HomeMy WebLinkAboutSurvey 20630PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE. SURE 100
BEND, OREGON 97702
':4NDERSON
11FAN01 P. U.D. "
F
HUTES CO�U �'Y SURV YOR
BY: P,=&
'SHEW IN
LOT 76
BARGAIN AND SALE DEED
FOR PROPERTY LINE ADJUSTMENT
2015-24819
STATUTORY WARRANTY
DEED 2012-48694
LOT 1
\ C9 L=72.38'
LOT 2 (RADIAL BEARING S12'49'23"E
FROM BEGINNING OF C9)
N12'49'23"W 32.00"
C8 L=63.78'
r •
LOT J
aN% P°... a
S�� R c10lMR�
6 Ohs 9%%
N61'33'41 "E
v
47.42' C7 L=23.07'
74'3224"E 41.10'(MR1)
/ C16 L=15.15'(MR1)
i
I'�
19,
ss�
J
in-
';4MOERSON
co
RANCH P. U.D. " 06
Lo
LOT 4
0
0
z
"GYESTGATE, PHASE 2"
4
NS00.0
A.
6'0&' 1p
N49001959"W 60.01'-/
C6 L= 5.17'
C5 L=25.37'-
REMAINDER
(PORTION OF COMMON 1,
"ANDERSON RANCH P.U.D.")
10
3
TREELINE, PHASE 1
A REPEAT OF PORTIONS OF COMMON 1, COMMON 2, AND ANDERSON RANCH
SHEIiL/N R%OGE SHELL%N R/OGE I ROAD OF "ANDERSON RANCH P.U.D,", LOCATED IN THE SOUTHEAST 1/4 OF
GE PHASE 4" P ,45� 2'" PHA E >� I SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
`oTI `oTZ `oT' � `0l4 `oT5 `oTs CITY OF BEND, DESCHUTES COUNTY, OREGON
S89'44'02'E 00.989 (MR1) FACT C DBC1 �
TRACT B � JANUARY, 2021
�5 1s I� PZ-20-0270
g
M 1
(� � � 17 a LEGEND W/YPC WITH A YELLOW PLASTIC CAP
N �¢ I Q W/OPC WITH AN ORANGE PLASTIC CAP
W 18 � _ _ • SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.' (MR1) MEASURED AND RECORD PER R1
QQ SET 5/8" IRON ROD W/YPC INSCRIBED 'AKS ENGR." CS DESCHUTES COUNTY SURVEY NUMBER
n 2 13 lz PER POST-MONUMENTATION NOTE (SEE SHEET 1) PUE PUBLIC UTILITY EASEMENT
o / t9 �Q ■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED PAE PUBLIC ACCESS EASEMENT
W 'AKS ENGR." PER POST-MONUMENTATION NOTE (SEE SHEET 1) ppAE PUBLIC PEDESTRIAN ACCESS EASEMENT
Z TRACT A �� ' 12 IZ O FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA*; PER R2; pE ACCESS EASEMENT TO BENEFIT THE CITY OF BEND
S8774'00"E �- HELD UNLESS NOTED OTHERWISE
ZO J SDE STORM DRAIN EASEMENT TO BENEFIT THE CITY OF BEND
t �OF).42'(MRt) „�I� ❑ FOUND 5/8° IRON ROD W/YPC INSCRIBED °D.E.A. INC.";
� � .. DFR R3• NR fl I INI FCC N(1TFf1 (1THFRWICF PSDE PRIVATE STORM DRAIN EASEMENT
'p.1 , 5
9
ti tii�c F��yc
%• ox'o
' " " PRSDE PRIVATE RECIPROCAL STORM DRAIN EASEMENT
10 21 �( FOUND 5/8 IRON ROD W/YPC INSCRIBED D.E.A. INC."; ROW RIGHT-OF-WAY
�Q►, G1 � PER R4, HELD UNLESS NOTED OTHERWISE
g � Z FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC."; SF SQUARE FEET
Q►� J� , 22 �1 PER R5; HELD UNLESS NOTED OTHERWISE DCOR DESCHUTES COUNTY OFFICIAL RECORDS
w
�j $ QG� � Q FOUND 5/8" IRON ROD W/OPC INSCRIBED "BEACON"; PER DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE
23 '\ O R6; HELD UNLESS NOTED OTHERWISE
� � O DBC1 DESTROYED BY CONSTRUCTION, RESET
7 / � - 0 FOUND 5/8" IRON ROD W/OPC INSCRIBED "LS60068"; PER WITH 5/8" IRON ROD WITH ALUMINUM
24 CS19993; HELD UNLESS NOTED OTHERWISE CAP INSCRIBED AKS ENGR , AT
6 25 Q / TRAC CORNER POSITION PERPETUATED BY Rl
1 DBC2 DESTROYED BY CONSTRUCTION, RESET
26 ��/OP D WITH 5/8" IRON ROD WITH ALUMINUM
u CAP INSCRIBED "AKS ENGR"
_`CJ �CJI 31 1 1 DBC3 DESTROYED BY CONSTRUCTION, RESET
27 �Q►`_Qj� Z WITH 5/8 IRON ROD W/YPC INSCRIBED
32 Q AKS ENGR
33 , W
m
29 5� 34 0
S2
L
a
30 �,O �L'y, TRACT E ' m
TRACT H 35 ��CI �� LAN
E
�- Ar 36 % - I - -
C4 L=33.06' S9b1'
37
ss�9o/q �9�• �' TRACT F
I
o,o�;°o;� -Fq � 38 z
c J oFc,,y �� 3g N o N 89 36 42. W 51.82
ti,,yc 7359,1 " C10 L-32.64
3
40 W
SCALE: 1 "=100 FEET
100 0 20 50 100
TRACT E
C3 L=74.57'
N55'22156"W 70.009-
(RADIAL BEARING S55'22'56"E
FROM BEGINNING OF C3)
N10'32'04"E 26.87'--N
lRAoi Cl L=39.28'
AL g
` EAR�NG N�5'37' "
os W)
375.24'
302.69'
82.39+ s16'00'47"W 76.29'
41 C11 L=47.22'
42 C12 L=15.97'
C13 L=82.29'
(RADIAL BEARING S66'51'34"E
FROM BEGINNING OF C14)
V
TRACT G
3
INITIAL POINT cv
Tco
VI 8' �
N89'54'52"W 259.31' �
REMAINDER
(PORTION OF COMMON 1,
"ANDERSON RANCH P.U.D.")
SOUTHEAST CORNER SECTION 26
3" DESCHUTES COUNTY BRASS CAP
428.41'
760.27' (760.25')R6
N89'54'52"W 1062.96' (MR1) (N89'54'52"W 1062.92)R2 (N89'54'52"W 1062.92')R2
"GYESTGATE PHASE 9" TRACT C
I N
I^
Cq
I �
co
N
0
00
Ico
I�
00
N
W
>o
I N
O
a
21
Z
I
\ I�
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
Cl
585.00'
3'50'51"
39.28'
N12'27'29"E 39.28'
C2
965.00'
24'05'00"
405.62'
N22'34'34"E 402.64'
C3
1035.00'
4'07'41"
74.57'
N36'40'55"E 74.55'
C4
1145.00'
1*39'15"
33.06'
N38'49'22"E 33.06'
C5
1270.00'
1'08'41"
25.37'
S42'49'31"W 25.37'
C6
120.00'
2*28'12"
5.17'
S41'01'05"W 5.17'
C7
60.00'
22'01'32"
23.07'
N64'01'11"W 22.92'
C8
234.00'
15036'56"
63.78'
N69'22'09"E 63.58'
C9
266.00'
15'35'23"
72.38'
N84'58'19"E 72.15'
C10
230.00'
8'07'48"
32.64'
N85'32'48"W 32.61'
C11
70.00'
38'39'00"
47.22'
N54'39'43"W 46.33'
C12
10.00'
91'31'48"
15.97'
N81'06'07"W 14.33'
C13
845.00'
5'34'47"
82.29'
S50'20'35"W 82.26'
C14
1570.27'
15045'28"
431.86'
S1515'42"W 430.50'
C15
47.00'
75'09'59"
61.66'
N10'41'45"E 57.33'
C16
13.00'
66*47'15"
15.15'
N6'30'23"E 14.31'
C17
184.00'
3438'23"
111.24'
N5713'13"E 109.56'
C18
166.00'
1 12'5843"
1 37.60'
N68'03'02"E 37.52'
SHEET 2 OF 8
REFERENCES
( )R1 RECORD INFORMATION PER CS20012, BY JACOB D. POWELL
(90744 PLS), FILED SEPTEMBER 26, 2019, DCSO
( )R2 RECORD INFORMATION PER "ANDERSON RANCH P.U.D." BY
PETER A. MANLEY (2214 PLS), RECORDED FEBRUARY 6,
2002, PLAT CABINET F, PAGE 32, DCOR, AND FILED AS
CS14827, DCSO
( )R3 RECORD INFORMATION PER "SHEVLIN RIDGE PHASE 1" BY
JERRY C. POWELL (1919 PLS), RECORDED FEBRUARY 27,
2003, PLAT CABINET F, PAGE 408, DCOR, AND FILED AS
CS15285, DCSO
( )R4 RECORD INFORMATION PER "SHEVLIN RIDGE PHASE 2" BY
JERRY C. POWELL (1919 PLS), RECORDED OCTOBER 02,
2003, PLAT CABINET G, PAGE 53, DCOR, AND FILED AS
CS15558, DCSO
( )R5 RECORD INFORMATION PER "SHEVLIN RIDGE PHASE 4" BY
JERRY C. POWELL (1919 PLS), RECORDED MARCH 30,
2005, PLAT CABINET G, PAGE 645, DCOR, AND FILED AS
CS16355, DCSO
( )R6 RECORD INFORMATION PER "WESTGATE PHASE 3" BY ERIK
J. HUFFMAN (70814 PLS), RECORDED FEBRUARY 18, 2020,
PLAT CABINET I, PAGE 860, DCOR, AND FILED AS
CS20136, DCSO
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS:12/31/2022
JOB NAME: TREELINE AKS ENGINEERING dt FORESTRY, LLC
2777 NW LOLO DR, STE 150
JOB NUMBER: 7084 BEND, OR 97703
541.317.8429
DRAWN BY: JDP WWW•AKS-ENG.COM -
CHECKED BY: MSK CC ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 7084PLAT PH1 FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
Cl 10630'
DESCHUTES COUNTY SURVEYOR -T RPP I IKIP PWAqP 1
I,0l
RLM t "2oZ $Y:
SCALE: 1 "= 40 FEET PREPARED FOR
PAHLISCH HOMES, INC.
40 0 8 20 � � 2,o SW Ls�
AVE.
SUITE 100 LOCATED
BEND, OREGON 97702
J0.UU VKIVA It U IILI I T
EASEMENT PER INST.
�! I N0. 2021-54375
F--�N /
_ i
c /
WI
w
cn)
SEE SHEET 4 SEE SHEET 5
rwm�, A REPEAT OF PORTIONS OF COMMON 1, COMMON 2, AND
ANDERSON RANCH ROAD OF °ANDERSON RANCH P.U.D.",
IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE
WILLAMETTE MERIDIAN, CITY Of BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2021
PZ-20-0270
11 EAST,
o
REFERENCES
Q
0
( )R1
RECORD INFORMATION PER CS20012, BY JACOB D. POWELL (90744 PLS), FILED SEPTEMBER
cc
26, 2019, DCSO
( )R2
RECORD INFORMATION PER "ANDERSON RANCH P.U.D." BY PETER A. MANLEY (2214 PLS),
! =
RECORDED FEBRUARY 6, 2002, PLAT CABINET F, PAGE 32, DCOR, AND FILED AS CS14827,
z
Q
( )R3
DCSO
RECORD INFORMATION PER "SHEVLIN RIDGE PHASE 1" BY JERRY C. POWELL (1919 PLS),
RECORDED FEBRUARY 27, 2003, PLAT CABINET F, PAGE 408, DCOR, AND FILED AS
CS15285, DCSO
LLI
( )R4
RECORD INFORMATION PER "SHEVLIN RIDGE PHASE 2" BY JERRY C. POWELL (1919 PLS),
Z
RECORDED OCTOBER 02, 2003, PLAT CABINET G, PAGE 53, DCOR, AND FILED AS CS15558,
i :3
DCSO
>_
( )R5
RECORD INFORMATION PER "SHEVLIN RIDGE PHASE 4" BY JERRY C. POWELL (1919 PLS),
�
RECORDED MARCH 30, 2005, PLAT CABINET G, PAGE 645, DCOR, AND FILED AS CS16355,
DCSO
( )R6
RECORD INFORMATION PER "WESTGATE PHASE 3" BY ERIK J. HUFFMAN (70814 PLS),
Z
RECORDED FEBRUARY 18, 2020, PLAT CABINET I, PAGE 860, DCOR, AND FILED AS
CS20136, DCSO
NW TERRA
MEADOW
' DRIVE
25.00'
NW WILD
MEADOW
DRIVE
■
O
A
A
W/YPC
W/OPC
(MR1)
CS
PUE
PAE
PPAE
AE
SDE
PSDE
PRSDE
ROW
SF
DCOR
DCSO
DBC1
SHEET 3 OF 8
DBC2
DBC3
LEGEND
SET 5/8- IRON ROD W/YPC INSCRIBED "AKS ENGR!
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
PER POST-MONUMENTA11ON NOTE (SEE SHEET 1)
SET 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED
"AKS ENGR." PER POST-MONUMENTATTON NOTE (SEE SHEET 1)
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER R2;
HELD UNLESS NOTED OTHERWISE
FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC.";
PER R3; HELD UNLESS NOTED OTHERWISE
FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC.";
PER R4; HELD UNLESS NOTED OTHERWISE
FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC.";
PER R5; HELD UNLESS NOTED OTHERWISE
FOUND 5/8" IRON ROD W/OPC INSCRIBED "BEACON"; PER
R6; HELD UNLESS NOTED OTHERWISE
FOUND 5/8" IRON ROD W/OPC INSCRIBED "LS60068"; PER
CS19993; HELD UNLESS NOTED OTHERWISE
WITH A YELLOW PLASTIC CAP
WITH AN ORANGE PLASTIC CAP
MEASURED AND RECORD PER R1
DESCHUTES COUNTY SURVEY NUMBER
PUBLIC UTILITY EASEMENT
PUBLIC ACCESS EASEMENT
PUBLIC PEDESTRIAN ACCESS EASEMENT
ACCESS EASEMENT TO BENEFIT THE CITY OF BEND
STORM DRAIN EASEMENT TO BENEFIT THE CITY OF BEND
PRIVATE STORM DRAIN EASEMENT
PRIVATE RECIPROCAL STORM DRAIN EASEMENT
RIGHT-OF-WAY
SQUARE FEET
r
DESCHUTES COUNTY OFFICIAL RECORDS
DESCHUTES COUNTY SURVEYOR'S OFFICE
REGISTERED
DESTROYED BY CONSTRUCTION, RESET
PROFESSIONAL
LAND SURVEYOR
WITH 5/8" IRON ROD WITH ALUMINUM
CAP INSCRIBED "AKS ENGR", AT
CORNER POSITION PERPETUATED BY R1
DESTROYED BY CONSTRUCTION, RESET
WITH 5/8" IRON ROD WITH ALUMINUM
"AKS
OREGON
MARCH 8, 2016
CAP INSCRIBED ENGR"
JACOB D. POWELL
DESTROYED BY CONSTRUCTION, RESET
907
WITH 5/8" IRON ROD W/YPC INSCRIBED
RENEWS:12/312/31/2022
"AKS ENGR"
fj
b
w
0
CS20630
19.59 SEE SHEET 3
0
TREELINE, PHASE 1 S89.44'02"E 191.63' �,� o /
c' 1 v .
co
A REPLAT OF PORTIONS OF COMMON 1, COMMON 2, AND 12
00
ANDERSON RANCH ROAD OF "ANDERSON RANCH P.U.D."coco ell
w I TRACT A '
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11 EAST, � i 23,204 SF
o r- / °
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON Z z I ��op, ' \`-a000'
I \ � qF
JANUARY, 2021 ' s87 ' � pS°�
C9 L=72.38 '14 00 E 106.42 I / � o
N PZ-20-0270 � ° ' °
Cg 51.37
/,�
p o 1 ¢ i Q + 55.05 35.00' PRIVATE UTILITY o
cN p o Q _ C62 <'�'� 1 o { SEE SHEET 71 1 EASEMENT PER INST. �°� �Ci >
o 'cp N °- o EASEMENT N 0. 2021- 54375 ,�^�'�'
�. •N TRACT 0 1 o I DETAIL F I I / / \\ O
Z 6,133 SF � �O�`' p I I , / /'�p
Icz G1 0 / \\
t __ AY
SCALE: 1 "- 40 FEET ♦JQ/ 00 \ ( I Q' Q / \ \\ G%K \ 22
OiP p�1 h e�0 \ 1r°' `�'�>• ��� Off`/ o� >s 0 / \ \\ ° y� ` \
40 0 8 20 40 / o �a \ \��5�, \�{' h/ ,51°' 00, o PSDE TO BENEFIT TREELINE � \
r0 �� OWNERS ASSOCIATION >� G9>p� ,5'�/ \\
0/ j
3 \ -9aJ Io ,,� o \ \ 1 \ 23
24,775 S'F i \ / �1 G' �1°'� / \ \` \\ 1C o ` \
LANDSCAPE EASEMENT - -- o �o \ \
�' ,�5�• TO BENEFIT TREELINE
OWNERS ASSOCIATION / 000 ( O►�'S�' ti \ 7
>�o (SEE SHEET7, EASEMENT DETAIL F) / I y / ��� \ \ \ ��0`'�• \\ 24 \\
4-1
oil Ep.
9.75
-� `9> `so �`',� / I 3fi.98' o0 9� ss3 >o \ 0 �cp
27,944 SF 'OG�, / ��/ I rL�,. ° 6,049 SF ss. \ 6�5 hob \\ �� \ ` o
loll
5,604 SF \ 0
/ Os� , �'> ° c�'�'`IO \ ,3 \ SEE SHEET 7 \` i
s `sue o ` \ \ EASEMENT \\
1� G`° �ti / �1 •`��- ��� h0 pt�, \ 26 DETAIL C ° Gl
�• SEE SHEET 7 vim, / sso, ° ° h0 Q \GP�1 y�� \ 5,576 SF o- \ ��
EASEMENT 1 1 0 0 `L
DETAIL F % ° / 0 >>s \ SEE SHEET 7 \\ / �Q
I, " 0 �y \ EASEMENT �'S Q►�
N38 3311 W 5.33 �p , >,/� 27 >O� \ DETAIL D o ►�1h' ��
3 �- / o C73 L=15.71 5`°' O \ '6>,
O% ^% rr►�'S ' / o O,`.`� rfi� 5,664 SF
►�0°`11 `' I TRACT H I o°� o ��� \ \ y`1.- Q� .�11 �o
25,835 SF
s�0 , Ohm�,°' • , Noj
DESCH S, COUNTY SURVEYOR �s� css L-s.52' , , " oo \ 28 ,s \ �, ,,((y
II' �s 1964 S38 3311E `� 5h' \ 5,601 SF ,�1.
zaa 20.00' I 4&���°& cgJ � .FILM BY.P�&. G , I G
PSDE TO BENEFIT REMAINDER o \ 0 h le
O
AND THOSE LOTS AND TRACTS /f/29
v O0, Oo, / 2 50 0 IL
CREATED AND IDENTIFIED BY 9 n 2.50' 3.18 `
SUBSEQUENT PLATTING OF SAID OAS 5 o001
NO
PREPARED FOR REMAINDER, SEE SHEET 7 +9� �p� , 13,397 SF L=3.59'
PAHLISCH HOMES, INC. EASEMENT DETAIL H 6+ G,h '�j1 0 0 0 4.04 \ / \
210 SW WILSON AVE. SUITE 100 �p , h to oR °� \ Oh /
BEND, OREGON 97702 N? ' ti 1 M N 30 °�' �v X �s
�'� o : ( 5,574 SF \\ OO 00- / 35 `
G /
W/YPC WITH A YELLOW PLASTIC CAP C6 6'�h1y I a r o I t SEE SHEET 7 \\
LEGEND W/OPC WITH AN ORANGE PLASTIC CAP L=5•17' ,y ,� I F- � � I &I EASEMENT / o f /
1� G I o o DETAIL E / 36
(MR1) MEASURED AND RECORD PER R1 1 1`O �Q; o z z I > 't
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." CS DESCHUTES COUNTY SURVEY NUMBER ��c�' o'`� z o >
o " B -AKS ENGR." I =o ^ I o`'' ✓\ ,��' 00`? / \ �<C, (� /� Z 1
Q SET 5/8 IRON ROD W/YPC INSCRIBED K PUE PUBLIC UTILITY EASEMENT 1� m
PER POST-MONUMENTATION NOTE (SEE SHEET 1) O Pei
PAE PUBLIC ACCESS EASEMENT I I `sip. G'S� ' \` REGISTERED
■ SET 5 8 IRON ROD WITH AN ALUMINUM CAP INSCRIBED / / PROFESSIONAL
/ " PPAE PUBLIC PEDESTRIAN ACCESS EASEMENT V�` Oto I o ; ; AG o G� ��`L 37 LAND SURVEYOR
"AKS ENGR." PER POST- MONUMENTATION NOTE (SEE SHEET 1) �^�' VARIABLE �, o I
AE ACCESS EASEMENT TO BENEFIT THE CITY OF BEND �� WIDTH SDE 1 o
O FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER R2; OVER ENTIRETY
HELD UNLESS NOTED OTHERWISE SDE STORM DRAIN EASEMENT TO BENEFIT THE CITY OF BEND OF TRACT H 1to •' r / '
❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC."; PSDE PRIVATE STORM DRAIN EASEMENT I o I �0�,�� / \ 38 OREGON
PER R3; HELD UNLESS NOTED OTHERWISE PRSDE PRIVATE RECIPROCAL STORM DRAIN EASEMENT MARCH 8. 2016
ROW RIGHT-OF-WAY NS . I { �`L / \\ JACOB D. POWELL
I]( FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC."; 9�1, c, / / 90744PLS
PER R4, HELD UNLESS NOTED OTHERWISE SF SQUARE FEET 164� I / �j' / 39 RENEWS. •
� 12/31/2022
FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC."; DCOR DESCHUTES COUNTY OFFICIAL RECORDS SHEET 4 OF 8
PER R5; HELD UNLESS NOTED OTHERWISE DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE •%9 I ' 1
A FOUND 5/8" IRON ROD W/OPC INSCRIBED "BEACON", PER '
DBC1 DESTROYED BY CONSTRUCTION, RESET / JOB NAME: TREELINE AKS ENGINEERING �C FORESTRY, LLC
R6; HELD UNLESS NOTED OTHERWISE WITH 5/8" IRON ROD WITH ALUMINUM 22.25' { , / 2777 NW LOLO DR, STE 150
Q FOUND 5/8 " IRON ROD W/OPC INSCRIBED LS60068" "
; PER CAP INSCRIBED AKS ENGR , AT I I JOB NUMBER: 7084 BEND, OR 97703
CS19993; HELD UNLESS NOTED OTHERWISE CORNER POSITION PERPETUATED BY R1 / 541.317.8429
DBC2 DESTROYED BY CONSTRUCTION, RESET �h� I / WWW.AKS-ENG.COM
WITH 5/8 IRON ROD WITH ALUMINUM " DRAWN BY: JDP
CAP INSCRIBED AKS ENGR
DBC3 DESTROYED BY CONSTRUCTION, RESET CHECKED BY: MSK CC
WITH 5/8" IRON ROD W/YPC INSCRIBED ENGINEERING •SURVEYING •NATURAL RESOURCES
"AKS ENGR" ( I DRAWING NO.: 7084PLAT PH 1 FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
F_F_'cj
CS 2p630-
TREELINE, PHASE 1
A REPEAT OF PORTIONS OF COMMON 1, COMMON 2, AND
ANDERSON RANCH ROAD OF "ANDERSON RANCH P.U.D.",
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE it EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY,
22 / �60 PZ-20-0270
W/YPC WITH A YELLOW PLASTIC CAP 23
LEGEND W/OPC WITH AN ORANGE PLASTIC CAP \ /
SET 5 8" IRON ROD W YPC INSCRIBED "AKS ENGR." (MR1) MEASURED AND RECORD PER R1 \ \ / / .��o o Cgs L'4367' )
/ / \ ,
CS DESCHUTES COUNTY SURVEY NUMBER \ / � ►�4' o,`� `ti
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." PUE PUBLIC UTILITY EASEMENT \ \\ /
PER POST- M ONUM EN TATION NOTE (SEE SHEET 1) L p� 24 s h o
SET 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED PAE PUBLIC ACCESS EASEMENT �,� i / TRACT D
"AKS ENGR." PER POST-MONUMENTAT ON NOTE (SEE SHEET 1) PPAE PUBLIC PEDESTRIAN ACCESS EASEMENT ` S�� \\ / �;% ���� 3,774 SF
\ O
ki.-Ii � J
to
Z
I_ NW WILD _
MEADOW DRIVE
i
i
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER RZ AE ACCESS EASEMENT TO BENEFIT THE CITY OF BEND S \ \� ' Goo o� �' s 1
HELD UNLESS NOTED OTHERWISE SDE STORM DRAIN EASEMENT TO BENEFIT THE CITY OF BEND 25 \ / 'o ° �' ssp Qo n
FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC."; PSDE PRIVATE STORM DRAIN EASEMENT \\ �'
PER R3; HELD UNLESS NOTED OTHERWISE PRSDE PRIVATE RECIPROCAL STORM DRAIN EASEMENT
FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC."; ROW RIGHT-OF-WAY co
PER R4, HELD UNLESS NOTED OTHERWISE \ ° 50 Q GP�1 ss 31 `� i
" " ". SF SQUARE FEET 26 / / / O �,, s, 5,040 SF N
FOUND 5/8 IRON ROD W/YPC INSCRIBED D E A INC °� '� o
DCOR DESCHUTES COUNTY OFFICIAL RECORDS \ / lul o
PER R5; HELD UNLESS NOTED OTHERWISE \ ^ / �� 0�'S�'� , . �`L ssi o
FOUND 5/8" IRON ROD W/OPC INSCRIBED "BEACON"; PER DCSO DESCHUTES COUNTY SURVEYORS OFFICE \/ V �� ��'�1h' '�po �6�0 �, o� \\ 32 ; to
R6; HELD UNLESS NOTED OTHERWISE DBC1 DESTROYED BY CONSTRUCTION, RESET \ �Q ��1/ 5� 0,5 ss 5,021 SF
FOUND 5/8" IRON ROD W/OPC INSCRIBED "LS60068"; PER WITH 5/8" IRON ROD WITH ALUMINUM 27 Q'Q ���1, , \ `Sots 'ems-
CS19993; HELD UNLESS NOTED OTHERWISE CAP INSCRIBED AKS ENGR , AT \ �� p0`.L� o s 33
CORNER POSITION PERPETUATED BY R1 \ / �T
w` s / • 4,899 SF
DBC2 DESTROYED BY CONSTRUCTION, RESET \\ `_G / Aso o 'OG�, °sue9.00, /
WITH 5/8" IRON ROD WITH ALUMINUM \\ / �Q' ` s� is si o- V<6""
CAP INSCRIBED "AKS ENGR" 28 / `_v F �0� 34 Fo \
DBC3 DESTROYED BY CONSTRUCTION, RESET S` \ °
WITH 5/8" IRON ROD W/YPC INSCRIBED / �AV ! s�0, pp ° \ 6,700 SF �3=
"AKS ENGR" \\ / / �� 'S0' �'/ \ C111 L-- 17.51/ ��',�1y, 00
\\ \ / ' o /�°'� �' ° /A /,9 C10� C110 L=16.43' ° �00' F o, w
o \ ` �i ��, �.�2 sus. / o h^ �� TRACT ECL
\ / 00. S.A 004 • i - 4,875 SF
/ C86 L=6.78' c� c `/� ` c�03, � �� ,'� Cl
I \ / ,� �y00 SOS � qjl j �\� 9' o
--35.00'--►I / s�S o G�1 9l 4�0 35 `�>> c/0 ��6 o L=36.35'- — 51.82'
J_
��" PRIVATE UTILITY`rs�.,5,835 o c
s6+, , "e \ SF
1� EASEMENT PER INST. / 1�`r'o-
•��,��, NO. 2021-54375 �/� / ��h• \\9� �,; \,� So \ Jr. o
I I o G�\\ -s 36 �0 0� �, SEE EASEMENT _ S89'3642"E 51.82'�
`�cp• 5,148 SF •o �`� 1pg DETAIL G, SHEET 7, C106 ,
TRACT H I I �ho� �h 'Pq� \ \' �; o� G,��ti`'/ ' z "' �,FOR TRACT F ¢� L=54.54 - -
0' k, b 29' o o
I - 1 37 'h N �t ro
0 Cl
o oQ� `Ssto• \ �00 0`L� / \X ti1 — _ ~/ 5 , '� Qi
I � � 1� \ tih �� ss 5,148 SF \ �•`1- / put o i � J
Z I / ,���- ,�o� \ s>3 \\�,��� / O� o °� TRACT F UE� 0 Q N89'36942"W 51.82
> >/ b0• ,'\b �'1� 4,514 SF
38
�s. 5,148 SF 00' / 0\ 1 / �' ^ C10
��, / % o � I\ � � J 3 _ ,
092� I / �q�i 'Pq�j\ ssa / �pph 30 40,
L=32.64
I �h q� ql \ ; �;, C12 ,� 30 00,
22.25' ' I C126 L=�.00 ��h- 39 \ 2000, / / G��p �� ' 22 3g 4.00 4 00' •0 N
L=15.97
25.00'
G� `r�r6? 5,148 SF \ \ / p`o ° GICY cb�.� C114 0 30 40,
00,
h�e C127 L=30.79' `'� \ '9�/q F,? y � C11 3 W 82,191
40 °00, / o C117 L=22.42' L=47.22'
\ S� 5,148 SF / Oh
'903r- / ,,�° C118 L=17.65'
41 •00, o SCALE. 1 "= 40 FEET
`s00. 5,148 SF
,�� ssa•
�iQgO s6' 3500. I o V°� 2>�•, G,�1'` �:' 40 0 8 20 40 �
�qlJ I ,o0 � ,pq�� 42 2000, / o PREPARED FOR SHEET 5 OF 8
s, 5,148 SF / ,�°' PAHLISCH HOMES, INC.
/ S�. A �O �.
I / I 3p?S3 qF .00' �, j 210 SW WILSON AVE. SUITE 100 JOB NAME: TREELINE
BEND, OREGON 97702
/ ( C94 L=14.74' 20 o v
/ I •00• / moo° JOB NUMBER: 7084
TRACT G �.�"' DESCHUTES COUNT`' SURVEYOR DRAWN BY: JDP
FILED try �� zeu. BY.2lu CHECKED BY: MSK CC
SEE SHEET 6 DRAWING NO.: 7084PLAT PH1
1 25.00' 1
NW CHIANTI
LANE
01130 JU2,1
REGISTERED
PROFESSIONAL
LAND SURVEYOR
•�
OREGON
MARCH 8, 2016
JACOB D. POWEL L
90744PLS
RENEWS: 12/31 /2022
V
CS20630-
LEGEND TREELINE, PHASE 1
• SET 5/8" IRON ROD W/YPC INSCRIBED 'AKS ENGR.• DESCHUTES COUNTY OURII�'OR
oQ SET 5/8' IRON ROD W/YPC INSCRIBED OAKS ENGR.' IL
(OLIM( BYa
PER POST-MONUMENTATION NOTE (SEE SHEET 1) A REPEAT OF PORTIONS OF COMMON 1, COMMON 2, AND
■ SET 5/8- IRON ROD WITH AN ALUMINUM CAP INSCRIBED ANDERSON RANCH ROAD OF "ANDERSON RANCH P,U,D.",
AKS ENGR." PER POST-MONUMENTAiION NOTE (SEE SHEET 1) � O FOUND 5/8' IRON ROD W/YPC INSCRIBED "HWA'; PER R2; �G LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOU-mo RANGE 11 EAST,
HELD UNLESS NOTED OTHERWISE � � 4�*%P� SEE SHEET 5 WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON � 35.00' PRIVATE UTILITY❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC.'; :(� / � i EASEMENT PER INST.
PER R3; HELD UNLESS NOTED OTHERWISE � � � � � �
iQJ ,�,� JANUARY, 2021 ,�, N0.2021-54375
jx FOUND 5/8" IRON ROD W/YPC INSCRIBED 'D.E.A. INC.'; � � / � C118 L=17.65' G �� %'� � C145 L=5.88'
PER R4; HELD UNLESS NOTED OTHERWISE O � �� / ���L' PZ-20-0270 ��
� � C146 L=8.86'
FOUND 5/8" IRON ROD W/YPC INSCRIBED "D.E.A. INC.'; � Q / � � 4O / O�' 0 v
PER R5; HELD UNLESS NOTED OTHERWISE o' ¢ �.
AFOUND 5/8" IRON ROD W/OPC INSCRIBED "BEACON"; PER / \ / �42
� �
R6; HELD UNLESS NOTED OTHERWISE I
FAN
W/YPC
W/OPC
(MR1)
CS
PUE
PAE
PPAE
AE
SDE
PSDE
PRSDE
ROW
SF
DCOR
DCSO
DBC1
DBC2
DBC3
FOUND 5/8" IRON ROD W/OPC INSCRIBED "LS60068"; PER N `3500,
CS19993; HELD UNLESS NOTED OTHERWISE ss? 1 I 4500, 41 WITH A YELLOW PLASTIC CAP 2S6�i �s I / AGF 'O4e 100,
WITH AN ORANGE PLASTIC CAP ��� 00 SOF'9iGp �/ o G►�L°c
MEASURED AND RECORD PER R1 1 00' /. /
o
4
DESCHUTES COUNTY SURVEY NUMBER
PUBLIC UTILITY EASEMENT 35.00 PRIVATE UTILITY
EASEMENT PER INST. / SF
PUBLIC ACCESS EASEMENT NO. 2021-54375�200
PUBLIC PEDESTRIAN ACCESS EASEMENT SEE DETAIL THIS SHEET / I O• o.
ACCESS EASEMENT TO BENEFIT THE CITY OF BEND C128 L=2.95'
STORM DRAIN EASEMENT TO BENEFIT THE CITY OF BEND / / C129 L=15.43'
PRIVATE STORM DRAIN EASEMENT / I / / I g'2g14»w 427 o
20 00
PRIVATE RECIPROCAL STORM DRAIN EASEMENT / I — /— (� S _ S103046»E
o / � / , 0' PAE C
RIGHT-OF-WAY o�� / I �7g•Zg 14 E 25.0 SDE' C
SQUARE FEET ,� / I / I _ 0,, W
DESCHUTES COUNTY OFFICIAL RECORDS Gov / / I / \`��A� N
DESCHUTES COUNTY SURVEYOR'S OFFICE
DESTROYED BY CONSTRUCTION, RESET I / ( EASEMENT DETAIL I,
"
WITH 5/8" IRONROD WITH ALUMINUM /�/ I I SHEET 7 o N _
CAP INSCRIBED AKS ENGR , AT , /// / FOR SDE AND AE < N .2g�14 W
CORNER POSITION PERPETUATED BY Ri gory ,co I FOR TRACT G, NOT 00
o' 20'
DESTROYED BY CONSIRUC110N, RESET DIMENSIONED ON
h �N / I I THIS SHEET
WITH 5/8" IRON ROD WITH ALUMINUM ii /
CAP INSCRIBED "AKS ENGR"
DESTROYED BY CONSTRUCTION, RESET
WITH 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR"
TRACT G /
/ 1 ( 102,413 SF
o �00,P 1
00 ppgE o // Ni SyFF z / I
/ PPAE DETAIL
/ SCALE 1 "=20'
co
/ i I
� 5 00l � J
/ PIJE
/ I I
35.00' PRIVATE UTILITY I I
EASEMENT PER INST. 35.00' PRIVATE UTILITY
NO. 2021-54375 EASEMENT PER INST. ap
SEE DETAIL THIS SHEET I I NO. 2021-54375
N co /
/ I I SEE DETAIL THIS SHEET
clq
co
/ N / 3 50 PPAE I I
u
N8954'52"W 259.319
32 L=2.20'
31 L=16.01'
5
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE. SUITE 100
BEND, OREGON 97702
iff
SCALE: 1 "= 40 FEET
40 0 8 20 40
I
I�
04
I �
low
C163
z
I
�
1
_
i
N78'51'25"W
27.86"
v
t-
PRIVATE UTILITY
EASEMENT DETAIL
SCALE 1 "=40'
,
I
/
/ /
I
I
o
35.00 PRIVATE UTILITY
EASEMENT PER INST.
NO. 2021-54375
/ �ry •� /
I N
I r�
N
coI
Ico
to
CD0
IZ
IZ
35.00' PRIVATE UTILITY I
/
1 TRACT G
EASEMENT PER INST.
/ NO. 2021-54375
I
I
/C6
/.. 131.04' 35.00' �- 85.86'
v y% 3e /Zo L
7.41'
SHEET 6
OF 8
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JOB NAME:
TREELII
P&o
JOB NUMBER:
7084
OREGON
DRAWN BY:
JDP
LARCH 8, 2016
JACOB D. POWELL
i
90744PLS
CHECKED BY:
MSK/C
RENEWS:12/31/2022
F741
CS20630-
TREELINE, PHASE 1
A REPEAT OF PORTIONS OF COMMON 1, COMMON 2, AND
ANDERSON RANCH ROAD OF "ANDERSON RANCH P.U.D.",
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2021
PZ-20-0270 EASEMENT DETAIL c
scuE i'=so'
EASEMENT DETAIL A
SCALE 1 "=20'
I
I
5.00' PUE -i-I
I
L J
15.00 --•-r
S89'44'02"E L 15.01
2
0
L
M
EASEMENT DETAIL D
SCALE 1"=20'
EASEMENT DETAIL B
SCALE 1 "=20'
1
5.00' PUE ---�-I
I
18
f
14.00
N83'32'37"W J
25.00'
o
0
19 �
�i 1.14.00'
,
EASEMENT DETAIL E
SCALE 1"=20'
s
�c�tp. • °°.O
h� 30
�N�
/>
,
00
TRACT H °'
s°o,
sroo,
EASEMENT DETAIL G
SCALE 1 "=20'
N73 5
3 w 80
9
ti�Es , so.
24 ,oG
h
00
PREPARED FOR
EAST,210 PAHLISCH HOMES, INC.
SW WILSON AVE. SUITE 100
BEND, OREGON 97702
25
'oo.
EASEMENT DETAIL F
SCALE 1 "=20'
c133 S8714900*E 106.42'
4.55' 5.46'
46.$2' (
c,3 1 10.01 35.04' ., 14.55' I
10.00,
PUE (3 I I
N O N I
o �' I t o TRACT A I I
5.00' PSDE TO � N
BENEFIT TREELINE I 35.00' - I
OWNER'S ASSOCIATION I C135 PRIVATE UTILITY
L=1.62' I EASEMENT PER INST. I
\ I NO. 2021-54375
I N
\ \ 00 MI
o
IN, N O I
oo I 0 Z
o I
\ Q \ \ > ( z
G
LOT 3
/ I
\ 11.21'
LANDSCAPE EASEMENT \ ♦ 2
TO BENEFIT TREELINE OWNER'S ASSOCIATION �( �6, \ O
X
00 !
EASEMENT DETAIL H
SCALE 1"=20'
REMAINDER
(PORTION OF COMMON 1
ANDERSON RANCH P.U.D.)
VARIABLE WDTH PSDE TO BENEFIT
REMAINDER AND THOSE LOTS AND
TRACTS CREATED AND IDENTIFIED BY
SUBSEQUENT PLATTING OF SAID
REMAINDER
LOT 4
/
/
:\ A(2'io
23 4W
ti ~ s3o �088':
O'
C162 L=2.74'
C66 L=6.52'
EASEMENT DETAIL I
SCALE 1 "=40'
C153 L-9g 6 5.00'
RADIAL N4814'40"E
/ c13o
L=31.42'
/ S10'30'46"E 1.04' �,�� j�/
/ N\
� N I
TRACT G
cv
SEE SHEET 6 FOR / z 4co/
PUE AND PPAE
FOR TRACT G, NOT
SHOWN IN EASEMENT C6
DETAIL 1 / 800.
/ VARIABLE WIDTH v�
/ AE AND SDE o, /
h
�o /
I
/ A
/ S72'51'18"E 19.13'
N61 *44'14"E RADIAL N8218'07"E $ /
9.84' N16'52'21 "E 4.09' /
S73'07'39"E 7.60'
C149
��ss\ \ =8.44' v i��/
CtiSC��
/ RADIAL N53'44'33"E
N73'07'39"W 24.50'
o / = N16'52'21 "E
J 20.00'
/ N / w C148 S73'07 39 E 24.50
/ co / - L=8.44
�'
er- /
RADIAL
N 00 N10'32'04"E 20 z S44'10'21"E
O N I 20.40' / qF p,�
Z N79-06'25"W
N10'32'04"E /
N S79'06'25"E 8.33'
cj
0 ?/So /zo:p?,f
REGISTERED
PROFESSIONAL
LAND SURVEYOR
'00�0oopi
!opoeoel(
OREGON
LARCH 8, 2016
JACOB D. POWELL
RENEWS: 12/31
E
HUTES COUP SURVEYOR
SHEET 7 OF 8 M1112024BYE Lu
�fj
CS 20 630
TREELINE, PHASE 1
A REPEAT Of PORTIONS OF COMMON 1, COMMON 2, AND
ANDERSON RANCH ROAD OF "ANDERSON RANCH P.U.D.",
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11 EAST,
WILLAME MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY, 2021
PZ-20-0270
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
Cl
585.00'
3'50'51"
39.28'
N12027'29"E 39.28'
C2
965.00'
24'05'00"
405.62'
N22'34'34"E 402.64'
C3
1035.00'
4'07'41"
74.57'
N36'40'55"E 74.55'
C4
1145.00'
1 *39'15"
33.06'
N38'49'22"E 33.06'
C5
1270.00'
1'08'41"
25.37'
S4249'31 "W 25.37'
C6
120.00'
2*28'12"
5.17'
S41001'05"W 5.17'
C7
60.00'
22'01'32"
23.07'
N64'01'11 "W 22.92'
C8
234.00'
15'36'56"
63.78'
N69'22'09"E 63.58'
C9
266.00'
15'3523"
72.38'
N84'58'19"E 72.15'
C10
230.00'
8'07'48"
32.64'
N8532'48"W 32.61'
C11
70.00'
38'39'00"
47.22'
N54'39'43"W 46.33'
C12
10.00'
91'31'48"
15.97'
N81'06'07"W 14.33'
C13
845.00'
5'34'47"
82.29'
S50'20'35"W 82.26'
C14
1570.27'
15'45'28"
431.86'
S1515'42"W 430.50'
C15
47.00'
75'09'59"
61.66'
N10'41'45"E 57.33'
C16
13.00'
66'47'15"
15.15'
N6'30'23"E 14.31'
C17
184.00'
34038'23"
111.24'
N57'13'13"E 109.56'
C18
166.00'
12'58'43"
37.60'
N68003'02"E 37.52'
C19
170.00'
2'01'34"
6.01'
Sl'25'09"W 6.01'
C20
170.00'
32'23'24"
96.10'
S18'3738"W 94.83'
C21
170.00'
13'24'45"
39.80'
S41'31'42"W 39.71'
C22
230.00'
7'05'49"
28.49'
S3'57'17"W 28.47'
C23
230.00'
11'20'18"
45.51'
S1310'20"W 45.44'
C24
230.00'
1117'44"
45.34'
S24'29'21 "W 45.27'
C25
230.00'
10*37'10"
42.63'
S35'26'48"W 42.57'
C26
230.00'
7'28'42"
30.02'
S44'29'44"W 30.00'
C27
230.00'
47'49'43"
192.00'
S2419'14"W 186.47'
C28
200.00'
4749'43"
166.95'
S24'19'14"W 162.15'
C29
170.00'
47'49'43"
141.91'
S2419'14"W 137.83'
C30
10.00'
89'52'40"
15.69'
S4519'38"W 14.13'
C31
10.00'
90'07'20"
15.73'
N44'40'22"W 14.16'
C32
330.00'
2'48'45"
16.20'
S1'47'41"W 16.20'
C33
330.00'
12'00'28"
69.16'
S912'17"W 69.03'
C34
330.00'
12'07'59"
69.88'
S2116'31 "W 69.75'
C35
330.00'
2'42'39"
15.61'
S28'41'49"W 15.61'
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
C36
240.00'
15*16'50"
64.01'
S37'41'34"W 63.82'
C37
240.00'
6'06'50"
25.61'
S48'23'24"W 25.60'
C38
350.00'
6'04'05"
37.07'
S3'25'20"W 37.05'
C39
350.00'
8*06'11"
49.50'
S10'30'29"W 49.46'
C40
350.00'
756'22"
48.50'
S18'31'45"W 48.46'
C41
350.00'
7033'13'
46.14'
S26'16'33"W 46.11'
C42
260.00'
0031'14"
2.36'
S3018'46"W 2.36'
C43
260.00'
10*28'01"
47.50'
S35'48'24"W 47.43'
C44
260.00'
10*24'25"
47.23'
S4614'36"W 47.16'
C45
350.00'
2939'51"
181.21'
S1513'14"W 179.19'
C46
330.00'
29'39'51"
170.85'
S1513'14"W 168.95'
C47
260.00'
21'23'40"
97.08'
S40'44'59"W 96.52'
C48
240.00'
21'23'40"
89.62'
S40'44'59"W 89.10'
C49
375.00'
1'42'56"
11.23'
N114'46"E 11.23'
C50
375.00'
10*03'22"
65.82'
N7'07'55"E 65.73'
C51
375.00'
9'53'49"
64.78'
N17'06'30"E 64.69'
C52
375.00'
9056'52"
65.11'
N27'01'51 1 65.03'
C53
375.00'
10*30'36"
68.79'
N3715'35"E 68.69'
C54
375.00'
10*01'35"
65.62'
N47031'41 "E 65.54'
C55
375.00'
2021'59"
15.49'
N53'43'28"E 15.49'
C56
375.00'
54'31'09"
356.83'
N27'38'52"E 343.52'
C57
410.00'
41050'20"
299.39'
N33'59'17"E 292.78'
C58
410.00'
20'21'04"
145.63'
N2314'40"E 144.87'
C59
410.00'
21'29'15"
153.76'
N44'09'50"E 152.86'
C60
150.00'
2312'41"
60.77'
S6824'43"E 60.35'
C61
126.00'
61'03'28"
134.27'
S7217'39"E 128.01'
C62
110.00'
61'03'28"
117.22'
S7217'39"E 111.75'
C63
94.00'
61'03'28"
100.17'
S72'17'39"E 95.50'
C64
1330.00'
1 *28'12"
34.12'
S47'29'59"W 34.12'
C65
1330.00'
4'30'42"
104.73'
S44'30'32"W 104.70'
C66
180.00'
2'04'31"
6.52'
S4112'55"W 6.52'
C67
1330.00'
5'58'54"
138.85'
S4514'38"W 138.79'
C68
1300.00'
5'58'54"
135.72'
S4514'38"W 135.66'
C69
150.00'
2014'00"
5.85'
S41'08'11 "W 5.85'
C70
1270.00'
5'58'54"
132.59'
S4514'38"W 132.53'
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW NILSON AVE. SUITE 100
BEND, OREGON 97702
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
C71
1270.00'
4'50'13"
107.21'
S45'48'58"W 107.18'
C72
10.00'
90'00'00"
15.71'
N83033'11 "W 14.14'
C73
10.00'
90'00'00"
15.71'
N6'26'49"E 14.14'
C74
990.00'
312'44"
55.50'
N40'09'33"W 55.50'
C75
1010.00'
3*12'44"
56.62'
N40'0933"W 56.62'
C76
1145.00'
417'28"
85.75'
N41047'43"E 85.73'
C77
1145.00'
5'5643"
118.81'
N40'58'06"E 118.76'
C78
1035.00'
1 *12'51"
21.93'
N5418'02"E 21.93'
C79
1035.00'
3'04'23"
55.51'
N52'09'25"E 55.50'
C80
1035.00'
3'02'51"
55.05'
N49'05'48"E 55.05'
C81
1035.00'
2'59'49"
54.14'
N46'04'28"E 54.13'
C82
1035.00'
5'49'48"
105.31'
N41'39'39"E 105.27'
C83
1035.00'
2017'23"
366.52'
N44'45'46"E 364.60'
C84
1000.00'
2017'23"
354.12'
N44'45'46"E 352.28'
C85
965.00'
2017'23"
341.73'
N44'45'46"E 339.95'
C86
965.00'
0'24'09"
6.78'
N5404222"E 6.78'
C87
965.00'
2'42'58"
45.75'
N53'08'49"E 45.74'
C88
965.00'
2'4257"
45.74'
N50'25'51 "E 45.74'
C89
965.00'
2'42'58"
45.75'
N47'42'54"E 45.74'
C90
965.00'
2'4257"
45.74'
N44'59'57"E 45.74'
C91
965.00'
2'42'58"
45.75'
N4216'59"E 45.74'
C92
965.00'
242'57"
45.74'
N39'34'01 "E 45.74'
C93
965.00'
2'42'58"
45.75'
N36'51'04"E 45.74'
C94
965.00'
0'52'31"
14.74'
N35'03'20"E 14.74'
C95
180.00'
13'54'07"
43.67'
S74'40'38"E 43.57'
C96
445.00'
4*11'11"
32.52'
N38'5627"E 32.51'
C97
445.00'
5'22'59"
41.81'
N43'43'32"E 41.79'
C98
445.00'
5'18'30"
41.23'
N49104'17"E 41.21'
C99
445.00'
310'55"
24.71'
N5319'00"E 24.71'
C100
445.00'
18'03'35"
140.27'
N45'52'39"E 139.69'
C101
170.00'
4216'08"
125.41'
S5613'37"E 122.59'
C102
170.00'
1215'01"
36.35'
S83'29'12"E 36.28'
C103
170.00'
54'31'09"
161.76'
S62'21'07"E 155.73'
C104
200.00'
54'31'09"
190.31'
S62'21'07"E 183.21'
C105
200.00'
38'53'40"
135.77'
S54'32'23"E 133.18'
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
C106
200.00'
15'3729"
54.54'
S81'4758"E 54.37'
C107
230.00'
31'23'59"
126.05'
S50'47'33"E 124.48'
C108
230.00'
19*22'14"
77.76'
S44'46'40"E 77.39'
C109
230.00'
12'01'45"
48.29'
S60'28'40"E 48.20'
C110
50.00'
18'49'52"
16.43'
S25'25'43"W 16.36'
C111
50.00'
20'03'48"
17.51'
S44'52'33"W 17.42'
C112
845.00'
0*24909"
5.94'
S54'4222"W 5.94'
C113
845.00'
1'22'21
20.24'
S53'49'08"W 20.24'
C114
845.00'
1'20'38"
19.82'
S52'2739"W 19.82'
C115
845.00'
2'42'58"
40.06'
S53'08'49"W 40.05'
C116
845.00'
2'42'57"
40.05'
S50025'51 "W 40.05'
C117
845.00'
1 *31'12"
22.42'
S4818'48"W 22.42'
C118
845.00'
111'47"
17.65'
S46'57'19"W 17.64'
C119
845.00'
2'4258"
40.06'
S47'4254"W 40.05'
C120
845.00'
2642' 57"
40.05'
S44'59' 57"W 40.05'
C121
845.00'
2'42'58"
40.06'
S4216'59"W 40.05'
C122
845.00'
242'57"
40.05'
S39'34'01 "W 40.05'
C123
845.00'
204258"
40.06'
S36'51'04"W 40.05'
C124
845.00'
12'03'37"
177.87'
S41'31'24"W 177.54'
C125
965.00'
24'57'31"
420.36'
N23'00'50"E 417.05'
C126
1035.00'
1'23'02"
25.00'
N39'26'16"E 25.00'
C127
1035.00'
1'42'17"
30.79'
N37'53'37"E 30.79'
C128
865.00'
011'44"
2.95'
S35'23'43"W 2.95'
C129
20.00'
44*11'23"
15.43'
S57'23'32"W 15.05'
C130
20.00'
90'00'00"
31.42'
S55'30'46"E 28.28'
C131
20.00'
45'51'24"
16.01'
S12'24'56"W 15.58'
C132
845.00'
0'08'57"
2.20'
S35'25'06"W 2.20'
C133
266.00'
4'55'52"
22.89'
S89'41'56"E 22.89'
C134
131.00'
34'23'29"
78.63'
S63'34'07"E 77.46'
C135
136.00'
0'40'51"
1.62'
S42'06'17"E 1.62'
C136
230.00'
0'36'54"
2.47'
S6611'05"E 2.47'
C137
50.00'
38058'44"
34.02'
N54029'51 "W 33.36'
C138
10.00'
89'54'56"
15.69'
N9'56'59"E 14.13'
C139
585.00'
2*31'19"
25.75'
N13'07'15"E 25.75'
C140
585.00'
119'32"
13.53'
N1111'50"E 13.53'
EDESCHUTES COlEP�9YY SURVEYOR
J2l It 1 2'U BY:
SHEET 8 OF 8
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
C141
965.00'
6'01'03"
101.34'
N13'32'35"E 101.32'
C142
965.00'
1*11'15*
20.00'
N17'08'42"E 20.00'
C143
965.00'
16'5244"
284.28'
N2610'42"E 283.25'
C144
965.00'
3008'53"
53.02'
N33'02'37"E 53.01'
C145
965.00'
0'20'58"
5.88'
N34'47'32"E 5.88'
C146
965.00'
0'31'34"
8.86'
N3513'48"E 8.86'
C147
67.50'
84*01'14"
98.98'
N58'52'58"E 90.35'
C148
20.00'
24*10'30"
8.44'
N57'5454"E 8.38'
C149
20.00'
24010'30"
8.44'
N2410'12"W 8.38'
C150
52.00'
84'03'53"
76.29'
N64'50'24"E 69.63'
C151
52.00'
10#23'15"
9.43'
N17'36'50"E 9.41'
C152
52.00'
30*03'10"
27.28'
N2'36'23"W 26.96'
C153
52.00'
109'49'47"
99.68'
N8319'46"W 85.10'
C154
957.00'
10*40'16"
178.24'
S23'04'46"W 177.98'
C155
61.00'
33'04'51"
35.22'
S5414'l8"E 34.73'
C156
47.50'
84'01'14"
69.66'
S58'52'58"W 63.58'
C157
50.00'
38'53'40"
33.94'
S35'27'37"W 33.29'
C158
845.00'
1'46'28"
26.17'
S54001'13"W 26.17'
C159
965.00'
1216'17"
206.68'
N28'28'55"E 206.29'
C160
965.00'
2'2236"
40.03'
N21'09'29"E 40.03'
C161
965.00'
9630'34"
160.16'
N1512'54"E 159.98'
C162
1330.00'
0'07'05"
2.74'
S42'18'43"W 2.74'
C163
965.00'
0'51'50"
14.55'
N31'37'07"E 14.55'
C164
965.00'
2'29'47"
42.05'
N29'56'18"E 42.04'
C165
965.00'
1215'24"
206.43'
N22'33'43"E 206.04'
C166
965.00'
5'53'57"
99.35'
N13'29'03"E 99.31'
09130 1 202 t
REGISTERED
PROFESSIONAL
LAND SURVEYOR
.p
OREGON
MARCH 6, 2016
JACOB D. POWELL
90744PLS
RENEWS:12/31/2022
N
0
a
CS 20630