HomeMy WebLinkAboutSurvey 20589SCALE: 1 "= 60 FEET
60 0 12 30 60
INST. NO.
2020-04780 "THREE PINES
RIDGE"
LOT 16
LOT 17 LOT 18
I
FOUND 5/8" IR W/YPC
INSCRIBED "AKS ENGR.";
PER (R1)\
33
LEGEND
s 32
�sQ ss��,,
O
SET 5/8" IRON ROD W/YPC INSCRIBED
st/+
6;0,
"AKS ENGR.'°
Z/ �j3
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"WHPACIFIC"; PER (R2)
• �,� ��� ��
o�
p
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"HWA"; PER
(R5)
0
DENOTES FOUND MONUMENT AS NOTED;
,5
HELD UNLESS NOTED OTHERWISE
W/YPC
WITH A YELLOW PLASTIC CAP
,5p
CS
DESCHUTES COUNTY SURVEY NUMBER
\
POE
POINT OF ENTRY
5/8" IRON ROD
CALC
CALC FROM REFERENCE NOTED
W/YPC PER (R4),�
DBC
DESTROYED BY CONSTRUCTION
DBC, RESET
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES
AS SHOWN
COUNTY OFFICIAL RECORDS
REFERENCES
(R1) RECORD INFORMATION PER CS 19858, BY BRIAN C. COURSEN, FILED
FEBRUARY 8, 2019, DESCHUTES COUNTY SURVEYOR'S OFFICE
(R2) RECORD INFORMATION PER PARTITION PLAT NO. 2013-18, BY DANIEL
E. WOBBE, RECORDED ON OCTOBER 29, 2013, PARTITION PLAT CABINET
4, PAGE 171, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED AS
CS 18609, DESCHUTES COUNTY SURVEYOR'S OFFICE.
(R3) RECORD INFORMATION PER PLAT OF "THREE PINES RIDGE", BY PATRICK
M. GAYLORD, RECORDED OCTOBER 19, 2015, PLAT CABINET I, PAGE
136, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED AS CS 18969,
DESCHUTES COUNTY SURVEYOR'S OFFICE.
(R4) RECORD INFORMATION PER MAJOR PARTITION MJP-1-85, BY GARY W.
HICKMAN, FILED OCTOBER 8, 1985, PARTITION PLAT CABINET I, PAGE
5, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED AS CS 02170,
DESCHUTES COUNTY SURVEYOR'S OFFICE.
(R5) RECORD INFORMATION PER PLAT OF "THREE PINES P.U.D. PHASES 7,
8, 9, AND 10", BY DAVID R. WILLIAMS, RECORDED AUGUST 24, 2006,
PLAT CABINET H, PAGE 63, DESCHUTES COUNTY OFFICIAL RECORDS,
AND FILED AS CS 17036, DESCHUTES COUNTY SURVEYOR'S OFFICE.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
(R1)
(R2)
(R4)
342.13'
1812'06"
108.69'
S34'30'25"W 108.23'
342.13'
1812'06"
108.69'
S34'30'25"W 108.23'
342.13'
1812'05"
108.69'
S34'30'48"W 108.23'
342.13'
1812'06"
108.69'
S34'31'30"W 108.23'
C2
(R1)
(R2)
(R4)
929.04'
2116'10"
344.88'
S36'03'45"W 342.90'
929.04'
21 *16'10"
344.88'
S36003'45"W 342.90'
929.04'
2115'36"
344.73'
S36'02'33"W 342.75'
929.04'
2115'36"
344.73'
S36'03'15"W 342.75'
31
29
I
NW MT. THIELSEN DRIVE
I
I
LOT 20 LOT 21 LOT 22 LOT 23 LOT 24
(N00'03'25"E 729.21')R2,R3
(N00'03'32"E 729.21')R1
BASIS OF BEARING - COCS N0000'32"E 729.21'
34
W
C)
a
35cn
W J
m
N
36
37
ZI
-
I
LOT 19
30
SHEET 2 OF 6
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON DRIVE, SUITE 100
BEND, OR 97702
LOT 25 LOT 26 \
LOT 27 \
0�
rsF'6>ojJ'P2�, LOT 28
16+ P
J,
46 'o�
: Alm
45 �s
2 o
44 st� -
y`scp. o - �'� `&I
LOT 30
43 ems+ �` rN
_ MT. SHASTA _ - _ � �N�� 2'48ryE 10
DRIVE (PUBLIC) ' �, 42 /V>>• 3; ryE,o
3 43 59�>R2 R3
\ 3 430E 1 9� )R�
41 05.91,
� 1
3,
40
8
17
16 INITIAL POINT
O 39 , 15 NW CORNER PARCEL 2, -OFF
14 _ PARTITION PLAT 2013 18
F -- - 13
12
NON��3
4'
tic�� 18 10
�19 T uj -
co
20 Rq� 8
��.��` 21 ��`- 6
`� = �Lu
5/8"22 � IRON ROD W/YPC PER o w
(R2), DBC, RESET AS SHOWN 2,3 o Z, J
_
(s 24
. .8�
2S2�ry� �¢888j)R, o 0
26 27 28 ,
)Rg c
50 I 49 I 48 I 47
1 APPROXIMATE CENTERLINE OF w
5/8" IRON ROD PER (R1), ��06 , 70 60' SISEMORE ROAD, CROOK o
DBC, RESET AS SHOWN J�� 869, COUNTY COMMISSIONERS - 4
\ 2�A JOURNAL 2, PAGES 89 AND 90
o 7Z
5/8" IRON ROD W/YPC PER
(R5), DBC, RESET AS SHOWN��
"THREE PINES
PUD PH. 7, 8,
9, AND 10"
LOT 68
MT, sH
AAA
DR1VE
w fy_
ul
L; E J
M0000 ��
W 06
W P
.-�r,)�
M�woo
M M
LLo
a, 00
z
000000 U�•
Zvi
z
LOT 67
G/
5/8" IRON ROD PER (Rt), 3 I KAI: I Cf
DBC, RESET AS SHOWN \ CENTERLINE OF 20'
MIDSTATE ELECTRIC '
A REPEAT OF PARCEL 2 OF PARTITION PLAT NO. 2013-189�, �s�� �ANSMISSION LINE / so. %j`R AiT�t�bs, EASEMENT INST. N0.
LOCATED IN THE NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH 2013-38184 ., �
RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DATE: MAY 12, 2021
PZ 19-0381
AKS ENGINEERING do FORESTRY, LLC JOB NAME: SKYLINE WEST
12965 SW HERMAN RD, STE 100
TUALATIN, OR 97062 JOB NUMBER: 6643
503.563.6151
il 3
WWW.AKS-ENG.COM DRAWN BY: JC
ENGINEERING •SURVEYING •NATURAL RESOURCES CHECKED BY: MSK JDP
FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE DRAWING NO.: 6643PLAT
SKYLINE WEST
DESCHUTES COUNTY SURVEYOR
FILED$ ll Z� BY:
of •� ''�c. \ "
u �2 �00 $��,�0'
P- /7
A§1 REGISTERED
5/8" IRON ROD W/YPC PER PROFESSIONAL
(R2),DBC RESET AS SHOWN LAND SURVEYOR
\ APPROXIMATE CENTERLINE
\OF ACCESS EASEMENT,
� WIDTH UNSPECIFIED / `" 1��L.•�_
VOLUME 338, PAGE 269 OREGON
/ JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6 30 23
0&
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
342.13'
18*12'06"
108.69'
S34'30'25"W 108.23'
C4
275.00'
33*51'10"
162.48'
S16'5839"W 160.13'
C5
275.00'
24*28'11"
117.45'
S21'40'09"W 116.56'
C6
200.00'
4'07'55"
14.42'
S7'22'06"W 14.42'
C8
200.00'
34*10'25"
119.29'
N63'28'45"W 117.53'
SKYLINE WEST SHEET 30F6 1
A REPLAT OF PARCEL 2 OF PARTITION PLAT NO, 2013-189
LOCATED IN THE NORTHEAST 1/4 OF SECTION 26,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DTL-6
9.64" (1R1 CITY OF BEND,DESCHUTES COUNTY OREGON
LOT (19.65;)R2 (20(20.14')R5 "THREE PINES P.U.D., ��23.4' TO CL ,
20.11 5 8 D WYPC IRON RO
68 (20.21')R2 / / PHASES 7, 8, 9, AND 10 LOT TRANSMISSION
(20.11')R5 BC PER (R5), DBC, RESET „ , 67 EASEMENT \ DATE: MAY 12, 2021
INITIAL POINT 10.11' 0.51 As SHOWN N88 53 31 E 338.55 � 5/8 IRON ROD W/YPC
10.01 ° PER (R5), DBC, RESET PZ 19-0381
NW CORNER PARCEL 2, OF o ,
25.43 22.89 . 41.28 LEGEND
PARTITION PLAT 2013-18 j 50.01' 30.22' 30.16' C47 �___ 105,14 r 48.32' � 33.42 AS SHOWN \
C24 L=19.95' \ DTL-6 ' N 14.50 s> O SET 5/8" IRON ROD W/YPC INSCRIBED
L=8.89' % i DTL-6 18 92 \ AKS ENGR.
C6 L=14.42' 6 ? j S52'21'11"E (18.92)R1 �• 5/8" IRON ROD W/YPC INSCRIBED "AKS
h• N 5,312 SF co 89 29, (18 79')R2 APPROXIMATE CENTERLINE OF ENGR.", SET PER POST MONUMENTATION
COUNTY SURVEYOR L O ACCESS EASEMENT, WIDTH
DESCHUTES 30 h _ 580. o N (19.93 )R5 NOTE (SEE SHEET 1)
UNSPECIFIED VOLUME 338, „
�� ^ o N 30•00' �' _ 33'S7nE 102 50'_ ^� 10.00' PAGE 269, POSITION ■ 5/8 IRON ROD WITH AN ALUMINUM CAP
L� � `� � 6Y� ,•� 30'00� DTL-5 ` - - _ o-10.00' �� DETERMINED BY SCALING INSCRIBED "AKS ENGR.", SET PER POST
61900SF o `� 5 ��• MONUMENTAlION NOTE (SEE SHEET 1)
o N o 0 5,472 SF / N °��° TRACT B ~' �� 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
co
7 0 I I 6 7142. SF w I 6I304 SF,� > �i /fiWHPACIFIC , PER (R2)
5 022 SF i - F FOUND 5/8- IRON ROD W OPC INSCRIBED
�(� O
,�, y\ "HHPR"; PER (R3)
I N co �, 102•50' ,� o I •� �o �6+ �G 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
LOT ��- _ C) o0 16. C,36 S32'17 23 W ocn ��ti h°` / o �� "HWA"; PER (R5)
•�� - r co 0 24 =31 �� DTL-5 29.57 '�' 3 / �0\ W/OPC WITH AN ORANGE PLASTIC CAP
29 io S80 33 57"E _ _ 3j I (b 7,145 SF-37 �1 `°o '9 W YPC WITH A YELLOW PLASTIC CAP
64 37' - N80'33' " , c3> 20' MIDSTATE ELECTRIC c9, °� / �d'>. �'f - CS DESCHUTES COUNTY SURVEY NUMBER
q.1 DTL-5 ^ o - - 148 74' ��s02p. , TRANSMISSION LINE / 2,�. , ' l- POE POINT OF ENTRY
o -� - ��38 EASEMENT PER INST. /� � o -9 RAD RADIAL BEARING
• 4,214 SF C23 �'' + � NW SKY - C�?O. ( NO. 2013-38184 '` s �/ PUE PUBLIC UTILITY EASEMENT
_ _ S8014 _ , LER PLgC °� \
LOT , � - _ 19 E 117 L-8.88 � (/�(fB E � �, r p�_5 ,�o,' ,�1� �6,. h � � DBC DSF ESTROYED CONSTRUCTION
�'�� �,� - 22 _ _ _ I ^ (PUBLIC)
I �C8 �\, ��35�9 ' % o��o ,0 �"b-S�J, CL CENTERLINE
28
DTL-X SEE DETAIL SHEET X
2.44 C34?9, '6'�13.50 / `� 2 / oo �j so, " '
116.30 ;17 I ^// 4,399 SF / ,�p�' yo/ .03, _ 0 5/8 IRON ROD W/YPC PSDE PRIVATE STORM DRAINAGE EASEMENT TO
•� 42 ►� 58 \ O BENEFIT ADJOINING LOTS
-� / sya oq Fi PER (R2), DBC, RESET
\ � 5,959 SF �G v I i op '�' /.�--DTL-5 / 1 \6'�9 �Jo / AS SHOWN DBC DESTROYED BY CONSTRUCTION
a, �/ a 20 0 , I I O• S hh •'S �� "� INST. NO. INSTRUMENT NUMBER PER DESCHUTES
Q ��� 'S �� Sss• N �o Z ,0 c \ �' �o. �� �'` ' COUNTY OFFICIAL RECORDS
76 ' " c, � .� � DTL-5 8 rn o �
h ��� o ^ �; _ DTL-5 83 / ' o
3 Q 6,413 SF �, "� �� ( Sp, / 4 679 SF 1`°
,�'`� •� i '� \ _ p8. °, �G/ S6 Qom, � oM � 8? 00 I / o°�,
DTL 6 ,^ 43 , _ W ,
=�h � \ 43 � � /% � c� vi � s38"F �p Qv � � co � .�O•I tiQ • > DTL-5
LOT ti 7, o , APPROXIMATE 6'
5,840 SF Q ii �6 `�' o o I \ � - sr i
27 00��`�'h� 2.59' � �s,32s, � c� i �Q \ 9 � � °� � z ' � S SEMORE ROAD CENTERLINE OF 60 � ���
i
��' co �� � 4,139 SF \ z :`� CROOK COUNTY' I 99
?� �� ' �� ``'� 5643 • 3.01 COMMISSIONERS
vj \ S38h h I 3, I i Oj
,, F N •?4'". i" JOURNAL 2, PAGES
LOT / 44 \ �� �• v DTL_5 \ �886, �' co \ 89 AND 90 28 `QQ , .�4 �� •
7 231 SF '� ,� 10 �, N d- 13 ---1
64 8,261 SF I
26 °` v N 213s38" / N
4 004 SF
20cy- Of.90\ S68 pp. " DTL-5 C �``�`�. o` �"o„'� S643S38" \ \ 1S6?,, I M �opo
�o 1 (20.90')R1,R3 3, `�"' i� F I,g N 3 51��SF �249 DTL-6 �5 /
c,99
'� ��-1.57 v o' S6 O
o �; 4,243 SF " 38 , o� � /
19.55' 1 45 C29 \64`3s3 h \�`3�164, I Z
� `� 6,824 SF = 8E' o 26
` Z, L 14.95 123 1 �' - SO S 4,063 SF 9>8 DTL-6 G /
LOT o �� S�4' ' " co �; i �`�� DTL-5 12 - 40 C44 3S,38ry SCALE: 1 = 40 FEET
46 44 o� 4 045 SF "O' v `� F 19.46
25- D1L=t5 E 12� 73' o���o \64�53' ry L=13.48 \S. pp, C68 < 11.20' TO CL
0 0 Q �; 8F72j \ �C/ 25 �4 L=13.09' TRANSMISSION 40 0 8 20 40
o �' a 'S8' 4,910 SF �0 o EASEMENT
o `� a as
46 DTL-5 ` �! 13 �� \ 68 S6.0 III,
j
r _ N 5,533 SF o �'�� v 56,Ir 4,874 SF ~' QQ ^`O' 9p'� 8 F CIS w (�
M � V
N _ S78'0512"E 116 33' v _ \ \ 38ryF 7 24
VI) _ - � DTL 5 9S o Cj 4,138 SF 4 "
cr-_ - _ � .i 14 � � � Q � � S64• i 6� o� 5/8 IRON ROD
LOT w o �' ,ro S6 • 4,018 SF , �Q hN a�v SS 3S38F DTL-5 --=Z O��O PER (R1), DB C,
2q• � � N `' '� \ � 43s38ry \ � � oN °` o QvQ- IS � \ 1,�85, ���o�o /' RESET AS SHOW
47 � F , �,
O o 6,494 SF � I _'
23
Z a J 15 ,KID: ,CIV 4,852 SF 266)� 300 .
� DT--4 DTL-4 � N � � S64• 4,173 SF � \ ��` �ry o � S643S� - C65 °
_S89 56 56" E 110.07 - ho \ 8"F L-16.88 0
- „ - - - 30.00 30.00 J 8 F ,� _ ° C
BEARS S89 56,56 E 0.16 38s, oo 1 5/8" IRON ROD
C15 L=1.82' � � � � �' � � `a'
o \ 4 569 SF \ \I �� '� RESEPER T AS DBC,
o �, o S643 DTL-5 4�
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C65
342.13'
2'49'34"
16.88'
S26'49'09"W 16.87'
C66
342.13'
6'08'44"
36.70'
S31 *18'18"W 36.68'
C67
342.13'
7*02'13"
42.02'
S37'53'47"W 41.99'
C68
342.13'
2*11'35"
13.09'
S42'30'41 "W 13.09'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C15
305.00'
0'20'28"
1.82'
SO'13'18"W 1.82'
C16
305.00'
8'41'43"
46.29'
S4'44'23"W 46.24'
C17
305.00'
7'53'56"
42.05'
S13'02'13"W 42.01'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C18
305.00'
7'58'03
42.41'
S20'58'12"W 42.38'
C19
305.00'
7*16'08"
38.69'
S28'35'17"W 38.67'
C20
305.00'
1'40'53"
8.95'
S33'03'47"W 8.95'
r- CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C39
230.00'
8*52'12"
35.61'
N50'49'38"W 35.57'
C41
290.00'
5*58'17"
30.22'
N22'25'14"E 30.21'
C42
290.00'
6'25'08"
32.49'
N16'13'31"E 32.47'
C44
310.00'
2'29'32"
13.48'
N24'09'36"E 13.48'
C45
310.00'
5'45' 27"
31.15'
N 20'02'06"E 31.14'
C46
310.00'
4'08'26"
22.40'
N15'05'10"E 22.40'
C47
230.00'
4*58'15"
19.95'
S6'56'55"W 19.95'
o DTL-5 16 0 S3 ry
N �- 5,100 SF ^8 F >>> oo
44 REGISTERED
S64• S, �, ?Qp0, a �� PROFESSIONAL JOB NAME: SKYLINE WEST
�-�N i LAND SURVEYOR
8SS' Duo .mod` l? l ZoZf JOB NUMBER: 6643
S89'56'35'E 12.00 � � "� N i �j �
11.43' PREPARED FOR- OREGON DRAWN BY: JC
PAHLISCH HOMES JANUARY 12, 2016
210 SW WILSON DRIVE, SUITE 100 MICHAEL S. KAUNA CHECKED BY: MSK/JDP
BEND, OR 97702 89558PLS
CONTINUED ON SHEET 4 RENEWS: 6 30 23 DRAWING NO.: 6643PLAT
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C21
245.00'
7*16'02"
31.07'
S30'16'13"W 31.05'
C22
245.00'
15'07'31"
64.68'
S19'04'27"W 64.49'
C23
245.00'
2'04'39"
8.88'
S10'28'22"W 8.88'
C24
170.00'
2'59'41"
8.89'
S7056'13"W 8.88'
C25
245.00'
5'25'57"
23.23'
S2'46'03"W 23.22'
C26
245.00'
8'30'28"
36.38'
S9'44'15"W 36.35'
C27
245.00'
7*31'16"
32.16'
S17'45'07"W 32.14'
C28
245.00'
8'5346"
38.04'
S25'57'38"W 38.00'
C29
245.00'
3'29'43"
14.95'
S32'09'22"W 14.94'
C30
305.00'
6*18'50"
33.61'
S30'44'49"W 33.59'
C31
305.00'
618'16"
33.56'
S24'26'16"W 33.54'
C32
305.00'
6'38'02"
35.31'
S17058'07"W 35.29'
C33
305.00'
5*1 SOY
27.76'
S12'02'35"W 27.76'
C34
170.00'
5'55'27"
17.58'
N77'36'13"W 17.57'
C35
170.00'
2814'58"
83.82'
N60o31'01 "W 82.97'
C36
230.00'
7'48'50"
31.37'
N76'39'32"W 31.34'
C37
230.00'
12'30'22"
50.20'
N66'29'56"W 50.10'
C38
230.00'
4'59'02"
20.01'
N57'45'15"W 20.00'
AKS ENGINEERING do FORESTRY, LLC
12965 SW HERMAN RD, STE 100
TUALATIN, OR 97062
503.563.6157
WWW.AKS-ENG.COM
ENGINEERING •SURVEYING •NATURAL RESOURCES
FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
2o50s
. es
CONTINUED ON SHEET 3 SHEET 4 OF 6
N � �S6 . v � � � 5643 ,
-BEARS S89'5656"E 0.16' - - I N \3538 F o oo , Q��� \38"F �r
- --S89'56'S6"E „0.07'- - - 30•0° 3°•°°SKYLINE WEST
J � �''3 `� '� � �� � '44A REPLATOF PARCEL 2 OF PARTITION PLAT N0. 2013-189DTL-4 C15 8S " h ,Q'`�'
22
L=1.82' I N Q� 4 569 SF \ 1 /^
o DTL-4 ;�, _ ��, o \ S643 ; DTL_5 LOCATED IN THE NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH,
LOT <D L 48 0 DTL 5 16 a� h. S38»
5,100 SF cv RANGE 11 EAST,WILLAMETTE MERIDIAN,23 5,724 SF N 1 4� �.�' o F �11
o - - _ S89'56'56"E 110.07' - - J 8,64 3sa N �" " 21 /
F, ," 3900 SF CITY OF BEND, DESCHUTES COUNTY, OREGON
� � � 8S , � d` � S64• � oR
1800' S " �" 3S� DATE,* MAY 12,2021
cn ' a �. _ 38'F 3
w o o M W S89'5fi'35"E 12.00 2p p p? 1 N / _
49 _ > 11.43 ^h PZ 19 0381
w
26.00'
4,843 SF N I
1
I
1 a 20 �
o ,Q' h 564, 4,130 SF
-S89'S6'S6"E 110.08' - _
0
H
^
c��' I`
S
8 DTL-5 �Z
c
N
L
DTL-4
o
o
Q
6,807 SF
„ Q
Q p
F ���
C43
LOT
22 kJ
cv o
0
50 o
v?
h� 4,
5.35' 19
rf)r'.) L
5,394 SF
1
Sai 64. 4,602 SF
0
o
o �;''
RADIAL
\ 3 g O .
8F Ip N64-34'20"W , "
I
0
z
110.09
30.00
30.00
q;
C14 L=52.61' _
9 5/8 IRON ROD
3 ��% W YPC PER ( R2)
1-1/2" AC PER (R3),
- �^
o
1
I
/� DBC, RESET
DBC, RESET AS SHOWN
0 0
c�2
AS SHOWN
' 8
- -
Ilk
rn oM o
"r
- 140.09' - -
- l6.11
_
C13
_ L=20.01'
-�
�4496,
DTL-5 c /
5,376 SF
N89'56'56"W 156.20'
'
o a o NW JESSE PLACE (PUBLIC) ,11433�
40.50' L � 40.50' 40.50' Li � 34.70'
1 DTL-4 I I I I D�_4 I I C11 I I 1 p �'91.38,
L=5.80 ^> �49 "
LOT o I I I I I I ^ I I c �S6o
8'
o f o f 0 1 DTL-4 ,
21 o 0 o
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34 0 l 35 0 l 36 I 37 I 38 oo-r ,
=4,456 SF o I 4,455 SF o I 4,455 SF o I 4,455 SF o I 6,346 SF
ZI ZI Clz ZI / �'
Ofo I I I I I I I I ? 39
o
0
I I
I I I I
I I
5,526 SF
LOT
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o
v
_� S89'56'56"E 191.95'
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40.50'. L29.94
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0
0
29.38'� - 60.51' - -\\73
0 11.13'
102.06'- - - -
\
/
to
1
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o \
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s.8s�Q\
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\
J
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29\ 6,521 SF
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,
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v
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3\
o� \ 6,315 SF
0
o
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\
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31 �� \
\ DTL-4
/
I \
7,790 SF
nC60 �\ ^ AEP
LOT
18
LOT
17
LOT
16
L=O.`FJ '
NW JESSE PLACE
I
6.00'
PUE it1 1
I
6.00'
1 11mo- PUE
0
0
Lo 35
34 2
o
LOTS 34 AND 35
z
PUE DETAIL
1 "-10'
PUE
W
5.00'I --
47
>
R=310.00 1 0
,� o
R=305.00 Q
L=6.00 �
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Km
,
L=6.00 Q
C15 �
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L=1.82' o�
L=1.82' _
5.00'1 __
cl)
H
48
LOTS 47 AND 48
PUE DETAIL
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>
\ 3.50 If-s` \
o-
\ \ % i 5/8" IRON ROD
LEGEND
\
W/YPC PER (R4),
\
Q
SET 5/8" IRON R00 W/YPC INSCRIBED
\
DBC, RESET AS SHOWN
"AKS ENGR."
\ 5,991 SF \
RADIAL N43'18'10"W
,'
" YPC INSCRIBED "AKS
5/8IRON ROD W/
\
3r \ DTL-4 \
h�o
°c /
ENGR.", SET PER POST MONUMENTATION
po
�� �\
NOTE (SEE SHEET 1)
■
5/8 IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR.", SET PER POST
00
\ \ oa h
MONUMENTATION NOTE (SEE SHEET 1)
of
Zo 33 `
/
0
FOUND5/8,IRON ROD W/OPC INSCRIBED
DTL-4 �'�
`'' 6 016 SF
'
HHPR" ; PER (R3)
00
Lo <oo
DTL-5 c � /
o /
1 /
o /
"
NW JESSE PLACE
6.00'
6.00'
I
, if PUE 37
I
PUE �i M
, LOTS 36 AND
lCD a
0
36 ' - �
o1 37 PUE
�'
of 1
Z
I [
DETAIL
3. 50' 1
13. 50' 1 19
L _
__J
N
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
929.04'
21 *16'10"
344.88'
S36'03'45"W 342.91'
C3
200.00'
32*45'11
114.33'
N73°34'25"W 112.78'
C10
170.00'
30'47'56"
91.38'
N72'35'47"W 90.29'
Cl l
170.00'
1 *57'15"
5.80'
N88'58'23"W 5.80'
C12
230.00'
11 *12'02"
44.96'
N62'47'50"W 44.89'
C13
230.00'
4`59'02"
20.01'
N70'53'22"W 20.00'
C14
230.00'
13606'20"
52.61'
N79'56'03"W 52.49'
C15
305.00'
0`20'28"
1.82'
SO°13'18"W 1.82'
C25
245.00'
5'2557"
23.23'
S2'46'03"W 23.22'
C40
210.00'
6*17'44"
23.07'
N2215'30"E 23.06'
C43
190.00'
6*17'44"
20.88'
N2215'30"E 20.87'
C54
929.04'
1'5953"
32.40'
S26'25'36"W 32.40'
C55
929.04'
3'31'35"
57.18'
S29°11'21 "W 57.17'
C56
929.04'
1 °51'02"
30.01'
N31'52'39"E 30.00'
C57
929.04'
1 °51'02"
30.00'
N33'43'41 "E 30.00'
C58
929.04'
6'39'21
107.92'
S37'5852"W 107.86'
C59
929.04'
4'52'01"
78.92'
S43'44'33"W 79.89'
C60
929.04'
0*31'16"
8.45'
S46'26'12"W 8.45'
SCALE: 1 = 40 FEET PREPARED FORPAHLISCH HOMES
210 SW WILSON DRIVE, SUITE 100
40 o a 20 4o BEND, OR 97702
DBC DESTROYED BY CONSTRUCTION 8 ? 2� 2.
AC ALUMINUM CAP
SF SQUARE FEET REGISTERED
DTL-X SEE DETAIL, SHEET X PROFESSIONAL JOB NAME: SKYLINE WEST AKS ENGINEERING & FORESTRY, LLC
PSDE PRIVATE STORM DRAINAGE EASEMENT TO LAND SURVEYOR 12965 SW HERMAN RD, STE 100
BENEFIT ADJOINING LOTS JOB NUMBER: 6643 TUALATIN, OR 97062
��, z,•,��_ 503.563.6151
8 IR nc� �(" SURVIEYOR OREGON DRAWN BY: JC WWW.AKS-ENG.COM
FOUND 5
/ JANUARY 12 2016
W/YPC INSCRIBED �� w MICHAEL S. KALINA CHECKED BY: MSK/JDP
AKS ENGR.; FILED-?-)89558PLS
ENGINEERING •SURVEYING •NATURAL RESOURCES
�Y.
PER (Rl) RENEWS: 6736723 DRAWING NO.: 6643PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
�
DENOTES FOUND MONUMENT AS NOTED,
HELD UNLESS NOTED OTHERWISE
W/OPC
WITH AN ORANGE PLASTIC CAP
W/YPC
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CS
DESCHUTES COUNTY SURVEY NUMBER
PUE
PUBLIC UTILITY EASEMENT
49
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LLJ
>
PUE i o
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~
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PUE o
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CD
LOTS 49 AND
50 PUE DETAIL
1 "-10'
2
600 '� PUE
c-3
PUE
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LOTS 1 AND 2 sF
PUE DETAIL
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o
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8
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15 0 0 ' h r
F
�
L=3.56
\\
PUE
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Q
L=2.54' 9 L=3.55'
LOTS 8 AND 9 PUE
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40
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LOTS 41 AND 42
42
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PUE 11
LOTS 10 AND 11
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i
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EASEMENT PER
INST. NO. 2021-35365
I
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S46'41'40"W 6.88'
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EASEMENT
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5 R=235.00' 3
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SEE NOTE 2.F � o o L=12.11
ON SHEET 1 r a
PUE 6•00' P, 4
r 6.00'
IV S r''`--PUE
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LACE L=6.05' R=230.00
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LOTS 4 AND 5 IPUE AND SISEMORE
ROAD CENTERLINE DETAIL 1'=10'
o 12
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CENTERLINE
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��- PUE
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Q
E
r
co
1 5.00'
7
~ '-
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o
0
t6 LOTS 6
AND 7 PUE
DETAIL
1'=10'
SKYLINE WEST SHEET 50F 6�
A REPEAT OF PARCEL 2 OF PARTITION PLAT NO. 2013-18,
LOCATED IN THE NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH,
RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, c E COUNT(, OREGON
DATE.* MAY 12, 2021
PZ 19-0381
R=245.00
i� PUE
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oo 500' 14
o' �r' R=240.00'
R=L46:00;
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_ 14
o rrS64�s3
8 F
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o r5 40, R=240.00'
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PUE
co
IT
LOTS 14 AND 15 PUE
DETAIL
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W ---� PUE 16
o N
115.00-1' 1 _� J50O'(
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o PUE M co
C) 17
O N
Q0
LOTS 16 AND 17 PUE
DETAIL 1'=10'
R=357.13' 25 (21 R=347.13'
L=2.72' c L=2.53'
JPUE
o
R=357.13
L=4.36' S Soo -
24 643538,
PUEOO. F R=342.13'
'R=347.13'�
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oo� A R=342.13'
o. J L=6.89'
O�
LOTS 24 AND
25 PUE DETAIL
1'=10'
i
SEE NOTE 21
/VIV ON SHEET 1
ky�ER ' pt 4 c
C,1672. F N
V)
R=170.00'
L=5.98 , ,
S19'2347"W �� R=170.00 �
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^Q 5.00 PUE 1
R=165.00'
28 L=11.65'
Q S19'2347"W 5.00'
LOT 28 PUE AND SISEMORE
ROAD CENTERLINE DETAIL
1'=10'
LEGEND
• 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
43
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0 O
R=310.00 �°F co
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v Q.
44°°' %
4t
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`o
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L=6.00'
i
S74.46 44 "E i
R=310.00'��r
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46 PUE
0
LOTS 45 AND
46 PUE DETAIL
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L=6.00' QA
Q
R=305.00' j
L=6.00' 4Qo
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON DRIVE, SURE 100
BEND, OR 97702
19 PUE
S�
S643S3 i oo
18
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LOTS 18
PUE AND 19 PUE
DETAIL
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oi
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CD
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9.99 %S11'43'04"E 10.91'
1
1012. _ 1 S74.46 44 �£
i
i
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�' EASEMENT AND i S03*43'18"E 15.57'
CONSERVATION
o EASEMENT i
g TRACT 1 PER
Z INST. NO.
2020-18901 46
,'/--,w�S45'43'01 "W 15.44'
LOTS 45 AND 46
CONSERVATION
EASEMENT DETAIL
1'=10'
p -r zo 2-/
REGISTERED
PROFESSIONAL
LAND SURVEYOR
.'o� "L..C-
OREGON
JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6 30 23
h'\
21
PUE ,
S00, ,4
00, S38 F Q
20 PUE
LOTS 20 w
AND 21 PUE
DETAIL
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10.0o' 10.00'-�
20.00' MIDSTATE ELECTRIC
I TRANSMISSION LINE
EASEMENT PER INST. i
NO. 2013-38184
I
TRACT B
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8C�20
07,
7
I
i
4�
6
I
3
W
I
l
I ' \�S
19
TRACT B AND LOT 3 MIDSTATE
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I
DESCHUTES COUNT vi SURVEYOR
FILED i it
A-1
S88'53'31 "W
LOT 6 30.95' PRESERVATIONI AND PROTECTION
S13'24'28"E 6.76'�*- -SAND CONSERVATION EASEMENT -may
CONSERVATION TRACT 3 PER INST. NO. 1`�
EASEMENT DETAIL6 _2020_18901-_ , N1517ll" E 9.79
1 =10
S83'32'E 21.12
31"-,-----_1
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I
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TRANSMISSION LINE
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NO. 2013-38184
I I
i
I
I
i�
i
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I �
I
I I , . 70, �. I
PUE
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I N ti�
In
ENTRY MONUMENT AND
LANDSCAPE EASEMENT
•26�
LOTS 26 AND 27 PUE DETAIL,
LOT 28 ENTRY MONUMENT AND
LANDSCAPE EASEMENT DETAIL
AND
LOTS 26 THRU 28 MIDSTATE
ELECTRIC EASEMENT DETAIL
1'-10'
DESCHUTES COUNTY, SURVEYOR
FlL�[i z1 BY•
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C6
200.00'
4°07'55"
14.42'
S7'22'06"W 14.42'
C68
342.13'
2'11'35"
13.09'
S42'30'41 "W 13.09'
C73
(R5)
150.00'
4*18'05"
11.26'
S7'27'15"W 11.26'
150.00'
4°1743"
11.24'
S7'17'59"W 11.24'
SKYLINE WEST SHEET 60F6
A REPEAT OF PARCEL 2 OF PAR11TION PLAT NO, 2013-18,
LOCATED IN THE NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH,
RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DATE: MAY 12, 2021
PZ 19-0381
NW MT. SHASTA
DRIVE CENTERLINE _ S80.23'42►
DETAIL 20.001--_ E ---
1'_20' 20.o0---1
1
LOT 1
65
1
af
N
SFNF 1 a;
co
N
1 coo
W co
"THREE PINES P.U.D., r
PHASES 7,8,9, AND 10" Q 1 3
O
Q co
co
M = a
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LOT 1 0
68 try
1
20, p0'
20. pp'
i
19.64'
1 (19.64')Rl
(19.65 )R2
SFNF (20.14')R5
C73 L=11.26'� 0.51'
(11.25')R5 DBC NOT SFNF
RESET 10.01'
0
30.22' 30.16' 1
40 C6 L=14.421--�,
1
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON DRIVE, SUITE 100
BEND, OR 97702
LOT
66
LOT
67
5/8" IRON ROD W/YPC 6
PER (R5) DBC, RESET
AS SHOWN
LEGEND
O
SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."
•
5/8" X 30" IRON ROD W/YPC INSCRIBED
"AKS ENGR.", SET PER POST
MONUMENTATION NOTE (SEE SHEET 1)
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"WHPACIFIC"; PER (R2)
O
FOUND 5/8" IRON ROD W/OPC INSCRIBED
"HHPR"; PER (R3)
Q
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"HWA"; PER (R5)
W/OPC
WITH AN ORANGE PLASTIC CAP
W/YPC
WITH A YELLOW PLASTIC CAP
PUE
PUBLIC UTILITY EASEMENT
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
DBC
DESTROYED BY CONSTRUCTION
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6 30 23
1�
sti
6.60' 1.60' iD N88'53'31 "E 27.50' �5.58' j�
0
8.20'
N01'06'29"W 3.00' S0106'29"E 3.00' 9•Q
�S88*53'31 E 27.50
\ 3.00' RETAINING WALL
EASEMENT PER LOT 4
APPROXIMATE CENTERLINE SS \NST. NO. 2021-30376
OF ACCESS EASEMENT, ���;�h, RETAINING WALL AND ACCESS
WIDTH UNSPECIFIED
VOLUME 338, PAGE 269 4 F EASEMENT CENTERLINE
1'=20'
h'�
h�
I
I
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N12'59'35"E 9.44'
h�
N34'59'59"W 6.83'
42
1
1
1
\ S6
s�s'3F
1
1L.*----S2019'13"W 11.58'
1
,,\ /
,,�h 1
., PRESERVATION AND S20'19'13"W 11.59'
�PROTECTION EASEMENT AND 701
' 44
S69'45'28"E 8.19'
CONSERVATION EASEMENT ,
TRACT 2 PER INST. NO.
2020-18901 43
LOTS 425 435 AND 44
CONSERVATION
EASEMENT DETAIL
1'-10'