HomeMy WebLinkAboutSurvey 21430BOUNDARY SURVEY
NORTHWEST TOWNSITE COMPANYS FIRST ADDITION BEND
LOT 14,15,16.+PT.13, BLOCK 4
LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
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ADDITION BEND
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BLOCK 4
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N89'55'05"W 99.67' (R3)
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16.00'
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S89'S8'37"E 185.00' I . 5
EAST 185.00' (R1) 00
185.00' (R2) 00
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FIRST ADDITION BEND �, PO
S� N z z I LOT 1415 16.+PT.13 BLOCK 4 `�' LO
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EASTERLY 10 FEET I I 0
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OF LOT 10 PT OF j LOT 14 j LOT 15 j LOT 16 e—
LOT \ 13 (R1) (R1) (R1) _
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185.00' (R2) W O
125.00 (R5) I EAST 185.00' (R1) I Z (0
S89'S8'37"E 125.44' _ — -! I S89'58'37"E 185.00' I ! O
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MON. ® MONUMENT DESCRIPTION
1 3/4" IRON PIPE, NO CAP
2 1/2" IRON PIPE, WITH NO CAP S46-35E 0.24' OF CALCULATED
POSITION.(NOT HELD)
3 3/4" IRON PIPE, NO CAP
4 2" IRON PIPE
5 SET 5/8" REBAR WITH YPC "TYE ENGINEERING-
6 SET 5/8" REBAR WITH YPC "TYE ENGINEERING"-N00'15'36"W 1.00' FROM _
ACTUAL CORNER— FENCE LOCATED AT CORNER -
02=11UM COUM SET 1" COPPER PLUG MARKED "TYE ENGINEERING" IN
7 SIDEWALK—SO0'15'36"E 3.00' FROM ACTUAL CORNER— FENCE LOCATED AT
CORNER F;= JZ//0/z�ZBY. ® i / MVU09R
8 1/2" IRON PIPE WITH YPC MARKED "POVEY" NJ ww
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) NORTHWEST TOWNSITE FIRST ADDITION ,
BY R.A. HARROWER, FILED 1 /1 /1912, CS08490
(R2) RECORD OF SURVEY
NORTHWEST TOWNSITE FIRST ADDITION BLOCK 4 LOTS 14-16,
BY JOHN H. EATON, PLS 00252, FILED 7/22/1961, CS08503
(R3) PROPERTY LINE ADJUSTMENT
NORTHWEST TOWNSITE FIRST ADDITION BLOCK 4 LOTS 1 & 2
LL 00-425, BY ROBERT R. POVEY, PLS 01652, FILED
12/4/2000, CS14289
(R4) RECORD OF SURVEY
NORTHWEST TOWNSITE FIRST ADDITION BLOCK 4 LOTS 12 & 13,
BY JOHN H. EATON, PLS 00252, FILED 6/1 /1963, CS08496
(R5) RECORD OF SURVEY
NORTHWEST TOWNSITE FIRST ADDITION BLOCK 4 LOTS 12 & 13,
BY JOHN H. EATON, PLS 00252, FILED 9/4/1979, CS08501
(D1) WARRANTY DEED 2020-19289
RECORDED 4/29/2020
® LOCATION NUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET THE
OUTER BOUNDARY MONUMENTS OF THE ANTIOCH
CHURCH PROPERTY LOCATED ON LOTS 14, 15, 16
AND A PORTION OF LOT 13, BLOCK 4 NORTHWEST
TOWNSITE COMPANY'S FIRST ADDITION BEND.
FOR THE SOUTH LINE WE HELD A LINE FROM
MONUMENT 3 TO MONUMENT 1 AND HELD THE
RECORD DISTANCE OF 185.00 FEET. FOR THE EAST
LINE WE HELD A LINE FROM MONUMENT 1 AND
MONUMENT 8 AND HELD THE RECORD DISTANCE OF
119.84 FEET FROM POVEY'S SURVEY (R3), AS IT
WAS THE MOST RECENT EVIDENCE OF THE
MONUMENT'S LOCATION. AFTER REVIEW OF
MONUMENT 2, IT WAS DETERMINED THAT IT HAD
BEEN MOVED SINCE THE RECORDING OF POVEY'S
SURVEY (R3) OF WHICH WE HAVE DETERMINED TO
BE SOUTH 46' 35' EAST 0.24 FEET. FOR THE NORTH
LINE, WE HELD THE BEARING PARALLEL TO THE
SOUTH LINE AND RECORD DISTANCE OF 185.00 FEET
(R1) WAS HELD. NO OTHER ISSUES WERE FOUND
DURING THE COURSE OF THIS SURVEY.
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 SP80
SPECTRA 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.
RENEWS: 12/31 /25
214a0
3160 — Antioch Church topo and boundary-10-8-2024.dwg