HomeMy WebLinkAboutSurvey 20554�oRo) PROPERTY LINE AAMSTME VT
�j5 PEAT RE between
D E S C H U T E S RIVE R
5g ((? CALLED Lot 15 & Lot 16, Block 3
13.58121W 235 56 (P) �\ "
"LAZY RIVER SOIITK
N'3.5g 21 E Z35 5�) t\ S1/16 COR. BETWEEN SEC. 13 & 14
DATE:•7106121 N88'46'00"E 314.00 (P,R1) � ��3�6 E 1 � FD. BLM BRASS CAP PER (BLM)
o _ _ _ _ _ _ _ _.� N 1 �I (HELD) Located in the SE114 SE1/4 Sec. 14,
SCALE- 1 = 100 0 1� T.21S., A ME., AM,
BESCBUTES COUNTY, OREGOW
OF
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0
1 1 PROZECT No. 247-19-000790-LL
S89'40'00"W 225.00 (P,RI)
ADJUSTED LOT 15
-------- 4.94 ACRES 1
�. 1
z 215,178 SF
(BEFORE & AFTER ADJUSTMENT) SURVEYOR'S NARRA 7l VE
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5 Deed Na 2021-39957 1 THE PURPOSE OF THIS SURVEY WAS TO ADJUST THE LINE COMMON TO LOT 15 (DEED No. 2011-37545) AND LOT
1 16 (DEED No. 2013-47230), BLOCK 3 OF LAZY RIVER SOUTH, PER COUNTY PROJECT No. 247-19-000790-LL. I
FOUND AND HELD A 3" BRASS CAP MARKING THE SOUTHEAST CORNER OF SECTION 14, T.21S, R.10E., WHICH IS
o THE INITIAL POINT FOR SAID SUBDIVISION. I HELD THE BLM BRASS CAP AT THE SOUTH 1/16 CORNER ON THE
EAST LINE OF SAID SECTION 14, AND HELD THE BEARING OF THIS LINE PER SAID PLAT AS MY BASIS. I HELD
PLAT DIMENSIONS FROM SAID SOUTHEAST SECTION CORNER FOR ALL SEGMENTS OF LOTS 15 AND 16, EXCEPT
1 THE 0.03 FEET EXTRA LENGTH WAS ADDED TO THE EAST LINE OF LOT 15, WHICH YIELDS THE CALCULATED
•-'�^ 1 DIMENSION FOR THE EASTERLY SEGMENT OF THE NORTHERLY LINE OF LOT 15. THIS MAP SHOWS LOCATIONS OF
FOUND 1/2" IRON RODS THAT WERE NOT HELD, AND ALSO A 5/8" IRON ROD PRESUMED TO HAVE BEEN SET IN
Cv
oCd (RI), BUT HAS BEEN DISTURBED AND ALSO NOT HELD.
0 0
LOT 16 to LOT 15 �4 / ^ ^ ^ 1 LOT 15 DRIVEWAY LOCATION IS SHOWN AS SURVEYED BY ME IN AUGUST 2019.
Deed No. 2021-39958 PLAT 1
R A
2,112 SF , p� MTHE CALLS E CORNE
R R SET
.4� / 24.37' ALONG LINE FROM
S85'29'00 "E 179.00 (p) �`� WESTERL Y CORNER, 1
rQ lel 49.79 - - ) (NOT FOUND) 1
g S � 129.21 �
�`33015�
�Qp i NFW pROp z .50
�.
FD. 1/2" IRON ROD REGISTERED
1 N012356 E 21.34 CPROFESSIONAL
v ♦ FROM SET HELD) CORNER 0 R/W LAND S U RVEYO R
ADJUSTED LOT 16 2�
3.76 ACRES
1V OREGON
163,718 SF � GRA1/EL -� �1 JULY26, 1989
(BEFCW & AFTER ADJUSTMENT) Q a ♦ DRIVEWAY JAMES D. PERRY
♦ T
v 2407
Deed Na 2021-39956 Q o� Q
RENEWS 12-31-2022
♦ � +�J ��s�F`y-� ' LEGEND
�--C� N��� � O m • FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED
o � �
oo�♦ 0�0- ^'• O SET 5/ 8" IRON ROD WITH "BAXTER SURVEYING" YELLOW PLASTIC CAP
\.IV MEASURED DIMENSIONS
�o �W �W W L� W
J� (C) CALCULATED DIMENSIONS
-� � P � (P) RECORD DIMENSIONS PER PLAT OF "LAZY RIVER SOUTH" BY JAMES BUSSARD, FILED 8/20/1968 AS CS07979
( LOT 15toLOT 16 o0 o Q o
27.00 M) Deed No. 2021-39955 '!�1 � z Z QD z (R1) RECORD DIMENSIONS PER SURVEY BY NORBERT VOLNY, FILED 310712006 AS CS16812
/ Z 112 SF - REDUCES R 1
RR10 ZONE /N LOT 15 Cb (R2) RECORD DIMENSIONS PER SURVEY BY NORMAN NEWTON, FILED 912411968 AS CSO4573
SET WITNESS CORNER ` 30 BY 1070 W FD. 5/8" IRON ROD DISTURBED, (BLM) RECORD DIMENSIONS PER "DEPENDENT RESURVEY, SUBDIVISIONS OF SECTIONS 1, 12, AND 13," T.21S.,
S70'04'10"E 27.00' FROM I N�Op4,�0 S8 X. M 1 .� WITH DAMAGED CAP (SET PER R1) R.10E., W.M., EXECUTED BY JOEL NERZBERG, COMPLETED 6/25/2014 AND OFFICIALLY FILED 3/02/2018
TRUE WEST CORNER BETWEEN 1 ly3> ` cV 3 S58'09'14"W 1.70' FROM CALC'ED EP WEST EDGE OF PAVEMENT RIVERVIEW DRIVE
LOTS 16 & 17; TRUE CORNER `36S8 0 1 POSITION OF ORIGINAL CORNER
LANDS IN RIVER (M, pi ` Z BETWEEN LOT 15 & LOT 16 - - - - - LINE TO BE ABANDONED
FD. 1/2" IRON ROD w (NOT HELD OR RE -SET)
N2132"W 4.83 FROM SET 1 o CURVE DATA IS TO CALC'ED POSITION
WITNESS CORNER (3.62' NE I co
OF PROP. LN., MEASURED AT LOT 17
RIGHT ANGLES; (NOT HELD) FD. 1/2" IRON ROD
S39 20'E 2.79 FROM I �,
PLAT CALLS FOR A WITNESS SET SE COR. LOT 16 0
CORNER SET AT 19.51 8(NOT HELD)
ALONG LINE FROM WESTERLY o
CORNER; FD. 1/2" IRON ROD o
IS 24.08' FROM CALC'ED v
TRUE CORNER _Lu
n o I j CURVE TABLE
rn n CURVE DELTA LENGTH RADIUS CHORD
C1 M 40'45'40" 175.98 247.36 N21'1527"E 172.29
C1 p 175.98 247.36
FD. 1/2" IRON ROD o I C2 M 10'12'23" 44.07 247.36 N0558'48"E 44.01
0.15 WEST OF `� ' O
CALC'ED R/W C3 M 3033'17" 131.91 1 247.36 N26'21'38"E 130.35
(NOT HELD) \ Z Z ��
14 ,1 SECTION CORNER,
- - - 3" BRASS CAP
23 24 (HELD) N8907'23"W 60.00 (M,P,R1) DESCHUT E-3- ,-UNTY Sun v
N89'02'05"W 60.15 (Mon to Mon)
I LED -, AYE P-L- Ki
PREPARED BY BARTER LAND SURVEYING, INC. A 0. BOX 7022 BEND, OR 97708 (541) 382-1962
2019099-PLA APP jdp
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