HomeMy WebLinkAboutSurvey 20631LINE TABLE
LINE
LENGTH
DIRECTION
L1
50.06'
N89'59'13"E
L2
49.88'
S89'59'46"E
L3
75.09'
N 89'59'13"E
L4
55.07'
N89'59'13"E
L5
70.09'
N89'59'13"E
L6
50.06'
N89'59'13"E
L7
50.06'
N89'59'13"E
L8
49.53'
N89'59'13"E
L9
74.82'
S89'59'46"E
L10
55.27'
S89'59'46"E
L11
70.34'
S89'59'46"E
L12
49.88'
S89'59'46"E
L13
49.88'
S89'59'46"E
L14
49.88'
S89'59'46"E
L15
60.00'
S00'01'08"W
L16
60.00'
Soo'00'50"W
L17
60.00'
S89'5946"E
L18
15.00'
Soo'01'08"W
L19
50.00'
S89'57'02"W
L20
49.95'
S89'57'02"W
L21
15.00'
S00'02'00"E
L22
50.00'
S89'57'027W
HELD LOCATION,
CEDAR FENCE POST
LIES AT ACTUAL CORNER
BOUNDARY SURVEY LEGEND I I a
LOT 4, BLOCK 299
NORTHWEST TOWNSITE CO'S SECOND ADDITION
LOCATED IN THE SW 1 /4 OF THE NE 1 /4 OF SECTION
• FOUND MONUMENT AS NOTED
O SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
X CALCULATED POSITION
31, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., �
C�it.Dl"ES C0U� SURVEYOR
CITY OF BEND, D ESCH U TES COUNTY, OR EGON
FILED t 0 t tioZi 6Y: r
NW KINGSTON AVE.
N: 386408.41
EAST 400.16'(R6) E:3287210.64(M)
EAST 400.00'(R1) N: 386408.41
" 9 E:3287210.68
N89 58 20 E 400. I f
3/4 IRON 1 18 19 1
PIPE
z
I I
oz o
00
CO J
{ { con
OD
: NORTHWEST TOWNSITE SECOND
Imo ADDITION, LOTS 1-8, BLOCK 24
bi) v
1 /2" PIPE °%
. I I I
SCALE. 1 "=50' j 1 17
L21 ALLEY 00
NORTH - - - - - - --- --- -
�i CE
15'(R1) 1 N
ul
16 13 N
OD LO { 00
I
5/8" REBAR, N o 0 0
BROKEN CAP N 00 z
�N N
NORTHWEST TOWNSITE SECOND
I ADDITION, LOTS 9-16, BLOCK 24
LO
o z z 5/8" REBAR, {
O WITH YPC
13coo.
MARKED
"LS2257"
F-(
W
N89053'08"E 140.37'
O
�- N89'59'13"E 250.33'
14
N89'59'13"E 149.64'
0
1 /2" REBAR,
NO CAP w J NW JACKSONVILLE AVE.
S00.02'08"W 60.00'
w
I
NORTH 60.00 (R3)
u7Lo
N89'59'13"E 350.43'
20 _j o
o
- - -
0
o
- -
-1 12
0 L5 L4 L3
L1 L6 L7 21
0
L8 V)
S59-02-51 "E-____._
28.48'
(FROM HELD TO HELD)
28.48' (R2) 0
S89'59'46"E 50.02'
5/8" REBAR WITH BROKEN CAP,
PROPERTY OWNER SAYS
DE CORNER WAS REMOVED
AND HE RESET IT
SCALE: 1 "=20' (NOT HELD)
N46'25'48"W
0.61'
N 58'41'33"W
27.92'
(FROM FOUND
TO FOUND)
-- N58'29'13"W
28.48'(R2)
0
S6T23'09"E
0.24'
WEST 70'(R8) WEST 55'(R8) WEST 75'(R8)
WEST
5/8" REBAR,
N
50'(R1)
M NORTHWEST
TOWNSITE SECOND
NO CAP
o NORTHWEST TOWNSITE SECOND zz
N � ADDITION, BLOCK 29 O
LOT 4
6 , ADDITION,
N
'-
LOTS 1-3, BLOCK
I
29
I
N00'11'06"E 1.80' FROM
CALCULATED POSITION
b LOT 8 LOT 7 LOT 6 LOT 5 0 o
BLOCK 29,
o
,'°o
oo
13 C14 I o N NORTHWEST 3 cj
z o { (n TOWNSITE
to 0o (rnX Iq� CO'SND ow
to O N N O O SECO p Z
_ -+ N N ADDITION
O(n Sri N W (D1) ((n
o m w
WEST
No `� o Z 50'(R1)
0 G WEST 70 (R8) w0 WEST 55 (R8) (AWEST 75 (R8)
L11 L10 L9 L2
0 - - -'
o 1 O um.,
7
o - - - - -
S89'S9'46"E 99.87' - S89'59'46"E 240.08'
5 5/8- REBAR �/ WEST 240.10'(R2)
WITH YPC MARKED
o "TYE ENGINEERING"
50.02'
Sri
I(3
1 N
LOT 3 LOT 2
INN
N LOT 1
1r
nF
100
�_ �
O
z
(n
:- Z
0
V)
o L18
O NORTH
L12 L13
ALLEY
1 /2" REBAR,
NO CAP
U23 ' 15'(R1)
L14
L17 �
WEST
59.99'(R2)
EAST
60.09'(R3)
WEST 50.00'(Ri) SEE DETAIL
3 � WEST 50.02'(R2) I
FOUND 3/4 PIPE
LO N MOVED 0.6 SOUTHWEST
00' FROM 2006 SURVEY (R2) NORTHWEST TOWNSITE SECOND
o (NOT HELD) ADDITION, LOTS 9-16, BLOCK 29
in
ST 50.02'(R2)WEST 50.02'(R2)WEST 50.02'(R2)
WEST 50'(R1) WEST 50'(R1) WEST 50'(R1)
O L19 �� 5/8" REBAR, -
0 L22 L20
Q o BROKEN CAP
5/8" REBAR, NW ITHICA AVE.
WITH YPC MARKED
"TYE ENGINEERING"
5/8" REBAR,
NO CAP
N: 385957.71
E: 3287210.54(M)
N: 385957.72
E: 3287210.44(R7)
(R1) NORTHWEST TOWNSITE SECOND ADDITION, BY
ROBERT GOULD, PLS 00632, RECORDED 11 /06/1912,
CS08508
(R2) NORTHWEST TOWNSITE SECOND ADDITION BLOCK 29
LOTS 10 & 11 , BY LINDA L. MILLER, PLS 02513,
FILED 7/19/2006, CS16965
(R3) NORTHWEST TOWNSITE SECOND ADDITION BLOCK 29
LOTS 14 & 15, BY RAYMOND E. OMAN, PLS 00702,
FILED 10/9/1990, CS08541
(R4) NORTHWEST TOWNSITE SECOND ADDITION BLOCK 24
LOT 14, BY RUSSEL M. KARL, PLS 02257,
FILED 10/25/1992, CS11272
(R5) NORTHWEST TOWNSITE SECOND ADDITION BLOCK 24
LOTS 9 & 10, BY RAYMOND E. OMAN, PLS 00702,
FILED 7/26/1990, CS02960
(R6) NORTHWEST TOWNSITE SECOND ADDITION BLOCK 24
LOTS 3 & 4, BY DAVID A. CLONINGER, PLS 79343,
FILED 11 /10/2015, CS18985
(R7) PROPERTY MONUMENT RECOVERY SURVEY 14TH
STREET RECONSTRUCTION PHASE 1, BY JAMES E.
SWENSON, PLS 02596, FILED 10/11 /2018, CS19772
(R8) NORTHWEST TOWNSITE SECOND ADDITION BLOCK 29
LOTS 5-8 , BY JOHN H. EATON, PLS 00252,
FILED 9/24/1976, CS08539
(D1) DEED 2014-39791
® LOCATION NUMBERS
(M) MEASURED
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL CORNERS FOR LOT 4, BLOCK
29 OF NORTHWEST TOWNSITE CO'S SECOND ADDITION (R1). MOST LOT
CORNERS WERE MISSING FOR BLOCK 29. WE CALCULATED THE SW CORNER
OF BLOCK 29 SHOWN AS LOCATION 4 BY EXTENDING THE LINE FROM LOCATION
1, 2 AND 3 50.00 FEET PER (R1). FOR THE WEST LINE OF BLOCK 29 WE
USED LOCATION 4 TO LOCATION 13. FOR THE NORTH RIGHT OF WAY LINE OF
JACKSONVILLE AVENUE, WE HELD LOCATION 13 TO LOCATION 15. THIS LINE
WAS OFFSET 60.00 FEET TO THE SOUTH TO ESTABLISH THE NORTH LINE OF
BLOCK 29. FOR THE EAST LINE OF BLOCK 29, WE HELD A LINE BETWEEN
LOCATION 9 AND LOCATION 19. LOCATION 19 WAS FOUND IN R6 AND R7 BUT
WAS RECENTLY DESTROYED. WE HELD THE LOCATION 19 AS PER R7 USING
COCS (SEE BASIS OF BEARING NOTE HEREON). WE CHECKED COORDINATES AT
LOCATION 9 AGAINST R7 FOR ACCURACY AND CONSISTENCY AND WE HAD
GOOD RESULTS. WE HELD LOCATION 21 FOR EAST -WEST FOR LOT 1 AND LOT
2 OF BLOCK 29 BUT DID NOT HOLD FOR THE NORTH LINE AS IT WAS 1.80
FEET NORTH OF THE RIGHT OF WAY LINE. FOR THE NW AND NE CORNER OF
LOT 4, BLOCK 29 WE PROPORTIONED FROM THE CALCULATED NORTHERLY
CORNER COMMON TO LOTS 1 AND TO LOCATION 12. FOR THE SOUTH LINE OF
THE ALLEYWAY ON BLOCK 29 WE HELD LOCATION 6, 8, AND 9. WE WERE
TOLD BY THE PROPERTY OWNER OF LOT 12 , BLOCK 29 THE MONUMENT AT
LOCATION 7 HAD BEEN REMOVED AND THEN RE -SET BY THEM DURING A
LANDSCAPING PROJECT. AS A RESULT THIS MONUMENT WAS NOT TRUSTED. WE
OFFSET THE SOUTH LINE OF THE ALLEYWAY THE RECORD 15.00 FEET (R1) TO
DETERMINE THE NORTH LINE OF THE ALLEYWAY OF BLOCK 29. IN (R2)
LINDA MILLER FINDS A PIPE WITH A TIE OF 28.48 FEET WHICH WE SHOW AT
LOCATION 10. WE FOUND THIS MONUMENT LOOSE AND DISTURBED AND A
FENCE POST NOW OCCUPIES THIS LOCATION. WE HELD AT THE CALCULATED
LOCATION AS PER (R2) AS THE BEST AVAILABLE EVIDENCE OF THIS CORNER'S
LOCATION PRIOR TO THE FENCE CONSTRUCTION. WE PROPORTIONED THE SOUTH
LINE FROM A CALCULATED POSITION OF LOCATION 10 TO LOCATION 23, OF
SAID BLOCK 29.
ASIS OF BEARINGS AN
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL
OREGON COORDINATE SYSTEM (COCS). CPS CALIBRATIONS WERE MADE
FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387
SISTERS, PNVL, AND MDRS) WITH SPECTRA PRECISION SP-80 CPS. THE
CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES.
THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29
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RENEWS: 12/31 /21
9910631- 2724 - Jacksonville Boundary-6-18-2021.dwg