HomeMy WebLinkAboutSurvey 21212BOUNDARY SURVEY OF THE SOUTH AND EAST LINES OF TAX LOT 600 AS
DESCRIBED IN DEED 2017-046392 AND SITUATE IN THE NE 1/4 OF SECTION 8,
TOWNSHIP 22 S., RANGE 10 E., W.M., DESCHUTES COUNTY, OREGON
READ LOOP VARIABLE WIDTH STATUS UNCLEAR
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TAX LOT 22-1 - A O 0 08 0
00600
I S 89051'16" E 690.06' 103-102
I S 89027'35" E 690.02' (R4)
NOTE: THERE IS A GAP S 89050'48"E 660.03' 103-101, HELD
CSO4726 & R2 & R4
I HERE OF 1.29', SEE R1 - S 89°50'48" E 660' (R1, D1) BASIS OF BEARINGS
S 89050'48" E 630.03' 103-500 HELD FOR SOUTH LINE
I S 89050'48" E 630' (R1)
3
S 88052'16" E 75.88'
S 88028'58" E 75.89' (R4) 'N
103-104I O
I
LOT 7 LOT 6
I
S 89058'49" E 554.16' 104-500
S 89027'26" E 554.63' (R3)
PONDEROSA / / PINES
30 FOOT WIDE UTILITY EASEMENT
LOT 5
EAST
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NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO SET THE MISSING POINT AT THE
INTERSECTION OF THE RIGHT OF WAY OF DORRANCE MEADOW ROAD WITH
THE SOUTH LINE OF TAX LOT 600. TO DETERMINE IT'S POSITION I HELD
THE ORIGINAL 1/2" REBAR AT THE SOUTHWEST CORNER OF SAID TAX LOT
AND THE FOUND 1/2" DIA. REBAR FOR THE N. 1/16 CORNER THAT IS ALSO THE
TRUE SOUTHEAST CORNER OF TAX LOT 600. THE POINT TO SET IS ON THE
AFORESAID LINE AT A DISTANCE OF 630.03' FROM POINT 103 THUS GIVING
THE RIGHT OF WAY EXACTLY 30 FEET. NOTE THAT THERE IS A GAP OF
1.3' +/- BETWEEN THE SOUTH LINE OF TAX LOT 600 AND THE NORTH LINE OF
PONDEROSA PINES EAST. IT IS BEYOND THE SCOPE OF THIS SURVEY TO
TRYAND RECTIFY THIS SITUATION SO I CHOSE THE SURVEY TAX LOT 600 BY
HOLDING THE FOUND REBAR PER R1 ALONG WITH THE CALLS IN DEED 2017-046392.
LEGEND
FOUND A 1/2" DIA. REBAR UNLESS OTHERWISE NOTED
® SET AN ORANGE PLASTIC CAP MARKED WITH
LS2253 ATOP A #5X30" REBAR
FWG FLUSH WITH GROUND
XXXX DATAAS MEASURED DURING THIS SURVEY
(R1) DATA PER SURVEY CSO4726 BY HAWTHORNE &
CSO4794 BY PERRY (IDENTICAL BEARINGS &- DISTANCES)
(R2) DATA PER CSO4795 BY BUSSARD
(R3) PLAT OF PONDEROSA PINES EAST, CS08968
(R4) DATA PER CS19371 BY HARTMAN
N 1/16 CORNER NOTE: THERE IS A GAP
S.8/S.9 PER (R1) HERE OF 1.31', SEE R1 -
I CSO4726 & R2 & R4
°R' ('`°� FOUND & SET MARKERS
[---!N 89 5822 E 100) (R1) #4 REBAR 0.4 DOWN, 2 SOUTH OF BARBED WIRE FENCE
S 89050'48" E 30.03' 101) (R1) #4 REBAR AT EDGE OF CONCRETE 0.6 DOWN IN ASPHALT
30.00' V EAST OF THE CENTER OF DUAL YELLOW STRIPES
102) (R4) #4 REBAR 0.3' UP, 0.7' NW'LY OF NW CORNER RR TIE POST
103) (R1) #4 REBAR FWG 0.3' E & 0.8' N OF ROUND FENCE POST
104) CS18586, YELLOW PLASTIC CAP INSCRIBED WITH
"GEO LAND SURV. PLS 2070" ATOP A #5 REBAR 0.7' DOWN, 11'
NE'LY. OF N. FACE OF A POWER POLE
500) SET 0.3' DOWN, 16' W. OF EDGE OF PAVEMENT
REGISTERED
PROFESSIONAL
LAND SURVEYOR
YESHWATERS
ON
SCOTT C.
JANUARY 15, 1987
2253
RENEWS 12/31/2023
FRESHWATERS SURVEYING INC.
SCOTT C. FRESHWATERS PLS
P.O. BOX 4524
SUNRIVER, OREGON 97707
541-593-1792 OFFICE
OCTOBER 18, 2023
CLIENTS: GREG & MISHA WILLIAMS
PROJECT NO. 11227
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