HomeMy WebLinkAboutSurvey 20617BOUNDARY SURVEY
LOT 11, BLOCK 15, BOULEVARD ADDITION TO BEND
LOCATED IN THE SE 1 /4 OF THE NE 1 /4 OF SECTION
31, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
I ( " 5/8REBAR
I WITH Y.P.C. MARKED 12
"BAXTER SURVEYING"
HELD �,�5�•
LOT 5, O6�' 9 1 /2" PIPE
/ BLOCK 15, \6'�c. 01o98t�NO CAP
BLVD AD;-
LEXINGTON AVE. TO BENDD- 0 998
,O Z
"� O •^p, L
\ h°� o •O`O 11
LOT 6, \ ,Z� oAj O� /
BLOCK 15,
/ \ BLVD ADD. TO BEND �A h°/ \
LOT 7, LOT 6, LOT 5, LOT 4, LOT 3, LOT 2, LOT 1, / 5/8" REBAR- 10
BLOCK 12, BLOCK 12, BLOCK 12, BLOCK 12, BLOCK 12, BLOCK 12, BLOCK 12, / WITH Y.P.C. MARKED BLVD ADD. BLVD ADD. BLVD ADD. BLVD ADD. BLVD ADD. BLVD ADD. BLVD ADD. Q-, cy� / "BAXTER SURVEYING" LOT 16,
! TO BEND ! TO BEND TO BEND ! TO BEND ! TO BEND ( TO BEND ! TO BEND ` 9 BLOCK 15,
O� O' � HELD BLVD ADD.
! ! ! ! ! ( ! p0LOT 7, „1 / / TO BEND
BLOCK 15,
BLVD ADD. TO BEND
• `� / IN,
SCALE: 1"=40' / Ap ��'� •^�h/ \ ryo°O� LS51'31'S8"E
� ^�`b �, p°o° 15.00'
Och LOT 8, p ° '� / cv �.O°� \
BLOCK 15, \ h . p O • LOT 15,
14 BLVD ADD. TO BEND � �4) •�"b / /0 ,00 A:° \ \ BLOCK 15,
. TO BEND
ALLEY s �^� -- -- -- 000, /
/ LOT 14,
1" SQUARE BAR LOT 9 BLOCK 15,
NO CAP / / rev BLVD ADD. TO BEND \ /
BLOCK 15, \ �l• 8 \
/ BLVD ADD. TO BEND /°/• \ "
! LOT 17, ! LOT 18, \ \ ��L O�`•w 1 \ 5/8 REBAR \ /
LOT 16, BLOCK 12 BLOCK 12, / \ " PIPE�"�/h0;.5�� �Q` p 1 WITH Y.P.C. MARKED
BLOC! BLVDKADD. ! BLVD ADD. BLVD ADD. , Gj� / 1 NO CAP ^�� pO,�y�, Lh 45NW" /
TO BEND TO BEND TO BEND hy; `� 0� 13 / HELD �``��"��
o \
LOT 10, / � / h LOT 13, �
rev h"�' J ►� S,. BLOCK 15, O \ �P
BLVD ADD. TO BEND \ 17 / Q� 7 \ BLVDKA D'. TO BEND
LOT
BLOCK 01S 'O J l o 041 O° �Oti 06 LOT 12, \
. O h ^0 O• 4v BLOCK 15,
BLVD ADD. TO BEND A9. � �'0^�°` BLVD ADD. TO BEND \ 5 8" REBAR
SEE DETAIL 16 ��� WITHY.P.C. MARKED
15 (D/
i S89'54'43"E 76.68' O ` i "45NW"
S89054'43"E 128.42' �-3 �4 - - - -
S89'54'38„w 235.24' �• h EAST 127.90 (R1) O /
EAST 235.34' (R1) 2A j �'
h •'
WEST 235.33' (R2) 6�0�S ���•.ltK /
1 /2" REBAR h
5/8" REBAR NO CAP' 0 �L��' '
WITH Y.P.C. MARKED 0 h�` S89 54 43 E 19.13
"SCE&S" HELD 6 r<v �pti
SE CORNER OF LOT 13, KINGSTON AVE. ���
BLOCK 12
i
/ O 1 /2" REBAR
NO CAP, NOT HELD
\ 1 /2" REBAR
NO CAP, HELD
E f: IVEYOR
FILLED "?
N38'34'E 1.61' (R1)
N38.28'02"E
1.45'
------------
DETAIL
SCALE: 1 "=4'
LEGE.2
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) BOULEVARD ADDITION TO BEND, BY ROBERT COULD, PLS
00632, FILED 7/2/1912, CROOK COUNTY RECORDS CS05963
(R2) BOULEVARD ADDITION BLOCK 12 LOT 13,
BY MICHAEL W. TYE, PLS 01046, FILED 5/8/1990,
CS05994
(R3) BOULEVARD ADDITION BLOCK 15 LOT 13 ,
BY DAIVD A. CLONINGER, PLS 79343, FILED
12/13/2016, CS19267
(R4) BOULEVARD ADDITION BLOCK 15 LOT 5,
BY ROBERT E. BAXTER, PLS 02041,
FILED 6/19/2013, CS18540
(D1) WARRANTY DEED 2001-58791
RECORDED: 11 /29/2001
DESCHUTES COUNTY OFFICIAL RECORDS
(C) CALCULATED
RVEYOR'S NARRATIVE.
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING CORNERS FOR LOT 11
BLOCK 15 OF BOULEVARD ADDITION TO BEND OREGON. THE EASTERLY RIGHT
OF WAY LINE OF UNION STREET WAS ESTABLISHED BY HOLDING LOCATION 12
TO A POINT 60.00 FEET MEASURED AND PERPENDICULAR ANGLES TO
LOCATION 1 AS SHOWN. THE NORTH RIGHT OF WAY LINE OF KINGSTON AVENUE
WAS ESTABLISHED BY HOLDING LOCATION 1 TO LOCATION 4. LOCATION 4 WAS
ESTABLISHED BY HOLDING LOCATION 5 TO A POINT 15.00 FEET MEASURED AT
RIGHT ANGLES FROM LOCATION 10 SHOWN AS LOCATION 9. LOCATIONS 7 AND
8 FIT WELL WITH THIS LINE AND LOCATION 4 WAS ESTABLISHED BY HOLDING
THE RECORD PLAT DISTANCE OF 89.64 FEET TO THE SOUTHWEST CORNER OF
LOT 12 (ALSO LOCATION 4). THE 1 /2" IRON ROD AT LOCATION 6 WAS BENT
AND NOT HELD PER THIS SURVEY. LOCATION 16 WAS ESTABLISHED BY
HOLDING THE RECORD DISTANCE OF 50.00 FEET FROM LOCATION 17 ALONG
THE ALLEY RIGHT OF WAY. LOCATION 13 WAS ESTABLISHED BY A
PROPORTIONATE METHOD FROM LOCATION 2 TO LOCATION 12.
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 RIPER 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
cn
cs I o 6 17.0
2766-LEWELLEN BOUNDARY-8-18-2021.dwg