HomeMy WebLinkAboutSurvey 20456PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE, SURE 100
BEND, OR 97702
N
SCALE: 1 "=100 FEET
I m %iii
101) 0 20 50 100
NORTH 1/4 CORNER
SECTION 11
2" BRASS CAP ON A 2"
IRON PIPE /
0
moo/
CRESCENT CREEK DRIVE
- T -
(N30'S5'32"E 206 51')R3
EXISTING 90' PUBLIC
ROADWAY AND UTILITY
EASEMENT DEDICATED PER
INSTR. NO. 2018-41944
TRACT 'EF' _ _ -� R,,R3
L
CRESCENT CREEK NO. 5 SHEET 20F6
A REPEAT OF A PORTION OF LOT 9 OF "NEWBERRY NEIGHBORHOOD NO. 2",
LOCATED IN THE NORTHEAST 1/4 OF SECTION 11 AND THE SOUTHEAST 1/4 OF
SECTION 2, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN,
CITY OF LA PINE, DESCHUTES COUNTY, OREGON
DATE,* JANUARY22, 2021 z
'
6�51R1
ILLEGIBLE CAP
206
NO CAP TRACT EE Iv
TRACT 'EAN3055132"E 206.51' to
o LLo
TRACT
0° 205
'X' N p �
Lo
157 164 `.' � to
INITIALr--
POINT RR,jOR,� 1 h
I � -�p,CT 204
� 156 163 � ,s, �,
N co
LU 155 W ' to I� 0�0 000 c 00 00
>_ 162 > � 203
� TRACT EB �
TRACT 'W' 0 TRACT EH O
zo � _ TRACT EG—___--- RIVE
154 w 161 — MUSKET Cco 202
ckf Q W 187
in
W 153 160 190 189 cu 201
a 192 191 z
188 'z
A 159
152 z Lo ~ 200
1 - �.2Z 197
193 194 195 196
151 158
1
198 99
-
DRiV --- - - --
CAMPFIRE DRIVE
- 3/4" IR SMOOTH, TRACT 'V' TRACT 'EC'
AS SHOWN PER (R2)
(359.78')R3
359.78'
S30'5539"W 778.18f
(S30'55'39"W 778.18')R3 BEARS S4514'28"E 0.26',-/
S30'55'39"W 1745.03' HELD FOR NORTHEASTERLY LINE
OF LOT 9
(S30-55939"W 1745.039)R3
CD
BASIS OF BEARINGS
N
(S30.56'02"W 1744.99')R1-CALCULATED
(S30'55'39"W 1744.99')R2
THE DALLES-CALIFORNIA HIGHWAY (U.S. 97)
NOTES*
1. TRACTS A', 'EB', 'EC', 'ED', 'EE', 'EF', 'EG', 'EH', 'El', AND 'EJ' ARE SUBJECT TO
A PUBLIC PEDESTRIAN AND BICYCLE ACCESS EASEMENT OVER THEIR ENTIRETIES,
SEE DECLARATION.
2. TRACT 'EJ' IS SUBJECT TO A SANITARY SEWER EASEMENT OVER ITS ENTIRETY.
5/8" IRON ROD, NO CAP,
LEANING WEST; PER (R1),
DESTROYED, RESET AS SHOWN
!�
o
N
\ ° NO CAP
w
O
cV
N o -C:)
JN CV
N N
U
w
EXISTING 30' PUBLIC
ROADWAY AND PUBLIC
UTILITY EASEMENT
DEDICATED PER INSTR.
NO. 2018-41944
(607.07')R3
(607.25')R1
607.07'
3/4" IR SMOOTH,
AS SHOWN PER (R2)
0
0
C)
0
N
REFERENCES
(R1) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD NO. 2", CS 17208, BY
GARY E. PAUL, FILED ON 1 /30/2007
(R2) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD", CS 15579, BY JERRY
C. POWELL, FILED ON 10/17/2003
(R3) RECORD INFORMATION PER "CRESCENT CREEK NO. 4", CS 19832, BY BRIAN C.
COURSEN, FILED ON 1 /7/2019
LEGEND
X
5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR." SET
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R3)
Q
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"OTAK INC."; PER (R1); HELD UNLESS
NOTED OTHERWISE
p
DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
INSTR. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
IR
IRON ROD
W/YPC
WITH A YELLOW PLASTIC CAP
CS
DESCHUTES COUNTY SURVEY NUMBER
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
(R1)
(R3)
1245.00'
23'37'02"
513.19'
N19'07'01 "E 509.56'
1245.00'
23'37'02"
513.19'
N19'07'31 "E 509.56'
1245.00'
23'37'02"
513.19'
N19'07'01 "E 509.56'
C2
(R1)
(R3)
500.00'
31 *13'34"
272.50'
S60'51'15"E 269.14'
500.00'
31'13'34"
272.50'
S60'50'57"E 269.14'
500.00'
j 31'13'34"
j 272.50'
j S60-51-15"E 269.14'
DESCHUTES C U SURVEYOR
R
FILM
z�8 zD Z :1Jvh�
/ 2 4Los/
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MIICHAEL S. KAUNA
89558PLS
RENEWS: 6 30 21
Etl3i
-at-
Un
C"
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE, SUITE 100
BEND, OR 97702
Z
SCALE: 1 "= 40 FEET
40 0 8 20 40
TRACT 'EA'
1,533 SF
INITIAL
POINT
0
0
"
DESCHUTES COUNTY SURVEYOR
FILED Y
21 �OZ1 •. Dvn/t
EXISTING 90' PUBLIC ROADWAY
AND UTILITY EASEMENT DEDICATED
PER INSTR. NO. 2018-41944
CRESCENT CREEK NO. 5 SHEET 30F6
A REPEAT OF A PORTION OF LOT 9 OF "NEWBERRY NEIGHBORHOOD NO. 2"s
LOCATED IN THE NORTHEAST 1/4 OF SECTION 11 AND THE SOUTHEAST 1/4 OF
SECTION 2, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN,
CITY OF LA PINE, DESCHUTES COUNTY, OREGON
DATE: JANUARY 22, 2021
FILE N0. TP-13-1021
'o
Cl
�i
d-
CRESCENT CREEK DRIVE
1
CD
o
o o
CDUri
N30'55'32" E 206.51Z !
10.00' o- --------109.53'--------- o
(10.00 )R3 ..d-
4.00'
TRACT 'X'
0
r7 O
- Lo
157 0 0 0
0 0
O
to co
2.00'
1
P0
Of
C:)
o
156
0
CD00
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of
155
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TRACT 'W
o
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o
154 0 0
0
oc6
00 co
k
REFERENCES-
N30 55 32 E 109.54
SSE
I
o
a
164
°° o
6,572 SF
i
I
5.00'
I
PUE
N30'55'32"E 109.54'
I
1
I
163
I
i
C)
7,668 SF
0
o
o
00 I
1
1
I
16.00'
N30'55'32"E 109.54'
SSE
CDf
162CD
°O o
7,230 SF
I
SEE PUE DETAIL
N30'55'32"E 109.54'
I J
1
TRACT 'EB' 1,753 SF co
N30*55'32"E 109.54' L
I
SSE
CD
o �
0
161 °°
6,792 SF i
5.00' PUE
1
N30'55'32"E 109.54'
6.00'
I
160 ' 1
I
30.00' f� I 30.00'
5.00'-
- 16.00' PUE
1
I v
J
m
o_
1 w
o �
I� Q
J
N
_ j
MEWS
Z
W
I
� a
30.00' 30.00'
1
- - - - o
ui
0
o
NO CAP
0
-21.98'---
15.00'
Cl0-
U-
L=15.20'
I �
00
0
U6
0
0 LL_
U)
W Lr)N
w
L L
00 r m
cV r I-
uj
w
M
�
`n
U
Q
C25
�
L=16.31'
15.00:1
21.98'
o S30'55'32"W
0
36.98'
CV
C11
- C12 -
L=35.00' f
L=35.00'
o
PUE -
o
U_�
b
U-)
O Li
0
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cn
W
(.0to
to
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cV M
co
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to
,r-- SSE-T
r SSE-T
C1 L_513.19'
C16
L=35 0Cl 40�
C13 -- 35. _ L=35.00
1.50
i-=35.00' L=35.00,
CD
'o
L
o
o
N
O_
w
No
W
to
LO
Lo
rco
to
� O
r to
00
M
M
Lo
e� to
N
M
rM
O
zo
al
:.t
to
I
Lo
C24 C23
L=37.83' L=37.83'
TRACT 'EX 9,284 S
SSE-T
SSE-T C20
C22 C21 1_=37.83'
L=37.83' L=37.BS
RRITORY LANE
F TE (PRIVATE)
C32 C33
,
LEGEND
• 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.",
PER POST MONUMENTATION NOTE (SEE SHEET 1)
■ 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS
ENGR.", PER POST MONUMENTATION NOTE (SEE SHEET 1)
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
PER (R3)
O FOUND 5/8" IRON ROD W/YPC INSCRIBED "OTAK INC.";
PER (Rl ); HELD UNLESS NOTED OTHERWISE
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
IR IRON ROD
W/YPC WITH A YELLOW PLASTIC CAP
_ CS DESCHUTES COUNTY SURVEY NUMBER
7ECl
PUE PUBLIC UTILITY EASEMENT7 SSE SANITARY SEWER EASEMENT TO CITY OF LA PINE
L=17.00' SSE-T SANITARY SEWER EASEMENT TO CITY OF LA PINE,
SEE TYPICAL DETAIL THIS SHEET
N PUE SF SQUARE FEET
Lo
s
o0
Lo
o
0
_
�'"
TT
V • 0
Lo 00
w� , to
�C-0
N �'
N
w
ro
Lo
O
v
`o
cn
N
C18 Z
SSE L=18.62'
O
-41
C19
a 4�
L=37.83'
C26 L= 424.21' N
430.28'
�
O
C27 L= C35
C34=35.01 SSE
v
L=35.01
"
15.00,
21.98'
C29
C30
' C31
L=35.01'
L=35.01'
L=35.01
SSE-T
11
C28
L=35.01'
L=35.01'
SSE-T
L=15.11'
TU-)
SSE-T
SSE-T
Lo
o o
�_
r-
LcLqo)
SSE-T
(U0:D0)
SSE-T
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C43
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��
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L=16.96'
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?
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coil
C44
68' s Z_
0
41
__ _
L-37.5
�
C39
_
- L_37.59'_
'--
L=1612'
C37
C38
-
-- L=37.59
,._ --L
37 59'-_
15.00'
21.98' -- -
--L=37.59' -
---L=37.59'
C9
16.00'
I
o N30'55'32"E 66.98'
o
� I
00
N
N
Z N
I
CONTINUED ON
SHEET 6
(R1) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD NO. 2", CS 17208, BY
GARY E. PAUL, FILED ON 1 /30/2007
(R2) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD", CS 15579, BY JERRY
C. POWELL, FILED ON 10/17/2003
(R3) RECORD INFORMATION PER "CRESCENT CREEK NO. 4", CS 19832, BY BRIAN C.
COURSEN, FILED ON 1 /7/2019
DRIVE (PUBLIC) -L-�74.79
MUSKET -�'-
- _ C8 L_26�_ _ _---- - -
SANITARY SEWER EASEMENT (SSE-T)
TYPICAL DETAIL
NOT TO SCALE
I-0- 8.00'
TRACT UNE
/12Ce Z.e2rt
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6/30/21
5.00'-l'
162
i
1
_ J
PUE
I
10.00'-�
TRACT 'EB'
I
o�
I
co
5.00'----
LOT 162 PUE DETAIL
1"=20'
I
aC. 176
w
fkf w
PUE
-- 5 000'
1 0
I �
L_1__ u
b -1----
C)o ---
TRACT 'EG' PUE DETAIL
1"=20'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1245.00'
23'37'02"
513.19'
S19'07'01 "W 509.56'
C8
1496.00'
10*06'29"
263.92'
N25'52'18"E 263.58'
C9
179.00'
23'5626"
74.79'
N32'47'16"E 74.25'
C10
1245.00'
0'41'58"
15.20'
N30'34'33"E 15.20'
Cll
1245.00'
1'36'39"
35.00'
N29'25'14"E 35.00'
C12
1245.00'
1'36'39"
35.00'
N27'48'35"E 35.00'
C13
1245.00'
1'36'39"
35.00'
N26'11'56"E 35.00'
C14
1245.00'
1'36'39"
35.00'
N24'35'17"E 35.00'
C15
1245.00'
1'3639"
35.00'
N22'58'38"E 35.00'
C16
1245.00'
1'3639"
35.00'
N21'21'59"E 35.00'
C17
1245.00'
0'46'57"
17.00'
N20'10'11 "E 17.00'
C18
1345.50'
0047'34"
18.62'
N20'10'11 "E 18.62'
C19
1345.50'
1'3639"
37.83'
N21'22'18"E 37.83'
C20
1345.50'
1'3639"
37.83'
N22'58'57"E 37.83'
C21
1345.50'
1'36'39"
37.83'
N24'35'36"E 37.83'
C22
1345.50'
1'36'39"
37.83'
N2612'15"E 37.83'
C23
1345.50'
1'36'39"
37.83'
N27'48'54"E 37.83'
C24
1345.50'
1'36'39"
37.83'
N29'25'33"E 37.83'
C25
1345.50'
0'41'40"
16.31'
N30'34'42"E 16.31'
C26
1345.50'
18'03'52"
424.21'
N21'5336"E 422.46'
C27
1365.50'
18'03'16"
430.28'
N21'53'54"E 428.50'
C28
1365.50'
0'38'03"
15.11'
N30'36'31"E 15.11'
C29
1365.50'
1'28'09"
35.01'
N29'33'25"E 35.01'
C30
1365.50'
1'28'09"
35.01'
N28'05'16"E 35.01'
C31
1365.50'
1'28'09"
35.01'
N26'37'07"E 35.01'
C32
1365.50'
1'28'09"
35.01'
N2500858"E 35.01'
C33
1365.50'
1'28'09"
35.01'
N23'40'49"E 35.01'
C34
1365.50'
1'28'09"
35.01'
N2212'40"E 35.01'
C35
1365.50'
1'28'09"
35.01'
N20'44'31 "E 35.01'
C36
1466.00'
0'37'48"
16.12'
N30'36'38"E 16.12'
C37
1466.00'
1'28'09"
37.59'
N29'3339"E 37.59'
C38
1466.00'
1'28'09"
37.59'
N28'05'30"E 37.59'
C39
1466.00'
1'28'09"
37.59'
N26'37'21"E 37.59'
C40
1466.00'
1'28'09"
37.59'
N25'09'12"E 37.59'
C41
1466.00'
1'28'09"
37.59'
N23'41'03"E 37.59'
C42
1466.00'
1'28'09"
37.59'
N22'12'54"E 37.59'
C43
1466.00'
0'39'47"
16.96'
N21'08'57"E 16.96'
C44
209.00'
5'40'05"
20.68'
S23'39'06"W 20.67'
� 20456
PREPARED FOR.
PAHLISCH HOMES
210 SW WILSON AVE, SUITE 100
BEND, OR 97702
0
0
C4
SSE
Z DESCtfUTES COUNTY SURVEYOR
FlLED 2 g zo1 / BY. �vnlcel6
SCALE: 1 "= 40 FEET
1!-m 61%ii�
40 0 8 20 40
CPp,
i-8.00 EXISTING 90' PUBLIC ROADWAY AND pN RpO, Ao
UTILITY EASEMENT DEDICATED PER 51g \R WEST p SNpWN
TRACT UNE INSTR. N0. 2018-41944 �EPN\OG R�SO� PS
OES�R°�
SANITARY SEWER
EASEMENT (SSE-T)
TYPICAL DETAIL
NOT TO SCALE o .
� r
�� v
GRE
/ 40 �
0 0, 12• 9 � ' � � � cv
7 0
Lo
N13.31 �
SSE o � ,` � � c!'
,30 �1 � 16 ` � o
C53 ; ' `'' ``, 206
d'
PUE + 2 - 34.ga �\ C54 1y -o 7,000 SF V,
,-coCS
0
`no d o J
� p Cep cam►
o s? can
C o u- r o
oo o N p�E 2 205 ;
�'' d? ``' SSE SSE-T C63 2 �� 7,516 SF
'- L=10.00'
SSE-T
V 1 =3� �4 y C72 L=30.92 1, 30 00, ROW
Q SSE-T C6 '
pG 60 �,31.83 18.41, � � � g•26'16"E 10°'00 DEp�CA�ION
C N N1 I
a3
~ �-159
0 M C59 3' ` 3 ' �,� o CLo
64 C69 �' `► I 16 0°
�_39.3=424.21'PC� C6S `-33� SSE
C26
Z= 9,2a4 SF C2l L=430.2$ 35 °� 5 UE I M U- I
Z � \- SSE-T � P i o °" 204 �
Q C65 L,3-i •42 SSE-T �`' ► 06
V `_2a 86 oo w I 7,901 SF ;s,
' r ro
r J L 00
TERRITORYcq
U
LANE ap ,s, I N32 48 24 E 100.00
I
7 "
(PRIVATE) o
M
coo o �6 v, I
r Lo
0 I
SEE PUE 1' 35 "w 91 �1 7,658203
65o83SF ^ I
DETAIL �- 21 S14'4916 `� rn I q' C-)o I
-L-C71 L=66.65 TRACT 'EH' 0 30 °°' i SSE -'
10,012 SF ry 30. 00 l g 00 S45.1 H i
(PUBLIC) 755�'��-_ 1 ►� � o N44' 4?8 E °'91 'El'
i
o -�`,, �, 45'3 ' > >
0 2 E 1 °o.o ' i TRACT EI ;
C9 L=74.79' "�' MU`SK N44•4532" ° 52,840 SF
of
T 0R, `o r 16 40, E 100 40, i
N44.45,2 „ E SSE
E _ 105 56, cd o 10.00' PUE i
\ , o I tii 30 40'
CON
NEED
i
;
REFERENCES SHEE
°N �, 3
7/
202
;, 7,000 SF
o
/ N
; �'
C6
5C14
C,41
E
(R1) RECORD INFORMATION PER NEWBERRY NEIGHBORHOOD NO. 2 , CS 17208, BY
o
GARY E. PAUL, FILED ON 1/30/2007
"NEWBERRY
,
N
% 44'45'32HE 100
(R2) RECORD INFORMATION PER NEIGHBORHOOD", CS 15579, BY JERRY
, 00 ,
4,
v,
C. POWELL, FILED ON 10/17/2003
201
40
(R3) RECORD INFORMATION PER "CRESCENT CREEK NO. 4", CS 19832, BY BRIAN C.
to
clo
COURSEN, FILED ON 1 /7/2019
a
/
CRESCENT CREEK NO. 5 SHEET40F6
A REPEAT OF A PORTION OF LOT 9 OF "NEWBERRY NEIGHBORHOOD N0. 2",
LOCATED IN THE NORTHEAST 1/4 OF SECTION 11 AND THE SOUTHEAST 1/4 OF
SECTION 29 TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN,
CITY OF LA PINE, DESCHUTES COUNTY, OREGON
DATE: JANUARY 22, 2021
FILE N0. TP-13-1021
TRACT 'EH'
C98 C99
L=4.42' L=12.00'
� 83 o PUE
00 o
ui
J L_A__
5.03'
S60'52'43"E 3.00'
TRACT 'EH' PUE
DETAIL
1"=20'
�w
3°, p118�IC
EX1SP� AND p �B`iC
�� � EPS PERNINS�'
DEp� �018 41944
Np•
i_
I g PUE
I
I�
204
�-10.00'
f'
I
�J
0 203
o
I—— 5.00'
LOTS 203-204
PUE DETAIL
1"=20'
LEGEND
X
5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR." SET
•
5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.", PER
POST MONUMENTATION NOTE (SEE SHEET 1)
■
5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS
L
ENGR.", PER POST MONUMENTATION NOTE (SEE SHEET 1)
N
O
FOUND 5/8" IRON ROD W/YPC INSCRIBED "OTAK INC.";
t__I
PER (R1); HELD UNLESS NOTED OTHERWISE
J
INSTR. NO.
INSTRUMENT NUMBER PER DESCHUTES
U
COUNTY OFFICIAL RECORDS
IR
IRON ROD
W/YPC
WITH A YELLOW PLASTIC CAP
CS
DESCHUTES COUNTY SURVEY NUMBER
PUE
PUBLIC U1LITY EASEMENT
SSE-T
SANITARY SEWER EASEMENT TO CITY OF LA PINE
SSE-T
SANITARY SEWER EASEMENT TO CITY OF LA PINE,
SEE TYPICAL DETAIL THIS SHEET
ROW
RIGHT-OF-WAY
SF
SQUARE FEET
/Z.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6 30 21
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1245.00'
23'37'02"
513.19'
N19'07'01 "E 509.56'
C2
500.00'
311334"
272.50'
S60'51'15"E 269.14'
C3
270.00'
31 *13'34"
147.15'
N60'51'15"W 145.34'
C9
179.00'
23'56'26"
74.79'
N32'47'16"E 74.25'
C26
1345.50'
18'03'52"
424.21'
N21'53'36"E 422.46'
C27
1365.50'
18*03'16"
430.28'
N21'53'54"E 428.50'
C50
1245.00'
1'40'48"
36.50'
N18*56'19136.50'
C51
1245.00'
1'36'39"
35.00'
N17*17'36"E 35.00'
C52
1245.00'
1'36'39"
35.00'
N15'40'57"E 35.00'
C53
1245.00'
1'36'36"
34.98'
N14'04'19"E 34.98'
C54
1245.00'
0'27'36"
10.00'
N13'02'13"E 10.00'
C55
1245.00'
1'22'52"
30.01'
N12'06'59"E 30.01'
C56
1245.00'
1'22'56"
30.04'
N10'44'05"E 30.04'
C57
1245.00'
2'44'07"
59.43'
N08'40'33"E 59.43'
C58
470.00'
31 *1334"
256.15'
N60'51'15"W 252.99'
C59
1345.50'
1'40'29"
39.33'
N18'56'10"E 39.33'
C60
1345.50'
1'36'39"
37.83'
N17'17'36"E 37.83'
C61
1345.50'
1'36'39"
37.83'
N15'40'57"E 37.83'
C62
1345.50'
1'3524"
37.34'
N14'04'55"E 37.34'
C63
1345.50'
0'25'33"
10.00'
N13'04'26"E 10.00'
C64
240.00'
0'22'49"
1.59'
N76'16'37"W 1.59'
C65
1365.50'
11239"
28.86'
N19'24'07"E 28.86'
C66
1365.50'
1 *34'13"
37.42'
N18'00'41 "E 37.42'
C67
1365.50'
1'28'09"
35.01'
N16'29'30"E 35.01'
C68
1365.50'
1'28'07"
35.00'
N15'01'21 "E 35.00'
C69
1365.50'
1'25'02"
33.77'
N13'34'47"E 33.77'
C70
240.00'
30'50'45"
129.21'
N60'39'50"W 127.65'
C71
209.00'
18*16'21"
66.65'
S35'37'18"W 66.37'
C72
300.00'
5'54'22"
30.92'
N73'30'51 "W 30.91'
C73
300.00'
12'51'40"
67.34'
N64'07'50"W 67.20'
C74
300.00'
12027'32"
65.24'
N51'28'14"W 65.11'
C75
400.00'
5'54'21"
41.23'
N73'30'51 "W 41.21'
C76
400.00'
12*59'17"
90.67'
N64'04'03"W 90.48'
C77
400.00'
12'19'56"
86.10'
N51'24'26"W 85.93'
C97
400.00'
31 *13'34"
218.00'
N60'51'15"W 215.31'
C98
214.00'
110'56"
4.42'
S26'5525"W 4.42'
C99
217.00'
310'08"
12.00'
S29'07'17"W 12.00'
JOB NAME: CRESCENT CREEK AKS ENGINEERING dt FORESTRY, LLC
12965 SW HERMAN RD, STE 100
JOB NUMBER: 6225-01 TUALATIN, OR 97062
503.563.6151
DRAWN BY: MSK WH"h'•AKS-ENG.COM
CHECKED BY: JP BW ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 6225-01 PLATS I FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
.mr*
C"
PREPARED FOR,
PAHLISCH HOMES
214 SW WILSON AVE, SUITE 100
BEND, OR 97702
0
W
=3W
Z =
O
U
� DESCHUTES COUNTY SURVEYOR
FILM) Z�g- BY -Ounk/b
SCALE: 1 "= 40 FEET
40 0 8 20 40
Co/v
vEo 0
Sy N
c8 c9_ L=747s' EET 4
\4 4529
- �- oo �105'S7'
- C81 L=3.11' o• MUS �POBLIC) -
KET D
C82 _F?,ve
----- --)
_ L= i07.62' L=23.45'
SSE
• - C6 L=169 '
- S _ N58'52'38"W 20.58' -
r
r"o 5.00,
rrco PUE
r
200
r
� 10 Do,
r��
r
199
r
r
LOTS 199-200
PUE DETAIL
1"=20'
rr
r
r
r
,
r r
_ r
20
SE r
o �r / rr N44'45°32»
C,; r r E
�c\1
201
r ,o
'� rr 7,000 SF
r 3 SSE
r � co
Iii /Lf) a r
r z r N44.45'32» 10
E 100.06
r 16. p p,
o Q h r
� o �
N r
r 1` o ad
r � o
200
Z r 7,000 SF
Z 5.00, PUE
Z r r N44.45'32»E
Qr '' 100 40,
r
r
'p 40, o
30 00' ; o
199
7,000 SF
r c c
/ 16 00, r r SSE
� o / N44'45'32»
r E 140 °o' cs7
L=26.17' 145.50'
U ----------------172.739-------
a i
C5 L=2.67' co
:l N30'55'41 "E 223.98' mr�_ - - - - - - - - - - -
CRESCENT CREEK NO. 5 SHEET 50F6
A REPEAT OF A PORTION OF LOT 9 OF "NEWBERRY NEIGHBORHOOD NO, 2",
LOCATED IN THE NORTHEAST 1/4 OF SECTION 11 AND THE SOUTHEAST 1/4 OF
SECTION 2, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN,
CITY OF LA PINE, DESCHUTES COUNTY, OREGON
DATE.* JANUARY 22, 2021 iss 196
FILE N0. TP-13-1021 R
N30'55'39"E 565.18' o 1%. 1.� - 101.52" 51.49"
o
98-59' 216.59'
N44' 54 2�"E � 24. pp, 6.00 /
T N30'55'39"E 594.65' 1485g' -2 00;
w o N44'45'27"E � l SEE N N
151.1 ,
a- W o 20.00' WIDE WATERLINE 9 �- _^ DETAIL
b � m = > > EASEMENT, PER INSTR. o .30�27 E
0 o W TRA 8 T S E0 NO. 2004-22231 20 00, S l N22 ,
o=z W 49.85
� EgSEME NjTgRY SE co
N0 2� ER 1 NS7R~--7 u'
04-23332 al
REFERENCES
(R1) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD NO. 2", CS 17208, BY
GARY E. PAUL, FILED ON 1 /30/2007
(R2) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD", CS 15579, BY JERRY
C. POWELL, FILED ON 10/17/2003
(R3) RECORD INFORMATION PER "CRESCENT CREEK NO. 4", CS 19832, BY BRIAN C.
COURSEN, FILED ON 1 /7/2019
THE DALLES-CALIFORNIA
HIGHWAY (U.S. 97)
BEARS S4514'28"E 0.26',
HELD FOR NORTHEASTERLY LINE
OF LOT 9
ousnNc
30,
� �� � wq Y qN� PUBLIC
DED1Cq ASEMENT eL1C
NO 2013 � P9 R INSlR
44
C101 L=5.26' C100 L=6.74'
PUE _
0
0
LOTS 195-196
0
PUE DETAIL
LEGEND 1" = 20'
• 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.",
PER POST MONUMENTATION NOTE (SEE SHEET 1)
■ 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS
ENGR.", PER POST MONUMENTATION NOTE (SEE SHEET 1)
Q FOUND 5/8" IRON ROD W/YPC INSCRIBED "OTAK INC.";
PER (R1); HELD UNLESS NOTED OTHERWISE
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
IR IRON ROD
W/YPC WITH A YELLOW PLASTIC CAP
CS DESCHUTES COUNTY SURVEY NUMBER
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT TO CITY OF LA PINE
WLE WATERLINE EASEMENT TO CITY OF LA PINE
ROW RIGHT-OF-WAY
SF SQUARE FEET
DETAIL
1"=30'
/___1 50 40*51.49'
l P"�R EA ESANITARY�
ER lNs MEN,
2004-? No
24.00
20 40,
S4515221 36.58' 3
"20, pp� w
SANITARY SEWER
EASEMENT PER ,cq
INSTR. NO. z
2004-23332
/o
0
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6/30/21
102.989
51.49'
SSE AND WCE
cl
`n N22734'2� 54
16
20.00' N
6.00
SSE AND
WLE
57.66'
NI
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4
180.00'
13038'10"
42.84'
N52'03'33"W 42.74'
C5
800.00'
O'11'28"
2.67'
N31'01'25"E 2.67'
C6
800.00'
12'08'30"
169.53'
S37'11'24"W 169.21'
C7
500.00'
1219'58"
107.62'
S37'05'41 "W .107.42'
C8
1496.00'
10'0629"
263.92'
N25'52'18"E 263.58'
C9
179.00'
23'56'26"
74.79'
N32'47'16"E 74.25'
C80
1526.00'
315'14"
86.66'
N22'33'41"E 86.65'
C81
1526.00'
0'07'01"
3.11'
N20'52'34"E 3.11'
C82
149.00'
23'56'26"
62.26'
S32'47'16"W 61.81'
C83
210.00'
10*54'30"
39.98'
S50'41'43"E 39.92'
C84
770.00'
810'55"
109.96'
N37'25'30"E 109.86'
C85
770.00'
1'44'41"
23.45'
N42'23'18"E 23.45'
C86
529.96'
4'37'36"
42.80'
S40'56'51 "W 42.79'
C87
150.00'
9'59'51"
26.17'
S50'1423"E 26.14'
C95
470.00'
1219'58"
101.17'
N37'05'40"E 100.97'
C96
830.00'
1219'58"
178.66'
N37'05'40"E 178.31'
C100
540.00'
0'42'53"
6.74'
N38'50'52"E 6.74'
C101
540.00'
0'33'31"
5.26'
N38'12'41 "E 5.26'
C102
830.00'
1 1'26'51"
20.97'
N31'39'07"E 20.97'
� 20456
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE, SUITE 100
BEND, OR 97702
154
Z
SCALE: 1 "= 40 FEET
I !%?%iii
40 0 8 20 40
r�
�o
153
i )
co
M
N
�
�t
O
rn
z
^_
0
152
co 0
00to
to
151
k
CONTINUED ON
SHEET 3
CRESCENT CREEK
NOo 5
A REPEAT OF A PORTION OF LOT 9 OF "NEWBERRY NEIGHBORHOOD NO. 2"
LOCATED IN THE NORTHEAST 1/4 OF SECTION 11 AND THE SOUTHEAST 1/4
SECTION 2, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN,
CITY OF LA PINE. DESCHUTES COUNTY. OREGON
I _
N30'55'32"E 66.98' - C8 L_26� _ _�- -
MUSKET DRIVE
CV r7
161 o __ _ ____ C90 -- ----
I � I r--36.98'.---- C92 --------- C91 - - - - L=72.33'
3:: I
1I L=72.0E w
N30'55'32"E 109.54' i 1200 L=35.038.00� a
SS
6.00'
o
Q I I SSE o 0
m t o o ui Lo
D o z I co
160 c� ;
0
7,230 SF o I o �, W co
ssE 0 192 00 191 190 189
I 7,493 SF 7,618 SF o 7,983 SF p
o ,n
16.00' I I i L; � "'
N30'55'32"E 109.55' i W ►� 5.00' PUE Z
6.00 �� i 6.00' O i Lo
oLL.
C) ILd
00 ,
159 olift
I
o
J
N30'55'31"E
-� 72.00'
�.
N30'55'31"E
I 72.00'
68.00'
�.
N30'55'31"E
I 72.00' 1
66.00'
LI..I
_
70.00'
cli
'- 7,887 SF ;�
I N
70.00
70.00
z GO
2.00'
4.00'
O
I
5.00' PUE --�
W
i
U
'
I.- I
N
Q
I
I
CD
o
CV
CD
o
_
00
a;
C)2.00
' N30'55'32"E 109.55' I
I
o 193
�
194
�
00 196
i 7,351 SF
7,351 SF
7 46�45 F FV
r7 i o o I �
o c) o 158 0 '
ci � N 4 30.00 I 30.00' I cn cn cn
CD 0 7,013 SF SSE i I SSE o C93 SSE SEE PUE DETAIL
�l
I �
12.00'
L=1.07' SHEET 5
8.00'
L- �----
-----1-----
109.55 �--16_00' ----�
I
--- 70.00'------- --
,8_00'�
68.93 - ---C94 L=70.21'---�
o0 0oO139.55'
1"")"
168.93'
N30'55'41"E 308.48'o
CAMPFIRE DRIVE
ao
r7
r7
308.48'
C95 L=101.17'
N
o
N30'55'39"E 565.18'
0
0
N
Of
N30'55'39"E 594.65'
TRACT 'v' r' �;
20.00' WIDE WATERLINE
TRACT 'EC'
EASEMENT, PER INSTR.
91,869 SF
0
N0. 2004-22231
20.00' PUE AS SHOWN PER
o
"NEWBERRY NEIGHBORHOOD"
00
11
THE DALLES-CALIFORNIA
HIGHWAY (U.S. 97)
(R1) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD NO. 2", CS 17208, BY
GARY E. PAUL, FILED ON 1 /30/2007
(R2) RECORD INFORMATION PER "NEWBERRY NEIGHBORHOOD", CS 15579, BY JERRY
C. POWELL, FILED ON 10/17/2003
(R3) RECORD INFORMATION PER "CRESCENT CREEK NO. 4", CS 19832, BY BRIAN C.
COURSEN, FILED ON 1 /7/2019
S30'55'39"W 778.181
DATE: JANUARY 22, 2021
FILE N0. TP-13-1021
� 2Cs ZoZ /
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6/30/21
LEGEND
• 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.",
PER POST MONUMENTATION NOTE (SEE SHEET 1)
■ 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED "AKS
ENGR.", PER POST MONUMENTATION NOTE (SEE SHEET 1)
❑ FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER (R3)
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
PER (R3)
Q FOUND 5/8" IRON ROD W/YPC INSCRIBED "OTAK INC.";
PER (R1); HELD UNLESS NOTED OTHERWISE
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
IR IRON ROD
W/YPC WITH A YELLOW PLASTIC CAP
CS DESCHUTES COUNTY SURVEY NUMBER
PUE PUBLIC UTILITY EASEMENT
SSE SANITARY SEWER EASEMENT TO CITY OF LA PINE
SF SQUARE FEET
o�cwures cour��r SURVEYOR]
21o)20.21 BY: ,Ouh�clb
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C7
500.00'
12*19'58"
107.62'
S37'05'40"W 107.42'
C8
1496.00'
10*06'29"
263.92'
N25'52'18"E 263.58'
C90
1526.00'
2'42'56"
72.33'
N25'32'46"E 72.32'
C91
1526.00'
2'42'23"
72.08'
N28'1526"E 72.08'
C92
1526.00'
1 *18'55"
35.03'
N30'16'05"E 35.03'
C93
530.00'
0'06'56"
1.07'
S30'59'09"W 1.07'
C94
530.00'
7'35'26"
70.21'
S34'50'20"W 70.16'
C95
470.00'
12*19'58"
101.17'
S37'05'40"W 100.97'
SHEET 6 OF 6
OF
Deschutes County Official Records
Crescmf CqLk o & 5 Nancy Blankenship, County Clerk 2021-11146
G5 2,0q5
12,100 7_ D j 11104 l A 01353547202100111460010015
p i 7 D-AFFIM Cnt=1 Stn=25 MF 02/22/2021 10:35 AM
$5.00 $11.00 $61.00 $10.00 $6.00
$93.00
AFFIDAVIT OF CORRECTION
I, Michael S. Kalina, PLS No. 89885, being duly sworn, did say that I am the surveyor who
surveyed the plat of Crescent Creek No. 5, recorded as Instrument Number 2021-07842,
Deschutes County Official Records, and filed as CS20456.
The following correction to said plat is necessary and is as follows:
1. On Sheet 1, in the declaration, the easement granted for Private Roadway Access shown
herein as Tract 'EJ' (Territory Lane) as shown, for the benefit of Lots 65-186; should read
—for the benefit of Lots 165-186.
//o Uzi
REGISTERED
PROFESSIONAL
LAND SURVEYOR
F
REGON
RY 12. 2Q16
EL S. KAUNA
9558PLS
WNEWS: 6/30/21
NOTARY CERTIFICATE
STATE OF OREGON )
) SS
COUNTY OF WASHINGTON )
AKS Engineering & Forestry, LLC
Attn: Michael Kalina
12965 SW Herman Road, Suite 100
Tualatin, OR 97062
Subscribed and sworn to before me on this �U day of_A InLa-M W'Z1
by Michael S. Kalina.
-' OFFICIAL STAMP
r Q GOLDIE MARIE HAMILTON
3C$1r NOTARY PUBLIC - OREGON
COMMISSION NO.999054
Notary Public for the State of Oregon MY COMMISSION EXPIRES APRIL 20, 2024
I, Kevin Samuel, Deschutes County Surveyor, do hereby certify that said Affidavit of Correction
for the plat of Crescent Creek No. 5 has been examined by me and that it complies with
requirements of ORS 92.170(1)(d).
XVVI a2L:ccu -rY
K i S muel, PLS
D s u s County Surveyor
After recording:
Deschutes County Survyeor
61150 SE 21h Street
Bend, OR 97702
Date