HomeMy WebLinkAboutSurvey 21111LOT 37
BLOCK 20
Lo
LOT 38
BLOCK 20
(P) N49'0643"E 101.62'
N48°59'22"E 101.50'
(P) S89'5843"W 52.41'
N89°54'11 "W 52.70'-1
T S89°56'04"W 218.96'
I (P) S89'58'43"W 220.00'
S00°36'11 "W 60.05'
i (R2)SO034'57"W 60.10'
I
S89°55'22"W 220.00'
(P) S89'58'43"W 220.00'
S00°23'36"E 60.00'
LOT 14
BLOCK 21
N
of
LOT 39
BLOCK 20
(R1) N79°09'06"W 40.25'
(P) S80'0547"E 40.00'
S79'30'27"E 40.30'
5 0iS80 80.1(P, 83" w
16202 .8F''
547S0-0
0'62.A D 86
LOT 40
BLOCK 20
(R1) N68'12'34"W 21.29'
(P) S68'07'49"E 21.31'
,--S68°13'34"E 21.21'
0
(R1) S10'01'14"E 70.61' j
S10°22'55"E 70.61'---_l
S8Q° � � (P) S68'07'49"E 52.42'
108"l I S68°13'10"E 52.51'
" 168.17'
(P) s8p•
05 47 E 16 7 ats O9 O 8
N49°1254"E 95.20'
(P) N49°06'43"E 95.50'
,
-S89°55'22"W 74.81'
(P) S89-58'43"W 74.81'
LOT 15
BLOCK 21
(R2) S89-55.07"E 219.55' (R2) S89'55'07"E 195.07'
4 (P) EAST 220.00' 15 (P) EAST 193.52'
S89°54'21 "E 219.59' --S89°57'00"E 195.05'
LOT 17 LOT 16
BLOCK 21 0 � w BLOCK 21
NF=-M
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(P) N25'02'43"E 243.2
N25°06'48"E 242.8
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(P) EAST 60'
S89°46'18"E
[59.89'
16 1�
RECORD OF SURVEY
MIKE NANZER
LOT 15, BLOCK 21,
PLAT OF SECOND ADDITION TO WHISPERING PINES ESTATES,
LOCATED IN THE SE 1 /4 OF SECTION 15,
TOWNSHIP 16 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
LEGEND
• FOUND MONUMENT AS NOTED IN MONUMENT TABLE
O SET 5/8"X30" REBAR WITH YELLOW PLASTIC CAP
STAMPED "TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) BOUNDARY SURVEY BY DIRK P. DURYEE, PLS 65694,
FILED 05/17/2022, CS20814
(R2) BOUNDARY SURVEY BY DIRK P. DURYEE, PLS 65694,
FILED 05/22/2017, CS19354
(P) PLAT OF SECOND ADDITION TO WHISPERING PINES ESTATES BY
THOMAS H. BURTON, PLS 590, RECORDED 07/19/1968, CS10550
® MONUMENT NUMBER
NO.
MONUMENT TABLE
1
FD. 1 /2" REBAR NO CAP
2
FD. 1 /2" REBAR NO CAP, BENT SHOT AT SPIN POINT
3
FD. 5/8" REBAR NO CAP
4
FD. 5/8" REBAR NO CAP
5
FD. 1 /2" REBAR NO CAP
6
FD. 5/8" REBAR YPC -TYE ENGINEERING" PER (R1)
7
FD. 5/8" REBAR YPC "TYE ENGINEERING" PER (R1)
8
FD. 5/8" REBAR NO CAP
9
SET 5/8" REBAR x 30" LENGTH WITH YPC "TYE ENGINEERING"
10
FD. 1/2" REBAR NO CAP, BENT SHOT AT SPIN POINT
11
SET 5/8" REBAR x 30" LENGTH WITH YPC "TYE ENGINEERING"
12
SET 5/8" REBAR x 30" LENGTH WITH YPC "TYE ENGINEERING"
13
FD. 1/2" REBAR NO CAP, BENT SHOT AT SPIN POINT
14
FD. 1 /2" REBAR NO CAP
15
FD. 1 /2" REBAR NO CAP, BENT SHOT AT SPIN POINT
16
FD. 5/8" REBAR NO CAP
17
FD. 5/8" REBAR NO CAP
18
SET 5/8" REBAR x 30" LENGTH WITH YPC "TYE ENGINEERING"
19
SET 5/8" REBAR x 30" LENGTH WITH YPC "TYE ENGINEERING"
DESCHUMS cout-47V vEms'
u coo
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET THE MISSING CORNERS
OF THAT PROPERTY DESCRIBED IN STATUTORY WARRANTY DEED
DOCUMENT 2023-04438, DESCHUTES COUNTY OFFICIAL RECORDS.
THIS PROPERTY IS LOT 15 IN BLOCK 21 OF SECOND ADDITION TO
WHISPERING PINES ESTATES, DESCHUTES COUNTY, OREGON. WE
FOUND THE ORIGINAL MONUMENTS AT 8, 10, 15 AND 16. FOR
THE MONUMENTS AT 11 AND 12 WE HELD A LINE FROM THE
ORIGINAL MONUMENT AT 13 FOR THE RECORDED PLAT LENGTHS
OF 220.00 FEET AND 74.81 FEET, RESERVING 60.00 FEET FOR
THE RIGHT OF WAY OF ARID AVENUE AT MONUMENT 2. FOR THE
MONUMENTS 18 AND 19, WE SCALED AND ROTATED THE
RECORDED PLAT LENGTHS BETWEEN THE FOUND MONUMENTS AT
LOCATIONS 8 AND 16. THE SAME METHOD WAS APPLIED FOR
MONUMENT 9 FROM FOUND MONUMENTS 8 AND 10.
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
LOT 4 COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN
BLOCK 29 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.
SCALE: 1 "=60'
RENEWS: 12/31 /23
3109-Nonzer-Boundary-Survey.dwg