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HomeMy WebLinkAboutSurvey 21064BOUNDARY SURVEY FOR LOT 17, BLOCK 5, MILL ADDITION LOCATED IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OR EGON NW McKAY AVE. SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO SET THE PROPERTY CORNERS FOR LOT 17 BLOCK 5 OF MILL ADDITION TO BEND. FOR THE NORTHERLY RIGHT OF WAY OF NW GILCHRIST AVENUE WE HELD A LINE FROM MONUMENT 4 TO 60.00 FEET FROM MONUMENT 2 MEASURED AT RIGHT ANGLES. FOR THE 12.00 FOOT ALLEYWAY RIGHT OF WAY WE HELD MONUMENT 6 AND 7 AND FROM 12.00 FEET FROM MONUMENT 5 MEASURE AT RIGHT ANGLES. FOR THE WESTERLY RIGHT OF WAY OF RIVERFRONT STREET WE HELD MONUMENT 9 TO MONUMENT 13. WE OFFSET THE LINE 40.00 FEET AND INTERSECTED THIS WITH THE RIGHT OF WAY OF GILCRIST AT CALCULATED LOCATION 20 AND THE ALLEYWAY AT CALCULATED LOCATION 19. WE THEN PROPORTIONED THE LOT FRONTAGES HOLDING MONUMENT 4 AND CALCULATED LOCATION 20 WE HELD RECORD(R1) AS WELL AS ALLEYWAY FRONTAGE HOLDING MONUMENT 5 AND CALCULATED LOCATION 19. WE CHECKED INTO ADJOINING MONUMENTS AS SHOWN AND MEASUREMENTS FIT WELL WITH THE PLAT. DESCHUTES COUNTY SURVEYOR FiLLQ O3 ZOZ3 BY: Coll r✓Is SCALE: 1 "=30' S89'55'23"W 120.00' (TIE ONLY) 14 1 \ I I { I 10) N I I { I O LOT 1, LOT 2, LOT 3, LOT 4, LOT 5, : o LOT 6, LOT 7, LOT 8, LOT 9, BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 MILL MILL MILL MILL MILL O = MILL MILL MILL MILL ADDITION I ADDITION I ADDITION I ADDITION I ADDITION I0 ADDITION I ADDITION ( ADDITION I ADDITION 0 I O z 10 I I I I \ \ S00*0516"E 12.00' (TIE ONLY) S 9'S5'39"E \ 13 \ \ EAST 120.01'(R3) 39.94(R3) \ \ EAST 120'(R1,R2) 6 (R1S0 R2)7 LOT 11, \ �, » TIE ONLY O » o BLOCK 9 \ — — — _ — — — — V. N89 42 55 W 120.00 ( ) — S89 42 55 E \ MILL •�6'` \ EAST 134.64'(R1,R2) ALLEY WAY(GRAVEL)40.00' ADDITION \ \ \ N89'42'55"W 134.64' 241 5 — 12 \\ 19 23 I N89 42 55 W N89'42 55 W O \ \ 40.00 40.00 \ \ \ EAST 40'(R1,R2) EAST 40'(R1,R2) LOT 12, \ S89'55'31 "E S89'55'31 "E BLOCK 9 \ \ 39.91'(R3) 39.92'(R3) MILL ADDITION \ \ \ 40 OD O I { \ NN. LOT 19, p LOT 179 N BLOCK 5 I I BLOCK 5 I I - J MILL a' MILL � o \ 11 \\ 2 \ ADDITION o - ADDITION N o to D1 LOT 13, \ \ \ 'Z \ = N �p = 00 BLOCK 9 o ~ MILL \ p\ \ c9 ��i 0 0 O 0 0 z ozo I I ADDITION i\ W. \ I I o Z z LOT 18, Z LOT 16, ( LOT 15, I \ \ �� \ BLOCK 5 BLOCK 5 BLOCK 5 , MILL ADDITION EAST MILL ADDITION MILL ADDITION \ O o \ 40 (R1,R2,R3) EAST EAST LOT \ \, 40'(R1,R2,R3) 40'(R 1,R2,R3) BLOCK 9 N89'55'38"W MILL A10" 1 — — — — \ 39.97'(PR)__ 39.97'(PR) 39.97'(PR) JL ADDITION \ \ �z \.�, — — — — 20 ' N89'55'38"W 90.14'(PR) �j - N89'55'38"W 79.94' \ +D\ �� EAST 90.19'(R1,R2) 21 22 " 4 \\ �N o 1 S00 07 26 E 3.00 \ 0� C5 I PAVED PED. PATH \\ \ \ MI \ \ of \ \ ZI LOT 1, BLOCK 10 \ \ S89046'03W 65.91MILL ' i ADDITION \ \ N90'00'00"W 65.95'(R4) 01/ EAST 65.95'(R1,R2) tk �,yh 'g� \ LOT 1, SEE MONUMENT DETAIL ! \\ \ BLOCK 6 �p1 <o MILL G) - _A I ADDITION NW GILCREST AVE. EAST 200.00'(R1,R2) S89'24'52"W 199.54' LOT 2, LOT 3, LOT 4, LOT 5, BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 MILL MILL MILL MILL ADDITION ADDITION ADDITION ADDITION 13 ��i� S21 °55'08"E 43.06' N22'00'00"W 43.06'(R5)�J 12 �O N22'00'W 43.14'(R1,R) O -33 S21'31'06"E 43.00'----.� -)3 -)3 N22.00-W 43.14'(R1,R2) 11 N22'00 00 W 43.06 (R5) S23'21'38"E 43.09' N22'00'W 43.14'(R1,R2) 10 N22'00'00"W 43.06'(R5) \ S21.47'56"E 177.37' N22'00'W 179.89'(R1,R2) \ i MONUMENT DETAIL 0� SCALE: 1 "=100' -(D3 LOT 6, BLOCK 6 MILL ADDITION RENEWS: 12/31 /23 BASIS OF BEARING: BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SPECTRE PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29. LEGEND • FOUND MONUMENT IN MONUMENT DESCRIPTION TABLE Q SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" UNLESS NOTED OTHERWISE ❑ SET MAGNAIL AND 1" WASHER STAMPED "TYE ENGINEERING" (R1) MILL ADDITION TO BEND, BY ROBERT B. GOULD, PLS 00632, RECORDED 11 /04/1915, CS08248 (R2) MILL ADDITION AND DESCHUTES ADDITION, LAVA ROAD ADDITION, AND PARTS OF PARK ADDITION AND BEND TOWNSITE, BY ROBERT B. GOULD, PLS 00632, DATED 3/1920, CS16410 (R3) MILL ADDITION BLOCK 5 LOT 15 BOUNDARY SURVEY, BY JAMES D. PERRY, PLS 02407, FILED 2/27/2020, CS20148 (R4) MILL ADDITION BLOCK 6 LOT 1 BOUNDARY SURVEY, BY JOHN K. LUCEY, PLS 78048, FILED 3/5/2021, CS20466 (R5) MILL ADDITION BLOCK 9 LOT 12 BOUNDARY SURVEY, BY GARY L. DEJARNATT, PLS 02208, FILED 3/22/1989, CS08266 (D1) BARGAIN AND SALE DEED, 2002-22748 RECORDED 4/25/2002, DESCHUTES COUNTY OFFICIAL RECORDS (PR) PROPORTIONED MON MONUMENT DESCRIPTION 1 5/8" REBAR, WITH YPC MARKED "N45W" 2 1 /2" IRON PIPE N)383759.4313 E)328908.9962 3 5/8" REBAR WITH YPC ILLEGIBLE 4 5/8" REBAR, WITH YPC MARKED "BAXTER" 5 5/8" REBAR, WITH YPC MARKED "BAXTER" 6 1 /2" IRON PIPE 7 1 /2" IRON PIPE 8 NOT USED 9 5/8" REBAR, WITH YPC MARKED KERN LS 1081"-NE CORNER OF LOT 3, BLOCK 10, MILL ADDITION (SEE DETAIL) 10 5/8" REBAR WITH NO CAP, N68-00.14"E 0.61' FROM HELD LINE (SEE DETAIL) 11 5/8" REBAR WITH YPC MARKED "DEJARNATT LS 2208% S68-00-14"W 0.42' FROM HELD LINE (SEE DETAIL) 12 5/8" REBAR WITH YPC MARKED "DEJARNATT LS 2208" (SEE DETAIL) 13 5/8" REBAR WITH NO CAP (SEE DETAIL) 14 IRON BAR N)384051.2032 E)3289448.7129 15 NOT USED 16 NOT USED 17 NOT USED 18 NOT USED 19 SEARCHED FOR, NOT FOUND CALCULATED POSITION 20 SEARCHED FOR, NOT FOUND CALCULATED POSITION 21 SET MAGNAIL/1" BRASS WASHER STAMPED "TYE ENGINEERING", S00.07'26"E 3.00' FROM ACTUAL PROPERTY CORNER (EX. FENCE POST) 22 SET 5/8" REBAR, WITH YPC MARKED "TYE ENGINEERING" 23 SET 5/8" REBAR, WITH YPC MARKED "TYE ENGINEERING" 24 SET 5/8" REBAR, WITH YPC MARKED "TYE ENGINEERING" C" 3069 - Mayer Bdry-Topo on Gilchrist Ave-2-6-2023.dwg 21064