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HomeMy WebLinkAboutSurvey 20750MAP OF SURVEY LOTS 23-26 IN BLOCK 40 OF HILLMAN LOCATED IN THE NW114 OF THE SW114 OF SECTION 16, T14S, R13E, W.M., DESCHUTES COUNTY, OREGON 30' 30' ��G 30' 30, I (N89'50'24"W N 260.98)R4 j Lo (N89'58'41 "W N 260.98)R2 (260, 00)R 1 S89.54'06 "E - 260.28 (VACATED PORTIONS NOT SHOWN) M N CENTRAL AVENUE (260.00)R 1 �- S89.54'06"E N 260.28 - L7 S89'54'06 "E N 100.14 S89'54'06 "E N 100.14 R L8 (100.00)R1 (100.00)R1 , I cc rn rn d- d- U-i N p'� d Lii � I to(100.00)R 1 S89'53'45 "E N 100.12 I M `f I °' °' 0 °' rn po v- a z w� ZIj oZLu o Cr- oW to I Z� tow wo J Pul)l �:. p� min o 0 0� �' o 0 0 0 d o • o o • o o Z Z Z Z Z Z Z o (100.00)R 1 S89°53'33"E N 100.11 I I o N rn rn I � oi w u Lo to �o o� I o a o 0 0 I L5 S89°53 13"E 0)R 100.10 '� S89`53'1 "E 0)R 100.10 L6__ �'`- -- S89'53'13"E N 260.20 c) ; (260.00)R 1 C AVENUE S89.53'13"E N 260.20 - o (260.00) R i o tn { 30' 30' 30' 30' pG� 1�1 LINE TABLE NUMBER BEARING DISTANCE L 1 N00.05' 11 "E 30.00 (30.00)R 1 L2 N00'05' 11 "E 35.00 35.00)R 1 L3 N00'05'46 "E 30.00 (30.00)R 1 L4 N00°05'46"E 35.00 35.00 R1 L5 S89'53'13"E 30.00 30.00 R 1 L6 S89'53' 13 "E 30.00 30.00 R 1 L7 S89054'06 "E 30.00 30.00)R 1 L8 S89'54'06 "E 30.00 30.00)R 1 SCALE 1" = 50' 0 25 50 100 FT. LEGEND • FOUND 1/2" IRON PIPE OF UNCLEAR ORIGIN. HELD AS CENTER LINE INTERSECTION BY COMMON REPORT © FOUND 314" IRON PIPE OF UNCLEAR ORIGIN. HELD AS CENTER LINE INTERSECTION BY COMMON REPORT. O FOUND 3/4" IRON PIPE PER CS07542 BY E.G. MANSFIELD DATED 0711111978. Q SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527". L 1 LINE DESIGNATION - REFER TO TABLE FOR DATA. ------- DIMENSION LINE. ( )R1 RECORD DATA PER PLAT OF HILLMAN (CS07529) BY F.H. MAY DATED 1112211909. ( )R2 RECORD DATA PER CS07542 BY E.G. MANSFIELD DATED 0711111978. ( )R3 RECORD DATA PER CS07548 BY ROBERT R. POVEY DATED 0712211981. ( )R4 RECORD DATA PER CS07541 BY ROBERT R. POVEY DATED 0711311982. BASIS OF BEARINGS BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION" AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS. BASE LATITUDE: 44'21 ' 1 1.51166" N. BASE LONGITUDE. 121.11 '01. 78700" W. ASSUMED BASE NORTHING: 5000.00 FT. ASSUMED BASE EASTING: 5000.00 FT. ELLIPSOID: WGS84 SCALE: 1.0001336659 PROJECT HEIGHT. 2801.62 FT NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO LOCATE THE BOUNDARIES OF LOTS 23-26 IN BLOCK 40 OF HILLMAN AS DESCRIBED BY WARRANTY DEED INSTRUMENT NO. 2021-62315 OF DESCHUTES COUNTY OFFICIAL RECORDS. RESEARCH OF RELEVANT SURVEY RECORDS IN THIS AREA REVEALED THE ORIGINAL PLAT OF HILLMAN (CS07529), CS07542, CS07548 AND CS07541. MONUMENTS WERE FOUND AT THE STREET INTERSECTION CENTER LINES SURROUNDING BLOCK 40 AS SHOWN HEREON. THE 314" IRON PIPE FOUND AT 4TH STREET AND CENTRAL AVENUE WAS SET PER CS07542. RECORD SURVEYS IN THIS AREA INDICATE FINDING THE REMAINING CENTER LINE MONUMENTS "PER MANSFIELD" HOWEVER THEIR ORIGIN IS UNCLEAR. ALL MEASUREMENT FIT WELL WITH ORIGINAL PLAT DATA SO I HELD ALL OF THE FOUND INTERSECTION MONUMENTS BY COMMON REPORT. RECORD STREET RIGHT-OF-WAY WIDTHS WERE APPLIED TO ESTABLISH THE CORNERS OF BLOCK 40. PROPORTIONATE METHODS WERE THEN USED TO CALCULATE THE LOT CORNERS AS SHOWN. MONUMENTS WERE SET ACCORDINGLY TO DEFINE THE EXTERIOR CORNERS OF LOTS 23-26. REGISTERED PROFESSIONAL LAND SURVEYOR C E$ COUNTY SURVEYOR PeAXNN).:20a�� 01/15/22 b 2 G9 2 0 ZZ Ely; � fi 1 ✓1. S OREGON AXY 25, 1991 JERRY D. STICKER 2527 :l RENEWS 6130122 P1.6 N 0