HomeMy WebLinkAboutSurvey 20876SHEET 2 OF 11
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT PAHLISCH HOMES AT EASTON LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP, IS THE OWNER OF THE LAND SHOWN ON THIS PLAT AND AS PARTICULARLY EASTO N , PHASE 1
DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, TRACTS, ROADS AND EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE WITH THE
PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92; LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 15,
AND DOES HEREBY AMBASSADOR DRIVE, SECATE TO THE DENVER DRIVE,UBLIC FOREVER, FOR ROAD SE BARSTOW PLACE, SE EPIC PLACE, AND THE PUBLICD UTILITY PURPOSES, ESTREET RIGHTS -OF -WAY ALLEYS, AS SHOWN HEREON; TOWNSHIP
SE 15TH STREET, SE CALDERA DRIVE, SE SYDNEY HARBOR COURT, SE DELTA DRIVE, SE TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN AND NOTED HEREIN, AS EASEMENT AREAS FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
AND THEIR ABOVE GROUND APPURTENANCES. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC MAY 9, 2022
U11UTY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN PROVIDING U11UTY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH
FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE PLLD20200979
ALL OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY
OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER THE PUBLIC PEDESTRIAN ACCESS EASEMENTS (PAE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE WATERLINE EASEMENT (WE), AS SHOWN HEREIN;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE SANITARY SEWER EASEMENTS (SSE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE STORM DRAINAGE EASEMENTS (SDE), AS SHOWN HEREON;
AND DOES HEREBY GRANT THE PRIVATE STORM DRAINAGE EASEMENT (PSDE) TO BENEFIT THE ADJOINING LOTS, AS SHOWN HEREON
AND DOES HEREBY GRANT THE PRIVATE STORM DRAINAGE EASEMENT (PSDE) TO BENEFIT LOTS 1-11, AND TRACT 'D', AS SHOWN HEREON;
AND DOES HEREBY GRANT THE PRIVATE ACCESS EASEMENT (PRAE) TO BENEFIT LOTS 8-11, AS SHOWN HEREON;
AND DOES HEREBY GRANT THE PRIVATE ACCESS EASEMENT (PRAE) TO BENEFIT LOTS 40-43, AS SHOWN HEREON;
AND DOES HEREBY GRANT THE PRIVATE STORM DRAINAGE EASEMENT (PSDE) TO BENEFIT LOTS 40-43, LOTS 83-88, AND TRACT 'B', AS SHOWN HEREON;
AND DOES HEREBY GRANT THE PRIVATE WATERLINE EASEMENT (PRWE) TO BENEFIT LOT 42 AS SHOWN HEREON;
AND DOES HEREBY GRANT PRIVATE UTILITY EASEMENT OVER THE ENTIRETY OF TRACT 'B' AND TRACT V TO BENEFIT THE ADJOINING LOTS, AS NOTED HEREON;
AND DOES HEREBY GRANT THE TEMPORARY VARIABLE WIDTH PUBLIC TURNAROUND ACCESS EASEMENT (TTAE) EXTENDING SOUTH OF SE EPIC PLACE AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A
SUBSEQUENT SOUTHERLY DEDICATION OF SE EPIC PLACE;
AND DOES HEREBY GRANT THE TEMPORARY 12.00' WIDE UTILITY EASEMENT (TUE) TO BENEFIT THE CITY OF BEND, EXTENDING EAST OF SE DELTA DRIVE AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A
SUBSEQUENT EASTERLY DEDICATION OF SE DELTA DRIVE OVER SAID EASEMENT;
AND DOES HEREBY GRANT THE TEMPORARY VARIABLE WIDTH UTILITY EASEMENT (TUE) TO BENEFIT THE CITY OF BEND, EXTENDING EAST OF SE CALDERA DRIVE AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A
SUBSEQUENT EASTERLY DEDICATION OF SE CALDERA DRIVE OVER SAID EASEMENT;
AND DOES HEREBY GRANT THE TEMPORARY 4.00' WIDE U11UTY EASEMENT (TUE) TO BENEFIT THE CITY OF BEND, EXTENDING EAST OF THE ALLEY AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT
EASTERLY DEDICATION OF ALLEY D OVER SAID EASEMENT;
AND DOES HEREBY GRANT THE TEMPORARY VARIABLE WIDTH UTIUTY EASEMENT (TUE) TO BENEFIT THE CITY OF BEND, EXTENDING EAST OF ALLEY AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT
EASTERLY DEDICATION OF ALLEY A OVER SAID EASEMENT;
AND DOES HEREBY GRANT THE TEMPORARY VARIABLE WIDTH UTILITY EASEMENT (TUE) TO BENEFIT THE CITY OF BEND, EXTENDING EAST OF SE DENVER DRIVE AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A
SUBSEQUENT EASTERLY DEDICATION OF SE DENVER DRIVE OVER SAID EASEMENT;
AND DOES HEREBY GRANT THE TEMPORARY 12.00' WIDE UTILITY EASEMENT (TUE) TO BENEFIT THE CITY OF BEND, EXTENDING SOUTH OF SE EPIC PLACE AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A
SUBSEQUENT SOUTHERLY DEDICATION OF SE EPIC PLACE OVER SAID EASEMENT;
AND DOES HEREBY GRANT THE TEMPORARY 6.00' WIDE UTILITY EASEMENT (TUE) TO BENEFIT THE CITY OF BEND, EXTENDING SOUTH OF SE BARSTOW PLACE AS SHOWN HEREON. THIS EASEMENT WILL EXTINGUISH UPON A
SUBSEQUENT SOUTHERLY DEDICATION OF SE BARSTOW PLACE OVER SAID EASEMENT;
AND DOES HEREBY GRANT TO THE LOTS OR TRACTS AS NOTED THE RETAINING WALL EASEMENTS, AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "EASTON, PHASE 1", HENCEFORTH TO BE SO KNOWN.
PAHLISCH HOMES AT EASTON LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP
BY: PAHLISCH HOMES, INC.
ITS GE IO RAL PARTNER % �j ,
BY: 1� I O �G ozz
JERRY JONES, JR., SENIOR DIRECTOR OF LAND DEVELOPMENT DATE
ACKNOWLEDGMENT
STATE OF OREGON )
SS
COUNTY OF DESCHUTES )
ON THIS I SI(4* DAY OF 2022, BEFORE ME PERSONALLY APPEARED JERRY JONES, JR., SENIOR
DIRECTOR OF LAND DEVELOPMENT OF PAH SCH HOMES, INC., THE GENERAL PARTNER OF PAHUSCH HOMES AT EASTON
LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT
AND DEED OF PAHLISCH HOMES AT EASTON LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP.
NOTARY SIGNATIfE
PRINTED NAME:AShfUn
.U11L1:�Ilp:IIGZ�T:7ZeIl�'.
COMMISSION NO. It) I suo;?-
MY COMMISSION EXPIRES j u-kQ �I I O w5
MM ! I i I CAr
L'o111
APPROVALS
THE PLAT OF "EASTON, PHASE 1", HAS BEEN APPROVED BY
DESCHUTES COUNTY COMMISSIONER:
DATE
DESCHUTES COUNTY SURVEYOR:
CITY OF BEND PLANNING DIRECTOR:
DATE
CITY OF BEND ENGINEER:
7 ZO
DA
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO
THE PUBLIC.
CONSENT AFFIDAVIT
A SUBDIVISION PLAT CONSENT AFFIDAVIT BY WASHINGTON FEDERAL BANK, N.A., A TRUST DEED BENEFICIARY
P R INS UMENT NUMBER 2021-55530, DESCHUTES COUNTY OFFICIAL RECORDS, HAS BEEN RECORDED ON
2022 AS INSTRUMENT NUMBER 2022- 24127.1=-291XDESCHUTES COUNTY
OFFICIAL RECORDS.
ASSESSOR'S CERTIFICATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED
BY ORS 92.095 TO BE PLACED ON THE 2022-2023 TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A LIEN
DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR: CAI 2� ZOZ%i
�1v DATE
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: WdllnG I'dw W by AJ7—�I262.
DATE
7/1S�ZZ
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CA'SON
9457OPLS
RENEWS:12 31 23
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
T
N
co
v
oa
CS 20876-
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE 1100
BEND, OR 977021
I50' I 50'
INITIAL POINT
DBC RESET WITH M
N01051'50"E 77.55'*
I
FOUND 5/8" IR; PER R4
DCB RESET WITH X
N89"50'55"E 10.01'*
DBC RESET WITH X
I 50 140 r
1
~
CU
a
I
w
I
6
IZ
i
I
—FOUND 5/8" IR W/YPC,
INSCRIBED "DEVTECH";
PER R5; DNR; RADIAL
S87'59'34"E
C4 L=32.20
5/8' IR IN 8" PVC TUBE,
NO CAP; HELD; PER R1;
DNR; RADIAL S8955'00"E
I
W
�I
yl
<
04
tki
I co
Q
0
� z
i
50' 140'
i
i
0I co
8 11
9 10
41 1 40
42 1 43
I
0
7
OEM
Q
4
Q
W
"BRIDGES AT SHADOW GLEN, PHASES 49 5 AND 6"
M I M I co I �"� I M I M I M I M I M I I`
BASIS OF BEARINGS
12 113 114 1 15 1161 17 118 119 1 20
SE DELTA DRIVE
TRACT 'A'
SE CALDERA DRIVE
36 1351 34 133132 131130129 128127 1261 25
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5/8" IR W/YPC, INSCRIBED
"R.P.S. NO. 920"; HELD; PER R1
SE DENVER DRIVE
82 75
o
81 >' 76 74 ^ ^^
'u
80 Q 77
79
78 SE BARSTOW
PLACE
TRACT 'C'
S89054'42"W 1278.46'*
r- r-
21
22
23
LEY
24
59
04
rn
w
0
o�
0
Cl
fN
RADIAL
NO2'08'11"W
PARCEL 1
INSTR. NO.
2021-58433
N76823'20"E 48.34'*
RADIAL
N7736'290E
SW 1/16 CORNER
5/8" IR, NO CAP;
HELD; PER R2
INSTR. No. 91-09140 DESCHUM COUNT: SURVEYOR
F 03 20 zZ BY' co
L=146.78'*
S3017'05"E
33.21'*
� O
2
`r RADIAL
S77'06'39"W
SHEET 3 OF 11
EASTON, PHASE 1
LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON
MAY 99 2022
PLLD20200979
REFERENCES
( )R1 RECORD INFORMATION PER CS 3870 BY RICHARD L BRYANT, FILED 9/28/1990
( )R2 RECORD INFORMATION PER CS 3964 MAJOR PARTITION MJP-78-10 BY E.
GRAVES, FILED 2/1/1978
( )R3 RECORD INFORMATION PER CS 19359 BY SCOTT C. BOLDUC, FILED 5/26/2017
( )R4 RECORD INFORMATION PER CS 19489 PLAT OF "BRIDGES AT SHADOW GLEN
PHASES 4B, 5 AND 6" BY JOHN McCOY, FILED 10/23/2017
( )R5 RECORD INFORMATION PER CS 19507 BY JOHN MCCOY, FILED 11/28/2017
( )R6 RECORD INFORMATION PER CS 20641 BY MICHAEL S. KALINA, FILED ON
10/20/2021
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."
❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED
'AKS ENGR.'; PER (R6); HELD UNLESS N
NOTED OTHERWISE
O FOUND 5/8" IRON ROD W/YPC INSCRIBED
"DEVTECH"; PER (R3); HELD UNLESS
NOTED OTHERWISE
A FOUND 5/8' IRON ROD W/YPC INSCRIBED
"DEVTECH"; PER (R4); HELD UNLESS
NOTED OTHERWISE
Qo DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE SCALE: 1 "=100 FEET
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
IR IRON ROD 100 0 20 50 100
W/YPC WITH A YELLOW PLASTIC CAP
ROW RIGHT—OF—WAY
SF SQUARE FEET
DNR DESTROYED DURING CONSTRUCTION, NOT RESET
DBC DESTROYED DURING CONSTRUCTION
* MEASURED AND RECORD DATA PER R6
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1140.00'
11'28'29"
228.31'
N82'07'34"E 227.93'
C2
470.00'
17'53'34"
146.78'
S21'20'18"E 146.18'
C3
530.00'
17'23'44"
160.91'
S21'35'13"E 160.30'
C4
960.00'
1'55'26"
32.24'
N01'02'43"E 32.23'
-2
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS.12/31/23
S89,56'30"W JOB NAME: EASTON PH 1 AKS ENGINEERING do FORESTAn
INSTR. NO. 2777 NW LOLO DR, STE 150
7.11'* 2008-32160 JOB NUMBER: 7326 BEND, OR 97703
541.317.8429
DRAWN BY: JC MK ELN WWW.AKS-ENG.COM
CHECKED BY: MK JC BW ENGINEERING • SURVEYING • NATURAL RESOURCES
DRAWING NO.: 7326 PH1 PLAT FORESTRY• PLANNING• LANDSCAPE ARCHITECTURE
CS20876_.
PREPARED FOR
PAHUSCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
I
I
I
50' i 50'
DBC RESET WITH x-
I
I
DEC RESET WITH X�
N89"50'55"E 10.01'*--\
DBC RESET WITH
10.00'
I PUE
I
TRACT 'D'IS SUBJECT TO A
PRIVATE U11UTY EASEMENT
OVER ITS ENTIRETY TO
BENEFIT THE ADJOINING LOTS
101.00' ROW DEDICATION
I
�40.00'
w
_C,
�I
0
z
I
~-50.00'
LLI
LLJ
Ir I- '
N I
F I
Lo ILu
N
50'
SCALE: 1 "= 40 FEET
40 0 8 20 40
I 10.00'
PUE
I
I
I
r
�40.1
I
T,
'$RIDGES AT SHADOW GLEN, PHASES 48,, 5 AND 6
1 384
a 387 386 I 385 m a I 5/8" IR W/ALC, BENT; I 383
HELD; PER R4 DBC N89-50955"E
�0'R4 �w w= �I RESET WITH )K
(44.10')R4 `NO CAP, BENT o_I a 5.00' I(25.00')R4 (25.00')R4 5.00'
.91, 44.09' i 83.86' 1 1 � 1 25.00' 25.00' 1 /- _
N - DTL-11 149.86' 9.72'
LO
j -o N89'50'S5"E 120.19'
--
I
�or¢P 5.00'�I
c`J r I
r��r 1
w3 z r a 4,723 SF
PUE rna
9.83'
m OJ R5
I-N88'08'10"W
U M
11.00- - - - -
- - =
- -
- - - - -
C I
N8959'21"E 119.89'
Z I
v I 2
co m
�to
n I~ 4,033 SF
" i'
PSDE
------- - L=0.61'
-(- - - N89'59'21 "E 116.95' -
N
I
M I 3,919 SF
U M
-I-- ---I
-1
3.50 N89'59'21 "E 113.96' - - -
RWE TO BENEFIT
o
o LOTS 1-8 AND 4
M
M I TRACT 'D' 3,855 SF I
J
-------DTL_10��
-
I N89'59'21"E 113.18' C404
U
N
o I 5 L=12.41'
I a�
�' I-----3,862 SF-
F ----
m
N
aoo---N89'59'21"E
114.14'---
m
N
6 0
o
30'
n I ow
? I 3,900 SF
un
W-
- - - - - - - - -
-
OIE4
z
I ---
N89'59'21"E 115.2T-_
-
I
I
PSDE 3,937 SF D m
14.31'
- - - N89'59'21 "E 116.35' - -
I
_ _
5.81' 61.35'-
-55.00' -�
/ I
8.50' I
I
j
t
DTL-11 o
I
I
I
c!
o rn
I
m
I II
m 8 o
I 11
00
o I o^
5,975 SF p
I 5,225 SF
°D
10.00' o
I 5.00'---1
PSDE zl
I PUE
I
_
10.15•-
I 1.
S89'59'21"W 119.44'
I j
64.44'-
55_00'-
1
- -
- -
-�
382
NO CAP, BENT
30.11'
- _59.89' - -I I _43.00'-
43.00'-
��
C410'P�9.72' 1 1} o I I I
S00'09'05'E I I N z I I I
L=0.28' 9.72'
0 1 0 1 O
30' 130' 00
1
' 12 I 13 I 14
Iv d^ 6,861 SF I 4,730 SF I 4,730 SF
U o1 01 0
z I z f 2.50' PSDE
%
= I I 2.50� I (TYPICAL)
C411 L=18.05' I I I I I
I -
-68.04'- --43.00,
^I� --43.00'-
J SE DELTA DRIVE PUBLIC
ci M
N89'50'55"E 603.57'
512.45'
I �
1 U N M
I �
453.27'
-1.87' _ - - _ �_ _ N82'57'09"W - - - - C125
61.34' L=131.55
N o
yk0
I
S90*00'0/"W
-
24.00'
L=18.37'
512.45'
I �
1 U N M
I �
453.27'
-1.87' _ - - _ �_ _ N82'57'09"W - - - - C125
61.34' L=131.55
N o
yk0
I
S90*00'0/"W
-
24.00'
L=18.37'
cyo9>
N82'02'27"E
�15.64'
1
SDE
r�.,i-•-S07'57'33"E
35.00'
1 '1�1'-S82'02'27"W
0
I �o-q
N88'08'10"W
- -
-
-
ry4� �^ 14.25
10.00'
I
I DTL-11
�r c rah
k
o
N I 7
I
N88O8'10"W
C Nth �a'N2610'22"W
20.82'
20.00' 9
6,191
0
SF o
l 10
I 5,383 SF
0 1 92zs'
o I
Imo_
Z
I
I 0 S26'10'22"E' \ i ��-N63'49'38"E
o I 21.09' SDE 33.00'
If 2.50' PSDE
I z D1L-11 N14'49'10"W 60.82'
bo
�3 A3ey
2.50'---j
(TYPICAL)
I I I PAE
�% ?o K I I
6�0 40.00' 55.00'
pp \ DTL_11 N89 55'27"W 95.00'
67.96' - -
w C401 L=21.32N89'55'27"W 123.44'
C402 L=16.97'J
3'20"W 98.85' >
58.- - - - --
C10 L=32.87'
SEE SHEET 06
w
a
-N N00'00'O0"E 9.31'
C110 C111
LL=16.86E _ L_53.13'
N90'00'00"W 159.46'
N90'00'00"W 4.50'
381
15
PAE
lt!
O
W
LLI
ui
W
N
TRACT 'A'
3.16 ACRES
PAE C113
C112 L=63.93'
I =an Fd J
SE CALDERA DRIVE PUBLIC
N90'00'00"W 288.10'
SHEET 4 OF 11
EASTON, PHASE 1
LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON
MAY 99 2022
PLLD20200979
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C10
300.06
616'40"
32.87'
S86'51'40"E 32.85'
C11
500.00'
8'47'33"
76.73'
SO423'46"W 76.65'
C12
500.00'
2'44'09"
23.87'
S01'22'04"W 23.87'
C13
500.00'
1 6-03'24"
52.86'
S05'45'51"W 52.83'
C14
500.00'
8'56'38"
78.05'
S0419'14"W 77.97'
C110
89.50'
10'47'40"
16.86'
S84'36'10"W 16.84'
C111
105.00'
28'59'21"
53.13'
N8617'59"W 52.56'
C112
95.00'
36'34'12"
60.64'
S89'54'36"W 59.61'
C113
105.00'
34'53'03"
63.93'
S89'04'01"W 62.95'
C125
400.50'
18'49'10"
131.55'
N87'38'16"W 130.96'
C126
95.00'
12'42'55"
21.08'
N83'30'08"W 21.04'
C400
92.50'
4118'59"
66.70'
S44'54'43"E 65.27'
C401
54.50'
22'2436"
21.32'
S76'46'30"E 21.18'
C402
500.00'
1'56'39"
16.97'
S88'57'08"E 16.96'
C403
54.00'
252*35'10"
238.06'
S53'42'25"W 87.05'
C404
530.00'
1'20'29"
12.41'
N00'40'14"E 12.41'
C405
530.00'
3'40'55"
34.06'
N0310'56"E 34.05'
C406
530.00'
3'42'10"
34.25'
N06'52'29"E 34,25'
C407
530.00'
0'03'59"
0.61'
N08'45'33"E 0.61'
C408
470.00'
4'06'01"
33.64'
N06'44'32"E 33.63'
C409
470.00'
4'48'34"
39.45'
N0217'15"E 39.44'
C410
470.00'
0'02'03"
0.28'
N00'08'03"W 0.28'
C411
470.00'
212'04*
18.05'
S07'41'31"W 18.05'
C412
530.00'
8'56'38"
82.73'
S0419'14"W 82.65'
C413
54.00'
97'55'25"
92.29'
S48'57'43"E 81.46'
C414
54.00'
35'35'04"
33.54'
N6417'03"E 33.00'
C415
54.00'
37'48'13"
35.63'
N27'35'24"E 34.99'
C416
54.00'
37'51'00"
35.67'
N1014'12"W 35.03'
C417
54.00'
4325'28"
40.93'
N50'52'26"W 39.95'
C418
14.50'
7235'10"
18.37'
S3617'35"E 17.17'
LEGEND
X SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR"
X SET 5/8" IRON ROD W/ALC INSCRIBED
"AKS ENGR"
• 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
■ 5/8" IRON ROD W/ALC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
❑ FOUND 5/8"IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R6); HELD UNLESS
NOTED OTHERWISE
O FOUND 5/8" IRON ROD W/YPC INSCRIBED
"DEVTECH"; PER (R3); HELD UNLESS
NOTED OTHERWISE
p FOUND 5/8" IRON ROD W/YPC INSCRIBED
"DEVTECH"; PER (R4); HELD UNLESS
NOTED OTHERWISE
Qo DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
IR IRON ROD
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH AN ALUMINUM CAP
PUE PUBLIC UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
ROW RIGHT-OF-WAY
SF SQUARE FEET
SDE STORM DRAINAGE EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
RWE RETAINING WALL EASEMENT
DBC DESTROYED BY CONSTRUCTION
• MEASURED AND RECORD DATA PER R6
DTL-/ SEE DETAIL, SHEET k
(R) RADIAL
DMICHUM COt f 1f SURVEYOR
Of'i 03 22ZZ By.. C.olhinS
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS 12/31/23
E)
CS 20876
d'
W
LIJ
W
uJ
N
14
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
381 1 380
52.00' h.
I
I
NO CAIPI
II
I
0
o
0
I
0
0
15
a
5,720 SF
f
0
�I
0
0
z
0
z I
�
2.50'
IL6
I-52.00' -
LOCATED IN THE SOUTHWEST 1/4
12 EAST, WILLAMETTE MERIDIAN,
379-
378
I 377 I
376 I
375
E 853.48'•
79R/DGES AT
SHADOW GLEN,
PHASES 49,,
5 AND 6"
(45.00')R4
(40.00')R4
(44.00')R4
(44.00')R4
(56.90')R4
45.00'
40.00'
- 44.00'
44.00'
56.90'
_23.90'.`1.10
,
30.90'
_33090'1y
30
2090'15.0
51.90' -
2.00' g 1
0Oj.
1:-1
63.00'
NO
CAP
III
NO CAP
NO CAP,
BENT
o
I I
I
I
NO CAP
I
I
I
I ,6�moco
o
I
o
I
o
I
o
I
o
o
o
o
16
17
18
19
o
I 20 0
4,730 SF
I 5,720 SF
I
4,730 SF
I 4,730 SF
I 6,930 SF
o
I
o I
o
I
o
I
I
? I
z�
I
z
- 2.50' PSDE
I
I
I I
I
I
I
I
(TYPICAL)
II�
DTL-10
II
II
II
o
16
I-
1
II
II
II
�
43.00'' 111
I - 52.00'
- I-
43.00''
-I
T--43.00'
- I
-63.00'- - -
EASTO N , PHASE 1
OF SECTION 15, TOWNSHIP
CITY OF BEND, DESCHUTES
MAY 9, 2022 PLLD20200979
ISE AMBASSADOR I 374 1 373
DRIVE (PRIVATE) 5/8" IR W/ALC, BENT; HELD;
PER R4 DBC RESET WITH X
18 SOUTH, RANGE
COUNTY, OREGON
i.00')R4
(25.00)R4 (53.73')R4
(44.00')R4
'5.00'
25.00'
53.73'
44.00'
o
).00' I
- 30.00'
48.73'
30' T
5.00'
I 57.00' 8.27'
U
I OWz8N U
�
I
O
30'
30'
o o ¢
I �s'
o
n
L-
w
5.00'
o PUE 21
w
Ia
6,270 SF
z
�
O
r
0
a
I
►I
2.50' PSDE
z
I
I
(TYPICAL)
I
o w DTL-10,1
I
I
3.91'
I
L-57.00'-
I
372 371
(62.00')R4�
62.00'
48.99' i
84.72' N89'5O'5
13.01'
C)
O
_---
603.57-
I
n
-.
I
-----_---
-N8950'55"E
51245
-
91.12'
__
D�-10
SE DELTA DRIVE PUBLIC
1 2.35'
M
b
M
I
453.27'
C124 - - -
- - - - - - -
C123
I --60.94'-�-
- C125 L=54.16' [
PAE L=134.64'
C122
I
Cl
w
L=131.55' N8654'08"W
S89 50'38"W
I
a I
35.16'
5.00'--J
17.19'
�
+I
2.50' PSDE
PUS
o (TYPICAL)
C121
L=66.9T I
m J
I
22 00
5.00' - �I
I
a d N
5,840 SF o
3
PAE
N84'41� 1
o o
> J
I
ALLEY
o
p
3.51' 1
PUE
�I
PUBLIC
z
N0518'57"W--'1
I P.85'
C505 L=28.89'
23.00' -
r
I
1.87'
I
I
0 I
21.70
N00'09'05"W
S84'41'03"WJ
13.64' I
Q IC22 L=27.51' O N8950'55"E
=m-
1
1
_ --*-
N ■Ng g'04"E
b 23.57'
TL-�-
DTL-10
N00'09'OS"W
Q 32 90' r
23.57'
10.00'
C113
L=63.93'
_ J
N90'00'00"W 159.46'
--
I M I
m Q M 2.85' C506
1 �L L=26.13' 1
I Q A(,
TRACT 'A' Lo
3.16 ACRES 1 N v I
I o
SCALE: 1 "= 40 FEET I
5.00' 23 3
pUE 1 3d 1 30
40 0 8 20 40 1 6,835 SF
�
o
N z
N 1
O
S79'59'46"W o_ d I
8.50' 1 I
S8254'06"W Cl 20
Cl 16 11.25' C118 L=18.35' 1 = ' C501 L=48.00'
L=19.43' C117 L=28.58' C119 1 3
C115 L=30.99L=48.89-
PAE
�. C114 1
L=76.31 C500 L=336,76'
I C1= 85.5� -
SE CALDERA DRIVE PUBLIC _ _ _ -
7� _
' C17 L=3.31'
C15 L=3
TRACT 'C'
8.12 ACRES
2.50' PSDE
(TIpICAL)
- DTL-11
L=12.54'
ooj- DTL
0 0
m I
3
- iC g L=374.25 1 1
PARCEL 1
INSTR. NO.
2021-58433
ar
N
rn
W
in
0
Q
0
(N
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C15
2000.00'
10'48'59"
377.56'
N84'35'31"E 377.00'
C16
2000.00'
10*43'17"
374.25'
N8438'22"E 373.70'
C17
2000.00'
0'05'42"
3.31'
N7913'52"E 3.31'
C18
2000.00'
2'27'06"
85.58'
S80'24'35"W 85.58'
C19
1000.00'
10'58'02"
191.41'
N0514'16"W 191.12'
C20
1000.00'
2'41'20"
46.93'
S0922'37'E 46.93'
C21
1000.00'
816'42"
144.48'
S0353'36"E 144.36'
C22
200.00'
7'52'51"
27.51'
N855429"E 27.49'
C113
105.00'
34'53'03"
63.93'
S89'04'01"W 62.95'
C114
95.00'
46'01'28"
76.31'
S83'29'48"W 74.28'
C115
60.50'
32'20'21"
34.15'
S76'39'15"W 33.70'
C116
111.00'
10'01'47"
19.43'
N82'09'41'W 19.41'
C117
89.00'
1957'06"
30.99'
N87'07'21"W 30.84'
C118
149.50'
10'57'10"
28.58'
S77'25'31"W 28.54'
C119
150.50'
1836'47"
48.89'
S8115'19"W 48.68'
C120
99.50'
1033'57'
18.35'
S8516'45"W 18.32'
C121
1035.00'
342'26"
66.97'
NO3'09'06"W 66.96'
C122
190.50'
4'47'09"
15.91'
S8727'03"W 15.91'
C123
959.50'
8'02'24"
134.64'
S89'04'40"W 134.53'
C124
208.68'
14'52'11"
54.16'
S8539'47"W 54.01'
C125
400.50'
18'49'10"
131.55'
N8738'16"W 130.96'
C500
1960.00'
9'50'40"
336.76'
N85'04'40"E 336.35'
C501
2040.00'
1'20'54'
48.00'
N8036'33"E 48.00'
C502
2040.00'
0'21'08"
12.54'
N81'27'34"E 12.54'
C503
970.00'
2'05'54"
35.53'
S09'40'200E 35.52'
C504
970.00'
6'04'00"
102.71'
S042,00"E 102.66'
C505
210.00'
7'52'51"
28.89'
N8554'29"E 28.86'
C506
190.00'
752'51"
26.13'
S8554'29"W 26.11'
C507
1 1030.00'
9'25'04"
169.30'
N06'00'45"W 169.11'
SHEET 5 OF 111
LEGEND
x
SET 5/8" IRON ROD W/ALC INSCRIBED
"AKS ENGR."
0
5/8" IRON ROD W/YPC INSCRIBED 'AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
■
5/8" IRON ROD W/ALC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
❑
FOUND 5/8' IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R6); HELD UNLESS
NOTED OTHERWISE
p
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"DEVTECH"; PER (R4); HELD UNLESS
NOTED OTHERWISE
Qo
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
W/ALC
WITH AN ALUMINUM CAP
PUE
PUBLIC UTILITY EASEMENT
PAE
PUBLIC ACCESS EASEMENT
RWE
RETAINING WALL EASEMENT
SF
SQUARE FEET
PSDE
PRIVATE STORM DRAINAGE EASEMENT
DBC
DESTROYED BY CONSTRUCTION
'
MEASURED AND RECORD DATA PER R6
DTL-#
SEE DETAIL, SHEET #
DEWHUM M I SUW G, OR
FM24 D3 z.022 gy0 C4IIi4:5
7�!$/Z
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENIW5:12 31 23
N
O
co
CS 20876
SEE SHEET 07
PREPARED FOR
PAHUSCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
40.12' co
wl
o
�
�
n
LLI
oI�
�
0
1.1 Z
C4 I
M�L=32.24'*�
J 1
C600-
L=ssT S
5/8" IR IN 8"
PVC TUBE, NO
CAP; HELD;
PER Ri; DNR;
RADIAL S89'55'00"E
10.00'
PUE
10.00'
1
ROW DEDICATION-
---40.00'-
I
W
N89'56'22"E 8
W
N^
M
I 8.50'-
3
PAE
2
I--
M
!no
I
1 C14
T
W
p
Z
U)
50' 1-ou.uu
TRACT 'B' IS SUBJECT TO A
PRIVATE UTILITY EASEMENT
OVER ITS ENTIRETY TO
BENEFIT THE ADJOINING LOTS
I
I
I
SEE SHEET 04
58.73'
- � _ C10 L=32 87'
N83'43'20"W 98.85-- -- - - - - - - - -
o FOUND 5/8" IR W/YPC, INSCRIBED
w
"DEVTECH"; PER R5; DNR;
o w
¢
' RADIAL S87'59'34"E
o a
�'41.06 -
N88'5SWE 149.7E
�602
97.50'
DTL-10
f S89'54'42"W 95.50
S6g�4a
N'5. 40.50'
55.00'
I 1
II
5.00'-
1
I I
PUE
i
11
0
I
I rn
m
m
DTL-11
I m
3
w oci
41
I
40
p
-m m 5,176 SF
I M
5,225 SF
o0
n k
1 Po
z
1 i
�?� N89'56'22"E
o
1 ?
I
20.00'
1 'o' nRQ 20.00'
1 1
+rDTL-10
L_
I
- 48.12'-
o�
0
3 4; 59SF
0
0
z
20.00' PUE
.TFI 22TOIIIIIIIIIIIIIIIIII
I / 1 - N89'56'22"E 110.00' k.
I
1 1
55.00'
--55.00'- -
'I
1 I
-
'22'E
- -
IL
10-00'
10.00' DTL-10 I
�
IDTL-11
10.00' o
I
II I
PSDE
i
1
I I i
o 42
1 I
I 43 2
30' 30'
IILo
5,225 SF n
1 5,225 SF
m11 �I
V)a O
I
IN
w
011 I
d C) Z
12.50'
1
PSDE
1
ZII oS1 o
N 2.50'- i
(TYPICAL) I
LLI
V
3
55.00'._--55.00'.-
I
o0
J
1im1
31
- r---
H I M N89'S6 22 E 110.00
M
IIQI 83
c1 DTL-1o�;
Z M 3,740 SF ( "
------------ -
II I N89-56'22"E 110.00' L -
II 1 84 5.00'-�l
II I PUE 1
LEGEND
0 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
■ 5/8" IRON ROD W/ALC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
Qo DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
IR IRON ROD
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
ROW RIGHT-OF-WAY
SF SQUARE FEET
PAE PUBLIC ACCESS EASEMENT
DNR DESTROYED DURING CONSTRUCTION;
NOT RESET
* MEASURED AND RECORD DATA PER R6
DTL-# SEE DETAIL, SHEET If
a M
�p
w Z 1 SE DENVER DRIVE PUBLIC
W ----- N90'00'00"E 336.87'
. - - - -
-
N 142.00' 142.0
-
Io UJ
IN _j
N90'00'00"W 288.10'
a
SE CALDERA DRIVE PUBLIC
N90'00'00"W
_ C15_L=377.56'__
T 016 L=374.25'
29.84'- 1
30.00'- I
-42.00'-
1-30.00'
27.62'
1
4.16' 1
1 1
1
I
I I
I
C603 -
I
1
1
1f 2.50' PSDE I
I I
I
L=14.38'
I
1
1 2."
(TYPICAL) I
I I
I
N
1
a 1
O
I
O I
O
0
1
0 1
0
1
0 1
0
0
38 I
o 37 !
0
36 l
0 35 i
o
34
0
3,468 SFI
'P'0 3,060 SF
o
4,284 SF I
o3,060 SF
b
4,284 SF
o
l
0 1
0
1
o I
o
0
IZ
1
IIZ
0 l
IIZ
0
1
IIZ
0 1
IIZ
0
I
I
1
II
II
34.00' 1
II
it
I 30.00'
II
II
42.00'
II
II
30.00' 1
1
42.00'
C604 C605
=34.00' _ L=42.03'
I
DTL-11 1
r6
DTL-10
I II
II
O 1
O
1
o la
C-i
0
1
0 33 l
0
32 o
f 31
0 3,477 SF 14,335
SF o
oP 1
o
P
1
0
IZ IIZ
I II
I II
0
o
ZII
II
II
I
---N90'00'00"E 337.02' ALLEY PUBLIC _
34.00'
0
0
42.00'
52.11'
34.00'
30.00,
42.Oo'
34.00'
30.00'
34.00'
II
I
II
I 1
II
1 2.5'J
f 2.50' PSDE II
(TYPICAL)
11
I I
11
I I
11
I I
I
II
of
II
of
II
of
of
NI
II
of
II
of
II
of
6 44 w
i 45 W
1 46 W
i 47 W
i 48 W
i 49 w
i 50 W
i 5
0 5,309 SF o0
SF oo
3,060 SF o
4,284 SF o
SF o
3,060 SF oo
SF
13,468
I
13,468
13'468
o
1
OI
ZI
o1
ZI
C>
Z
01
I Z,I
01
ZI
OI
ZI
o1
ZI
I
I I
I I
I I
I I
I DTL-1ol
I I
l w
II
II
II
II
II
I II
I
II
ILA
52.00' -
-34.00'
30.00'
42.00' -
34.00'
30.00'
-34.00'
-
SEE SHEET 08 a
Z
SCALE: 1 "= 40 FEET
40 0 8 20 40
SHEET 6 OF 11
EASTON, PHASE 1
LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON
MAY 99 2022
PLLD20200979
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4
960.00'
1'55'26"
32.24'
NO1'02'43"E 32.23'
C10
300.00'
696'40"
32.87'
S86'51'40"E 32.85'
C15
2000.00'
10'48'59"
377.56'
N8435'31"E 377.00'
C16
2000.00'
10-43'17"
374.25'
N84'38220E 373.70'
C23
1000.00'
1-55'26"
33.58'
S01-02-22"W 33.58'
C600
95.00'
0'24'09"
6.67'
S0017'07"W 6.67'
C601
39.50'
37'39'22"
25.96'
S42'59'54"W 25.50'
C602
99.50'
27'001"
47.00'
S75'21'35"W 46.57'
C603
2040.00'
0'24'14"
14.38'
S8947'53"W 14.38'
C604
2040.00'
0-57'18"
34.00'
S89-07'07"W 34.00'
C605
2040.00'
110'49"
42.03'
S88'03'04"W 42.02'
•
"i 72 �i / •
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS.12/31/23
X3
(;S 20876
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C15
2000.00'
10'48'59"
377.56'
N84'35'31"E 377.00'
C16
2000.00'
10'43'17"
374.25'
N84'38'22"E 373.70'
C17
2000.00'
0'05'42"
3.31'
N7913'52"E 3.31'
C18
2000.00'
2'27'06"
85.58'
S80'24'35"W 85.58'
C24
1000.00'
3'415"
65.23'
N88'07'53"E 65.22'
C25
200.00'
8'02'42"
28.08'
48214'24"E 28.06'
C26
200.00'
013'22"
0.78'
N86'09'04"E 0.78'
C27
200.00'
7'49'20"
27.30'
N82'07'43"E 27.28'
C28
1840.00'
119'43"
42.67'
N7852'55"E 42.67'
C29
1000.00'
1038'18"
185.67'
N05 24'O8"W 185.41'
C30
1000.00'
3'32'24"
61.78'
N01'51'11"W 61.78'
C31
1000.00'
7'05'54"
123.89'
N0710'20"W 123.81'
C32
1200.00'
4'40'46"
98.01'
N87'39'37"E 97.98'
C33
1200.00'
4'35'28'
96.15'
S8736'58"W 96.13'
C34
1000.00'
2'57'55"
51.75'
N8825'44"E 51.75'
C700
2040.00'
057'22"
34.05'
S8658'58"W 34.05'
C701
2040.00'
0'50'41"
30.07'
S86'04'56"W 30.07'
C702
2040.00'
111'02"
42.16'
S85'04'05"W 42.16'
C703
2040.00'
0'57'37"
34.19'
S83'59'45"W 34.19'
C704
2040.00'
111'19"
42.32'
S82'55'17"W 42.32'
C705
2040.00'
0'51'04"
30.30'
S81-54-06"W 30.30'
C706
2040.00'
1'21'17"
48.24'
S80'47'55"W 48.23'
C707
1960.00'
1'40'25"
57.25'
S80'47'55"W 57.25'
C708
1030.00'
6'24'09"
115.10'
S07'31'13"E 115.04'
C709
1030.00'
3'06'45"
55.96'
S01'38'22"E 55.95'
C710
970.00'
2'56'45'
49.87'
N01'33'21"W 49.87'
C711
970.00'
6'30'40"
110.23'
N07 27'57"W 110.17'
C712
1850.00'
115'21"
40.55'
N78'58'30"E 40.55'
C713
1830.00'
113'44"
39.25'
S78'52'28"W 39.25'
C714
990.00'
012'24"
3.57'
N86'21'57"E 3.574
C715
990.00'
2"25'59"
42.04'
N87'41'09"E 42.03'
C716
990.00'
1'05'52"
18.97'
N89'27'04"E 18.97'
C717
1010.00'
0'44'34"
13.10'
S89'37'43"W 13.10'
C718
1010.00'
2'23'03"
42.03'
S88'03'54"W 42.02'
C719
1010.00'
0'36'38"
10.76'
S86'34'04"W 10.76'
C720
1170.00'
0'38'29"
13.10,
N89'40'46"E 13.10'
C721
1170.00'
2'03'28"
42.02'
N8819'47"E 42.02'
C722
1170.00'
1'40'05'
34.07'
N8628'01"E 34.06'
C723
1170.00'
018'44"
6.37'
N8528'36"E 6.37'
C724
1230.00'
1*06'16"
23.71'
N85'52'22"E 23.71'
C725
1230.00'
157'30"
42.05'
N87 24'15"E 42.04'
C726
1230.00'
1'2S52"
30.00'
N89'0456"E 30.00'
C727
1230.00'
0'07'50"
2.80'
N8950'47"E 2.80'
C728
970.00'
211'11"
37.01'
N88'36'24"E 37.01'
C729
970.00'
0'34'02"
9.60'
N8713'48"E 9.60'
C730
j 2045.00'
1 0'47'38'
1 28.33'
1 N81'06'00"E 28.33'
LEGEND
•
5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
■
5/8" IRON ROD W/ALC INSCRIBED "AKS
ENGR..", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OMCIAL RECORDS
IR
IRON ROD
W/YPC
WITH A YELLOW PLASTIC CAP
W/ALC
WITH AN ALUMINUM CAP
PUE
PUBLIC U11UTY EASEMENT
PSDE
PRIVATE STORM DRAINAGE EASEMENT
SF
SQUARE FEET
(R)
RADIAL
*
MEASURED AND RECORD DATA PER R6
DTL-$
SEE DETAIL, SHEET #
SCALE: 1 "= 40 FEET
40 0 8 20 40
EASTON, PHASE 1
LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 15, TOWNSHIP 18 SOUTH, RANGE
12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 99 2022
PLLD20200979
SEE SHEET 05
C 8 1-85.58'
b
3 C17 L=3.31' o L
SE CALDERA DRIVE
LPUBLI=3.5C -
c rn o
L=374.25'Lo
rS z L=57.25'
- -_ 006 C707 _ L
< -48.24 \ 9.87'
L-
5.06' I
CL C705 _ C730 10.22' \ I
C703 0704 -1 F L=30.30 i 1 1=28.35 i I �I
C700 C701 - 421 �[ 34.19' I L=4237 I I S0917'48"E (R)J k
L=34.05'� I L=30.07' I I L=42.16' l i i L I DTL-it I I 1 1 8.00' a
I I I I 11f2.so' PSDEI 11I so' N
I I I I 2.50'' (TYPICAL) I'-o M 1 � N 30 `� J 24
1 00
o r` 1 n 1 0 1 1 0 5,915 SF 1
1 o I I 1 W I W 27 I o 25
26 l 0 6,738 SF J 1
1 29 1 0 28 I o 4,709 SF 1 03,436 SF o I� 5.00'
32 I o 31 I �3,202 oSF o 4,566 SF i o 3,748 SF I o IZ 7 PUE
io3,565SFIo 1Z 1Z 1Z II IN I
p i Iz 1 Z I I I I I I i I I 14 C712 L=40.55
i j I I "C71
' 1 1 Lr-C73.57' I I I I I I 63.97' C26 C27 C28 L=42.67'
co 1 1 34.00' I C715 L=42.04' I 30.50' 42.09' 30.06 L=0.78' L=2��
_ ALL PUB _ __ - - -
o Lo39.2
W N90'00'00"E 337.02' - _ �_C24 L=65.23 ��_ _ -o N8615'45"E 195.87' m L 28A8 �713 5
LLI 30.06' 41.05,
N 42.09' I I I I � ail I
ri 30.00' 20.90' C718 L=42.03 23.31' 30.06' rn LLJ I� 1
I I I I c7n 1 1 1 1 C719 1 1 I I 1 1 1 1 > M I
I I I I I I I I I
1 1 I IL=13.10' 1 f 2.50' PSDE 1 1 1 L=10.76� 59
4,346 SF _ 1
1 1 1 2.50 I. (TYPICAL) I N I N I N 1 57 I 58 U oC I
iN Io 1 56 1
o f 0 1 I o I W 54 I W 3,063SF o 4,297 SF 1 a 3,106 S i `Wo 4,452 SF QQ 1 5.00'
0 1 51 0 1 52 1 0 4; 88 SF I o 3,478 SF1 o i o I o t o b N I -PUE 1
50 p 3,060 SF P 1 3,468 SF 1 0 1 o I o 1 0 1 z I z (A t o o
Z I Z I I Z I Z 1 Z c723 I IZ I I Dn-1o1 I DTL-10 m C> I
I I I I 11� I I c727 I3 r _I
I l o I I 1 1 DTL-10 DTL-11 1 L=6.371 I L=2.80 1 J 1
I I I I C720 I I I c724 I I r I L- I a' a
L-13.10 I 1 I I C722 - 39.60'- o
1 1 1 1-_ 1 _-- L=34.07' L=23.71'" --- N I Z C728 L=37.0)
30.00' C725 C726
20.90' C721 L=42.05' L=30.00' I C729
L=42.02' L=9.60'
n _ 69.6_0'_ _ 26.42' _C34 L=51.75'
33 ' N90'0000"W 6.87' C32 L=98.01' _ - - -
_ _ _ _ �- - C33 L=96.15 N8954'42"E 96.02'
142.00 T 52.87'
o SE DENVER DRIVE PUBLIC
SEE SHEET 09
'1
DTL-1
2.50' PSDO
(TYPICAL)
-DTL-10
10.17'
10.16'
zo
L6
N
TRACT
scs
8.12 ACRES
2.50' PSDI
(TYPICAL)
r DTL-10
L 1
M
N
rn
w
0
of
0
0
to
1 -DTLI 10
DESCHUM COUM SUR1 OOR
E7:.E� o$ 03 zazz BY. o %�%r►
SHEET 7 OF 11
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
PARCEL 1
INSTR. NO.
2021-58433
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 111 2021
JACOB ALLEN CARSON
94570PLS
RENEWS.12/31/23
7
CS 2 0 8 7 6 <
PREPARED FOR
PAHUSCH HOMES, INC.
210 SW WLSON AVE #100
BEND, OR 97702
SEE SHEET 07
D
-10
SE DENVER DRIVE PUBLIC
b
o o
M MO]
l
3 �
"
_
C33 L=96.15'
--l-----
ss.so'
N89'5442"E 96.02'
26.42'
�---'--
C34 L=51.75'
00
00 ?
b
o
o
z
C902
'
C905 C906
L=24.01'
L=24.00' L=24.04
1
+
24.00'�
24.00' 20.00'18.74'
r
1
004'
C903
9.28'
I
I
C904
L=5.26 '
NC900
W
L=14.72'I
I
I
I
I
I
=20
C901L=0
"-)
li
I
n la
I
cq li
I
CR l.� aMD
I
cq la
I
I
OR
I
M N 4li
N
,[j N
in N
Lo N
,(j N ui N
u) N
u7 N <O N
ri
p
N
W cq W
3
O N
O
O N I
O
p `O
O cqN O
"p N I
O
N I
O cqO
00
N
Q di o O7
O I- I
bCo
o LnI
o� C>
oNI
o� o0I
n
p (o o (o
po to I
o (o
o (o I
o (o o (p
o co I
o (o o O I
o
Z Z
Z I
Z
z
z I
Z Z I
Z
PSDE
I
( I
I
I
2.50'---j
(TYPICAL)
(
I 7.44'I
C107
20.00' 20.00'
24.00' I
124.00'
24.00' I
40
i 24.00' 20.00'
24.00' 1124.00'
IL=16.74'
3
o
N89'5_4'42"E 379.45'
10.00'
1
_
379.45'
ALLEY PUBLIC C35 L=16.89'
!o N
N89'5442"E 409.45'
10 00
Z
C908
Go
L=17.03'
O
H
LLI
Lu
2
N
Lu
Lu
N
TRACT 'C'
8.12 ACRES
S89054'42"W 1278.46f*
N2'O8'11"W
INSTR. NO. 91-09140
C1
LEGEND
• 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR.", SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
■ 5/8- IRON ROD W/ALC INSCRIBED "AKS
ENGR. SET PER POST MONUMENTATION
NOTE (SEE SHEET 1)
❑ FOUND 5/8" IRON ROD W/1PC INSCRIBED
"AKS ENGR."; PER (R6); HELD UNLESS
NOTED OTHERWISE
Do 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
PUE
PUBUC UTILITY EASEMENT
PSDE
PRIVATE STORM DRAINAGE EASEMENT
SF
SQUARE FEET
(R)
RADIAL
•
MEASURED AND RECORD DATA PER R6
DTL-#
SEE DETAIL, SHEET #
PARCEL 1
INSTR. NO.
2021-58433
Nj6�3�2�ME
4•3%
N77'36'29"E
SHEET 9 OF 11
EASTON, PHASE
LOCATED IN THE
SOUTHWEST 1 /4
OF
SECTION 15,
TOWNSHIP
18 SOUTH,
RANGE
12
EAST,
0
b
DTL-11
WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON
MAY 99 2022
PLLD20200979
S89056'30"W 7.1
SW 1/16 CORNER
5/8" IR, NO CAP; HELD; PER R2
L
HUM =MY SURVEYOR 023 a Zoz2- Ry. C�ll(A-S
SCALE: 1 "= 40 FEET
40 0 8 20 40
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1140.00'
11*28*29"
228.31'
N82'07'34"E 227.93'
C2
470.00'
17'53'34"
146.78'
S21'20'18"E 146.18'
C3
530.00'
17'23'44"
160.91'
S2135'13"E 160.30'
C33
1200.00'
4'35'28"
96.15'
S87'36'58"W 96.13'
C34
1000.00'
2'57'55"
51.75'
N88'25'44"E 51.75'
C35
1150.00'
0'50'29"
16.89'
N89 29'27"E 16.89'
C900
1170.00'
0'58'52"
20.04'
S86'32'38"W 20.04'
C901
1170.00'
0'58'49"
20.02'
S87'31'29"W 20.02'
C902
1170.00'
110'33*
24.01'
S88'36'09"W 24.01'
C903
1170.00'
0*43'16"
14.72'
S89'33'04"W 14.73'
C904
1030.00'
017'34"
5.26'
S89'45'55"W 5.26'
C905
1030.00'
1'20'07"
24.00'
S88'57'05"W 24.00'
C906
1030.00'
1'20'14"
24.04'
S87'36'54"W 24.04'
C907
1140.00'
0'50'29"
16.74'
N89'29'27"E 16.74'
C908
1160.00'
0'50'29"
17.03'
N89'29'27"E 17.03'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
INSTR. NO. OREGON
2008-32160 MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWSMR 31 23
N
0
co
V
OD
CS 20876
� J PUE
;I
�N89 59'21"E
o I
o "? 10.68
4
po Imo- PUE
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m
1. - 15.25' _.
m
I
1
�
3
=
PUE
5
o I N895921E
w
p
w
�10.11'
1.�
LOTS 4 AND 51
w
PUE DETAIL 15.00'
PUE
1 "=10' I
i
SE CALDERA DRIVE
N89'50'55"E
xm- 11.09'_.�
16 1 PUE
_ �N0009'05"W
00 ? 7.50'
tea
N89'50'55"E
N89'50'55"E
12.33' -.
- 12.37'
N89'50'55"E
I
PUE
-
PUE
- 10.91'
i
10 PUE I 17
21 N0009'05"W
I
N00'09'05"W I
10.00' 0
15.00'�
3.91'
NOO-09'05"W I -
o
N89 50'55'E
7.50' =
n a 1
- 8.57'
I voi a
r .
SE DELTA DRIVE
LOTS 16 AND 17 PUE DETAIL
1 "=10'
o�
O �
uiw
�i
-
-
F - -
o PUEt2
PUE o
o
o
o�,l
o r-: N90'0O'00"E
o�
N90-00-00-E I o -6
z ;' 11.50'
- 11.50' - z 32
-!.
33
LOTS 33 AND
32 PUE DETAIL
1 "=10'
N89'55'01 "E
59 -
12.33'
3 I
�7PUE
�I
o�
O 1
z
w
a
N89'55'01"E
12.34'
PUE I
ku
I!n
o�
lo^
C140
L=2.75'
SE DENVER DRIVE II KA(
LOT 59 AND TRACT 'Cl
PUE DETAIL
1 "=10'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C133
29.50'
19'48'04"
10.20'
N09'41'19"E 10.14'
C134
19.5V
19'40'20"
6.70'
N09'45'11"E 6.66'
C140
970.00'
0109'44"
2.75'
S86'51'55"W 2.75'
41
SE DELTA DRIVE TRACT C
LOT 21 AND TRACT'C'
PUE DETAIL
1 "=10'
SF CALDERA DRIVE
TRACT'B'
PUE DETAIL
Oa
1 "=10'
TRACT 'B' PUE S88'53'36"W
N01'06'24"W �8.57'
5.17'
N00'03'38"W I 5.6'
7.21' 1 J
40
83
PUE I 05 0'
-
N89'56'22"E PUE
3
10.17'
O V
Io`
I 15.17'
'1 U
13 a
M� W
MLu
I�� N
Z N8956'22"E
I 10.17'
5.00'
84 PUE I PUE
LOTS 83 AND 84
PUE DETAIL
1 "=10'
1 PUE
PAE
PUE
87 PUE 1 5 00,
J
1 N89'56'22"E PUE
3 8.17'
IM
l o
o
IZ
��- 13.17' -.,
SE CALDERA Na1'48'S3'E
DRNE _ 12.26'_ _ I
1
PUE I
w N08'25'49"W
m o n 15.12'�
_ NO8'25'49"W I
1 7.14' N81'3}t�,E I
N81'3411"E �- 14.49 _
TRACT 'C'
24 PUE
LOT 24 AND TRACT'C'
PUE DETAIL
1 "=10'
SHEET 10 OF 11
EASTON, PHASE 1
LOCATED IN THE SOUTHWEST 1/4 OF SECTION 159
TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND,
PREPARED FOR DESCHUTES COUNTY, OREGON
PAHLISCH HOMES, INC. MAY 99 2022
210 SW WILSON AVE #100 PLLD20200979
BEND, OR 97702
48
L� PUE
PUE � 49
PUE
�� a
-
12.33' -I
_ -
12.33' - I
N90'00'00"E
- I
S90T)D'00"E
S9000'00"E 1
52,
11.00'
�N00'00'00"W
I
C)I
� I
PUE
N00'00'00"W��
I
10.17' "2
10.17' I-
o
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PUE
-
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a
1
U-3a
ow
1,
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DRIVE
W
U
Q
J
o_
1.3 v
FL
I'� W
M ' W
O � N
z N8956'22"E
1.1 8.17'
8 PU5.00'
PUE
LOTS 87 AND 88
PUE DETAIL
1 "=10'
LOTS 48 AND 49
39 PUE DETAIL
1 "=10'
TRACT 'C'
j N89'50'55"E 12.00' I
o
O I
IM
_ SE DELTA 1. I
DRIVE j TUE CD
O
I�
Z
o I
I
I
N89'50'55"E 12.00' I
SE DELTA DRIVE
TUE DETAIL
1 "=10'
22
00
ALLEY
o6
23
ALLEY
TUE DETAIL
1 "=10'
40 =--
5,00'
- - - - - - - - - - - - - - - PUE
- a-
- ------------------��---
------ - - - - -- 1-i--
5.00' I 0
w o PUE
o
LOTS 40-43
PUE, PRAE, AND PSDE DETAILS
1 "=10' 42
z
¢o
w J
a�
a�
w
I
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om
o
I
00
0
N~
I
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6.00'
- i
PUE
-- - - - - -�
-
-
- - - - - -
- - - - - - - - - - -
-
15
00
43
PUE
w
U
J
a
U
a
W
W
to
N90'00'00"E
56 -
t1.00' _.
N90'00'00"E
i
__ 11.00'- 53
0 I
PUE
- w
23
l62v
o ao
PUE
O M
�
oo^I
Z J
N
o
0
1z
o�
,ri a
1
lo w
SE DENVER DRIVE
LOTS 52 AND 53
PUE DETAIL
1 "=10'
N9W0O'o0'E
_ 11.00'
.� 57
�
_
w
PUE
o
IgN
I$
lo�
in a SE DENVER DRIVE
TRACT 'C' _
� 1
TUE N81'38'08"E 1
15.00' I
to
N89'50'55"E
14.00'
Imo_ N 1�
lo^ IN
o TUE ---�I z
�I N89'50'55"E 1
_ /J 4.00' I I
SE CA�RA I
TRACT DRIVE N81'38'08'E 1
co
� 15.00
SE CALDERA DRIVE
TUE DETAIL
1 "=10'
SE BARSTOW
'
PLACE
w_
TUE DETAIL
a
1 "=10'
m a
W
N
LOTS 56 AND 57
PUE DETAIL
1 "=10,
24
16.00'
LOT 58
PAE DETAIL i
o
C134 L=6.70'
0
N19'35'21"E--✓
N Ill58
3.39' A
Q
C133 //
in c
L_10.20'
Q
-
rT
W
l o PAE
N89'47'17'E (R)
SE DENVER DRIVE
�� TRACT 'C'
z N7939'12"E REGISTERED
'off 14,75' PROFESSIONAL
o' LAND SURVEYOR
1_ ml
pLLEyN - VI- TUE
io OREGON
N793912E MAY 11 20,
1 7.86' JACOB ALLEN CARBON
94570PLS
RENEIYS:12 31 23
ALLEY
59TUE DETAIL
1 "=10'
X
ALLEY
I N89'5442"E
I---NOOT)3'38"W NOo'03'38"W--"
TRACT C L-6.00_-------6.00'_ TUE
N89'54'42"E 32.00'
SE
of
0
TRACT 'C'_
I
�N86'56'47"E
14.00'
to
IM
IM
to
f M
TUEJ IZ
I
I
N86'56'47"E
14.00'
SE DENVER
DRIVE
TUE DETAIL
1 "=10'
LEGEND
JOB NAME:
EASTON PH 1
AKS ENGINEERING & FORESTRAn
PUE
PUBLIC UTILITY EASEMENT
2777 NW LOLO DR, STE 150
PAE
PUBLIC ACCESS EASEMENT
JOB NUMBER:
7326
BEND, OR 97703
PRAE
PRIVATE ACCESS EASEMENT
541.317.8429
PSDE
PRIVATE STORM DRAINAGE EASEMENT
DRAWN BY:
JC MK ELN
WWW.AKS-ENG.COM
TUE
TEMPORARY UTILITY EASEMENT
TO THE CITY OF BEND
(R)
RADIAL
ICHECKED BY:
MK JC BW
ENGINEERING ' SURVEYING ' NATURAL RESOURCES
nDA%AlWc nin .
- zoa Dui DI AT
FORESTRY• PLANNING• LANDSCAPE ARCHITECTURE
CS10876=
MUTES COUNTY SURVEYOR
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i.00 PUE 79
)TS 79 AND 80
PUE DETAIL
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TRACT V
PUE DETAIL
1 "=10'
CS20876
- - - - - - - - -IN
5.00'
PUE
Cl 27
L=0.15'
PU C128
L=20.50'
SE cALDER4 DRIVE
1 0
r N00'00'00"E
1 rl-5.37'
28 PUE 27
N90'00'00"E 3.00'
LOTS 28 AND 27
PUE DETAIL
1 "=10'
' L=15.61'
14.00'- 1 � C
M PUE l 131 C132
I 89S' _ L=12.46'
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PUE I SSE ( I
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1 12.00' 1 8.00' 1 12.00' 1
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S89'55'27"E I I ~20.
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C104 20.45C OS 4.00' I 20.00'�
1000, I SSE
�L=8.50 - PUE I I I I
_ 16.45' _
C108 7 4.00' I I I I
L_27.58' � N89'55I27"W 17.99' I I
C106 PAE 81.96 L=6.CIO9 41.49
SE CALDERA DRIVE
L=14.12'Cl06 IS86�12'55"W C107 L=6.73'
19.57' L=10.95' TRACTS'A','D', AND LOTS 8-11
PUE, PAE, SSE, WE, PSDE, AND
LOT 23 AND TRACT'C' PRAE DETAILS
1 "=20'
PUE AND PAE DETAIL
1 "=10'
N8117'00"E
23 5.00'�
TRACT 'C'
PUE
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5.00' 1 N89'56'22"E
PUE PUE 5.00'
LOTS 81 AND 82
PUE DETAIL
1 "=10'
5 00' 1 I
TRACT 'B' PUE�I UIW PUE 78
10.00' I S89'56'200' (R)WIaN892.0'2*56'2"E (R) I N89'56'22"E 5.00'
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N00'03'38
"W 10.00' 1 N89'56'22"E 1 N00'03'38"W 13.00'
L J] N � I�-N00'03'38"W 12.00' I �`_
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PUE J Z'll 1i/ JN89'S6'22°E 32.00' \l 4T6 N89'56'22"E 10.00'
vo% TUE PUE
rN89'56'22"E 24.00' _ - N8956'22"E 24_00,
M TRACT 'C' AT o
3 SE EPIC PLACE 3
MI TUE AND TTAE DETAIL I co
�I 1"=20' to
z I TTAE I z
- - - - - - - - - - - - J
L - - - - - - - - - - N89'56'22"E 130.00' TRACT 'C'
SHEET 11 OF 11
- 17.39' _.
EASTON, PHASE 1
0
I LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 15,
- +N- TOWNSHIP 18 SOUTH, RANGE 12 EAST,
W WILLAMETTE MERIDIAN, CITY OF BEND,
0
TRACT 'D' 1 z DESCHUTES COUNTY, OREGON
MAY 91 2022
PUE J PLLD20200979
I
N88.0811o"W I 41 40
7.38')_ I
-10.00'-.F
PUE I
TRACT 'D'
PUE DETAIL
1 "=10'
LEGEND
PUE PUBLIC UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
PRAE PRIVATE ACCESS EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
TUE TEMPORARY UTILITY EASEMENT
TO THE CITY OF BEND
PRWE PRIVATE WATER EASEMENT
TO BENEFIT LOT 42
TTAE TEMPORARY EMERGENCY
TURNAROUND EASEMENT
WE WATER EASEMENT TO THE CITY
OF BEND
SSE SANITARY SEWER EASEMENT TO
THE CITY OF BEND
PRWE PRIVATE WATER EASEMENT
TO BENEFIT LOT 42
PSDE PRIVATE STORM DRAINAGE EASEMENT
RWE RETAINING WALL EASEMENT
(R) RADIAL
N8956'22'E 55.00'-
5.00' 1
LOTS 43 N89'56'22"E 39.52'- - - - - \ PRWE
42 PRWE DETAIL 43 ti\
AS.\
1 "=10'
B9-
3.50' 11.00'
RWE I PSDE I 7
TRACT 'D' ; 1
5.81 r3.50'
10.00 ,1 +
1 N88'08'10"W 1-
13.50' o
1 N88'08'10"W
_ 11.00, _I
"-10.00'
I PSDE
LOTS 79 89 AND TRACT'D'
PSDE AND RWE DETAIL
1 "=10'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C100
87.50'
34'02'27'
51.99'
S4832'59'E 51.22'
C101
49.50'
22'24'36°
19.36'
S7646'30"E 19.24'
C102
495.00'
1'58'37"
17.08'
S88'58'07"E 17.08'
C103
35.00'
1 2113'46'
12.97'
1 N79'25'42"E 12.89'
C104
65.00'
26'59'20"
30.62'
N8218'29"E 30.34'
C105
85.00'
543'36"
8.50'
S87'03'39"E 8.49'
C106
500.00'
1'37'06"
14.12'
S89'06'54"E 14.12'
C107
39.50'
15'53'07"
10.95'
S7816'22"W 10.92'
C108
60.50'
26'07'21"
27.58'
S83'23'29"W 27.35'
C109
60.50'
6'22'36"
6.73'
N86'44'09"W 6.73'
C127
54.00'
0'09'18'
0.15'
S00'04'37"E 0.15'
C128
54.00'
21'44'58"
20.50'
S11'01'45"E 20.38'
C129
54.00'
2018'05"
19.13'
S32'03'16"E 19.03'
C130
54.00'
16'33'42"
15.61'
S50'29'10"E 15.55'
Cl 31
54.00'
92940"
8.95'
S63'30'50'E 8.94'
C132
54.00'
1313'08"
12.46'
S74'5214"E 12.43'
C135
23.00'
90'00'00"
36.13'
N44'56'22"E 32.53'
C136
23.00'
90'00'00"
36.13'
S45'03'38"E 32.53'
C137
530.01'
1'20'03"
12.34'
S13'3S29"E 12.34'
C138
530.01'
1'41'52"
15.70'
S15'04'26"E 15.70'
C139
530.01'
4*0813*
38.27'
S1759'29"E 38.26'
COUNTY SURVEYOR
SE CALDERA DRIVE
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S00'00'00"E , o
32 S.00'PUE� ` 31
N90'00'00"E 3.00'
LOTS 32 AND 31
PUE DETAIL
1 "=10'
3.00,
PUE 55
54 .1 NGO'00'00"E
5.02'
0
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r! n_ 1
SE DENVER DRIVE
LOTS 54 AND 55
PUE DETAIL
1 "=10'
7/!b ZZ
REGISTERED
PROFESSIONAL
LAND/SURVEYOR
OREGON
S G�-
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS 12/31/23
5.00'
PREPARED FOR
PAHUSCH HOMES, INC.
210 SW WILSON AVE 1100
BEND, OR 97702
C139
L=38.27'
AMON WATER
LINE EASEMENT
VOL. 260,
PAGE 482
I
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C138
o
i� L=15.70'
Z
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IN89'56'30"E C137
TRACT
C
4.16' L=12.34'
- .11, - 1
19
TRACT 'C'
AVION WATER LINE
EASEMENT DETAIL
1 "=20'
JOB NAME: EASTON PH 1 AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
JOB NUMBER: 7326 BEND, OR 97703
541.317.8429
DRAWN BY: JC MK ELN WWW.AKS-ENG.COM Ks
CHECKED BY: MK JC BW ENGINEERING • SURVEYING • NATURAL RESOURCES
nRAWINr Nn • 7�?R PI41 Pt AT 1 FORESTRY• PLANNING• LANDSCAPE ARCHITECTURE