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