HomeMy WebLinkAboutSurvey 20342SURVEY NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO FIND OR SET THE
CORNERS OF LOTS 14, 15 AND 16; ALL IN BLOCK 63 OF
DESCHUTES RIVER RECREATION HOMESITES UNIT 6, PART I.
ON AUGUST 31, 2020, 1 WAS AUTHORIZED BY CHERYL
RICKETTS POTENTIAL BUYER OF SAID LOTS, TO PROCEED
WITH THE SURVEY. I DID THE INITIAL FIELD WORK REQUIRED
ON SEPTEMBER 01, 2020. 1 FOUND 1/2" DIAMETER REBAR PER
THE PLAT(P) AS SHOWN AT THE FOLLOWING LOCATIONS: #50
THROUGH #54, AND #83 THROUGH #89. 1 THEN LAID OUT A
FOUR POINT CONTROL TRAVERSE AND TIED SAID
MONUMENTS WITH ANGLES AND DISTANCES USING A LEICA
TCA 1100 SURVEY INSTRUMENT. EVALUATION OF THE TIED
MONUMENTS INDICATED THAT NEW MONUMENTS WOULD
NEED TO BE SET AT #90 THROUGH #93 ALONG WITH #98, #99,
#940 AND #950. 1 WAS ABLE TO FIND A SOLID GROUP OF
MONUMENTS ALONG THE FRONT OF THE LOTS ON WHICH TO
BASE THE NEW MONUMENTS I NEEDED TO SET AND ALSO
ONE IN THE BACK (#54). #92 WAS RESET ON LINE BETWEEN
#53 AND #50 AND AT PROPORTIONATE DISTANCE BETWEEN
#50 AND #51. HAVING ONLY ONE MONUMENT ON THE BACK
LOT LINES WAS CAUSE FOR CONCERN, BUT SAID MONUMENT
FIT VERY WELL FOR BOTH BEARING AND DISTANCE WHEN
HELD #50 AND USED RECORD PLAT DIMENSIONS TO
ESTABLISH A POSITION FOR #90 AS SHOWN. I ESTABLISHED
#91USING PROPORTIONATE DISTANCE AND LINE BETWEEN
#90 AND #54. I THEN EXTENDED SAID LINE SOUTHWESTERLY
HOLDING PLAT(P) DISTANCE VALUES TO SET #93 AND #940.
UNFORTUNATELY #940 WHICH SHOULD HAVE BEEN ON THE
NORTH R/W OF BEAR LANE DID NOT FIT WELL AT ALL WITH
THE TIED R/W MON.S ON THE SOUTH R/W OF BEAR LANE AND
RESULTED IN A 70' R/W WIDTH .WHEN I CALCULATED A
MATHMATICAL CLOSURE USING THE PLAT (P) VALUES FOR
LOT 13, IT RESULTED IN A SERIOUS MATHMATICAL
MISCLOSURE OF NEARLY 20'. 1 DECIDED TO USE THE TIED
SOUTH R/W OF BEAR LANE WITH IT'S TWO CONTROLLING
LINES AND CREATE A 60' OFFSET LINE FROM THEM. WITH
THIS NEW NORTH R/W ESTABLISHED FOR BEAR LANE, I
CALCULATED A BEARING -BEARING INTERSECTION POINT
#960.
1 RESET #99 AND #98 BY HOLDING #50 AND EXTENDING PLAT
VALUES SOUTHWESTERLY ON A LINE FROM #53. 1 CONTINUED
THE EXTENSION SOUTHWEST TO INTERSECT WITH THE
NEWLY ESTABLISH NORTHERLY R/W OF BEAR LANE AT #970.
THE DISTANCE TO #960 INTERSECTION POINT WAS WITHIN
0.02' OF THE RECORD PLAT (P) VALUE. HOWEVER, THE
DISTANCE FROM #98 TO #970 WAS 12.79' LONGER THAN
RECORD AS SHOWN. OTHER ERRORS IN THE PLAT WERE
FOUND WHEREVER A BEARING WAS EXTENDED TO
INTERSECT WITH THE NORTHERLY R/W OF BEAR LANE,
INCLUDING DISTANCES FOR L3 AND L4 AND BETWEEN #93
AND #940. THERE IS NO EASY EXPLAINATION FOR THESE
ERRORS ON THE ORIGINAL PLAT, BUT EVIDENTLY NO
CLOSUES WERE COMPUTED BEFORE THIS PLAT WAS FILED.
I FOUND A NUMBER OF ENCROACHMENTS ALONG THE LINE
BETWEEN LOTS 16 &17 AS SHOWN. IMPROVEMENTS ON LOT
17 ENCROACH UPON LOT 16.
LEGEND
SET 5/8"x24" REBAR WITH
YELLOW PLASTIC CAP MARKED
"PLS
"GEO LAND SURV.", 2070"
UNLESS OTHERWISE NOTED
-
FOUND 1/2" REBAR WITH
NO PLASTIC CAP PER PLAT(P)
(M)
MEASURED THIS SURVEY
(p)
PLAT OF "DESCHUTES RIVER REC-
REATION HOMESITES UNIT 6, PART I-
SEARCHED FOR NOT FOUND
SEARCHED
THIS SURVEY
(C)
CALCULATED PER PLAT (P) DATA
*
PROPORTIONED VALUE
0
FOUND 5/8" REBAR WITH
NO PLASTIC CAP PER PLAT(P)
INCORRECT VALUE ON PLAT(P)
RESULTING IN MATHMATICAL
MISCLOSURE OF LOT BNDRY.
[REGISTERED
PROFESSIONAL
LAND SURVEYOR
/- OREGON
DECEMBER 2, 1983
GEORGE G. HARTMAN
2070
RENEWS 06-30-21
RECORD OF SURVEY FOR KIETH AND CHERYL RICKETTS
LOTS 14, 15, &16; BLOCK 63 OF DESCHUTES
.,_�_._. �...-- -- ...•-- RIVER RECREATION HOMESITES; UNIT 6, PART
DESCHUTES COUNTY SURVEYOR i SE 1/4, SEC. 3, T.21 S., R.10 E., W.M.
DESCHUTES COUNTY, OREGON '
FILED 1 o%-71zo2o BY: �`�"� SEPTEMBER 12, 2020 -'
-
0 50'
' 53 -
HELD
/ ��
�6 52 �R`Lp
3y9. 00•�Pl - 63 pp200
S O0. �yd, 360
0 . 0o
is9• pol LOT
/ /53��,9° �, 20
p20° p boo
6 0,9
0.
0.
/ 3°0yao°� �h'� /23p ��SO 90001 LOT �soo j
56 3°02 92 6 °092 19 0 �C�\
.' S6 � N 62°p 0 �o�°� RAJ
10
/ � •l�l. POLE STRUCTURE
♦ �'09,9000.�Q1 ♦ WITH METAL ROOF LOT
50 ♦ ♦ %0 0,, �, ` AND SIDES -NO \ \ .07
�
HELD / N6g °0�;0 , N FOUNDATION ` 18O�/� \
/ ♦ �6� ♦ y -9 0 boo A S 63000'28" W,
G ♦ Oo� \ ` 30.00'(C)
' RAJ ♦ ♦ 00`lQ �, �� O, F 30.00'(P) -
♦ �•• �' 1.7' ` o
/ 99 ♦ °Oti `� ENCROACHMENT LOT op j 54 /
♦ ��/�63 1 ♦ 17 �A� \ 5gg�o�Pl HELDto 82
kpo
�� ♦ 00000
LOT ooir����S` ♦ 2.4' g°Op p0 qA ° /
o ♦ g0�° ` ,+'o� 16 oO.T�t� "� ENCROACHMENT 56 3°OZ /
BLOCK
98 � co o., ♦ sp •.� ♦ 9 •lQ� .
N 63 °o�i� ° 02$, �'9°� ' •
.�N LOT
1 "=50'
970 / S1 -0- ♦ ` /� ♦ S
15 N
CALC'D INTERSECT. ' ogr�Ql��`O�s�. ` ,�y'p�po BLOCK � ` yo��a qZ q) �0
POSITION FROM 50 /26� g19 o�Tro, F ♦ 4.4 �9' p0�
AND 60' OFFSET FROM ' ••d'�; �,1� `�• so,, 63 Oj ♦ ENCROACHMENT �j, , 9 `�' 9p' - �•�{,Ai
SOUTH R/W BEAR LN. . 63 'x 0�°° `y�oTr 'L LOT �;�� ` ` �� �633QX0/ I+3Zg�°°•lPl
/ `' S6 ro 000 14 '� so ♦ 56 / 616 . JN•3
BLOCK `s; o�"i �* � ' ' s 633o01 , LOT
LOT `'oo, ��A� ` 9°•�M s6
!y 63 ♦ 0 OO lQ� 191 11
sync , 513
6;
ooQ� Ns�\ ♦ 0�yy� ` ♦♦♦
moo• w e Al ??3` O �, 'so
900"�2 ♦ of
M� 90
` \7t:��
39O 8(C\ �go0 0•�Ql HELD COMPUTED -�
,.I
O(A)) ` �, ♦ �•' `�_,'` 90 o POSITION FROM 50cq
a
LOT l S 63°°2 S N 30 °3�' \ ` ,, ` ♦ , 5 663°��° �
3 (HELD) 29�0"� 89� 29 �03 , h; r� \ T 96° ` ♦0000
93 S o'�M�IQI w W
l •00, p l 88 80 ,, (M) �,4 X`-�' ` ,..N. 6a° o
O �\ (A) �F -/ \\` L4 ♦ ♦ °00.7% 0•• �' LOT M M
' S E3 3\ oo v01`�, S 63°0'Lo 12 Z Z I
LOT , s3°29�' 7p w 950 .
s � LINE TABLE
940
2 �0"'F 9 o S ` o o CALC'D INTERSECT. ` - ` N 7s°2g,S2 LINE BEARING HOR/Z DIST
/ 0Oo,pM) • tt/ POSITION FROM 90 ` - \ 75°29,00"" W, 228 , o ..
/ O & 60 OFFSET FROM W, 20; 58(M) I L1 N75 28 45 W 20.74
l LOT ( 87 (HELD), 6+ `gg cd SOUTH R/W BEAR LN. `(P)� I L2 N7502844"W 59.97'
/ HELD' o S(M; 42?,,� ``• , ` ` ` i L3 S75 29'00"E 46.00' $
1 sp o I - , \ L4 S75 29 00 E 50.00 $
u'(P 83 \ 1
/ ) N Igo /
(HELD) S 77S. 26�3 ; \ N 7s°29 p0 . W17210, 86 `
S7,5 °�g00 / E 129 - 0,(M) \ , 172•s0,(P)) ,
V / I 00 F, 130 0 p(FW j e
/ Q r (P) 784 \ e
S�5°30�" �` SURVEY REFERENCES
/ /S 75°29�00,j, 14 9(
I
SOURCE
iM)
()
LOT I ' 14250,(P) `` ` � UNIT 6, PARTDI"ECS06729SSU1VER RVEYED BY EMIOLE BACHANDS;
/ '�
' I 75 85 PE NO. 3700; FILED MARCH 05,1965.
(HELD) (W) BOUNDARY SURVEY LOT 75, BLK.63, "DESCHUTES RIVER
/ ( BENT -TIED SPIN HOLE \
/ RECREATION HOMESITES";
/ J I LOT. UNIT 6, PART I", CS17098, SURVEYED BY SCOTT FRESHWATERS
PLS 2253; FILED NOVEMBER 06, 2006
LOT I � 74 i (D1) SPECIAL WARRANTY DEED; EARL POTTER TO RICHARD
76 I i BURDICK. DESCHUTES COUNTY OFFICIAL RECORDS; VOL.1999,
/ PAGE 42639. LOTS 14,15 AND 16, BLOCK 63, "DESCHUTES RIVER
RECREATION HOMESITES"; UNIT 6, PART
1 �
II TELEPHONE GEO LAND SURVEYING LLC ennAiL II
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C20342