HomeMy WebLinkAboutSurvey 20399NW GALVESTON AVE.
80.00' RIGHT OF WAY
SCALE: 1'= 20'
FD. 5/8" REBAR
WITH YPC MARKED
FD. 5/8" IRON ROD FD. 1/2" IRON PIPE, EAST 140.22' (R3) "BAXTER LS2041"
WITH YPC MARKED NO CAP PER (R1) EAST 140.00' (R1) PER (R3)
"SCE&S" PER (R5) EAST 100' (R1) S89*53'56"E 140.35'
N89'54'52"E 99.91' _ _ _ 66.87' _ _ _ 73.48'
EAST 50' (R1) EAST 49.94' (R4) EAST 50' (R) EAST 40' (R1) i
EAST 50' (R1) EAST 50' (R1)
SFNF SFNF
LOT 3, I
I I � BLOCK 42 + �
I LOT 5 I LOT 4 I I I
LOT 2, LOT 1,
�I BLOCK 42 BLOCK 42 I
BLOCK 42
NORTHWEST TOWNSITE COMPANY'S
SECOND ADDITION TO BEND OREGON Q
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I FD. PK AND I FD. 5/8„ IRON ROD 1 co I I 1 I
WASHER I WITH YPC MARKED 1
PER (R5} "N45W LS79343" PER (R4) N
O I Z ( SFNF
I
37.32'�1 _ _ 102.78'
EAST 50� R
N89'59'56"E 49.88' N89'59'57"W 50.00' EAST 50' R1) { EAST 40' R1) ��
EAST 50' (R1) N89'58'46"W 49.92' (R4) ( � ( -FD. 5/8" REBAR
WITH YPC
N89'58'46"W 49.92' (R4) EAST 50' {R1,R2} S89'5957"E 140.10' ALLEY MARKED
EAST 140.00' (R1) 140.10' (R3) 15.00' WIDE "BAXTER LS2041"
— — — — — — — — — — — — — — — — — — — — — PER (R3)
LEGEND
FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC
CAP MARKED "TYE ENGINEERING" UNLESS
NOTED OTHERWISE
SFNF MONUMENT SEARCHED FOR, NOT FOUND
(R1) NORTHWEST TOWNSITE COMPANY'S SECOND
ADDITION TO BEND OREGON, BY R. GOULD,
PLS 0632, FILED 11-6-1912, CS08508
(R2) PLAT OF SURVEY, BY W.C. KAUFFMAN,
PLS 1031, FILED 11-20-1979, CS08564
(R3) BOUNDARY SURVEY, BY ROBERT BAXTER,
PLS 2041, FILED 4-13-1995, CS12154
(R4) RECORD OF SURVEY, BY DAVID CLONINGER,
PLS 79343, FILED 6-9-2015, CS18886
(R5) BOUNDARY SURVEY, BY ROBIN M TYE,
PLS 65719, FILED 6-12-2014, CS18717
LINE TABLE
LINE
LENGTH
DIRECTION
L1
18.05'
S89'56'10"W
L2
16.46'
N00'20'00"W
L3
11.50'
N89'38'31 "E
L4
47.90'
N00'20'07"E
LOT 10 LOT 11 LOT 12
BLOCK 42
� NORTHWEST TOWNSITE COMPANY'S �
SECOND ADDITION TO BEND OREGON
RECORD OF SURVEY
FOR
FOR LOTS 1, 2 AND 3, BLOCK 42, NORTHWEST TOWNSITE
COMPANY'S SECOND ADDITION TO BEND OREGON
LOCATED IN THE NW 1 /4 OF THE SE 1 /4 OF SECTION
31, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCH U TES COUNTY, OREGON
SURVEYOR'S NARRATIVE:
THE ORIGINAL PURPOSE OF THIS SURVEY WAS TO DO A LOT
CONSOLIDATION FOLLOWED WITH A LOT LINE ADJUSTMENT TO
CONSOLIDATE LOTS 1, 2 AND 3, BLOCK 42, NORTHWEST
TOWNSITE COMPANY'S SECOND ADDITION TO BEND OREGON.
THIS SURVEY WAS NEVER PERFECTED BY THE CITY OF BEND
AND DEEDS WERE NEVER RECORDED REFLECTING ANY
ADJUSTMENT TO THE PROPERTY LINES SHOWN HEREON. THIS
RECORD OF SURVEY IS BEING FILED FOR INFORMATIONAL AND
REFERENCE PURPOSES ONLY.
WE ESTABLISHED THE NORTH LINE OF LOTS 1, 2 AND 3
FROM 1 /2" PIPE AT THE NORTHWEST CORNER OF LOT 3 AND
A 5/8" REBAR WITH A YELLOW PLASTIC CAP MARKED
"BAXTER LS2041" AT THE NORTHEAST CORNER OF LOT 1. WE
HELD THE BEARING FOR THE SOUTH LINE BY HOLDING THE
5/8" IRON ROD WITH A YELLOW PLASTIC CAP MARKED
"BAXTER LS2041" AT THE SOUTHEAST CORNER OF LOT 1
AND THE 5/8" IRON ROD WITH A YELLOW PLASTIC CAP
MARKED "N45W LS79343" AT THE SOUTHWEST CORNER OF
LOT 4. WE HELD THE PLAT DISTANCE FOR THE SOUTH LINE
OF LOT 4 AND THE REMAINDER FOR LOTS 1, 2 AND 3 AS
SHOWN.
THE BASIS OF BEARING FOR THIS SURVEY IS THE CENTRAL
OREGON COORDINATE SYSTEM, SEE NOTE BELOW.
BASIS OF BEARINGS AND CONTROL
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 TOPCON
HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED
COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
RENEWS: 12/31 /21
DESCHUTES COUNTY SURVEYOR
FILED 1912-0 Z0 BY(: Dori la
� 20399