HomeMy WebLinkAboutSurvey 20674PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE, SUtiE 100
BEND, OR 97702
C7
L=15.15'
C6
L=61.66'
TREELINE, PHASES 2 AND 3
A REPEAT OF A PORTION OF COMMON 1 OF "ANDERSON RANCH P.U.D.",
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH,
RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SEPTEMBER 30, 2021
PZ-20-0270
oERS°R�P�� 3
LINE
TREE
4 PHA SE 1
L=111.24' `s�' F C10 L=23.07' $D'
S
loe
, / 0 , a.��\ ��� 35.00' PRIVATE UTILITY 31 i
�16 o<'I ��� �� EASEMENT PER INST. /
o RADIAL •�8p �` / I I NO. 2021-54375 32
o S14'58'03"W
'1100, � , � 33 �
N61'33'41 "E 47.42'
C9 L=37.60'-\
N74'32'24"E 41.10'-1
RADIAL J
N41'43'16"W y��. > >
TRACT L
00
O
Lo
Lo
W
r
0
z
S
ORIN
A RANCH))
P.U.D.
„WES TCA TE
PHASE 2"
45 5 I , ��� 29 34 5
ti / L= 6
32. 4
„ , >>� j �83 tij�� 30 " FELINE RADIAL TRACT i
S49'0159 E 60.01 �- �` o�P �i , %R ' . " 'E'
RADIAL S50'13'01"E �- ' �P�� P� ' PHASE I" N0831 06 E I
C11 L-5.17 �� TRACT O� \ S89'36'42"E
C12 L=25.37 �G� _ 36 35 _ , -
44 rj I H �P Gl C3 L=15.97 TRACT ;� w 51.82
SS . q9 , �F .,�
46 90 .2 I .�` / �� co o cy' I
1�63 �`�9 C2 RADIAL 38 Abe'' . ^• TRACT
y � RADIAL S51'15'15"E F � / �. G�' M
43
m ti�L y
47 .-
�,��
S42 26 48 39
A 4 L=74.57' 52
,\ 40 C4 65
�S55'22 56 E 70.00 L=47.22'
� 41
42
J RADIAL 48 K TRACT '' /
i S55'2256"E �/
� I
/
Q 35.00' PRIVATE UTILITY co
Q I I EASEMENT PER INST.
NO. 2021-54375
49
o TRACT
�44L
�aJ '*`O'�35.00' PRIVATE U11LITY
� EASEMENT PER INST.
50 �N / NO. 2021-54375
/ ( RADIAL
S82'37'02"E
/ I I er• .,
/ / S10'32'04�E 26.87' N
51 / / C16 L=39.28' � cd
rn
/ 7.41' ! Z
131.04' 35.00' 85.86'
N89'54'52"W 375.249 _ N89'54'52"W 259.31'
"wESTCA TE,
TRACT E
PHASE Yl
53
S73'59'13"E 82.39'
57
54
55
w
W
ro
Z V
Q
N89'54'52"W 428.419
59
64
63
62
61
W
TRACT'C' INITIAL POINT
3" DESCHUTES COUNTY BRASS CAP
LEGEND
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R2) OR (R3); HELD
UNLESS NOTED OTHERWISE
O
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"HWA"; PER (R1); HELD UNLESS NOTED
OTHERWISE
FOUND 5/8" IRON ROD W/OPC
INSCRIBED "BECON" PER (R4); HELD
UNLESS NOTED OTHERWISE
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
W/YPC
WITH A YELLOW PLASTIC CAP
W/OPC
WITH A ORANGE PLASTIC CAP
CS
DESCHUTES COUNTY SURVEY NUMBER
DESCHUTES COUMN SURVEYOR
v� �d�BY**LED �� • / `
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
1570.27'
15'45'28"
431.86'
N15'15'42"E 430.51'
C2
845.00'
5'34'47"
82.29'
N50'20'35"E 82.26'
C3
10.00'
91'31'48"
15.97'
S81'06'07"E 14.33'
C4
70.00'
38'39'00"
47.22'
S54'39'43"E 46.33'
C5
230.00'
8'07'48"
32.64'
S85'32'48"E 32.61'
C6
47.00'
75'09'59"
61.66'
N10'41'45"E 57.33'
C7
13.00'
66'47'15"
15.15'
N06'30'23"E 14.31'
C8
184.00'
34'38'23"
111.24'
N57'13'13"E 109.56'
C9
166.00'
12'58'43"
37.60'
N68'03'02"E 37.52'
C10
60.00'
22'01'32"
23.07'
S64'01'11 "E 22.92'
C11
120.00'
2*28'12"
5.17'
N41'01'05"E 5.17'
C12
1270.00'
1'08'41"
25.37'
N42'49'31"E 25.37'
C13
1145.00'
1 *39'15"
33.06'
S38'49'22"W 33.06'
C14
1035.00'
4'0741"
74.57'
S36'40'55"W 74.55'
C15
965.00'
24'05'00"
405.62'
S22'34'34"W 402.64'
C16
585.00'
3'50'51"
39.28'
S12'2729"W 39.28'
SCALE: 1 "=100 FEET
100 0 20 50 100
SHEET 2 OF 5
l7
REGISTERED
PROFESSIONAL
LAND SURVEYOR
4A, k--774f_.,�
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 23
CS Y 0 6 7 4
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE, SUITE 100
BEND, OR 97702
sSss7os-
2
<N1
7os
/O� s4s
RADIAL S14'58'03"W
Q'• �� �. c5 c56,
/%o
Gcb `-- ac 5
oo- i
C7 °
L=15.15'
(15.15 )R1,R2 Q
/ 00 �
co
_006
V
co
43,rr
Q
TRACT
123,651 SF 20 00,
2
Rso�
P
LEGEND
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R2) OR (R3); HELD
UNLESS NOTED OTHERWISE
❑
FOUND 5/8" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER (R3);
HELD UNLESS NOTED OTHERWISE
O
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"HWA"; PER (R1); HELD UNLESS NOTED
OTHERWISE
•
5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENT NOTE
(SEE SHEET 1)
■
5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR.", SET PER POST
MONUMENT NOTE (SEE SHEET 1)
W/YPC
WITH A YELLOW PLASTIC CAP
CS
DESCHUTES COUNTY SURVEY NUMBER
PSDE
PRIVATE STORM DRAINAGE EASEMENT
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
1`7 w
of-00
N" O
�a06
o 'Coo Lo
110
to
^�
� N �
0 o Cl
o v O
z Z
M
00
M
J
U")
U
TRACT V
18,737 SF
5.2214 W 52 33
S� C84-
.., L=7.52'
L=4.97'
45
20,148 SF
TREELINE, PHASES 2 AND 3
A REPEAT OF A PORTION OF COMMON 1 OF "ANDERSON RANCH
� o0
moo•
S89'54'52"E 161.09'
46
17,859 SF
P.U.D.", LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SEPTEMBER 30, 2021
PZ-20-0270
Ssssso
O•
OO, 2SF
776
ss F1y 0s��s
`�002 c,�9 608,
Sry �
77608' 20071
\
lf1
(DI
_00
V7
J
M
PUE
S89'54'52"E 169.55'
47
19,599 SF
0
REFERENCES
(R1) RECORD INFORMATION PER PLAT OF "ANDERSON RANCH
P.U.D." (CS 14827), BY PETER A. MANLEY, FILED 02/07/2002
(R2) RECORD INFORMATION PER CS 20012, BY JACOB D. POWELL,
FILED 09/26/2019
(R3) RECORD INFORMATION PER PLAT OF "TREELINE, PHASE 1" (CS
20630), BY JACOB D. POWELL, FILED 10/11 /2021
I!
SCALE: 1 "= 40 FEET
11,111,
007, / S �sQ6. 5
40 0 8 20 40
E '
� F
,
i
l�'500,
� i I
35.00' PRIVATE UTILITY
EASEMENT PER INST.
I 14 95� SF � N0. 2021-54375 ( I
o
M
N oi
� U ii� oo TRACT ,H, cD
o� s90 I o I
r76F Z
>>6- 7�09I
9
\ ,moo•
PUE22.25
I
�!L oho 35.76' -j
S� \ C85 L=30.79' /
• �' 12 43 SF
c� \ /
�� C28 L=9.24
c \ s do G (sss. /
2
l\\ J boo �008 00, c� ss �01. 0?SoF I
�
00 o O
73 FN ,5
�,•
SFC
s 60 90�' ,' C11 L=5.17' (5.17')R3
�c?�00'? s�g� C12 L=25.37 (25.37 )R3
S89054'52"E 240.11' `3� TON
48 QJ
A BQS, ♦ ��
4.00' L=4.0 '
CONTINUED ON SHEET 4 �/L=4.00'
/1 l Zo2.1
REGISTERED
PROFESSIONAL
LAND SURVEYOR
DESCHUTES COUNTYU W YO
OREGON
BY: r'�j '. ~
10
JANUARY 12, 2016
UNA
MICH895
8PLs
RENEWS: 6 30 23
SHEET 3 OF 5
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C6
(R1)
(R2)
47.00'
75'09'59"
61.66'
N10'41'45"E 57.33'
47.00'
75*10'35"
61.67'
N10'42'08"E 57.34'
47.00'
75'09'59"
61.66'
N10'41'45"E 57.33'
C7
(R1)
(R2)
13.00'
66*47'15"
15.15'
N06'30'23"E 14.31'
13.00'
66-47'14"
15.15'
N06'30'27"E 14.31'
13.00'
66*47'15"
15.15'
N06'30'23"E 14.31'
C8
(R1)
(R2)
184.00'
34'38'24"
111.24'
N57'13'13"E 109.56'
184.00'
34'38'20"
111.24'
N57'13'14"E 109.55'
184.00'
34'38'23"
111.24'
N57*13'13"E 109.56'
C9
(R1)
(R2)
166.00'
12'58'43"
37.60'
N68'03'02"E 37.52'
166.00'
12'58'43"
37.60'
N68'03'03"E 37.52'
166.00'
12'5843"
37.60'
N68'03'02"E 37.52'
C10
(R3)
60.00'
22'01'32"
23.07'
S64'01'11 "E 22.92'
60.00'
22'01'32"
23.07'
S64'01'11 "E 22.92'
C11
(R3)
120.00'
2*28'12"
5.17'
N41'01'05"E 5.17'
120.00'
2'28'12"
5.17'
N41'01'05"E 5.17'
C12
(R3)
1270.00'
1'08'41"
25.37'
N42'49'31"E 25.37'
1270.00'
1'08'41"
25.37'
N42'49'31"E 25.37'
C13
(R3)
1145.00'
1'39'15"
33.06'
S38'49'22"W 33.06'
1145.00'
1'39'15"
33.06'
S38'4922"W 33.06'
C14
(R3)
1035.00'
4'07'41"
74.57'
S36'40'55"W 74.55'
ri035.00'
4'07'41"
74.57'
S36'40'55"W 74.55'
C20
150.00'
99'02'52"
259.31'
S09'30'15"E 228.20'
C21
1000,00'
3'38'45"
63.63'
S32'47'41 "W 63.62'
C26
120.00'
96'52'17"
202.89'
S06'10'57"E 179.57'
C27
120.00'
94'24'06"
197.71'
S07'25'04"E 176.10'
C28
120.00'
4'24'35"
9.24'
S56049'23"E 9.23'
C29
1035.00'
6'06'47"
110.43'
S35'41'22"W 110.37'
C30
1035.00'
1'59'06"
35.86'
S33'37'31 "W 35.85'
C36
180.00'
32*15'00"
101.32'
S42'54'11 "E 99.98'
C37
180.00'
36'01'36"
113.18'
S08'4553"E 111.33'
C38
180.00'
24'3335"
77.16'
S21'31'42"W 76.57'
C39
180.00'
6*22'10"
20.01'
S36'59'35"W 20.00'
C40
40.00'
99'35'39"
69.53'
S77'11'46"W 61.10'
C41
340.00'
22'28'38"
133.38'
S16'09'37"W 132.53'
C42
340.00'
18'40'37"
110.83'
SO4'25'01 "E 110.34'
C43
340.00'
18'23'26"
109.13'
S22'57'02"E 108.66'
C54
360.00'
61'10'38"
384.39'
S03'11'23"E 366.39'
C55
60.00'
77'34'07"
81.23'
S66'11'00"W 75.17'
C56
60.00'
99'35'39"
104.29'
S77'11'46"W 91.65'
C57
1145.00'
7'09'32"
143.06'
S36'04'14"W 142.97'
C58
1145.00'
5*30'17"
110.01'
N35'14'37"E 109.96'
C83
40.00'
7'06'59"
4.97'
S30'57'26"W 4.96'
C84
40.00'
10*46'02"
7.52'
N58'23'26"W 7.51'
C85
1035.00'
1-42'17"
30.79'
N37'53'37"E 30.79'
AKS ENGINEERING &FORESTRY, LLC
12965 SW HERMAN RD, STE 100
TUALAi1N, OR 97062
503.563.6151
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
Fj:n
DETAIL A o ,
1" = 20' PUE /
50 l i
21.40, - 10.00,
L
L 10.00.,
51 0 f�
0
4
r\ 0- 47
\��=C44 L=9.69' S89'54'52"E 240.11'
48
23,823 SF
v
N
TRACT 'K' I
.- co
c�i ^ O
oil
123,651 SF
', o a0
oanou
00 ,n
Lo W
,", W
u.j
�co
4- cV
U n
" Z
20 00,
nl
W
h
U '4
N 00
�o
•r
Qd
TRACT V
U cd
-J
18,737 SF
SCALE: 1 "= 40 FEET
�m - W!%ii
40 0 8 20 40
TREELINE, PHASES 2 AND 3
A REPLAT OF A PORTION OF COMMON 1 OF "ANDERSON RANCH
P.U.D. ", LOCATED IN THE SOUTHEAST 1/4 OF SECTION 26,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SEPTEMBER 30, 2021 / ,
P Z- 20- 0270 /
43 / ,o
008, / Sss. • ooJ s6F
CONTINUED ON SHEET 3
'oo'
^< I oo,
2 I
PUE •�33\ ic/ sue\
�F�� 4.00
4.86' o
o ) 408�8� ♦ _ I
0 00; 2
S89'54'52"E 207.29'
Q / /
PUE
zl
h�
o^ V cV 35.00' PRIVATE UTILITY
49 / EASEMENT PER INST.
19,237 SF
�� 1�Q s NO. 2021-54375
`�
/ i I
P I
/ N / 35.00' PRIVATE UTILITY
S89'54'52"E 186.01' c� / EASEMENT PER INST. I
N0. 2021 54375 I
50
cO 19,354 SF
`D C81 L= 32.91'
Q; i o(S89*54'52"E
PRIVATE DRIVEWAY AND
- o ClPUBLIC TURNAROUND
�► -00 ACCESS EASEMENT
21.88
Lo
r- J
166.51'
45.00' S00'05'08"W 20.00'
�29.27'
C82 L=27.78'
3 C50 L=33.73'
d-
N N79'29'06"W 1.97'
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE, SUITE 100
BEND, OR 97702
REFERENCES
SHEET 4 OF 5
(R3) RECORD INFORMATION PER PLAT OF "TREELINE, PHASE 1" (CS
20630), BY JACOB D. POWELL, FILED 10/11 /2021
(R4) RECORD INFORMATION PER CS 20400, BY JACOB D. POWELL,
FILED 12/18/2020.
(R5) RECORD INFORMATION PER PLAT OF "WESTGATE, PHASE 3"
(CS 20176), BY ERIK J. HUFFMAN, FILED 2/19/20
I
�
I
�
w I
\
MCI
r �
o
. U) I
I
I
C86
i L= 43.24'
3 /
^�
N78*51'25°W 7.84'
C87 L=14.55'
4i /
S0016'32" E 13.91'
/ I
C88 L=42.05
r
DETAIL B
1„ _ 44T
LEGEND
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R2) OR (R3); HELD
UNLESS NOTED OTHERWISE
TRACT
❑
FOUND 5/8" IRON ROD WITH AN ALUMINUM
35 00
/ G
CAP INSCRIBED AKS ENGR. , PER (R3);
35.00,
HELD UNLESS NOTED OTHERWISE
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"HWA"; PER (131); HELD UNLESS NOTED
OTHERWISE
FOUND 5/8" IRON ROD W/OPC
SEE DETAIL A
/
INSCRIBED "BECON" PER (135); HELD
THIS SHEET
/
/
UNLESS NOTED OTHERWISE
•
5/8" IRON ROD W/YPC INSCRIBED "AKS
i /
ENGR.", SET PER POST MONUMENT NOTE
(SEE SHEET 1)
U
� rn /
■
5/8" IRON ROD WITH AN ALUMINUM CAP
-%
/ rn /
INSCRIBED "AKS ENGR.", SET PER POST
I
MONUMENT NOTE (SEE SHEET 1)
_^
3
W/YPC
WITH A YELLOW PLASTIC CAP
coo
/ /
W/OPC
WITH A ORANGE PLASTIC CAP
^
<v
,�
N /
CS
DESCHUTES COUNTY SURVEY NUMBER
`o 51 PUE �� _o N �� / PSDE PRIVATE STORM DRAINAGE EASEMENT
rn
18,120 SF Lu `� / S1 0*32'04"W 26.87' INST. NO. INSTRUMENT NUMBER PER DESCHUTES
S79 29 06 E 20.00 3 o r COUNTY OFFICIAL RECORDS
N07'05'29"E 55.81'
o coC, rr
1 ;cl �p C �
0' 00' PSDE --•, - - - - - - - - - - - - -
4.71 - �
140.42' / 162.27'
N89'54'52"W 302.69'(N89'5452"W 302.69')R4
N89'54'52"W 375.24'
S�GP 2' TRACT 'E' (N89'54'52"W 375.24)R3 DBC RESET WITH
5/8 IRON ROD
P�P W/YPC INSCRIBED
"AKS ENGR."
c / / (S10'32'04"W 26.87')R3 DBC DESTROYED BY CONSTRUCTION
N
REGISTERED
C' / V N PROFESSIONAL JOB NAME:
5.19' / 11 of LAND SURVEYOR
36.36' 1-,/.,30.50',. ."? JOB NUMBER:
OP�E'
TRACT 'C'
P
DRAWN BY:
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA CHECKED BY:
89558PLS
RENEWS: 6 30 23 DRAWING NO.:
no -Es -CHUTES COMM SURVEYOR
FILE
DJ
'70� BY:
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C15
(R3)
965.00'
24'05'00"
405.62'
S22'34'34"W 402.64'
965.00'
24'05'00"
405.62'
S22'34'34"W 402.64'
C16
(R3)
585.00'
3'50'51"
39.28'
S1227'29"W 39.28'
585.00'
3'50'51"
39.28'
S12'27'29"W 39.28'
C21
1000.00'
3'38'45"
63.63'
S32'47'41 "W 63.62'
C22
1000.00'
20026'15"
356.70'
S20'45'11 "W 354.81'
C23
1000.00'
24'05'00"
420.33'
S22'34'34"W 417.25'
C24
j 550.00'
4'46'43"
45.87'
S12'55'25"W 45.86'
C30
1035.00'
1'59'06"
35.85'
S33'37'31 "W 35.85'
C31
515.00'
5'50'32"
52.51'
S1327'20"W 52.49'
C32
1035.00'
1 *50'10"
33.17'
S11'27'09"W 33.16'
C33
1035.00'
6*19'15"
114.18'
N15'31'51 "E 114.12'
C34
1035.00'
5'57'21"
107.59'
N21'40'09"E 107.54'
C35
1035.00'
4'39'49"
84.25'
N26'58'44"E 84.22'
C44
340.00'
1'37'57"
9.69'
S32'57'44"E 9.69'
C45
185.00'
30'23'29"
98.13'
S18'3457"E 96.98'
C46
185.00'
23"0'41"
74.84'
S08'12'07"W 74.33'
C47
240.00'
6'34'40"
27.55'
S16'30'08"W 27.54'
C48
240.00'
11'40'15"
48.89'
S07'22'41 "W 48.80'
C49
610.00'
5*48'16"
61.80'
SO4'26'41"W 61.77'
C50
610.00'
3*10'05"
33.73'
N08'55'51 "W 33.72'
C51
590.00'
8'58'21"
92.39'
S06'01'44"W 92.30'
C52
260.00'
18*14'55"
82.81'
S10'40'00"W 82.46'
C53
165.00'
53'34'10"
154.27'
S06'59'37"E 148.71'
C54
360.00'
6110'38"
384.39'
S03'11'23"E 366.39'
C80
610.00'
2'5823"
31.65'
N05'50'27"E 31.65'
C81
20.00'
9416'07"
32.91'
S42'46'48"E 29.32'
C82
20.00'
80*13'52"
28.01'
S49'58'12"W 25.77'
C86
965.00'
3'08'53"
53.02'
N33'02'37"E 53.01'
C87
965.00'
0'51'50"
14.55'
N31'37'07"E 14.55'
C88
965.00'
2'29'47"
42.05'
N29'56'18"E 42.04'
C89
965.00'
5'53'57"
99.35'
S13'29'03"W 99.31'
TREELINE AKS ENGINEERING &FORESTRY, LLC
12965 SW HERMAN RD, STE 100
7084 TUALATIN, OR 97062
503.563.6151
JC MK WWWAKS-ENG.COM
MK CC ENGINEERING •SURVEYING •NATURAL RESOURCES
7084 PH2 PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 10.16 7 4
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE, SURE 100
BEND, OR 97702
N
SCALE: 1 "= 40 FEET
40 0 8 20 40
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SE CORNER SEC. 26
3" DESCHUTES COUNTY BRASS CAP
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211.51'
170.22'
\
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(N89'54'52"W 428.41')R3
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25.00'
SHEET 5 OF 5
TREELINE,
PHASES 2 AND 3
A REPEAT OF A PORTION OF COMMON 1 OF
"ANDERSON RANCH P.U.D.", LOCATED IN THE
SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17
SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SEPTEMBER 30, 2021
PZ-20-0270
DETAIL C
1"=20'
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LEGEND
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R2) OR (R3); HELD
UNLESS NOTED OTHERWISE
❑ FOUND 5/8" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER (R3);
HELD UNLESS NOTED OTHERWISE
• 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENT NOTE
(SEE SHEET 1)
■ 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR.", SET PER POST
MONUMENT NOTE (SEE SHEET 1)
W/YPC WITH A YELLOW PLASTIC CAP
CS DESCHUTES COUNTY SURVEY NUMBER
PSE PRIVATE STORM DRAINAGE EASEMENT
REFERENCES
(R3) RECORD INFORMATION PER PLAT OF "TREELINE, PHASE 1" (CS
20630), BY JACOB D. POWELL, FILED 10/11 /2021
(R4) RECORD INFORMATION PER CS 20400, BY JACOB D. POWELL,
FILED 12/18/2020.
(R5) RECORD INFORMATION PER PLAT OF "WESTGATE, PHASE 3"
(CS 20176), BY ERIK J. HUFFMAN, FILED 2/19/20
k -1Z 81�: Colvu) I
REGISTERED
PROFESSIONAL
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
(R3)
1570.27'
15'4528"
431.86'
N1515421 430.51'
1570.27
15'45'28"
431.86'
N15'15'42"E 430.51'
C2
(R3)
845.00'
5'34'47"
82.29'
N50'20'35"E 82.26'
845.00'
5'34'47"
82.29'
N50'20'35"E 82.26'
C3
(R3)
10.00'
91'31'48"
15.97'
S81'06'07"E 14.33'
10.00'
91'31'48"
15.97'
S81'06'07"E 14.33'
C4
(R3)
70.00'
38'39'00"
47.22'
S54'39'43"E 46.33'
70.00'
38'39'00"
47.22'
S54'39'43"E 46.33'
C5
(R3)
230.00'
8'07'48"
32.64'
S85'32'48"E 32.61'
230.00'
8'07'48"
32.64'
S85'3248"E 32.61'
C25
200.00'
15'3729"
54.54'
N08'12'02"E 54.37'
C60
170.00'
7*48'16"
23.16'
N12'06'39"E 23.14'
C61
170.00'
7*49'13"
23.20'
N04'17'54"E 23.19'
C62
54.00'
5614'59"
53.01'
N27'44'16'W 50.91'
C63
54.00'
45'00'05"
42.41'
N22'53'16"E 41.33'
C64
54.00'
45'00'00"
42.41'
N67'53'18"E 41.33'
C65
54.00'
50*48'19"
47.88'
S64'12'32"E 46.33'
C66
54.00'
49'51'59"
47.00'
S13'5223"E 45.53'
C67
54.00'
45'34'45"
42.96'
S33'50'59"W 41.83'
C68
230.00'
816'52"
33.24'
N04'31'44"E 33.21'
C69
230.00'
7'20'37"
29.48'
N12'20'28"E 29.46'
C70
845.00'
1'20'38"
19.82'
N52'27'39"E 19.82'
C71
845.00'
2'42'57"
40.05'
N50'25'51 "E 40.05'
C72
845.00'
1*31'12"
22.42'
N48*18'48"E 22.42'
C73
1570.27'
0'40'25"
18.46'
N22'48'14"E 18.46'
C74
1570.27'
3'47'11"
103.77'
N20'34'26"E 103.75'
C75
1570.27'
2'44'46"
75.26'
N17'18'28"E 75.25'
C76
1570.27'
2'42'36"
74.27'
N14'34'47"E 74.27'
C77
1570.27'
2'40'52"
73.48'
N11'53'03"E 73.47'
C78
1570.27'
3'09'38"
86.62'
N08'57'47"E 86.61'
LAND SURVEYOR JOB NAME: TREELINE AKS ENGINEERING & FORESTRY, LLC
12965 SW HERMAN RD, STE 100
�� Z ?�,,,� JOB NUMBER: 7084 TUALATIN, OR 97062
503.563.6151
OREGON DRAWN BY: JC MK WWW.AKS-ENG.COM
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS CHECKED BY: MK/CC ENGINEERING • SURVEYING • NATURAL RESOURCES
RENEWS: 6 30 23
DRAWING NO.: 7084 PH2 PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE