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HomeMy WebLinkAboutSurvey 20335DESCH 1T COUNTY SURVEYOR FI LED �10,/ BY: SCALE: 1 "= 50' 5/8" REBAR / BOUNDARY SURVEY FOR A PORTION OF LOT 7 AND LOT 8, BLOCK 2 SECOND ADDITION TO WEST / ' , 1 /2" REBAR, NO CAP O2 NO CAP EAST 127.58'(R3) _ _ _ S89'57'40"E 127.58' — — — — — — — — / N89'57'40"W 157.97' 1 / 4 Ifol• JI PORTION OF HILLS LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 30, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, D ESCH U TES COUNTY, OR EGON I / I N89'57'40"W 120.27' EAST 120.00'(R1) r } �•� ��� /�`•L� LOT 7 AND All. '` ��,� Z N \ POR11ON OF 89 BLOCK 2 SECOND ADD. TO WEST HILLS .�tK LOT 8, a N \ 5/8 REBAR, BLOCK 2 LS` WITH YPC MARKED SECOND ADD TO ✓ N "PROP CORNER" 0 LOT 9, BLOCK 4 SECOND ADD. TO WEST HILLS NW VICKSBURG AVE. I LOT 10, BLOCK 4 SECOND ADD. TO WEST HILLS SURVEYOR'S NARRATIVE: WE WERE HIRED BY JIM CROWELL TO SET THE OUTER BOUNDARY MONUMENTS OF HIS PROPERTY WHICH IS A PORTION LOT 7, BLOCK 2 AND A PORTION OF LOT 8, BLOCK 2 OF SECOND ADDITION TO WEST HILLS. FOR THE NORTH RIGHT OF WAY OF VICKSBURG AVENUE, A LINE FROM LOCATION 1 TO LOCATION 2 WAS USED AND OFFSET 60.00 FEET MEASURED AT RIGHT ANGLES TO ESTABLISH SOUTH RIGHT OF WAY. FOR THE RIGHT OF WAY OF WEST HILLS AVENUE, A LINE WAS DRAWN FROM LOCATION 2 TO A POINT MEASURED 60.00 FEET AT RIGHT ANGLES FROM LOCATION 3 AND 60.00 FOOT OFFSET TO EASTERLY RIGHT OF WAY. FOR THE SOUTH LINE OF LOT 7 A LINE WAS FORMED FROM LOCATIONS 7, 8, 9 AND 10. FOR LOTS 5, 6 AND 7 THE LOT WIDTHS WERE PROPORTIONED BETWEEN LOCATION 7 AND LOCATION 10. THE FRONT LINE WAS PROPORTIONED BETWEEN LOCATION 4 AND LOCATION 6 AND THEN THE 20.00 WAS EXCEPTED OUT AS PER (R1). NO UNUSUAL CIRCUMSTANCES WERE FOUND DURING THE COURSE OF THIS SURVEY. LEGEND • FOUND MONUMENT AS NOTED 0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING." UNLESS NOTED OTHERWISE 1 /2" REBAR, NO CAP (R1) SURVEY OF LOT 7, BLOCK 2, BY JAMES E. 1 NO2 CAP BAR, EAST 240.04'(R3) 1 O 1 BUSSARD, PLS 599, DATED 12/13/1973, CS10480 _ S89'S7'40"E 239.94' f ! (R2) SURVEY OF LOT 8, BLOCK 2, BY JAMES E. BUSSARD, PLS 599, DATED 12/13/1973, CS10487 o !co F: �. co 1 m o (R3) WEST HILLS SECOND ADDITION, BY ROBERT L. j z COATS, PLS 3274, FILED 6/22/1966, CS10476 S89'57'40"E 130.21'- 110.21' I EAST 110.00 (R3) 20.00' EAST .-. J Irn 20.00'(R1) `- PORTION OF LOT 7, AND LOT 6, o o BLOCK 2 o w 0 SECOND ADD. TO psi.) o �0 WEST HILLS04 � p ( a <j! D 00 z (n (n 6 O 1 /2" REBAR, NO CAP WEST HILLS ,�$1144 \ p 1 EAST 110.00'(R3) L2----- N89'53'06"E 110.13' — �vlA� \\ $o. .(\I O � — —L5 — —4 N89'53'06"E 110.00'- — — — — — — \ \ RHO&. / `Lh� J \ �1 /2" REBAR, 00 •ham ``� 5/8" REBAR WITH YPC MARKED L4 •00. 94- 5°c��`�� WITH YPC MARKED zoo "PROP CORNER" "SCE&S" LOT 9, _ � LOT 10. BLOCK 2 � �! I BLOCK 2 SECOND ADD. TO � � SECOND ADD. TO 1 /2" REBAR, WEST HILLS � I WEST HILLS NO CAP 00 N EAST 127.58'(R3) v rn EAST 130.04'(R3) S8_9'58'19"E 127.16' S89'58'19"E 130.06' R=30.00 5/8 REBAR, L=70.11' NO CAP T= 70.52' A=133'54'30" NW TRENTON AVE. R=30.0' L=70.69' T=72.42' A--135' (R3) EAST 110.00'(R3) 5/8" REBAR, 9 NO CAP z Oa o 5/8" REBAR, 8 NO CAP _ 4 I LOT 11, BLOCK 2 SECOND ADD. TO WEST HILLS a W co 1. \\— 5/8 REBAR, NO CAP LOT 5, BLOCK 2 I SECOND ADD. TO WEST HILLS EAST 110.00'(R3) N89'53'06"E 110.13' EX. 12.00 5/8" REBAR, UTILITY NO CAP EASEMENT LINE TABLE LINE LENGTH DIRECTION L1 49.09' S24'02'27"E Ll (R1) 49.24' 523'57'45"E Ll (D1) 49.14' L2 90.12' N89'53'06"E L2(R1,R3) 90.00' WEST L3 70.00' 500'00'06"W L3(R1) 70.00' SOUTH L4 6.01' N68'02'40"E L4(R1,R2,D2) 6.00' S68'05'58"W L5 50.01' S89'53'06"W L5(R1,R2) 50.04' WEST (D1) WARRANTY DEED, BOOK 2013, PAGE 27983, D.C.O.R. FILED 7/02/2013 (D2) MEMORANDUM OF CONTRACT, VOLUME 167, PAGE 2962, D.C.O.R. FILED 7/18/1989 ® LOCATION NUMBER BASIS OF BEARING AND CONTROL. - BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). CPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SPECTRA PRECISION SP80. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLONDENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29 RENEWS: 12/31 /21 TITLE: PLAT OF SURVEY JOB N 0: 2527 SCALE: 1"=50' BY: ATT 10-16-2020 SHEET: 1 OF 1 725 NW HILL, BEND, OR 97703 541-389-6959 �$ 20335 2527—CROWELL-6-22-2020.dwg