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HomeMy WebLinkAboutSurvey 21170BOUNDARY SURVEY OF LOT 6, BLOCK 25, MOUNTAIN VILLAGE EAST IV, � SITUATE IN THE NW 1/4 OF THE NW 1/4 OF SECTION 33, TOWNSHIP 19 S., w���E RANGE 11 E.W.M., DESCHUTES COUNTY, OREGON0 �� s 20' lit = zo' NARRATIVE 01/000'9, � No.) �� 0<3 7 �1 ;61 '6, ,> cn c, Znl ` � 00 ` 70� ° °, '\ NOTE: 102 WAS NOT Ln N w! LOT 6 HELD, SEE NARRATIVE -I 00 0o, G2 bo 0D Gt1 w 00 � 301 -102 4 ,� °� N 74022'23" W 0.51' N As 441 MENT PER So co h o (S7,503 EEC 25s 423 °4 S 7611 E RECOROE = N 6 35 5g 34.675� D 8/�8/1gj7 l s- / N 760 (IV 76° 43'59" W 3 o i LOT 5 s� 99O �9 79,E , G1i.7 `SS M N T cn co Q � U / J 302 - 103 S 81 °20'35" E 0.16' THE PURPOSE OF THIS SURVEY WAS TO SET THE MISSING SOUTHEAST CORNER MARKER OF LOT 6. THIS WAS ACHIEVED BY HOLDING THE PLAT RECORD DISTANCE AND AND BEARING FROM THE MARKER NUMBERED 101. THIS GAVE A GOOD FIT TO THE MARKER NUMBERED 104. NOTE THAT THE MARKERS NUMBERED 301 & 302 ARE CALCULATED POINTS ONLY, NOTHING WAS SET AT THOSE LOCATIONS. THE MARKER NUMBERED 102 IS 0.5' OUT OF POSITION AND WAS NOT HELD SINCE THERE IS A WHITE PVC PIPE APPROXIMATELY 4" IN DIAMETER WITH CABLE IN IT IN PROXIMITY TO 102. 1 SUSPECT 102 WAS MOVED DURING UTILITY INSTALLATION, ALSO ALL THE OTHER ORIGINAL TIED MARKERS AS SHOWN ON THIS SURVEY ARE NO MORE THAN 0.2' FROM THE PLAT RECORD POSITION. THE DEED FOR THIS PROPERTY IS RECORDED AS 2018-31685 IN THE DESCHUTES COUNTY CLERK'S OFFICIAL RECORDS. Curve Table NOTE: RECORD CHORD BEARING AND DISTANCES SHOWN ARE CALCULATED VALUES PER THE PLAT. CURVE DELTA RADIUS ARC BEARING HORIZ DIST 300-102 MEAS. C1 29042'15" 75.00' 38.88' N27052'45"E 38.45' 102-103 MEAS. C2 37022'42" 75.00' 48.93' N62032'03"E 48.07' 300-301 C3 29047'20" 75.00' 38.99' N28037'05"E 38.56' 301-302 C4 3605838" 75.00' 48.40' N62000'04"E 47.57' 301-103 C5 37004'48" 75.00 48.54 N62007'00"E 47.69' LEGEND ® SET AN ORANGE PLASTIC CAP (OPC) MARKED WITH LS 2253 ATOP A #5 REBAR ® FOUND A MONUMENT AS DESCRIBED XXXX DATAAS MEASURED DURING THIS SURVEY (XXXX) DATA PER THE PLAT OF PLAT OF MOUNTAIN VILLAGE EAST IV BY RICHARD F. BRYANT AND FILED AS CS08342 FWG FLUSH WITH GROUND [XXXX] CALCULATED DATA = 300 SERIES POINTS MONUMENT DESCRIPTIONS 100) #5 REBAR 0.1' UP 101) #5 REBAR 0.2' DOWN 102) #5 REBAR 0.5' DOWN 103) #5 REBAR 0.3' DOWN 104) #5 REBAR 0.1' UP 105) #5 REBAR 0.1' UP 106) #5 REBAR 0.2' DOWN 107) #5 REBAR FWG 300) SET AN OPC ATOP A #5X24" REBAR 0.1' ABOVE GROUND AT SOUTHERLY EDGE OF DECAYING STUMP, REBAR IS DRIVEN INTO A SOLID ROOT REGISTERED PROFESSIONAL LAND SURVEYOR O GON SCOTT C. FRESHWATERS JANUARY 15, 1987 2253 RENEWS 12/31/2023 FRESHWATERS SURVEYING INC. SCOTT C. FRESHWATERS PLS P.O. BOX 4524 SUNRIVER, OREGON 97707 541-593-1792 OFFICE AUGUST 21, 2023 CLIENT: JOHN PHEIF PROJECT NO. 11212 N 0 � 2>>70.