HomeMy WebLinkAboutSurvey 20292BOUNDARY SURVEY OF LOT 2 IN BLOCK 3 OF GLENWOOD
N ACRES AND LOT 2 IN FIRST ADDITION - GLENWOOD
630 2°6"F ACRES SITUATE IN THE NW 1 /4 OF SECTION 2 IN TWP.
2
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�• 22 S., RANGE 10 E.W.M., CITY OF LA PINE, DESCHUTES
LOT 14) �41 ^
COUNTY, OREGON
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&� V_S S. *0��' -
r °N { l(Ns 4�35.. `963°� �ry�ry �p3
0 60 2 S 63°20 °2F=�
1
9°F 36 LOT 1
,l = 60' ° LOT 2 '?39} 9 �0,
WN
( 63°38' ', yo1�� S 63°4�,
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63°23�?'�22�os ti 322'F ?820 , 34735,E CUI'VG Table
9 F2190 �) 2 °^��cb o^ 2s2Os, 28�) 6 F3o 00• Z
•91 ryco� * CURVE DELTA RADIUS ARC 1 BEARING HORIZ DIST
ryco��
C1 90°19'37„ 30.00' 47.30, S71 °28'14' W 42.55'
O ppp �_ o o C2 71 10'37" 25.89' 32.16 S61 53 37 W 30.13
Al LOT 2 �° p3 � o (C 1) 90000,001,30.00
63°38, p ^ N (C2) 81036' 30.00'
(N63° S9" GZ
O ci M ! ? p3, S 630 o co°' G� p`l,
•0) (S638s9„ w �' T NARRATIVE
/ 22' �25 ry ^ p° HF 0 THE PURPOSE OF THIS SURVEY WAS TO SET THE MISSING CORNER MONUMENTS OF BOTH
O V �250) °�,`� o`y� /�F Ty/SFERSN/p LOTS 2 AS SHOWN. TO DETERMINE THE POSITION OF THE SOUTHEAST AND NORTHEAST
°ry F �OTq <<FT CORNERS OF LOT 2 IN BLOCK 3 I TOOK THE AVERAGE BEARING AS MEASURED BETWEEN
O7-0
O ry °� cO ROM T SqE r MONUMENTS 108 & 107,107 & 106 AND 106 & 105 AND PROJECTED THAT BEARING ALONG
_ / �p�qT lNge`R WITH THE AVERAGE MEASURED DISTANCE BETWEEN THE ABOVE LISTED MONUMENTS TO
DETERMINE THE EAST CORNERS OF LOT 2 IN BLOCK 3. 1 HELD SET MON. NO. 800 AS
LOT 3 p / ` THE P.I. OF CURVE 1 AND PROJECTED THE LINE FROM MON. 100A THROUGH IT WHILE
\ HOLDING THE RECORD SEMI -TANGENT DISTANCE OF 30 FEET TO CALCULATE CURVE 1.
CURVE 2 WAS PROBLEMATIC IN THAT THE FOUND MON. 104 WAS INTENDED TO BE THE
PT OF CURVE 2 WHICH WILL NOT WORK. SO, IN ORDER TO CLOSELY ADHERE TO THE ORIGINAL
DESIGN OF THE CURVES I CALCULATED A TANGENT REVERSE CURVE WITH A RADIUS OF
25.89 FEET AS OPPOSED TO THE PLAT RADIUS OF 301. **THIS SOLUTION NECESSITATED THE
LENGTHENING SOUTHWARD OF THE EAST LINE OF LOT 1 IN BLOCK 3 BY 26 FEET.
BASIS OF BEARINGS BI \ N rycO / THE POINTS ON THE NORTH AND SOUTH LINES OF COMBINED LOTS 2 WERE SET BY
_ / INTERSECTING SAID LINES BY PROJECTING A LINE PERPENDICULAR TO THE NORTH LINE OF
THE BEARINGS ARE BASED ON THE OREGON COORDINATE cj O•
\ LOT 2 GLENWOOD ACRES FROM MON. 109 AND SETTING MONS. 805 & 806 AT THOSE INTERSECTIONS.
\
REFERENCE SYSTEM, BEND-KLAMATH FALLS ZONE USING \ /
,` Q` LOT 4 THE FOLLOWING PARAMENTERS: �.• \ Kph O / LEGEND
TRANSVERSE MERCATOR PROJECTION / \
O \ � / SET AN ORANGE PLASTIC CAP MARKED
NORTH AMERICAN DATUM OF 1983
WITH LS2253 ATOP A #5X30" REBAR UNLESS
LATITUDE OF GRID ORIGIN; 41°45'00" N O OTHERWISE NOTED
CENTRAL MERIDIAN: 121 45 00 W / O O FOUND A 1/2" DIA. REBAR UNLESS OTHERWISE NOTED
FALSE NORTHING: 0.000 M \ Q / (XXXX) DATA PER THE PLAT OF GLENWOOD ACRES
FALSE FASTING: 80,000.000 M / \ ^b` O CS07293 AND/OR THE PLAT OF FIRST ADDITION -
CENTRAL MERIDIAN SCALE: 1.000200 o�• .�
LOT 5 \ ry o / GLENWOOD ACRES CS07294
\ N rye'
ry Z XXXX DATA PER SURVEY CSO4775 BY EDGAR GRAVES
/ \v ,ryV ?o {XXXX} DATA PER SURVEY CS20106 BY ERIK HUFFMAN
/ \ ryco ry FWG FLUSH WITH GROUND
\ Z XXXX DATA AS MEASURED
MON. MONUMENT
\ MONUMENT DESCRIPTIONS
LOT 6 \ yo. o� , 100A) CS20106 BECON ORANGE PLASTIC CAP FWG ON A #5 REBAR
Epp o`�'0 101) CS07294 #5 SMOOTH BAR 0.2' UP
\ / 102) CS07294 #5 SMOOTH BAR 0.5 UP IN OLD WOODEN FENCE LINE
o 103) FWG \ ^D4 cn °' / 104) 1.1 DOWN IN GRAVEL DRIVEWAY, 10 W, LY. OF PAVEMENT
cyco ry 105) FWG
106) 0.4' UP, TOP BENT SE'LY., MEASURED TO VERTICAL ENTRY
107) 0.2' DOWN
\ co
/ 108) 0.2 DOWN
/ 109) FWG
\ ? _ 800) SET 0.1' DOWN
LOT 7 \ / 801) SET FWG
.� 802) SET 0.1' DOWN
N° / 803) SET MAG NAIL THROUGH BRASS WASHER STAMPED
WITH LS2253 FLUSH IN ASPHALT
804) SET 0.3' DOWN
\ �: o• 805) SET 0.1' DOWN
4u� 806) SET IN FENCE LINE 0.3' DOWN
.CV REGISTERED REGISTERED FRESHWATERS SURVEYING, INC.
\ \ ry�cy PROFESSIONAL SCOTT C. FRESHWATERS, PLS
\ _ rFLAN1�pSURVEYOR
\ � P . O . BOX 4524
�p`b �, UNRIVER, OR 97707
D SCHUTES COUNTY SURVEYOR� � OREGO
SCOTT C. FRESHWATERS 541.593.1792 OFFICE
-1 )10 .C.� �� V N�-6 JANUARY 15,1987 JULY 29, 2020
FILEA2253
CLIENT: JILL BROWN & DAVE MANCHESTER
RENEWS 12/31/2021 #10778
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