HomeMy WebLinkAboutSurvey 21364SHEET 1 OF 3
ABBREVIATIONS
W/YPC
WITH q YELLOW PLASTIC CAP
W/RPC
WITH p RED PLASTIC CAP
IR
IRON ROD
IP
IRON PIPE
BG
BELOW GRADE
POE
BENT, TIED POINT OF ENTRY
CR
DEGREE OF CURVE RADIUS
INST.
INSTRUMENT NUMBER, DESCHUIES
COUNTY OFFICIAL RECORDS
SHEETINDEX
1. NORTHERN PORTION OF INST. 2023-00188
2 SOUTHERN PORTION OF INST. 2023-00188, AND REFERENCES
3. NARRATIVE AND EASEMENT MAP
LEGEND
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
O FOUND 3/4" IP W/YPC INSCRIBED "POVEY & ASSOC."; PER R12; HELD
0 FOUND 1 /2" IP W/YPC INSCRIBED "POVEY & ASSOC."; PER R12; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "BAXTER SURVEYING"; PER R16; HELD
j� FOUND 5/8" IR W/YPC INSCRIBED "HWA"; PER R17; HELD
FOUND 5/8" IR W/RPC INSCRIBED "HWA REF MON"; PER R17; HELD
F21 FOUND 5/8" IR W/YPC INSCRIBED "HWA"; PER R18; HELD
C1 FOUND 5/8" IR W/YPC INSCRIBED "HWA"; R20; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "H.A. MCCOY ENGR"; PER R24; HELD
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
746.20'
47'09'30"
614.18'
N19'32'02"E 596.99'
R16
746.20'
47'09'29"
614.17'
N19'35'49"E 596.98'
C2
746.20'
40014'42"
524.14'
N22059'26"E 513.43'
R16
746.20'
4013'37"
523.90'
N23003'45"W 513.21'
C3
746.20'
6'54'48"
90.04'
N00035'19"W 89.98'
R16
746.20'
6'55'52"
90.27'
N00'31'00"W 90.21'
C4
716.20'
64'27'41"
805.77'
S2811'07"W 763.94'
R1
8' CR
6418'
803.8'
R16
716.20'
64'27'41"
805.77'
S2814'55"W 763.94'
C5
250.00'
1118'45"
49.36'
S8442'52"W 49.28'
R17
250.00'
1118'45"
49.36'
S84'47'51 "W 49.28'
C6
250.00'
11'20'21"
49.48'
S84'43'40"W 49.40'
R17
250.00'
11'20'21"
49.48'
S84'4839"W 49.40'
40.00' 1 30.00' N
N
4- I �C
I00
I
col
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to to M 1
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oo� �
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50-00111
OW '
_ LowI I
rl
I
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JMNo
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W o
(f)1 0
w p
Lo
N N d- .� 20.05'
1 (20.05')R24
40.00' 30.06
1 "00 cfl
M
d- ^
U-) N
1 3 Ln
o "N j
0
-� - M
z�
1
0
PC STA 46+54.09
I
Cl
�o
+ N M
v C.i
I
0
30.00' I 30.00'
00 'bo
0
V_ co
/ ^ N.
cc�
11 V
J co
/ Vro
co
�^
5 ^co 40 col
O
1
V O
i
5000,
i
C-N 1/16 CORNER
POE; -1.0' BG o
•I
N89057'01"E 246.42'
(S89'58'26"E 246.27')R12,R24
(S89'57'51"E 246.44)R16
SEE SHEET 2
I
i
N to I
o'
co� M
M N ►� M \
w w w W w o
io
o _n
O CD
o CD CD O
CD OOoU)
V) V)mV)
VARIES
RECORD
OF SURVEY
LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, THE SOUTHWEST 1/4
OF THE NORTHEAST 1/4, AND THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4,
CTION 19, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
AUGUST 6, 2024
10
N
-JUNIPER •
�L
MEADOWS
9
(93.12')R20
93.21'
M O
� N
N
? Z
N89057'01" E 492.95'
(S89'58'26"E 492.76')R12
(S89058'38"E 493.05')R16
PREPARED FOR
VENTURE PROPERTIES, INC.
6 4230 GALEWOOD STREET, SUITE 100
LAKE OSWEGO, OR 97035
�o
N
7
r; --------------
� cD
s M
N110
�
" cv 8
o NO
z�
153.32 (153.39')R20
0
N89'57'01 "E 246.5300
(246.49')R12
o_
(S89'59'26"E 246.61)R16 N
(S89'59'13"E 246.51')R20
o i
N
0o Q
oS1Z W
N
Ne Ljj
�
ro N
N NI � N N
0o
.Zi Z
30.00, 1 30.00,
INST. 2023-00188
TOTAL AREA: 7.45 ACRES
(N89'28'36"W 325.79')R12
CD(N89031'10"W 325.72)R15,R17
o (N89'31'35"W 325.76')R16
1 N89'36'09" W 325.60'
HELD AS BEING SET PER "JUNIPER
HILL, PHASE 1" (R17), AS NOTED
ON COUNTY SURVEY 16442 (R16)
'v"�-544-5U U/_L 14.ZU _ _ _ _311.55' _ _ S_05'29'22"E 10.05' _
N89'36'09"W 316.55' (N89'31'10"W 316.49')R17
5.00'0
0 SW REINDEER AVENUE
I (5.00')R17 M
i
30 31 32 33
i
r`
N 4 m co
N (
r`
� r
Of`"Md-
^�,-. .
�1NW
� L
c) W
00 L; 06 co
Lr)M
W
��
scow
pl`n(
n
cQ
w0
M O Lo
�
v
M
r` ;n ;n
:� 0
CC
M
cn
v
w
o
cl)
-4-I
0
0
30.00'
J
UNIPER N1�I.,
n
PHASE
29
8/6/lazy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 2 31 25
52
ao
O
CD 4 53
co
6
SCALE: 1 "= 50 FEET
1!!!%?%iii
50 0 10 25 50
R NISI..
i
0JuNN 2�
PASE
co
� ^
54
W
0
W
v
cc
N
r 1
00
L M
55
(�
nr`
co
r`
1
(20.00')R17,R18
I
20.00'
C6 L=49.48
(L=49.36)R17
(L=49.48')R17
JOB NAME: HELMHOLTZ WAY
JOB NUMBER: 10196
DRAWN BY: PDF
CHECKED BY: JAC
DRAWING NO.: 10196 ROS
34
35
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.00M
36
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
m
CS213sa
SHEET 20F3 RECORD OF SURVEY .� � �axo �p iPo PER
areo� reicn��
LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, THE SOUTHWEST 1/4 Sr 5+
OF THE NORTHEAST 1/4, AND THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4, �co^ -
OF SECTION 19, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, (
CITY OF REDMOND, DESCHUTES COUNTY,,OREGON a%
AUGUST 6, 2024
A DESCHUTES COUNTY SUIiVE1fOR jam^ •wry �
o Izo gy;bns PREPARED FOR 1
N �aiE aoo sx�crOPERTIEs'suirz ioo $'Po /
,MAKE OSY.EGO, OR 97035
LEGEND ,
•
0
SET 5/8' IR W YPC INSCRIBED "AKS ENGR." Too
/ / � tix
FOUND 5/8" IR W/YPC INSCRIBED "HWA"; PER R13; HELD PA 4'
FOUND 5/8" " IR W/YPC INSCRIBED BAXTER SURVEYING"; PER R16; HELD ^^�
FOUND " I " FOUND 5/8" IR W/YPC INSCRIBED
0 ND 5/8 R WfYPC INSCRIBED HWA ; PER R17; HELD »_ � � "lYE ENGINEERING"; PER R19• NOT
SCALE: 1 - 50 FEET O ,
FOUND 5/8" IR W/RPC INSCRIBED "HWA REF MON"; PER R17; HELD �� ° '� HELD; STA 52+36.91 28.32' LEFT
FOUND MONUMENT AS NOTED; HELD UNLESS NOTED OTHERWISE !!..� / "
' 50 0 10 25 50 �V ' RADIAL N46 5313 W
/ to X FOUND 1 2" IR; PER R2; NOT
ABBREVIATIONS / HELD; STA 52+65.86 40.57 LEFT
FOUND 1" IP; PER R7, NOT HELD
W/YPC WITH A YELLOW PLASTIC CAP STA 54+36.87 33.71' RIGHT /
W/RPC WITH A RED PLASTIC CAP Zol
IR IRON ROD O
IP IRON PIPE
PT STA 54+59.86
BG BELOW GRADE
POE BENT, TIED POINT OF ENTRY FOUND 1" IP; PER R7; NOT HELD; oe FOUND 5/8" IR W/YPC INSCRIBED N J`
STA 55+73.05 32.49' RIGHT " "
CR DEGREE OF CURVE RADIUS TYE ENGINEERING"; PER R19; NOT J
HELD; STA 54+37.99 26.30' LEFT ✓ �,
INST. INSTRUMENT NUMBER, DESCHUTES 5
COUNTY OFFICIAL RECORDS , �� INST.
2021-48701
- , 5� -y'yp (N89'42'18"W 1324.88')R3
C W 1 /16 CORNER S6o� �h� ��I (s89- '10"W 1320.00')R5
FOUND 1 IP; PER R5; 6�ql� �y� �� (N89'51'18"W 1324.87')R19,R21
-0.7' BG; HELD �`' c,Rp S6'` (N89'51'12"W 1324.97')R23
N89051'16"W 1325.03'
PC STA 56+92.92 / FOUND 5 8" IR W YPC
ILLEGIBLE; PER R19; NOT HELD; 4�K"P,>, �
�1kp0 STA 55+72.30 27.40' LEFT �ti � Q? , s)s.so�sr���
FOUND 5/8" IR; l INST. ��;���2j srs,sQ� S/Q� >>>�0.
UNKNOWN ORIGIN, NOT ,' 2022-26932 �� f%'
INST.
HELD; STA 57+95.74 ��'' 2023-04176
19.67' RIGHT '/ s
kp0 FOUND 1 /2" IP; PER R9;
%' REFERENCES
5� -0.5 BG; POE; HELD FOR PI; �
STA 57+95.56 5.54' RIGHT �.
/ ()R1 RECORD INFORMATION PER COUNTY ROAD MAP RD01539 WHITTED MARKET ROAD N0. 27, BY ROBERT B. GOULD, DATED 1927.
> ( )R2 RECORD INFORMATION PER SURVEY, BY AUBREY EUGENE PERRY, DATED MAY 30 1971 AND FILED AS COUNTY SURVEY 01156. i
/ •(N30'38'41"W 12.55')R11,R13,R14
( )R3 RECORD INFORMATION PER SURVEY, BY CLELL GOODWIN, DATED MARCH 5, 1980, AND FILED AS COUNTY -SURVEY 01161. (N31'09'15"W 12.23')R19,R,R
( )R4 RECORD INFORMATION PER SURVEY, BY ROBERT R. DAVENPORT, DATED DECEMBER 5, 1973, AND FILED AS COUNTY SURVEY 01163. N30'42'47"W 12.23' 1
INST. R R C D 0 0 R
2020-27868
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
746.20'
47'09'30"
614.18'
N1932'02"E 596.99'
R16
746.20'
47'09'29"
614.17'
N19'35'49"E 596.98'
C2
746.20'
40'14'42"
524.14'
N22059'26"E 513.43'
R16
746.20'
40'13'37"
523.90'
N23'03'45"W 513.21'
C4
716.20'
64'27'41"
805.77'
S28'11'07"W 763.94'
R1
8' CR
64'18'
803.8'
R16
716.20'
64027'410
805.77'
S28'14'55"W 763.94'
C7
300.00'
13'22'30"
70.03'
S07036'05"E 69.87'
R17
300.00'
13022'30"
70.03'
S0793245"E 69.87'
( ) 5 E OR INF RMAII N PE SURVEY, BY WILLIAM HUDSON, DATED SEPTEMBER 1962, AND FILED AS COUNTY SURVEY 01164.
( )R6 RECORD INFORMATION PER SURVEY, BY DONALD S. KNOWLES, DATED JULY 27, 1957, AND FILED AS COUNTY SURVEY 01165.
( )R7 RECORD INFORMATION PER SURVEY, BY E.G. MANSFIELD, DATED APRIL 5, 1980, AND FILED AS COUNTY SURVEY 01168.
( )R8 RECORD INFORMATION PER PARTITION PLAT 1991-39, BY WILLIAM G. BAHRKE, FILED JULY 10, 1991, AS COUNTY SURVEY 03418.
( )R9 RECORD INFORMATION PER SURVEY, BY E.G. MANSFIELD, DATED MAY 5, 1972, AND FILED AS COUNTY SURVEY 04968.
( )R10 RECORD INFORMATION PER SURVEY, BY E.G. MANSFIELD, DATED APRIL 12, 1973, AND FILED AS COUNTY SURVEY 04969.
( )R11 RECORD INFORMATION PER SURVEY, BY JOEL SMITH, FILED NOVEMBER 9, 1992, AS COUNTY SURVEY 11295.
( )R12 RECORD INFORMATION PER PARTITION PLAT 2001-47, BY ROBERT R. POVEY, FILED NOVEMBER 8, 2001, AS COUNTY SURVEY 14700.
( )R13 RECORD INFORMATION PER "MAJESTIC RIDGE, PHASES 1 AND 2", BY DAVID R. WIWAMS, FILED APRIL 26, 2002, AS COUNTY SURVEY 14938.
( )R14 RECORD INFORMATION PER "MAJESTIC RIDGE, PHASE 30
, BY DAVID R. WILLIAMS, FILED MAY 20, 2004, AS COUNTY SURVEY 15890.
( )R15 RECORD INFORMATION PER SURVEY, BY PETER A. MANLEY, FILED OCTOBER 19, 2004, AS COUNTY SURVEY 16119.
( )R16 RECORD INFORMATION PER SURVEY, BY ROBERT E. BAXTER, FILED JUNE 8, 2005, AS COUNTY SURVEY 16442.
( )R17 RECORD INFORMATION PER "JUNIPER HILL, PHASE 1% BY PETER A. MANLEY, FILED JULY 20, 2005, AS COUNTY SURVEY 16506.
( )R18 RECORD INFORMATION PER "JUNIPER HILL, PHASE 20
, BY PETER A. MANLEY, FILED JANUARY 25, 2006, AS COUNTY SURVEY 16755.
( )R19 RECORD INFORMATION PER SURVEY, BY UNDA LEE MILLER, FILED AUGUST 8, 2006, AS COUNTY SURVEY 17004.
( )R20 RECORD INFORMATION PER "JUNIPER MEADOWS", BY PETER A. MANLEY, FILED APRIL 25, 2007, AS COUNTY SURVEY 17290.
( )R21 RECORD INFORMATION PER SURVEY, BY LINDA LEE MILLER, FILED JUNE 8, 2007, AS COUNTY SURVEY 17368.
( )R22 RECORD INFORMA11ON PER "SUMMIT CREST PHASE 2% BY DIRK P. DURYEE, FILED JANUARY 29, 2015, AS COUNTY SURVEY 18824.
( )R23 RECORD INFORMATION PER SURVEY, BY MICHAEL S. KALINA, FILED MARCH 21, 2017, AS COUNTY SURVEY 19319.
( )R24 RECORD INFORMATION PER PLAT OF "WARD COMMONS", BY JASON L SIMES, FILED FEBRUARY 16, 2023, AS COUNTY SURVEY 21034.
INST.
2023-04176
FOUND 5/8" IR; PER
R11; POE; HELD
8l6/z64 ti
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 1 1 25
SEE SHEET 1
N �
� CV
¢ r- O -0-
re) 29
M� ul
��^M p to
MNMMM� � d-
n�o�� N 30.00'
o o
Lo
Lo o
o�0000 w
0 0 0 o N
SW RHYOLITE o
0
Co
PLACE
"' _ _234.87' _
N89'36'06"W 236.87'
VARIES o (N89'32'46"W 236.87')R17
0
i^W
w
N � co Q�
oao %(f�
r- -^ d-
L,00 o�
�W
tD w O M d- _
�. w o v- r
o - tt) RT
10
N MLo
00 b
o N o
o t/)
Mi
C
Q
INST. 2023-00188
S NILL,
TOTAL AREA: 7.45 ACRES ��
IPER
0julm PHASE 1
I
�? 9
N
N �O
CENTER 1 /4 CORNER N,
FOUND 1" IR; PER R5; HELD
VARIES-P-A
(SO116'W 50')R6 3p'0°
S00'04'16"W 50.00')R11,R13,R19,R21 1
(S00'05 35 W 49.84TR16 CI' Ti
S00101'32"W 49.78' o N
N r
" 1R; PER R11 R13,R�6,R19'R2 (51.3 i
FO�Np 5I pOE; NEON "E 1aa;; �,R11$.4$ 64)R13 16 n 51 •a2 ��'
,10' gG, �N15.46 00 O� 03 w �$ . �669„w 6611 �R ,o o
S�53 `qp, �sI 3a° 66as i R 'Q,
R13,R� 4, FS mot' � o A
�121'S4 W 12� 10�R16 244•g3 6 p�W�R13,R.4
_ `S15 25 00 25� °0
�515 34 ° 12� •6° _
�p.42;R% 42 40 302�5
g g6 4 S15 vENV
-� wmo � o
\ re-) Lo � O to m M r�
1� \ N AJES'lG Lo Lo Lo ;� �, ^ C>
co 0
1 RIDGES
1 M rn pej
pHA ���MM,�
C RIDGE AND 2 N � � po
O / JES� M' N
y� _JI_ AMA PHASE 3 s wi
d
�• 0 000�000P0
0 N viv N N
C-S 1 /6 CORNER
FOUND 5/8" IR, WITH 1-1/2" ALUMINUM CAP 1
INSCRIBED "TYE ENGINEERING", PER R22, HELD
JOB NAME: HELMHOLTZ WAY
JOB NUMBER: 10196
DRAWN BY: PDF
CHECKED BY: JAC
DRAWING NO.: 10196 ROS
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
C ►
-W
SHEET30F3 RECORD OF SURVEY
�� CHUM ��� WRVO� LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, THE SOUTHWEST 1/4
�� WO
�� BY, Co i���; 11, OF THE NORTHEAST 1/4, AND THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4,
1
OF SECTION 19, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
J CITY OF REDMOND, DESCHUTES COUNTY, OREGON
I � W AUGUST 6, 2024
0
N N89'48'01'W 160.57' 1.11,
N89'48'01•W162.75• , ASEMENT REFERENCES
EASEMENT REFERENCES ARE FROM A DEVELOPMENT REPORT BY FIRST AMERICAN TITLE, ORDER NUMBER 7061-4048990. EASEMENTS SHOWN ON THE SUBJECT
PROPERTY ARE PER SAID REPORT, EASEMENTS NOT LISTED ON SAID REPORT AND/OR CREATED AFTER SAID REPORT DATE, MAY NOT BE SHOWN ON THIS SURVEY.
EASEMENTS SHOWN ON THIS SURVEY PER SAID TITLE REPORT ARE ONLY THOSE EASEMENTS THAT ARE MAPPABLE.
U
El AN EASEMENT FOR AN ANCHOR AND GUY WIRE, TO BENEFIT CENTRAL ELECTRIC COOPERATIVE, INC., PER VOLUME 287, PAGE 2128, DESCHUTES COUNTY OFFICIAL
SCALE: 1 "= 60 FEET / �S0717'24'E 20.30' i RECORDS. SHOWN CENTERED OF THE EXISTING GUY WIRE.
C13 L=8.6:
60 0 12 30 60
C14 L=20.00'
/ E3 -
C15 L=26.47'-
i
/ V
yS i
C17 L=6.18'
C18 L=24.25' �N4911'34"W 30.00'
E3
S2939'03'W 36.60'
� 7.65' �Y '/l*_l_N4797'35'E 46.33'
-N73'49'54"W 30.07'
S29'39'03"W 37.49'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C10
746.20'
8035'10"
111.82'
N0014'52"E 111.72'
C11
746.20'
1'32'30"
20.08'
N0518'42"E 20.08'
C12
746.20'
8'39'20"
112.73'
N10'24'37"E 112.62'
C13
746.20'
0039'45"
8.63'
N15'04'09"E 8.63'
C14
746.20'
1'32'08"
20.00'
N1610'06"E 20.00'
C15
746.20'
2001'58"
26.47'
N17'57'09"E 26.47'
C16
746.20'
21721'51"
278.24'
N29'39'03"E 276.63'
C17
746.20'
0'28'27"
6.18'
N40734'13"E 6.18'
C18
746.20'
1751'43"
24.25'
N41'44'18"E 24.25'
C19
746.20'
0'26'38"
5.78'
N42'53'28"E 5.78'
W
'W
icn
iQ
CD
i
i
�I
S142957"E 5.00'
�- 0'-
f.30, M ON pv
S�5
5A.4d SA`
E2 AN EASEMENT FOR AN ANCHOR AND GUY WIRE, TO BENEFIT CENTRAL ELECTRIC COOPERATIVE, INC., PER VOLUME 287, PAGE 2129, DESCHUTES COUNTY OFFICIAL
RECORDS.
E3 AN EASEMENT FOR COMMUNICATION LINES, TO BENEFIT QUANTUM COMMUNICATIONS, LLC, PER INSTRUMENT NUMBER 2002-15687, DESCHUTES COUNTY OFFICIAL
RECORDS. SHOWN CENTERED OVER THE EXISTING CENTRAL ELECTRIC COOPERATIVE, INC., ELECTRIC UTILITY POLE LINE, ALONG SW HELMHOLTZ WAY.
E4 AN EASEMENT FOR A BURIED CABLE, TO BENEFIT QWEST CORPORATION, PER INSTRUMENT NUMBER 2005-83487, DESCHUTES COUNTY OFFICIAL RECORDS.
E5 AN EASEMENT FOR CONSTRUCTING, OPERATING AND MAINTAINING A SEWER LINE, TO BENEFIT DR HORTON, INC., AND THE CITY OF REDMOND, PER INSTRUMENT
NUMBERS 2006-44632, AND 2006-61635, DESCHUTES COUNTY OFFICIAL RECORDS.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH AND MONUMENT THE OUTER BOUNDARY OF THE PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2023-00188, RECORDED JANUARY 4, 2023,
DESCHUTES COUNTY OFFICIAL RECORDS, FOR A FUTURE SUBDIVISION; AND TO ESTABLISH POR11ONS OF THE RIGHTS -OF -WAY OF SW 42ND STREET, SW REINDEER AVENUE, SW 43RD STREET, SW
RHYOLITE PLACE, SALMON AVENUE, AND SW HELMHOLTZ WAY.
THE BEARINGS FOR THIS SURVEY ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13
TRANSFORMATION,
THE NORTH LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE SOUTH LINES OF "JUNIPER MEADOWS" (R20), AND "WARD COMMONS" (R24), WAS ESTABLISHED BY HOLDING
THE FOUND MONUMENTS ALONG SAID LINE.
THE PORTION OF THE EAST LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE WEST LINE OF "JUNIPER HILL PHASE 2" (R18), WAS ESTABLISHED BY HOLDING THE FOUND
MONUMENTS ALONG SAID LINE.
THE POR11ON OF THE EASTERLY LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE NORTH RIGHT-OF-WAY LINE OF SW REINDEER AVENUE, WAS ESTABLISHED BY HOLDING A
LINE PARALLEL WITH AND 10.00 FEET NORTH OF THE CENTERLINE OF SAID SW REINDEER AVENUE. SAID CENTERLINE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID CENTERLINE.
THE POR11ON OF THE EAST LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE NORTH -SOUTH CENTER QUARTER SECTION LINE OF SECTION 19, WAS ESTABLISHED BY HOLDING
THE FOUND MONUMENTS ALONG SAID CENTER QUARTER SEC11ON LINE.
THE PORTION OF THE SOUTH LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE NORTH RIGHT-OF-WAY LINE OF SALMON AVENUE WAS ESTABLISHED BY HOLDING THE FOUND
MONUMENTS ALONG SAID LINE.
THE SOUTHWEST LINE, AND A PORTION OF THE SOUTH LINE OF INSTRUMENT NUMBER 2023-00188, BEING THE AGREEMENT BOUNDARY LINE PER COUNTY SURVEY 17368 (R21), WERE ESTABLISHED
BY HOLDING THE FOUND MONUMENTS ALONG SAID LINES. SAID AGREEMENT BOUNDARY LINE WAS HELD BY THIS SURVEY.
THE CENTERLINE OF SW HELMHOLTZ WAY, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE POINT OF INTERSECTION (PI) AT STATION 57+95.56, 5.54 RIGHT OF SAID CENTERLINE, BY
HOLDING RECORD RADII PER COUNTY ROAD NOTES RD01539 (R1), BY HOLDING RECORD RADII, ANGLES, AND DISTANCES PER COUNTY SURVEY 16442 (R16), HOLDING A LINE PARALLEL WITH AND
30.00 FEET WEST OF THE WEST LINE OF INSTRUMENT NUMBER 2023-00188, AND BY HOLDING A LINE PARALLEL WITH AND 30.00 FEET WEST OF THE FOUND MONUMENTS ALONG THE WEST PLAT
BOUNDARY OF "WARD COMMONS" (R24). THIS SURVEY HELD STATIONING ALONG SAID CENTERLINE FROM COUNTY SURVEY 19319 (R23). OTHER SURVEYS MONUMENTED THE AS -TRAVELED WAY, THE
FOUND MONUMENTS OF THOSE SURVEYS ARE SHOWN IN REFERENCE TO SAID CENTERLINE, AND WERE NOT HELD.
THE WEST LINE OF INSTRUMENT NUMBER 2023-00188. BEING CONTIGUOUS WITH THE EAST RIGHT-OF-WAY LINE OF SW HELMHOLTZ WAY, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS
ALONG SAID LINE, BY HOLDING RECORD RADII PER COUNTY SURVEY 16442 (R16), AND BY HOLDING A 30.00 FOOT OFFSET FROM THE ESTABLISHED CENTERLINE OF SW HELMHOLTZ.
THE RIGHT-OF-WAY LINES OF SW 42ND STREET, WERE ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG THE WEST, EAST, AND THE CENTERLINE OF SAID SW 42ND STREET.
THE CENTERLINE OF SW RHYOLITE PLACE, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID CENTERLINE.
THE CENTERLINE OF SW 43RD STREET, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID CENTERLINE, AND BY HOLDING RECORD CURVE DATA PER "JUNIPER HILL, PHASE 1'.
THE CENTERLINE OF SALMON AVENUE, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT ALONG SAID CENTERLINE, AND BY HOLDING THE RECORD ANGLE OF 90100'00' FROM CENTERLINE OF SW
43RD STREET PER "MAJESTIC RIDGE, PHASES 1 AND 2" (R13).
PREPARED FOR -
VENTURE PROPERTIES, INC.
4230 GALEWOOD STREET, SUITE 100
LAKE OSWEGO, OR 97035
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31 2
JOB NAME: HELMHOLTZ WAY
JOB NUMBER: 10196
DRAWN BY: PDF
CHECKED BY: JAC
DRAWING NO.: 10196 ROS
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
0
21364
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E2 AN EASEMENT FOR AN ANCHOR AND GUY WIRE, TO BENEFIT CENTRAL ELECTRIC COOPERATIVE, INC., PER VOLUME 287, PAGE 2129, DESCHUTES COUNTY OFFICIAL
RECORDS.
E3 AN EASEMENT FOR COMMUNICATION LINES, TO BENEFIT QUANTUM COMMUNICATIONS, LLC, PER INSTRUMENT NUMBER 2002-15687, DESCHUTES COUNTY OFFICIAL
RECORDS. SHOWN CENTERED OVER THE EXISTING CENTRAL ELECTRIC COOPERATIVE, INC., ELECTRIC UTILITY POLE LINE, ALONG SW HELMHOLTZ WAY.
E4 AN EASEMENT FOR A BURIED CABLE, TO BENEFIT QWEST CORPORATION, PER INSTRUMENT NUMBER 2005-83487, DESCHUTES COUNTY OFFICIAL RECORDS.
E5 AN EASEMENT FOR CONSTRUCTING, OPERATING AND MAINTAINING A SEWER LINE, TO BENEFIT DR HORTON, INC., AND THE CITY OF REDMOND, PER INSTRUMENT
NUMBERS 2006-44632, AND 2006-61635, DESCHUTES COUNTY OFFICIAL RECORDS.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH AND MONUMENT THE OUTER BOUNDARY OF THE PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2023-00188, RECORDED JANUARY 4, 2023,
DESCHUTES COUNTY OFFICIAL RECORDS, FOR A FUTURE SUBDIVISION; AND TO ESTABLISH POR11ONS OF THE RIGHTS -OF -WAY OF SW 42ND STREET, SW REINDEER AVENUE, SW 43RD STREET, SW
RHYOLITE PLACE, SALMON AVENUE, AND SW HELMHOLTZ WAY.
THE BEARINGS FOR THIS SURVEY ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13
TRANSFORMATION,
THE NORTH LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE SOUTH LINES OF "JUNIPER MEADOWS" (R20), AND "WARD COMMONS" (R24), WAS ESTABLISHED BY HOLDING
THE FOUND MONUMENTS ALONG SAID LINE.
THE PORTION OF THE EAST LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE WEST LINE OF "JUNIPER HILL PHASE 2" (R18), WAS ESTABLISHED BY HOLDING THE FOUND
MONUMENTS ALONG SAID LINE.
THE POR11ON OF THE EASTERLY LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE NORTH RIGHT-OF-WAY LINE OF SW REINDEER AVENUE, WAS ESTABLISHED BY HOLDING A
LINE PARALLEL WITH AND 10.00 FEET NORTH OF THE CENTERLINE OF SAID SW REINDEER AVENUE. SAID CENTERLINE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID CENTERLINE.
THE POR11ON OF THE EAST LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE NORTH -SOUTH CENTER QUARTER SECTION LINE OF SECTION 19, WAS ESTABLISHED BY HOLDING
THE FOUND MONUMENTS ALONG SAID CENTER QUARTER SEC11ON LINE.
THE PORTION OF THE SOUTH LINE OF INSTRUMENT NUMBER 2023-00188, BEING CONTIGUOUS WITH THE NORTH RIGHT-OF-WAY LINE OF SALMON AVENUE WAS ESTABLISHED BY HOLDING THE FOUND
MONUMENTS ALONG SAID LINE.
THE SOUTHWEST LINE, AND A PORTION OF THE SOUTH LINE OF INSTRUMENT NUMBER 2023-00188, BEING THE AGREEMENT BOUNDARY LINE PER COUNTY SURVEY 17368 (R21), WERE ESTABLISHED
BY HOLDING THE FOUND MONUMENTS ALONG SAID LINES. SAID AGREEMENT BOUNDARY LINE WAS HELD BY THIS SURVEY.
THE CENTERLINE OF SW HELMHOLTZ WAY, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE POINT OF INTERSECTION (PI) AT STATION 57+95.56, 5.54 RIGHT OF SAID CENTERLINE, BY
HOLDING RECORD RADII PER COUNTY ROAD NOTES RD01539 (R1), BY HOLDING RECORD RADII, ANGLES, AND DISTANCES PER COUNTY SURVEY 16442 (R16), HOLDING A LINE PARALLEL WITH AND
30.00 FEET WEST OF THE WEST LINE OF INSTRUMENT NUMBER 2023-00188, AND BY HOLDING A LINE PARALLEL WITH AND 30.00 FEET WEST OF THE FOUND MONUMENTS ALONG THE WEST PLAT
BOUNDARY OF "WARD COMMONS" (R24). THIS SURVEY HELD STATIONING ALONG SAID CENTERLINE FROM COUNTY SURVEY 19319 (R23). OTHER SURVEYS MONUMENTED THE AS -TRAVELED WAY, THE
FOUND MONUMENTS OF THOSE SURVEYS ARE SHOWN IN REFERENCE TO SAID CENTERLINE, AND WERE NOT HELD.
THE WEST LINE OF INSTRUMENT NUMBER 2023-00188. BEING CONTIGUOUS WITH THE EAST RIGHT-OF-WAY LINE OF SW HELMHOLTZ WAY, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS
ALONG SAID LINE, BY HOLDING RECORD RADII PER COUNTY SURVEY 16442 (R16), AND BY HOLDING A 30.00 FOOT OFFSET FROM THE ESTABLISHED CENTERLINE OF SW HELMHOLTZ.
THE RIGHT-OF-WAY LINES OF SW 42ND STREET, WERE ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG THE WEST, EAST, AND THE CENTERLINE OF SAID SW 42ND STREET.
THE CENTERLINE OF SW RHYOLITE PLACE, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID CENTERLINE.
THE CENTERLINE OF SW 43RD STREET, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS ALONG SAID CENTERLINE, AND BY HOLDING RECORD CURVE DATA PER "JUNIPER HILL, PHASE 1'.
THE CENTERLINE OF SALMON AVENUE, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT ALONG SAID CENTERLINE, AND BY HOLDING THE RECORD ANGLE OF 90100'00' FROM CENTERLINE OF SW
43RD STREET PER "MAJESTIC RIDGE, PHASES 1 AND 2" (R13).
PREPARED FOR -
VENTURE PROPERTIES, INC.
4230 GALEWOOD STREET, SUITE 100
LAKE OSWEGO, OR 97035
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31 2
JOB NAME: HELMHOLTZ WAY
JOB NUMBER: 10196
DRAWN BY: PDF
CHECKED BY: JAC
DRAWING NO.: 10196 ROS
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
0
21364