o Q [�I83'23'W1 R3 0 ro <br />0 <br />z o z [ 83°23'00 „W O <br />116. 81 .] R2 z <br />u z,�. [S83°2341 "E 1 16.67' <br />_ N83°23'0W 0 »c1 R, <br />�24[24.43,1 R 1 <br />[47.85'1 R 1 43.04' <br />[42.98'1 R! 1;47' <br />[ .47' ] R 1 <br />ry <br />(37 a , �GQ <br />co ao N <br />06 <br />Q- 06 �0 <br />w w <br />�'(G S LO 00 � LOT 7 <br />0 <br />LOT 4 00 n <br />01. <br />o cn FZE cn <br />IV)]c) <br />C6 Q C7 i <br />a\ <br />G� <br />Goy G� <br />/2/5 <br />O <br />[25.06'] R 1 [25.10' <br />['25.06",, '25 1 R 1 <br />S82°59'22- C <br />50.17' <br />[S82°55'00 „F <br />50.16'C]R1 <br />NARRATIVE <br />The purpose of this survey was to survey the properties approved for <br />a City of Salem Property Line Adjustment And Consolidation Case <br />Number PLA 22-13. The basis of bearings for this survey is between <br />found monuments "H" and "L" as shown on Marion County Survey <br />37325. The Balm Street South north right-of-way line was <br />established by holding found monuments "A", "D", and "H" as the <br />centerline of said right of way and offsetting said line 25 feet <br />northerly. Found monuments were then held for the boundary as <br />shown hereon. <br />LOT 9 <br />0 <br />R <br />W <br />Z � <br />t } rs <br />25' - <br />-� C2 <br />LO - _ <br />p <br />z <br />25' Of BALM ST S rrx)11W=50' <br />CURVE <br />RADIUS <br />1ARC LENGTH <br />CHORD LENGTH <br />CHORD BEARING <br />DELTA ANGLE <br />C1 <br />95.00' <br />1123.91' <br />115.31' <br />N48°52'42"E <br />74°4352" <br />C2 <br />1200.00' <br />21.8.23' <br />217.93' <br />S88°32'49"E <br />10*25'11" <br />C3 <br />120.00' <br />158.49' <br />14�.22' <br />N48°24'28"E <br />75°40' 18" <br />C4 <br />120.00' <br />105.35' <br />102.00' <br />N35°43' 19"E <br />50' 18'01 " <br />C5 <br />120.00' <br />49.40' <br />49.05' <br />S72°39'58"W <br />23*35' 17" <br />C6 <br />120.00' <br />3.74' <br />3.74' <br />N85°21'07"E <br />1°47'00" <br />C7 <br />1225.00' <br />38.74' <br />38.74' <br />N87°08'57"E <br />1 °48'44" <br />C8 <br />45.00' <br />62.08' <br />57.27' <br />1 N53°00'52"E <br />79°02' 16" <br />C9 <br />120.00' <br />53.14' <br />52.71' <br />1 N73°33'29"E <br />25*22'18" <br />RECORD TABLE <br />IN <br />0 <br />72' <br />CURVE <br />IRADIUS <br />ARC LENGTH <br />CHORD LENGTH <br />CHORD BEARING <br />DELTA ANGLE <br />RECORD <br />[Cl] R1 <br />[95.00'] <br />[123.94 <br />[1 15.34' <br />S48°54'09"W] <br />[74°45'02"] <br />R1 <br />[C2] R1 <br />[ 1200.00'] <br />[218.22' <br />[217.92'] <br />S88°30'45"E] <br />[ 10°25' 10"] <br />R1 <br />[C4] R1 <br />120.00'] <br />[105.36'] <br />[102.0121 <br />[N35°45'14"E] <br />[50°18'28"] <br />R1 <br />[C5] R1 <br />[120.00'] <br />[49.412] <br />[49.06'] <br />[N72°42'09"E] <br />[23°35'24"] <br />R1 <br />[C6] R1 <br />[120.00'] <br />[3.73'] <br />[3.73'] <br />[N85°23'16"E] <br />[1°4649" <br />R1 <br />[C7] R1_ <br />[ 1225.00'] <br />[38.78'] <br />[38.77] <br />N87° 1 1 '04"E] <br />[ 1 °4849" <br />R1 <br />[C2] R2 <br />[45.00' <br />[61.92'] <br />[57.15'] <br />[S52°44' 17"W] <br />[78°49'582] <br />R2 <br />[C2] R3 <br />45.00'] <br />[57.20'] <br />[S52°45'W <br />R3 <br />"This map does not guarantee that any <br />particular use may be made of the <br />property illustrated hereon. Parties <br />should check with the City or County <br />planning department to verify approved <br />uses. <br />RECORD OF SURVEA <br />PROPERTY LINE ADJUSTMENT CASE lo. 22-13 <br />'1 VOL. 48PG. 49 BOTP <br />LOCATED IN THE <br />SOUTHWESTOF i <br />8 SOUTH,RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, <br />CITY OF SALEM, MARIONOREGON <br />EQUIPMENT ND 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 />1-631 <br />1 NWA W55 F0111 I♦ t ' ' <br />R1 <br />Indicates <br />record information <br />from <br />"LAUREL CROSSING", <br />as recorded in Vol. H48, Pg. <br />49, <br />BOTP. <br />R2 <br />Indicates <br />record information <br />from <br />MCSR 37325. <br />R3 <br />Indicates <br />record information <br />from <br />"LAUREL SPRING <br />ESTATES", <br />as recorded in Vol. 23, <br />Pg. 34, BOTP. <br />R4 <br />Indicates <br />record information <br />from <br />MCSR 3137 19 <br />MONUMENT REFERENCES <br />® <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", SET IN R1 <br />© <br />5/8" <br />IR <br />WITH <br />AL CAP <br />MARKED <br />"MULTI/TECH ENG.", SET IN R1 <br />© <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", SET IN R1 <br />DO <br />5/8" <br />IR <br />WITH <br />AL CAP <br />MARKED <br />"MULTI/TECH ENG.", SET IN R1 <br />DE <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", SET IN R1 <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", SET IN R1 <br />0 <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", SET IN R1 <br />HO <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"LANDMARKERS INC.", SET IN R2 <br />I� <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", 1.14' S01 °58'57"E <br />[1.00" SOUTHERLY] <br />R1 ON <br />LINE, SET IN R1 <br />Q <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", 1.16' S02°01'32"E <br />[1.00" SOUTHERLY] <br />R1 ON <br />LINE, SET IN R1 <br />O <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"MULTI/TECH ENG.", 1.17' S02°00'43"E <br />[1.00" SOUTHERLY] <br />R1 ON <br />LINE, SET IN R1 <br />© <br />1 /2" <br />IP <br />DOWN <br />1.0', <br />SET IN <br />R3 <br />a <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"PETERSEN PLS 61408", SET IN R4. <br />O <br />5/8" <br />IR, <br />SET <br />IN R1 <br />DO <br />5/8" <br />IR, <br />DOWN 0.8', <br />SET IN R1 <br />© <br />5/8" <br />IR <br />WITH <br />YPC <br />MARKED <br />"LANDMARKERS INC.", SET IN R2 <br />rfff-1-rsli <br />1. <br />All monuments <br />found erect, flush, in good <br />condition and useable <br />unless otherwise noted. <br />2. <br />MCSR <br />- Marion <br />County Survey Records <br />3. <br />MCDR <br />- Marion <br />County Deed Records <br />4. <br />VOL. - <br />Volume <br />5. <br />PG. - <br />Page <br />6. <br />BOTP <br />- Marion <br />County Book of Town Plats <br />7. <br />R/W - <br />Right-of-way <br />MCSR_ 39720 <br />