HomeMy WebLinkAboutSurvey 2081613 18 S87'48'E 23.26 CH (GLO)
— S87.37'11 "E 1519.94' s87.48'E 40 CH (GLO)
S87'54'49"E 2621.51' 18 J17
24 19 . .
24 19 20
23
20
i
RECORD OF SURVEY
OREGON DEPT. OF STATE LANDS
THEE 1 /2 SE 1 /4 OF SECTION 20,
TOWNSHIP 17 SOUTH, RANGE 14 EAST,
SCALE: W.M., DESCHUTES COUNTY, OREGON
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RENEWS: 12/31 /23
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N87.48'W 80.20 CH (GLO)
N87.48W 40.10 CH GLO N57.48'00"W 5230.75' R1
N57.48'00"W 2615.38' (RI)
S87.23'37"E 2624.79' (R13) 2 N87.48'W 40.10 CH (GLO) 3
S87'32114"E 2624.87' N57.48'00"W 2615.38' (R1)
87 21 24 E 2622.19' 17 16
ALPINE LANE
204 21
6 5 4
3 2 1 I 29
30 31 32 33 34 21
NOTE: PROPERTY LINES SHOWN FOR THELOTS OF
ON THE ORIGINAL
NO 35
CASCADE VIEW ESTATES ARE BASED
SUBDIVISION MAPS AND ARE APPROXIMATE ONLY, SHOWN
S FOR REFERENCE
11 12 13 14 15 16
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_ 2627_ .46
CULTUS LANE 1305.85I
CALCULATED 1311.00' (R1)
38 37 36 C 1 /4 CORNER 15
35 34 33 14
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ESTATES TRACT
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SECTION CORNER, SEARCHED
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N CORNER, SEARCHED 57
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0 S87.48'E 63.50 CH (GLO) 3Q 29
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0 FOUND FENCE POST AND SECTION CORNER,
z I MOUND OF 6" +/- STONES SEARCHED FOR, NOT
N67.42'41"E 4.32' FROM FOUND, SET ALUM
CALCULATED CORNER CAP, SEE DETAIL "C",
SHEET 4
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SHEET 4
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SUBJECT
PROPERTY
STATE OF OREGON
10 ^
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TAX LOT 17142010800
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E1 /2 SE1 /4
nj N L _
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SEE SHEETS 2 & 3
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FOR DETAILS
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to
60 61 62 63 64 1 4 SEE DETAIL "A"
3 2 1 SHEET 4
ELK LANE 1314.33' (R1)
2601.50' �` �'' 1300.75' 1314.33' (R1) 20 21
1300.75'
2601.62' (R3) 4
2628.67 (R1) S 1/4, SEARCHED FOR, 2601.50 29 28
40 CH (GLO) NOT FOUND, 2601.62' (R3)
CALCULATED POSITION, 2628.67' (R1)
SEE DETAIL "E" SHEET 4 40 CH (GLO)
S87.18'17"E 5203.01'
S86.53-25"E 5203.24' (R3)
S86.58'19"E 5257.33' (R1) SHEET INDEX:
N87.21'W 80 CH (GLO)
SHEET 1: OVERALL SECTIONAL BREAKDOWN
SHEET 2: SECTION 20 BREAKDOWN & SURVEYOR'S NARRATIVE
SHEET 3: DOUBLE PROPORTION CALCULATIONS, LEGEND AND
MONUMENT TABLE
SHEET 4: DETAILS
'sc"EUTES COUNTY SURVEYOR"
Ig Ly ._
I
-- F.---f --I Q
20
C 1/4 CORNER 19
CALCULATED POSITION
�S43'45'29"E
63.70' CULTUS LANE
--N86'55'23"W 687
- ..? 0'
-- - -- --► 1-- -- -- -- -
ELK LANE
S 1/4 CORNER,
SEARCHED FOR, NOT
FOUND, CALCULATED
POSITION, SEE DETAIL
"E" ON SHEET 4
N87'24'143"W
S86'58'19"E 1314.33' (R1)
CE 1/1 6TH
CORNER
S87'18'17"E 2601.50'
S86'58'19"E 2628.67' (R1)
S86'53'25"E 2601.62' (R3)
80 CH (GLO)
E 1 /16TH CORNER,
SEE DETAIL "A"
SHEET 4
21
We
RECORD OF SURVEY
OREGON DEPT. OF STATE LANDS
THEE 1/2 SE 1/4 OF SECTION 20, TOWNSHIP 17 SOUTH,
RANGE 14 EAST, W.M., DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE EAST 1/2 OF THE SE 1/4 OF
SECTION 20, TOWNSHIP 17 SOUTH, RANGE 14 EAST, OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY,
OREGON. THE SUBJECT PROPERTY IS A PORTION OF THE LAND CONVEYED TO THE STATE LAND BOARD OF
OREGON, MAY 13, 1924, IN VOLUME 37, PAGE 455, DESCHUTES COUNTY OFFICIAL RECORDS.
TO ESTABLISH THE EXTERIOR BOUNDARY OF SECTION 20, WE FOUND AND HELD MON. NO. 1 AT THE NW
CORNER OF SECTION 20 PER OCRR 1437, MON. NO. 2 AT THE NORTH 1/4 CORNER PER OCRR 1438, MON.
NO. 3 AT THE NE CORNER A 5/8" IRON ROD RENEWED IN OCRR 1776, MON. NO. 4 AT THE SE CORNER, A
2 1/2" BRASS CAP PER (R2) AND MON. NO. 6 AT THE W 1/4 CORNER PER OCRR 1480.
THE GLO SET A STONE AND NOTES A BEARING TREE N20'E 45 LINKS AT THE SECTION CORNER COMMON TO
SECTIONS 19, 20, 29 & 30. IN (R1) BACHAND NOTES SETTING A 5/8" STEEL PIN AND REFERENCES AN 18"
JUNIPER, N21-W 45 LINKS AT THIS SECTION CORNER. BACHAND DOES NOT NOTE FINDING THE ORIGINAL
STONE PER GLO AND IT IS NOT CLEAR IF THE BEARING TREE HE NOTES IS THE BEARING TREE FROM THE
GLO SURVEY, ONE NOTES NW AND THE OTHER NE. THIS AREA HAS BEEN HEAVILY LOGGED AND NO BEARING
TREES REMAIN. IN (R8) GEORGE COLVIN NOTES SETTING A 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "PLS 1020" PER PLAT OF BEND CASCADE VIEW ESTATES, TRACT 2, (R1). HE DOES NOT NOTE
FINDING ANY EVIDENCE OF THE ORIGINAL STONE OR BEARING TREE PER (GLO). THE 5/8" IRON ROD WAS
FOUND BY GEORGE COLVIN IN (R3) AND BY JERRY STICHLER IN (R4), BOTH NOTING IT WAS IN A MOUND OF
STONE. WE DID NOT FIND ANY EVIDENCE OF THE ORIGINAL STONE, BEARING TREE OR 5/8" IRON ROD. WE
FOUND A 1/2" SMOOTH IRON ROD PER (R1) AND NOTED IN (R8) AT NE CORNER LOT 15, BEND CASCADE
VIEW ESTATES, TRACT 2, UNIT 2 WHICH FIT WELL WITH COLVINS SURVEY (R8).
WE DID A DOUBLE PROPORTION TO SUBSTAINIATE BACHANDS LOCATION OF THE SECTION CORNER COMMON
TO SECTIONS 19, 20, 29 & 30. THIS WAS BECAUSE WE ARE CALLING BACHANDS OTHER CORNERS OFF
WHERE THE ORIGINAL EVIDENCE DIFFERS FROM HIS CORNERS AND BECAUSE THERE WAS AN APPARENT
ERROR ON THE BEARING SHOWN ON HIS MAP TO THE BEARING TREE. THE DOUBLE PROPORTION CALCULATED
FALLS WITHIN REASONABLE DISTANCE OF THE BACHAND CORNER FOR THE SURVEYING METHODS OF THE
1879 GLO TOWNSHIP SURVEY. FURTHERMORE NUMEROUS PRIVATE PROPERTIES TO THE SOUTH AND EAST OF
THIS SECTION CORNER HAVE UTILIZED AND RELIED UPON THIS CORNER. THEREFORE WE HAVE DECIDED TO
HOLD BACHAND LOCATION.
WE CALCULATED THE SW CORNER BY EXTENDING THE LINE FROM MONUMENT NO. 5, PER OCRR 1181 AND
MONUMENT NO. 7, A 5/8" IRON ROD PER (R4) HOLDING THE DISTANCE IN (R4). WE DID A SECTIONAL
BREAKDOWN AS SHOWN TO ESTABLISH THE BOUNDARIES OF THE SUBJECT PROPERTY.
WE CALCULATED THE S 1/4 OF SECTION 20 AT THE MIDPOINT ALONG THE SOUTH SECTION LINE. WE
LOCATED A 1/2" SMOOTH IRON ROD PER (R1) AT THE SE CORNER OF LOT 64, BEND CASCADE VIEW
ESTATES, TRACT 2, UNITS 1 & 4, 1/2" SMOOTH IRON RODS PER (R1) AT THE NW CORNER OF LOT 2 AND
THE NE CORNER OF LOT 22, AND A 5/8" IRON ROD WITH YELLOW PLASTIC CAP BY OMAN PER (R15) AT
THE NE CORNER OF LOT 1, BEND CASCADE VIEW ESTATES, TRACT 2, UNIT 2. THE RESULTING ROADWAYS
ARE NOT CENTERED ON THE SOUTH SECTION LINE OR THE NORTH -SOUTH CENTERLINE OF SECTION 20 THEY
DO FIT RELATIVELY WELL WITH OTHER RECORDS SURVEYS AND BETWEEN EACH OTHER FOR THE LOTS IN
BEND CASCADE VIEW ESTATES.
AT THE E 1/4 CORNER OF SECTION 20, WE DID NOT FIND ANY EVIDENCE OF THE ORIGINAL STONE AND
BEARING TREE PER (GLO) WE ESTABLISHED THE E 1/4 CORNER BY SINGLE PROPORTION.
A BREAKDOWN OF THE SECTION PER MONUMENTS FOUND AND SET WAS DONE TO DETERMINE THE
BOUNDARIES OF THE SUBJECT PROPERTY. MONUMENTS WERE SET AS SHOWN.
DURING THE COURSE OF THIS SURVEY WE FOUND NUMEROUS MONUMENTS ALONG THE WEST LINE OF THE
SUBJECT PROPERTY PER (R1) AND VARIOUS SURVEYS. THESE MONUMENTS NO. 8, 10, 11, 12, 13, 14 15 &
16 ARE ROUGHLY 20'-35' EAST OF THE WEST LINE OF THE SUBJECT PROPERTY. THESE MONUMENTS FIT
FAIRLY WELL BETWEEN EACH OTHER PER THE PLAT OF BEND CASCADE VIEW ESTATES, TRACT 2 BUT DO NOT
FIT WITH THE SECTION BREAKDOWN AND WERE NOT HELD. A HOUSE AND SHOP LOCATED IN THE PLATTED
LOT 1, BEND CASCADE VIEW ESTATES, TRACT 2, ENCROACHES INTO THE SUBJECT PROPERTY AS SHOWN ON
DETAIL "A".
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 HIPER 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.
FILEDYOR
(oszU z BY: Col los
SHEET INDEX:
SHEET 1:OVERALL SECTIONAL BREAKDOWN
SHEET 2: SECTION 20 BREAKDOWN & SURVEYOR'S NARRATIVE
SHEET 3: DOUBLE PROPORTION CALCULATIONS, LEGEND AND
MONUMENT TABLE
SHEET 4: DETAILS
SCALE:
1 "=1000,
13 18
24 1g
23 SECTION CORNER
N: 399131.7009
E: 3347399.6769
= w
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N to
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z
RECORD OF SURVEY
OREGON DEPT. OF STATE LANDS
THE E 1/2 SE 1/4 OF SECTION 20, TOWNSHIP 17 SOUTH,
RANGE 14 EAST, W.M., D ESCH U TES COUNTY, OREGON
18 17
19720 -
117
16
20 T 21
' I
1/4 CORNER `
1 9 N: 396314.7103 2 Q I
E: 3351530.6555
6
SECTION CORNER
I{ CALCULATED POSITION, BY SINGLE
PROPORTION ALONG RANGE LINE
N: 393845.5475
E: 3347391.3145
24 19
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S86'58'19"E 5251.33' (R8) D
IA
S86'53'25"E 5203.24' (R3)
S86 58'19"E 5257., (R1}
19 20
N87'21'W 80 CH (GL
25 30 N87:24'41 "W 4140.24' S87'20'01 "E 5227.28' 20 21
S87 48 E 63.50 CH (GLO) 30 29
29 28
(}i
0 r�� �
DOUBLE PROPORTION SECTION
0of W CORNER
- CALCULATED POSITION, NOT FELD SECTION CORNER
(_ co N Qo- N: 39365856 .N: 393415.3953
� c) of (D 00 coN E: 3351527.33 E: 3356748.9468
N p 0 (D Ln ►n
d =NNN 3
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p
1/4 CORNER d-
N: 391202.4705 1/4 CORNER
E: 3347387.1333 0 z z Z . N: 391002.4130
E: 3351611.6741
25 30
\-,(
B 30,29 29
25
5
RENEWS: 12/31 /23
SW CORNER SECTION 20 DOUBLE
PROPORTION CALCULATIONS
SCALE: 1 "=1000'
DE-30CHUTES COUNTY SURVEYOR
RLED 05w Zo z BY: Ce-o(lins
SHEET INDEX:
LEGEND
• FOUND MONUMENT, SEE MONUMENT TABLE FOR DETAILS
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING",
UNLESS NOTED OTHERWISE
A SET 1 1/2" ALUMINUM CAPS ON 5/8" IRON RODS, STAMPED "TYE ENGINEERING" FOR
REFERENCE MONUMENTS TO THE SW SECTION CORNER AND THE E 1/4 CORNER OF SECTION 20
(GLO) GOVERNMENT LAND OFFICE SURVEY BY RUFUS MOORE, MELDRUM,
MOORE & CAMPBELL, CONTRACT NO. 344, DATED 11-24-1879
(R1) PLAT OF BEND CASCADE VIEW ESTATES TRACT 2, BY EMILE
BACHAND, PE 3700, FILED 01-10-1986, CS05374
(R2) SURVEY BY ROBERT KARL, PLS 1642, FILED 6-1-1980, CS03337
(R3) PARTITION PLAT 1993-55 BY GEORGE COLVIN, PLS 1020, FILED
8-26-1993, CS11597
(134) SUBDIVISION PLAT OF TRES JOLIE BY JERRY STICHLER, PLS 2527,
FILED 8-6-1998, CS13363
(R5) SURVEY BY RUSSELL KARL JR., PLS 2257, FILED 2-25-2003, CS15273
(R6) LOT LINE ADJUSTMENT BY RUSSELL KARL JR., PLS 2257, FILED 2-19-1997, CS12852
(R7) PROPERTY LINE ADJUSTMENT BY JAMES PERRY, PLS 2407, FILED 11-14-2018, CS19795
(R8) SURVEY BY GEORGE COLVIN, PLS 1020, FILED 7-20-1983, CS03345
(R9) SURVEY BY ERIK HUFFMAN, PLS 70814, FILED 5-11-2017, CS19347
(R10) SURVEY BY RUSSELL KARL, JR., PLS 2257, FILED 12-15-2003, CS15670
(R11) SURVEY BY LINDA MILLER, PLS 2513, FILED 3-11-1993, CS11496
(R12) PROPERTY LINE ADJUSTMENT BY TIM CHAPMAN, PLS 2477, FILED 6-30-2006, CS16949
(R13) SURVEY BY GEORGE HARTMAN, PLS 2070, FILED 4-9-2013, CS18507
(R14) SURVEY BY GEORGE COLVIN PLS 1020, FILED 9-28-0989, CS03344
(R15) SURVEY BY RAYMOND OMAN, PLS 702, FILED 03-18-1994, CS11778
(R16) PROPERTY LINE ADJUSTMENT BY RUSSELL KARL, PLS 2257, FILED 9-23-2002, CS15104
MONUMENT TABLE
MON NO.
DESCRIPTION
1
NW CORNER OF SECTION 20, FOUND 3 1/4" BRASS CAP PER OCRR 1437
2
N 1/4 CORNER OF SECTION 20, FOUND 3 1/4" BRASS CAP PER OCRR 1438
3
NE CORNER OF SECTION 20, FOUND 5/8" IRON ROD, NO CAP, RENEWED OCRR 1776
4
SE CORNER OF SECTION 20, FOUND 2 1/2- BRASS CAP STAMPED LS 1642 PER (R2)
5
W 1/4 CORNER OF SECTION 29, FOUND 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED PLS 1020 PER
OCRR 1181
6
W 1/4 CORNER OF SECTION 20, FOUND 3 1/4- ALUMINUM CAP STAMPED PLS 1031 PER OCRR 1480
7
N 1/16TH CORNER, FOUND 5/8" IRON ROD WITH BROKEN YELLOW PLASTIC CAP PER (R4), FOUND 1/2"
SMOOTH ROD S26'29'15"W 4.06' PER (R4), S24'43'40"W 4.13' (R3)
8
FOUND 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED "KARL" PER (R5)
9
FOUND 5/8" IRON ROD WITH BROKEN RED PLASTIC CAP, ILLEGIBLE PER (R5), FOUND 1/2" SMOOTH IRON
ROD S25'5924"E 0.10', BENT, SHOT AT SPIN POINT PER (R1), NOT HELD
10
FOUND 1/2" SMOOTH IRON ROD, NO CAP PER (R1)
11
FOUND 1/2" SMOOTH IRON ROD, NO CAP PER (R1)
12
FOUND 5/8" IRON ROD WITH RED CAP STAMPED "KARL" PER (R6)
13
FOUND 5/8" IRON ROD, NO CAP PER (R1)
14
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BAXTER SURVEYING" PER (R7)
15
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BAXTER SURVEYING" PER (R7)
16
FOUND 1/2" SMOOTH IRON ROD PER (R1)
17
FOUND 1/2- SMOOTH IRON ROD PER (R1)
18
FOUND 5/8" IRON ROD, NO CAP PER (R1)
19
FOUND 3/4" SMOOTH IRON ROD, BACHAND SET MOSTLY 1/2" SMOOTH IRON RODS SO IT IS UNCLEAR IF
THIS MONUMENT IS FROM (R1) OR NOT, SHOWN FOR REFERENCE ONLY
20
FOUND 5/8" IRON ROD, NO CAP PER (R1), S34'08'13"E 33.04' FROM SECTION CORNER
21
FOUND 1/2" SMOOTH IRON ROD PER (R1), S15-08'55"W 31.24' FROM SECTION CORNER
22
FOUND 1/2" SMOOTH IRON ROD, NO CAP PER (R1)
23
FOUND 3 1/4" BRASS CAP PER OCRR 1192, COCS CONTROL MARK 17141800
24
FOUND 12"x10"x6" STONE IN 3 FOOT MOUND OF STONES PER (GLO)
25
FOUND 12"x12%6" STONE IN 3 FOOT MOUND OF STONES PER (GLO)
26
FOUND 1/2" SMOOTH IRON ROD, NO CAP AT NE CORNER LOT 15, PER (R1), NOTED IN (R8)
27
FOUND 1/2" SMOOTH IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER (R1) BEARS N04-04'41"W
14.58' FROM S 1/4 CORNER
28
FOUND 1/2" SMOOTH IRON ROD, NO CAP, PER (R1)
29
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OMAN PLS 702" PER (R15)
30
FOUND 1/2" IRON ROD, NO CAP PER (R1)
SHEET 1:OVERALL SECTIONAL BREAKDOWN
SHEET 2: SECTION 20 BREAKDOWN & SURVEYOR'S NARRATIVE
SHEET 3: DOUBLE PROPORTION CALCULATIONS, LEGEND AND
MONUMENT TABLE
SHEET 4: DETAILS
LOT 1, BEND CASCADE VIEW
ESTATES TRACT 2, UNIT 4
El/2 SE1 /4 SW1 /4 NE1 /4
E 1/16TH CORNER
S87'? 8'17"E _SECTION 20
SECTION 29
DETAIL $$A$'
SCALE: 1 "=30'
63 I 64
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327.96'~
28 I S86'58'10"E
N86'58'19"W
328.58' (R1)
S86'30'10"E
328.52' (R15)
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S 1/4 CORNER, SEARCHED FOR,
NOT FOUND, CALCULATED POSITION,
SEE DETAIL "E" ON SHEET 4
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37.45'
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SUBJECT
PROPERTY
X
61.78'
EXISTING
X
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106.70'
S87'18 17 E
X~—X
EX. WIRE FENCE
IQ i
BEND CASCADE VIEW ESTATES
0 TRACT 2, UNITS 1 & 4
- � 4
I� 3 2
W
= S28'45'18"E 53.59'
IU S 1/4 CORNER TO MON NO. 29
W I
Sol) 00 IV 'E 657.16' (R1) 17
N86'55'23"W
687.? 0'
--------�--___ ELK LANE
406.00'- _ -- -- —
I S86'55'16"E
29 N86'58'19"W I , 23
I 406.00' (R1) 30 I M
S86 30 i 0 E I Q I
I 405.92' (R15) 0
N86'56'12"W I Q:�
I 405.92' (Ri6)
I I I 24
I I 1�1
I 17 I 22 I Z I DETAIL » E
BEND CASCADE VIEW
ESTATES TRACT 2, UNIT 2 ( I SCALE: 1 "=30'
RECORD OF SURVEY
OREGON DEPT. OF STATE LANDS
THE E 1 /2 SE 1/4 OF SECTION 20,
TOWNSHIP 17 SOUTH, RANGE 14 EAST, W.M.,
DESCHUTES COUNTY, OREGON
42
41 Q
10
w
SET BRASS SCREW &
1" WASHER STAMPED
"TYE ENG." IN NORTH 19
SIDE OF 30' JUNIPER
Q �
Ss93s\ �
N87'24'14"W �6 00• \\
20
i
SUBJECT
PROPERTY
SET BRASS SCREW &
1" WASHER STAMPED
"TYE ENG." IN SOUTH
SIDE OF 24" JUNIPER
W
SET BRASS SCREW &
w
1" WASHER STAMPED
I�
"TYE ENG." IN SOUTH
N23'19'42"W
SIDE OF POWER POLE
16.65'
LABELED PP109540
_S83'28'
46"W 80136- -- -0
2326
4 ry
3
�E 82.42,
SET BRASS SCREW & 1"
WASHER STAMPED "TYE
ENG." IN NORTH SIDE
OF JUNIPER TREE WITH
o
20 21 �'�
2 - 12" JUNIPER FORKS
o'rn
N
o
E 1/4 CORNER
U)
SET 3 1/4- ALUMINUM
CAP ON
5/8" IRON ROD,
STAMPED AS
SHOWN
DETAIL $$B$$
SCALE: 1 "= 40'
IC)
STATE LANDS �: Q
t LOT 57, BEND CASCADE VIEW ESTATES,
o N I TRACT 2, UNITS 1& 4
0 0
SET BRASS NAIL & 1" z WASHER STAMPED SECTION CORNER
Z
"TYE ENG." ON THE Li SET 3 1/4" ALUMINUM
SW SIDE OF POWER ` m S R CAP ON 5/8" IRON
POLE, PP111558 ROD, STAMPED AS
SHOWN
19 20 c� SET 1-1/2-
CORNER SECTION t Z� 4 ALUMINUM CAP
CORNER TO DOUBLE W \ I 30 29 v "
PROPORTION CORNER o �Z� STAMPED TYE
S86'29'43"W 24.41' L �� �0? IoG,6c0`o O"� 90.16 LS ENG WC"
\ PLS Nag 57 2
N87'26'14
50"W
19' 20
- ` ELK LANE
[N87'24'41"W] %30 29- ~" -'�----
DOUBLE PROPORTION �� S81.48 39 �- ..�_ [S87'20 01 "E]
SECTION CORNER, , SQ 331.82
NOT HELD
,,,� t ir
i� 0 ��\ LOT 16, BEND CASCADE VIEW 26
STATE LANDS i.�'I, t o F ESTATES, TRACT 2, UNIT 2
S �,$ruo
/ CA
000 SET BRASS NAIL & 1"
WASHER STAMPED "TYE
t ENG." ON THE WEST SIDE
OF POWER POLE, PP111555
SET 1-1/2" ALUMINUM t
CAP STAMPED "TYE t I DETAIL "C"
ENGINEERING WC" t [BRG] - DOUBLE
PROPORTION LINES SCALE: 1 "=30'
RENEWS: 12/31 /23
CULTUS LANE
CE 1 /16TH //
\ cf�
CORNER 0
00 \�
►_� \moo
` O \O
o \
N87'22'03"W \
20.17'
N87'22'03"W
8
SUBJECT
PROPERTY
N
\o
w N
wz
O
F= 00 w
LL W r
O to Q w
o o_
LOT 16, BEND j w
CASCADE VIEW
ESTATES TRACT-2, ,V) of
UNIT 4 ox w
0 of O
0 0_
z o_ Z
aJ
8.43' —�-
EXISTING CONCRETE
HOUSE PATIO
` 4.94'
1
8.94' J�
22
LOT 15, BEND cn
CASCADE VIEW 00
ESTATES TRACT 2, J
UNIT 4
m
DETAIL "D$$
SCALE: 1 "=20'
SHEET INDEX:
D =nc r 9 0�
COUNTY SURVEYOR SHEET 1: OVERALL SECTIONAL BREAKDOWN
SHEET 2: SECTION 20 BREAKDOWN & SURVEYORS NARRATIVE
Lo� Zv zuZZ 'r�* co I f rns SHEET 3: DOUBLE PROPORTION CALCULATIONS, LEGEND AND
MONUMENT TABLE
SHEET 4: DETAILS