HomeMy WebLinkAboutSurvey 21507FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1207
314801.89
3257083.88
FOUND 3-1/4' BRASS CAP MARKED 'T20S R11E S6 S5 S7 S8 1973' PER CSO4498
1259
312127.40
3258344.22
FOUND 5/8' IR W/ YPC MARKED -WH PACIFIC PER CALDERA PHASE 1
1450
314779.70
3259647.84
FOUND 3-1/4' ALUMINUM CAP MARKED -T20S R11E 1/4 S5 S8 PLS 930' PER CSO4379
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1
312446.08
3258516.29
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
2
316558.51
j 3259928.79
j SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
RECORD OF SURVEY
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH CENTURY DRIVE DESIGN PROJECT
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 5 AND THE
NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 8,
TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF SUNRIVER, DESCHUTES COUNTY, OREGON
0 400
omp
1 INCH = 400 FT.
LEGEND �_w N Li
o' N L_Lj
Q SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' z
�n N \�-
FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE% HELD %Co
q4.
UNLESS OTHERWISE NOTED
❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED ( N
{ an�� FT
Q
Co F'4 N CALMATED 1/16 ----- S. CENTURYDRIVE - -
FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD N SEC 5 do 8 -
00 00 un � 314790.79
SW27 56 2663.49 - 1259
E 3258365.86 (SW08'05'E 2663.64')(R8) 1/16 CORNER
y� FOUND QUARTER SECTION CORNER AS DESCRIBED IN -FOUND MONUMENTS TABLE, HELD �T^ N aoMi SEC 5
�ZL SHEET 4
(R RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE L co �
N .1
® MONUMENT NUMBER. SEE TABLECo 04
® CONTROL NUMBER. SEE TABLE OD Lo
!` i
PST. N0. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS t � j Q I
PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL. RECORDS Q�v � � x Ix
ROW RIGHT-OF-WAY o o w
I
IR IRON ROD G `J ? w
YPC YELLOW PLASTIC CAP
RPC RED PLASTIC CAP Q V 0 �-
DCSO DESCHUTES COUNTY SURVEYORS OFFICE N
DOOR DESCHUTES COUNTY OFFICIAL RECORDS }-
CJ COMMISSIONERS JOURNAL PER DOOR 11207� L1J
# CALCULATED MEASUREMENT LL
DESCHUTES Lo 00
(n
zoZ�
102S IF Co 11 s o co � 3-
* ( REGISTERED
�i yob -`' PROFESSIONAL
JOB N
-10 . ld'�° LAND OR
SHEET INDEX
JOB N,
SHEET ') BBEEARRIINGS, SUCH REFERENMCEES LEGEND, BASS BASIS OF B EAR I N G S DRAWN
SHEET 2-5) SPRING RIVER RD, VENTURE LN, SOUTH CENTURY DR, LEGEND, BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COOS), DERIVED FROM OREGON U-)
JULY 11 2023 LL-
CONTROL AND MONUMENT TABLES, NARRATIVE THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN COREY PACHECO C' CHECK
PARAMETRIX CONTROL POINT NUMBER 1 AND 2 IS N18-57.22-E (AS SHOWN ON THIS SHEET). 101863
EXPIRES: 12-31-2026 z SCALE:
= DATE:
SURVEY REFERENCES
1) RECORD INFORMATION PER CSO4510 BY NORMAN A NEWTON, FILED DECEMBER 12,
1968, DCSO
2) RECORD INFORMATION PER 'BUSINESS PARK 1,' BY RICHARD L BRYANT, RECORDED
APRIL 19, 1974, BOOK OF PLATS A PAGE 181, DCOR, CS06098, DSCO
3) RECORD INFORMATION PER CSO4506, BY JONA OSHEL, FILED OCTOBER 3, 1979,
DCSO
4) RECORD INFORMATION PER MAJOR PARTITION PLAT 'MJP-83-4' BY RICHARD H.
GRADE, FILED JANUARY 4, 1984, CS O4492, DCSO
5) RECORD INFORMATION PER MINOR PARTITION PLAT 'MP-85-11', CSO4507, FILED
OCTOBER 18, 1985, DCSO
6) RECORD INFORMATION PER CSO4508, BY W.C. KAUFFMAN, FILED SEPTEMBER 28,
1989, DSCO
7) RECORD INFORMATION PER 'STONE RIDGE TOWNHOMES AT SUNRIVER,' BY DAVID K.
BATEMAN, RECORDED FEBRUARY 28, 1991, BOOK OF PLATS C PAGE 518, DCOR, CS
09942, DSCO
8) RECORD INFORMATION PER CS11509 BY DAVID K. BATEMAN, FILED JUNE 17, 1993,
DCSO
9) RECORD INFORMATION PER 'CROSSWATER PHASES 1 AND 2' BY DAVID K. BATEMAN,
RECORDED JULY 21, 1994, BOOK OF PLATS D. PAGE 62, DCOR, CS 11903, DSCO
10) RECORD INFORMATION PER 'CALDERA SPRINGS PHASE 1,' BY LYNN J. BRUNO,
RECORDED FEBRUARY 17, 2006, AS INST. NO. 2006-11380, DOOR, CS 16787,
DSCO
11) RECORD INFORMATION PER PARTITION PLAT NO. 2009-8, BY DAVID A CLONINGER,
RECORDED JANUARY 28, 2009, AS INST. NO. 2009--03885, DCOR CS 17921, DSCO
12) RECORD INFORMATION PER CS 19523 BY MATTHEW J. FAULKNER, FILED DECEMBER
5, 2017, DSCO
DOCUMENT REFERENCES
A) SURVEYOR'S REPORT FOR THE JOHN PETERS COUNTY ROAD, BY FRED A.
RICE, DATED AUGUST 19TH, 1908, FILED AS RD00887 IN THE DESCHUTES
COUNTY ROAD DEPARTMENT RECORDS
B) RECORD INFORMATION PER RECONSTRUCTION SOUTH CENTURY DRIVE PLANS
BY GEORGE J. COOK, FILED AS RD01998 IN THE DESCHUTES COUNTY ROAD
DEPARTMENT RECORDS
C) DALLES-CALIFORNIA HIGHWAY, BEND ALLEN RANCH SECTION, DATED 1919,
DRAWING 1B-13-2
D) DALLES-CALIFORNIA HIGHWAY, ALLEN RANCH-KLAMATH COUNTY LINE SECTION,
DATED AUGUST 1920, F.N. DRINKHALL, LOC. ENGR. RD01751 AND RD01757
E) POWELL BUTTE AND PAULINA CREEK ROAD, ESTABLISHED BY CROOK COUNTY
COURT ORDER, DATED MAY 20, 1885, VOLUME 1, PAGE 224, RECORD OF
ROADS (RDOO917)
297-2509-013 - VENTURE
S. CENTURY DR CORRIDOR
1' = 400'
MARCH 2O25
PREPARED FOR:
DESCHUTES COUNTY
Parametrlmk
150 NVV Pacific Park Lane, Suite 110 - Bend, OR 97701
Ph: 541.508.7710
LEGEND
0 SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE'
(Rh
'FOUND
m FOUND MONUMENT AS NOTED IN MONUMENTS
TABLE% HELD UNLESS OTHERWISE NOTED
❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE
FIST. NO.
NOTED
PP NO.
00 R
YPC
BEGIN Rpc
N:316641.73 �� D(�
E:3259842.68
0
oo ci
IN,
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
MONUMENT NUMBER. SEE TABLE
CONTROL NUMBER. SEE TABLE
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL
RECORDS
PARTITION PLAT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
RIGHT-OF-WAY
DEDICATION
IRON ROD
YELLOW PLASTIC CAP
RED PLASTIC CAP
DESCHUTES COUNTY SURVEYORS OFFICE
DESCHUTES COUNTY OFFICIAL RECORDS
COMMISSIONERS JOURNAL PER DCOR
CALCULATED MEASUREMENT
DLTA L 'A'
SCALE 1 620'
Cl 1271
N73'04'09'W 10.00'
Z (N73'39'17'W)(R2)
(N73'39'18'W 10.00')(R4)
1270 S16.55,51
N.•3 PT
E325g 3�5� 3
3 0
h
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
2
316558.51
3259928.79
SET 5/8' IR W/ RPC MARKED-PARAMETRIX'
8
315705.72
3259436.18
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
9
315110.93
3259250.37
SET 5/8' IR W/ RPC MARKED -PARAMETW
32
316044.24
3259589.97
SET 5/8' IR W/ RPC MARKED 'PARAMEIRIX'
81
315471.12
3259376.67
SET 5/8' R W/ RPC MARKED 'PARAMETIW
1249*'
�NTFRP,Q�s
0,4jV� F
siq.55,s� w
\N73'04'14'W 21.01'-�
Qoa4
aaxc§� g
a
CA ' / ;
60.00'
�-- ::315899.72
E:3259923.54
LOT 2
PC
N:315905.84
1268 E:3259903.44
'N7,T04'14'W 20.91'
O (S7139'171 20.91j(R2)
RECORD OF SURVEY
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH CENTURY DRIVE DESIGN PROJECT
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 5 AND THE
NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 8,
TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF SUNRIVER, DESCHUTES COUNTY, OREGON
LOT .3
oa �
0,
�
Da�o 9
o tU1odor a
LOT 4
0--' o go LOT I
ju.
S73'04'147E 20.91'
tOT 1
n LOT 5 124 j E:3259705.74
jr S73'04'141E 20.91'
SEE DETAIL 'A' B4RGq/N .S4T DEED �°' (S73'39'171 20.91 j(R2)
�- THIS SHEET W7R N0. 2017-19959
PT
N:315786.72 LOT 5 N:315190.66 i
E3259611.34 E3259685.74
S73'04'140E 20.91'
0 421.08' 126 BEARS N61'09'58'E 0.28' (S73'39'17-E 20.91')(R2)
(42 .73)�Re)( 4 FROM PC. NOT HELD
o � � �) S73'04' 10'E 18.98' �
` (S73'39'17'W 18.98')(R2) �, i C �� \� S1s�55' Z3354' (2
4�s p8, ?6 _ N3 51, 24� '40)tR2) 2.68' SOUTHERLY OF
. 32
14.04'
15,39, iNl� ROW. NOT HELD
C� 00' 00, IIIIIIIIIIIIIIII` S16.5544 � �325g5g1 �.24 ,43;f ?3)�,(14.18')(�) G,
11 - �, S16S5,1261
58
58.S.s , 5165551 (11 p O00, S1IIIIIIIIIIIIIIII
, 243 PC N3 0 �'
2 (S1 �2D'1 1118 4�' N3 00)L'h'Z)lRB �H 52.;5 ' S6 (N10' E32595
2 y 62 E325 582029 \�� ) 126 FZD FOR 526 01g' 20 43b f 243 79 37
S1 �5551 coftoy )(R�) 501.0g 1 51�55,5 ROW FROA/ PC •5s)ih'2) G1
58,504'Cl,� ��0 1 *' 11184.7
118
(S16'2 p,l ���� S 4�(S16'2 p, 0 2s3 �6
2 4�50
R ���o ('S16'o5551IW 43 )1R2) isl
a��� r -- 43y 1118 9j8 4,' s-58 Sg, 11
)rRe)z3g' 18 45)�R1
12q$
2) .39'
1.28'iiiiiiiiiiiiiiillllllIIIIIIIIIIIIIIIII
Rtr OF RO 0L
S7724'21"E 50.00' W 81 0 Nf P� R'v01gg
Bing)
UNE TABLE
LINE NO.
LENGTH
BEARING
U
115.25'
S7SO4'10'E
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1230
315197.11
3259342.75
FOUND 2' ALUMINUM CAP MARKED OS&F LAND SERVICES' PER CS19523
1231
315048.11
3259271.75
FOUND 2' ALUMINUM CAP MARKED OW LAND SERVICES' PER CS19523
1244
315980.26
3259916.60
FOUND 5/8' IR PER BUSINESS PARK 1
1245
315183.80
3259619.34
FOUND 5/8' IR PER BUSINESS PARK 1
1247
315213.54
3259714.40
FOUND 5/8' IR PER BUSINESS PARK 1
1248
315739.35
3259393.02
FOUND 5/8' IR W/ YPC, ILLEGIBLE PER STONE RIDGE TOWNHOMES AT SUNRIVER
1249
316299.03
3259563.17
FOUND 5/8' IR PER STONE RIDGE TOWNHOMES AT SUNRIVER
1250
316661.47
3259820.02
FOUND 5/8' REBAR W/YPC 'LS1068' PER STONE RIDGE TOWNHOMES AT SUNRIVER
1261
315493.91
3259548.03
FOUND 5/8' IR PER CS13938
1262
315507.42
3259551.94
FOUND 5/8' IR PER BUSINESS PARK 1
1263
315511.44
3259490.53
FOUND 5/8' IR PER BUSINESS PARK 1
1264
315730.88
3259620.42
FOUND 5/8' IR PER BUSINESS PARK 1
1265
315758.76
3259513.69
FOUND 5/8' IR PER BUSINESS PARK 1
1267
315877.05
3259895.02
FOUND 5/8' IR PER BUSINESS PARK 1
1268
315870.94
3259914.86
FOUND 5/8' IR PER BUSINESS PARK 1
1270
316266.93
3259668.45
FOUND 5/8' IR PER BUSINESS PARK I
1271
316264.07
3259678.03
FOUND 5/8' IR PER CSO4492
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
Cl
404.76'
960.00'
209'26'
401.77'
S2TOO'34'W
(R4)
-
(960.001
-
-
-
C2
421.62'
1000.00'
24 O9'26'
418.51'
S2TOO'34'W
(RB)
-
(1000.00')
-
-
-
C3
434.27'
1030.00'
24'09'26'
431.06'
S2TOO'34'W
(R7)
(434.27')
(1030.00')
(24 09'261
(431.06')
(S28'25'59'W)
C4
39.27'
25.00'
90'00'01
35.36'
S28'04'10'E
(R2)
(39.271
(25.00)
-
-
-
05
30.43'
25.00'
6T426'
28.59'
S7703'37'Vtl
(R2)
(30.431
(25.001
1 -
-
-
C6
289.88'
280.00'
59'19'03'
277.11'
S665545'W
(R2)
(289.881
(280.00)
-
-
-
C7
69.80'
50.00'
79'58'S5'
64.27'
N5954'12'E
(R2)
(69.511
(50.001
-
-
-
C8
392.70'
250.00'
9TOO'05'
353.56'
S61'55'53'W
(112)
-
(250.00'*)
-
-
-
C9
345.58'
220.00'
9TOO'05'
311.13'
S61'55'53'W
(R2)
(345.58')
(220.001
-
-
-
CIO
78.54'
25.00'
180'00'00'
50.00'
S7304'O9'E
(R2)
(78.54)
(25.00')
180'OO'00'*
-
-
C11
439.83'
280.00'
90'00'05'
395.98'
S28'04'11'E
(112)
(439.821
(280.001
-
-
-
C12
392.70'
250.00'
9900105"
353.56'
S28'04'11'E
(R2)
-
(250.00'*)
-
-
-
C13
345.58'
220.Q0'
9O'00'05'
311.13'
S28'04'11'E
(R2)
(345.58)
(220.00')
-
-
-
C14
341.36'
250.00'
7814'060
315.46'
S6748'53'W
C26
51.34'
250.00'
11'45'59'
51.25'
S2748'50'W
53285, 1230
_ . 23254' i23
N315205 �4 `� 268)(R12)
C0414ION AREA �117)
VOL. 14J PG. 247
Z
0 80
1 INCH = 80 FT.
rS -13-7 0
REGISTERED
PROFESSIONAL
LAND_SURN EYOR
OREGON
DULY 11, 2023
COREY PACHEC
101863
EXPIRES: 12-31-2026
Cj
S
CS 2 15 0 7
NOTE: SEE SHEET 3 FOR CURVE DATA NOT LISTED ON THIS SHEET
RECORD OF SURVEY
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH CENTURY DRIVE DESIGN PROJECT
LOCATED IN THE SOUTH HALF (Si/2) OF SECTION 5 AND THE
NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 8,
TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF SUNRIVER, DESCHUTES COUNTY, OREGON
li
Qoo
oov
OL
;U 166PG75
' PT
N:314788.78
'IIN89*30'15V 1199.00' E3258188.40
SPRING RIVER RD
(JOHN PETERS ROAD CJ 4-259) ,
j_S8T6770 21N 1104.91'
(N8S31'07'W)(RB) - L6
1241
S89-01.34-W 998.26' �
(S8925'08'W 998.22)(118)(119)
SEE SH!
IR,4CT B
NAlFR WrD®
va " Pa 6w
LEGEND
5 FOR
DETAaS
C18
C19
R
Q
SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE'
FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS
TABLE', HELD UNLESS OTHERWISE NOTED
❑
CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE
NOTED
FOUND SECTION CORNER AS DESCRIBED IN 'FOUND
MONUMENTS TABLE'; HELD
p0ma
FOUND QUARTER SECTION CORNER AS DESCRIBED IN
'FOUND MONUMENTS TABLE'; HELD
(Rj)
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
®
MONUMENT NUMBER. SEE TABLE
®
CONTROL NUMBER. SEE TABLE
0. NO.
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL
RECORDS
PP NO.
PARTITION PLAT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
ROW
RIGHT-OF-WAY
DED
DEDICATION
IR
IRON ROD
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
DCSO
DESCHUTES COUNTY SURVEYORS OFFICE
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
CJ
COMMISSIONERS JOURNAL PER DCOR
CALCULATED MEASUREMENT
Lo
M
O
W
CALCULATED 1/16
C2
11 �.
60.00'
J
1243
1
0
Ck: 3 tl:
o
� � �
co v cV
Lo M p cfl w
Of PO O W M
o b
N m ��
a0 �� Qf e- O
Go b 17
v N Q ix
^ N
.�
C) N ul
4 O
N
w! tp
Go
io o
cn wl
wl
1 W
w o , co
cn - o
z
`o co
W
W
co
Sri
V `d- V)
c� ao
� \ 1252
co
z o
cn
mz
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
9
315110.93
3259250.37
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
10
314894.49
3259092.27
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
11
314764.84
3258467.16
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
17
314535.92
3258451.09
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
18
1 314818.59
j 3258914.73
1 SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
Ran NNE= owns mum
SEE SHEET 2
co
� � h
h
h
80 OD�
ol
� + �
. 1230
00,
00,
i
/ h
Gh h
/
CENTERLINE RD01998 (RB)
/ ro
aW" AREA (17)
t& 14J PO 2471 � 1 /
-
� o a ee G�� �� Pi/ o
�h
%Q -�H G 1 N:314836.24
50 c�9 E3259232.89 �� y
222.48'
L3
2519' 15'W 429.41' / - - _...._ --
31520 • �
1 N 32593�4 �� L2 N
(N84 43'20'E 429.63')(RB - - - - - --- /NST. N0. o
N8519'15'E 429.41 18 ��0 1236 -/
1992 27207
( 22'o1-W 210.03')(RI2) 1238 ,
1239 S8519' 15'W 209.94'
S30" 22'37'W 48.64'
(S30'24'43'W 48.63')(R11)
(S30'24'43'W 48.63')(1112)
- ROW DED INST. NO.
2007-12577
30.00' PARCEL 2
N VU
I
60.00' 1'
'I 'SEE SHEET 4
223.62'
SOUTH ROW PER (223.621(R10)(R11) (223.62)(R12)
CALDERA PHI 05710'300
(05'10'301(RB)
(05-10-31'(R1 O*)(R11 *)(R12)
on
0 �
00
V900
00
273.20 (273.29)(R10*)(R12)
BEARS N39'51'540E 0.19' t 235
FROM PT. NOT HELD
AXNO.J2412
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTUIG
1
DESCRIPTION
1230
315197.11
3259342-75
FOUND 2' ALUMINUM CAP MARKED 'S&F LAID SERVICES' PER CS19523
1231
315048.11
3259271.75
FOUND 2' ALUMINUM CAP MARKED 'S&F LAID SERVICES' PER CS19523
1232
314974.54
3259275.03
FOUND 5/8' IR PER BUSINESS PARK 1
1233
314926.70
3259160.11
FOUND 2' ALUMINUM CAP MARKED 'S&F LAND SERVICES' PER CS19523
1234
314783.43
3259216.81
FOUND 5/8' IR PER BUSINESS PARK 1
1235
314784.17
3259144.60
FOUND 5/8' IR W/ YPC, ILLEGIBLE PER CALDERA PHASE 1
1236
314843.36
3259017.70
FOUND 5/8' IR W/2' AL CAP MARKED 'S&F LAND SERVICES' PER CS19523
1237
314786.47
3258871.41
FOUND 5/8' IR NO CAP PER CALDERA PHASE 1
1238
314805.63
3258857.16
FOUND 5/8' IR W/2' AL CAP MARKED 'S&F LAND SERVICES' PER CS19523
1239
314788.38
3258647.80
FOUND 5/8' IR W/YPC MARKED 'W&H PACIFIC PER CALDERA PHASE 1
1241
314759.19
3258141.12
FOUND 5/8-IR PER CSO4506
1242
314760.79
3258240.90
FFOUND 5/8' IR PER CSO4507
1243
314691.04
3258393.77
FOUND 5/8' RB W/ 2' AL CAP MARKED 'DESCHUTES COUNTY PUBLIC WORKS LS1031' PER CSO4508
1251
314149.43
3258385.99
FOUND 5/8' IR PER CSO4508
1252
314246.03
3258447.20
FOUND 5/8' IR PER PARTITION PLAT 2009-8
1253
314049.60
325&W.85
FOUND 5/8' IR W/2' AL CAP MARKED 'DESCHUTES COUNTY PUBLIC WORKS R/W LS 1031' PER CSO4508
1260
314048.36
3258443.92
FOUND 5/8' IR W/2' AL CAP MARKED -DESCHUTES COUNTY PUBLIC WORKS R/W LS 1031' PER CSO4508
1450
314779.70
3259647.84
FOUND 3-1/4' ALUMINUM CAP MARKED 120S R11E 1/4 S5 S8 PLS 930' PER CSO4379
0 80
1 INCH = 80 FT.
����o � 9
Q�'v
o Boa o�
(72.16')(R12)
(72.151(R10) (431.41')(R2) (431.10')(R12)
72.21 431.04'
1234
N89'30'15'W 1282.03' - 1450 TO CALC 1/16
(S89'53'50'W 2564.43')(R2) (S89'53'35'W 1282.11 �(R8)
(N8T27'28'W 1282.11)(R10)(R11)
(N8T27'28'W 1282.13' (1112)
LINE TABLE
LINE NO.
LENGTH
BEARING
L1
356.72'
S1655'51 V
(RB)
(356.641
(S16'20'43'W)
L2
356.72'
S85'19'15V
(RB)
(356.64')
(S84 43'20-W)
L3
169.31'
S85'19'15'W
(R10)
-
(S85'22'01'W)
(R11)
(169.431
(S8522'01'W)
L4
76.79'
SO'51'59V
(R10)
(76.901
(SO'53'39'W)
L5
124.72'
S8TO1'34'W
(R9)
(124.80')
(S88'25'O8'W)
L6
99.82'
S8TO1'34'W
(R8)(R9)
(99.87)
(R1)(R2)
(100.00')
(S8TO3'04'W)
(R5)
(99.82')
(S&r02'42-W)
3 -13 ' zxz-S
REGISTERED
PROFESSIONAL
OREGON
DULY 11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2026
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C15
590.85'
495.00'
68'23'25'
556.39'
S51'07'33'W
C16
662.47'
555.00'
68'2325'
623.83'
S51'07'33'W
(R12)*
(662.411
(555.00)
(68'23'021
(623.78')
(S51'10130'W)
C17
626.66'
525.00'
6823'25'
590.11'
S51'07'33'W
(1112)
(626.60')
(525.001
(68-23.021
(590.07')
(S51'10'30'W)
(RB)
(626.541
(525.00')
(68 22'37)
(590.011
(S50'32'01'W)
C22
100.15'
16553.16'
O'20'48'
100.15'
S01'02'23" W
(R10)(R11)
(100.201
(16553.16')
(0-20.491
(100.20')
(SO1'04'30'W)
(R6)
-
(16553.16')
(0-20-481
-
-
C23
99.97'
16523.16'
(Y20'48*
99.97'
SO1'02'23'W
(R6)
(100.001
(16523.16')
1 (0'20'481
-
-
C24
99.79'
16493.16'
0'20'48'
99.79'
S01'02'23'W
(R8)
(99.82')
(16440.47')
(0-20-521
(99.82')
(S00'26'28'W)
(R5)
(99.83)
(16493.161
(0'20'491
(99.831
(SO1'04'30'W)
(R6)
-
(16493.161
(0-20-481
-
-
C27
165.56'
555.00'
1 T05'28'
164.94'
S25 2835'W
(R12)
(165.60')
(555.001
(1705.451
(164.99')
(S2531'52'W)
C28
165.56'
555.00'
1 T05'31'
164.95'
S4234'05'W
(R12)
(165.60')
(555.001
(1705'451
(164.99')
(S42'037'W)
C29
165.65'
555.00'
1706'05'
165.04'
S5T39'53'W
(R12)
(165.60)
(555.00')
(1705.451
(164.99)
(S59'43'23'W)
C30
165.69'
555.00"
1 T06'20'
165.08'
S76'46'05'W
(R12)
(165.60)
(555.00)
(17'05.451
(164.991
(S76'49'08'W)
C18
141.35'
3570.00'
716'07'
141.34'
S8627'19'W
C19
238.53'
3600.00'
3'4747'
238.49'
S87*13'09'W
(RB)
(238.53')
(3600.00')
(S47'471
(238.49')
(S86'37'13-W)
C20
29.40'
3630.Q0'
O'27'50'
29AV
S8505'32'W
(R10)
(29.27)
(3630.00')
(0'2743'
(29.27)
(S86'08'27'W)
c^
N
0
CS 2 15 0 1
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1207
314801.89
3257083.88
FOUND 3-1/4' BRASS CAP MARKED 'T20S R11E S6 S5 S7 S8 1973' PER CSO4498
1240
314752.86
3257781.38
FOUND 5/8' IR PER CROSS WATER
1241
314759.19
3258141.12
FOUND 5/8' IR PER CSO4506
1253
314049.60
3258383.85
FOUND 5/8' IR W/2' AL CAP MARKED 'DESCHUTES COUNTY PUBLIC WORKS R/W LS 1031' PER CSO4508
1256
314740.83
3257080.79
FOUND 5/8' IR NO CAP PER CS11509
1257
310472.48
3258308.08
FOUND 5/8' IR W/2' AL CAP MARKED 'DESCHUTES COUNTY PUBLIC WORKS R/W LS 1034' PER CSO4508
1258
312210.42
3258344.94
FOUND 5/8' IR W/ YPC MARKED 'WH PACIFIC' PER CALDERA PHASE 1
1259
312127.40
3258344.22
FOUND 5/8' IR W/ YPC MARKED 'WH PACIFIC' PER CALDERA PHASE 1
1260
314048.36
3258443.92
FOUND 5/8' IR W/2' AL CAP MARKED 'DESCHUTES COUNTY PUBLIC WORKS R/W LS 1031' PER CSO4508
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1
312446.08
3258516.29
SET 5/8' IR W/ RPC MARKED 'PARAMErW
13
314765.32
3257638.30
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
14
314741.52
3257096.90
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
z
0 80
1 INCH = 80 FT.
C22 12so
E=-
' o
C23
LEGEND
Q SET' PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE'
FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS
TABLE ; HELD UNLESS OTHERWISE NOTED
❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE
NOTED
11
i' LI
ROW
DIED
R
YPC
RPC
DCSO
DCOR
Cd
s
FOUND SECTION CORNER AS DESCRIBED IN 'FOUND
MONUMENTS TABLE'; HELD
FOUND QUARTER SECTION CORNER AS DESCRIBED IN
'FOUND MONUMENTS TABLE'; HELD
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
MONUMENT NUMBER. SEE TABLE
CONTROL NUMBER. SEE TABLE
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL
RECORDS
PARTITION PLAT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
RIGHT-OF-WAY
DEDICATION
IRON ROD
YELLOW PLASTIC CAP
RED PLASTIC CAP
DESCHUTES COUNTY SURVEYORS OFFICE
DESCHUTES COUNTY OFFICIAL RECORDS
COMMISSIONERS JOURNAL PER DOOR
CALCULATED MEASUREMENT
O
O O
00
ppD PA4M 2
N01'12'47'E 3577.97" (S01.1548'E 3577.97)(R10)(1111)
PT N:314048.96 E82 3258413.
(N01'15'51'E 3578.06')(R6)
- -- - - - N01'12'47" E 3577.97'
SOUTH CENTURY nR -
C24 1253 1839.58' (1839.58')(R1
1253 TO 1257 S01'12'47'W 3577.97' (SO1'15'480E 3577.95)(R1O)
0
Z2
v
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DULY 11, 2023
OREY PACHECO
101863
EXPIRES: 12-31-2026
RECORD OF SURVEY � N
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH CENTURY DRIVE DESIGN PROJECT o
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 5 AND THE
NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 8,
TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF SUNRIVER, DESCHUTES COUNTY, OREGON
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C21
(R8)
62.24'
(62.03')*
11429.16'
(11429.161
0'18'43'
(0'18'431*
62.24'
-
S88 52'12'W
-
END
N:310471.80
E:3258338.08
0
0 : 1 7
0
- - o
- - - _o
0
M 1258 1259 "'
1738.38"
1.10' EAST OF ROW (1738.37)(R10)
a p 0
tW
�
Va 156 X 75 0 80
1 INCH = 80 FT.
1207 6
7
0
M 5
0
_o
�8
C
z � �
Q
0.36' NORTHERLY
M o
z w
>
OF ROW
1256
�� C21
-�
14
�
NORTH LINE OF
1908 ESTABLISHMENT PER (RA)
N8T30115V 1199.00'
1207 TO CALCULATED 1/16 CORNER N8T30'15'W 1282.03' �10.57' (10.57')(RB) g
_ o
Cn
a 445.12' 444.60' (444.52)(RB) - H---19.43' (19.43')(RB) - - rW
N89'07'02" E 1104.91'
(N88'31'07'W)(RB) 13 -240
638.46' (638.49')(R9) BEARS S87*00'177E 445.41' FROM 1207
(S8736'11'E 445.41)(RB)
TRACT B S89'01'34'W 998.26' (S88'25'08'W 998.221(R8)(R9)
00' 00j�D 9 SOUTH ROW DEDICATED PER
�lg�G�0 41 CROSSWATER PHASES 1 AND 2
NORTH LINE OF CENTER LINE OF
RD01998 (RB) 1908 ESTABLISHMENT PER (RA)
W '
SPRING RIVER ROAD
(JOHN PETERS ROAD CJ 4-259) r
359.80' (359.73')(R9)
TRACT F o
SOUTH LINE OF -� )
1908 ESTABLISHMENT PER (RA) ( o
z
W
1257
JOB NO.
297-2509-013 - VENTURE
PREPARED FOR:
DESCHUTES COUNTY
JOB NAME: S. CENTURY DR CORRIDOR
DRAWN:
WRO
■
Parametrik
150 NW Pacific Park Lane, Suite 110 * Bend, OR 97701
Ph: 541.508.7710
CHECKED: CAP/DM
SCALE: "
1 = 80'
DATE: MARCH 2O25
2 150 7
SURVEY NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE CENTERLINE, RIGHT-OF-WAY BOUNDARIES,
LOCATE ALL EXISTING MONUMENTS, AND ESTABLISH HORIZONTAL CONTROL (PER ORS 209.155)
ALONG THE RIGHTS -OF -WAY OF SOUTH CENTURY DRIVE AND SPRING RIVER ROAD (JOHN PETERS
ROAD) FOR FUTURE IMPROVEMENTS AND REALIGNMENT FOR THE DESCHUTES COUNTYS CENTURY
DRIVE CORRIDOR IMPROVEMENT PROJECT. LOCATED IN SECTIONS 5 AND 8 IN TOWNSHIP 20 SOUTH,
RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY OREGON.
BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS),
DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION.
THE BEARING BETWEEN PARAMETRIX CONTROL NUMBER 1 AND 2 1202 AND 1220 IS N1857'227E
(SHEET 1).
THE FOLLOWING IS A BREAKDOWN OF THE RESOLUTION OF EACH STREET OR SECTION WITHIN THE
PROJECT LIMITS:
SOUTH CENTURY DRIVE (NORTH -SOUTH PORTION, SOUTH OF SECTION L1NE�
THE NORTH -SOUTH PORTION OF SOUTH CENTURY DRIVE LYING SOUTH OF THE SECTION LINE
BETWEEN SECTIONS 5 AND 8 WAS ORIGINALLY MONUMENTED IN BY DESCHUTES COUNTY IN CSO4508
(R6). WITHIN THIS SURVEY, IT WAS DISCUSSED THAT THREE (3) DIFFERENT RECORDS WERE
RESEARCHED FOR THE RESOLUTION AND THE RECORDS GENERALLY FOLLOWED THE COURSE OF THE
EXISTING ROAD. THE RESOLUTION SHOWN HEREON IS THE RESULT OF HOLDING THE RECORD ROAD
DATA PER SAID CSO4508 (R6) AND THE FOUND HELD MONUMENTS ALONG THE EAST AND WEST
RIGHTS -OF -WAY (1257, 1258, 1253, 1260, AND 1243). ALL HELD MONUMENTS AND THE EXISTING
AS -BUILT ROAD FIT WITHIN REASONABLE TOLERANCES TO THE RESOLVED CENTERLINE AND
RIGHT-OF-WAY LINES. AS STATED IN CSO4508 (R6) THE ROAD GENERALLY FOLLOWS THE COURSE
OF POWELL BUTTE - PAULINA CREEK COUNTY ROAD (RE), THE DALLES CALIFORNIA HIGHWAY ALIEN
RANCH SECTION DATED 1920 (RC), AND THE DALLES-CALIFORNIA HIGHWAY ALLEN RANCH-KLAMATH
COUNTY DATED 1920 (RD) (RC, RD, RE INFORMATION NOT USED FOR THIS SURVEY). NO STRONG
INDICATION WAS MADE IN CSO4508 (R6) OR THIS SURVEY AS TO THOSE COUNTY ROADS TRUE
LOCATIONS.
THE FOUND MONUMENT (1259) ORIGINALLY WAS SET AT THE CW1/16 OF SECTION 8 IN CALDERA
SPRINGS, PHASE ONE (R10). IT APPEARS THIS MONUMENT WAS INTENDED TO ALSO FALL ON THE
WEST RIGHT-OF-WAY LINE OF THIS PORTION OF ROAD, THOUGH NO CALL WAS MADE IN THIS PLAT.
AN ATTEMPT WAS MADE TO UTILIZE THIS MONUMENT ALONG THE RIGHT-OF-WAY LINE, BUT IT FELL
CONSIDERABLY OUTSIDE TOLERANCE. THIS MONUMENT WAS USED FOR THE CW1/16 OF SAID SECTION
8 BUT NOT USED FOR RIGHT-OF-WAY RESOLUTION. REMAINING MONUMENTS FELL ON LINE UNLESS
NOTED OTHERWISE.
VENTURE LANE
A PORTION OF VENTURE LANE WAS RESOLVED BY HOLDING A LINE PARALLEL WITH AND 50 FEET
EASTERLY OF THE RESOLVED WEST RIGHT-OF-WAY LINE OF SOUTH CENTURY DRIVE (SHEET 2). WITH
THIS LINE THE RECORD DIMENSIONS AND FOUND MONUMENTS WERE HELD ALONG THE
RIGHT-OF-WAY LINES. THIS RESOLUTION AGREES WITH THE RECORD DIMENSIONS AND FOUND HELD
MONUMENTS PER THEIR ORIGINAL PLATTING OF BUSINESS PARK 1.
SPRING RIVER ROAD LJOHN PETERS ROAD 1908 ESTABLISHMENT
SPRING RIVER ROAD WAS ORIGINALLY ESTABLISHED AS JOHN PETERS ROAD IN CROOK COUNTY
COMMISSIONERS JOURNAL 4 PAGE 259 IN 1908 AS A 60-FOOT WIDE RIGHT-OF-WAY. WITHIN THE
SURVEYOR REPORT (RA) PER THIS COMMISSIONER JOURNAL, THE CENTERLINE WAS TO BEGIN ON
THE SECTION LINE 22 CHAINS EAST OF THE SECTION CORNER COMMON TO SECTIONS 5, 6, 7, AND
8 THEN TRAVEL ALONG THE SECTION LINE WEST TO SAID SECTION CORNER. SAID COMMISSIONERS
JOURNAL WAS THE ONLY ESTABLISHMENT FOUND PRIOR TO THE DEDICATIONS IN CROSSWATER
PHASES 1 AND 2 AND CALDERA SPRINGS, PHASE ONE.
GEORGE COOK PREPARED A ROAD RECONSTRUCTION PLAN 1975 FOUND IN RD01998 (RB). THE
CENTERLINE BEGINS 444.52 FEET EASTERLY FROM THE SECTION CORNER AND TRAVELS EAST AND
NORTH. BUSINESS PARK PHASE 1 (112), CSO4492 (R4), STONE RIDGE TOWNHOMES AT SUNRIVER
(R7), CALDERA SPRINGS, PHASE ONE (RIO), AND CS19523 (R12) ALL GENERALLY FOLLOW THIS
ROAD LAYOUT AND DATA THROUGHOUT.
CROSSWATER PHASES 1 AND 2 (R9) DEDICATES TRACT A AND E, BOTH VARIABLE WIDTH
RIGHTS -OF -WAY SOUTH OF THE SECTION LINE IN AREA OF THE NORTHWEST ONE -QUARTER (NW1/4)
OF THE NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 8 EXCEPT ANY PORTION NORTH OF
WARRANTY DEED VOL 348 PG. 688.
THE RESOLVED CENTERLINE HERE ON IS A COMBINATION OF HOLDING THE FOUND HELD MONUMENTS
ALONG THE RIGHT-OF-WAY LINES AND RECORD DATA FOUND IN RD01998, SURVEYOR'S REPORT
(RA), AND CROSSWATER PHASES 1 AND 2 AND IS DESCRIBED AS FOLLOWS:
THE CENTERLINE NORTH OF C17 (SHEET 2 AND 3) WAS RESOLVED BY HOLDING THE FOUND
MONUMENTS ALONG THE WEST LINE OF BUSINESS PARK I AND COMMON TRACT A OF 'NONE RIDGE
TOWNHOMES AT SUNRIVER' AND 1250 AND THEIR RECORD OFFSETS. HOLDING THE POINT OF
TANGENCY PERPENDICULAR TO 1270, 1271 AND 1249 THE RECORD CURVE DATA FOR C2 (SHEET 2)
WAS USED HELD ALONG WITH MONUMENT 1250. THIS RESOLUTION FITS WITHIN REASONABLE
TOLERANCES TO THE RECORD DIMENSIONS AND THE FOUND HELD MONUMENTS ALONG THE
RIGHT-OF-WAY LINES.
THE PI FOR C17 WAS CALCULATED BY HOLDING THE TANGENT PARALLEL WITH BUSINESS PARK 1
AND A LINE DEFLECTING 0510'30' NORTHERLY OF THE SECTION LINE BETWEEN SECTIONS 5 AND 8
BEGINNING AT MONUMENT 1239. WITH THIS PI, THE RECORD RADIUS OF 525.00 FEET WAS HELD
PER RD01998 (RB). THIS RESOLUTION FITS WITHIN REASONABLE TOLERANCES TO THE FOUND
MONUMENTS ALONG THE RIGHT-OF-WAY LINE AND RECORD DIMENSIONS FOUND ON RD01998.
THE RECORD DIMENSIONS WERE HELD FOR C19 PER RD01998. THE WESTERN TANGENT OF THIS
CURVE WAS PROJECTED WESTERLY TO A POINT PERPENDICULAR TO AND SOUTHERLY OF THE
SECTION CORNER (1207). THIS RESOLUTION FIT WITHIN REASONABLE TOLERANCES TO THE RECORD
CALL ALONG THE SECTION LINE, THE POINT OF BEGINNING PER RD01998, AND THE AS -BUILT
CENTERLINE OF THE CONSTRUCTED ROAD. IT APPEARS THAT THE INTENT FOR THIS PORTION OF
ROAD MAY HAVE BEEN FOR THIS CENTERLINE TO BE 30 FEET SOUTHERLY OF THE SECTION CORNER
(1207) AS IT FITS VERY CLOSE TO THIS DIMENSION HOWEVER NO CALL FOR THIS WAS EVER
VERIFIED.
THE NORTH RIGHT-OF-WAY LINE FROM THE SECTION CORNER (1207) EAST TO THE END OF THE
1908 RESOLUTION (RA) WAS THE RESULT OF HOLDING A 30 FOOT NORTHERLY OFFSET OF THE
SECTION LINE AND CREATING A NON TANGENT INTERSECTION WITH C18 (SHEET 3 AND 6). IT
APPEARS THAT THE INTENT OF THIS PORTION OF ROAD WAS TO FOLLOW A 30 FOOT NORTHERLY
OFFSET CLOSELY RELATED TO THE CENTERLINE OF THE AS -BUILT ROAD.
THE SOUTH RIGHT-OF-WAY LINE FROM THE SECTION CORNER (1207) EAST TO THE END OF THE
1908 RESOLUTION (RA) WAS THE RESULT OF HOLDING THE RECORD DATA OF CORSSWATER PHASES
1 AND 2, AND CALDERA SPRINGS, PHASE ONE AND THEIR RESPECTIVE MONUMENTS SET ALONG THE
SOUTH RIGHT-OF-WAY LINE CALDERA SPRINGS, PHASE ONE DISCUSSES THOR RESOLUTION WAS
THAT OF HOLDING RD01998 (RB) AND CREATING A LINE THAT PARALLELS THE EXISTING AS -BUILT
CENTERLINE THIS RESOLUTION AGREES WITH THE FOUND MONUMENTS ALONG THIS SOUTH LINE AND
THE RECORD DIMENSIONS. THERE IS SOME DISCREPANCY OF THE RIGHT-OF-WAY SHOWN ALONG
THIS PORTION OF ROAD. THE 1908 ESTABLISHMENT WAS ESTABLISHED AS A 30 FOOT OFFSET OF
THE SECTION LINE AND RUNNING 22 CHAINS EASTERLY. THIS PORTION OF ROAD OVERLAPS THE
LINES OF TRACT C OF CROSSWATER, TRACT 5 OF CALDERA SPRINGS, AND PARCEL 1 OF PARTITION
PLAT 2009-8. THE PLATTED LINES WERE HELD AS THE RIGHT-OF-WAY LINES IN THIS AREA
CLUSTER COURT, MEADOW VILLAGE, AND THE REVISED PLAT OF MEADOW VILLAGE (ALL RECORDS NOT
USED PER THIS SURVEY) ALL ACKNOWLEDGE THE EXISTENCE OF THE COUNTY ROAD THROUGH
EXCEPTING OR RESERVING LANGUAGE, THOUGH NEITHER OF THESE INDICATE ANY ASSOCIATION TO
SAID ROAD. BOTH MEADOW VILLAGE AND THE REVISED PLAT OF MEADOW VILLAGE APPEAR TO FOLLOW
CLOSE TO THE TANGENT EAST OF C18 (SHEET 3) BUT WITH NO INDICATION OF THIS INTENTION.
THERE IS A POSSIBLE GAP BETWEEN THE NORTH RIGHT-OF-WAY LINE AND THE SOUTH LINE OF THE
REVISED PLAT OF MEADOW VILLAGE (THIS SHEET).
THE DEPICTION OF COMMON AREA 17 PER VOLUME 143 PAGE 2471 DOES NOT CALL OUT ANY
RECORD DIMENSIONS FOR THIS PORTION OF ROAD OR THE CURVE TO THE SOUTH THOUGH IT DOES
GENERALLY FOLLOW THE GEOMETRY OF THE RESOLVED CENTERLINE SHOWN HEREIN. THIS DEED DOES
STATE 'SOUTH AND SOUTHWESTERLY ALONG THE WEST RIGHT-OF-WAY LINE OF A COUNTY ROAD.
NORTH LINE 1908 ESTABLISHMENT (RA) W agmgp2�00� o
C18
N89'30'15'W
NORTH LINE RD01998 (RB)
- N89'30'15'W
S8TO7'02V
�n °O
! M
W "i
M
! .M- La �
ICnnM
I o
v-
1241
-
S89'01'34'W
SOUTH LINE PER CROSSWATER
DETAIL 'B'
SCALE 10=5'
L6
SOUTH LINE 1908 ESTABLISHMENT (RA)
C19
C25 �-
SPRING RIVER ROAD
PETERS ROAD)
(JOHN INTERSECTION
N:314800.26
E:3258425.48
ma
• .::
SPRING RIVER ROAD
SECTION LINE INTERSECTION (JOHN PETERS ROAD) N
N:314791.51
E:3258283.60 C19
Co
-- -----------
! S8T07'02V 119.31'
°r ! (S88'31'07'W 119.31')(RB) PI
o ; N:314790.62
C4 I E:3258307.70 n
f+i ! 22
W Lo IF1
~i0;9
�o
M Z!
0
S8619$I5N
Of \-C31
ull
CI N
ZW
U0 5
1 INCH = 5 FT.
O
- Co - -
C25 INTERSECTION SOUTH CENTURY TO PT
78.91'
45.82'
SOUTH LINE 1908 ESTABLISHMENT (RA)
�'
cc
CO
k: N
00 N !
��IN
C> Cn
o (n C20
o
W
to
N
O
0
z
w
0
0
C
w
0
O
a
3.00,
RECORD OF SURVEY c?
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY 'V
SOUTH CENTURY DRIVE DESIGN PROJECT
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 5 AND THE o
ti
NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 8,
TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF SUNRIVER, DESCHUTES COUNTY, OREGON
LEGEND
0 SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' ROW RIGHT-OF-WAY
DIED DEDICATION
■ FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS R IRON ROD
TABLE', HELD UNLESS OTHERWISE NOTED
YPC YELLOW PLASTIC CAP
❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE
NOTED RPC RED PLASTIC CAP
DCSO DESCHUTES COUNTY SURVEYORS OFFICE
FOUND SECTION CORNER AS DESCRIBED IN 'FOUND DOOR DESCHUTES COUNTY OFFICIAL RECORDS
MONUMENTS TABLE% HELD CJ COMMISSIONERS JOURNAL PER DCOR
0*04 FOUND QUARTER SECTION CORNER AS DESCRIBED IN ; CALCULATED MEASUREMENT
'FOUND MONUMENTS TABLE'; HELD
(Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
® MONUMENT NUMBER. SEE TABLE
## CONTROL NUMBER. SEE TABLE
INST. N0. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL
RECORDS
PP NO. PARTITION PLAT NUMBER PER DESCHUTES N
COUNTY OFFICIAL RECORDS
Ogg 20
d w 1 INCH = 20 FT.
osvogy 58519'15'W
S8519'15'W
(cad el'?0'W 11'
- SOUTH LINE
I
PER CALDERA PHASE 1 (R10
cc
I°
U
j
N o0
WCo
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1241
314759.19
3258141.12
FOUND 5/8' IR PER CSO4506
1242
314760.79
3258240.90
FFOUND 5/8'IR PER CSO4507
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTUIG
DESCRIPTION
11
314764.84
3258467.16
SET 5/8' IR W/ RPC MARKED 'PARAMETRIX'
REGISTERED
PROFESSIONAL
POSSIBLE GAP OR UNDEDICATED ROW
SEE NARRATIVE
'� SOUTH CENTURY DRIVE
4:314800.35
73258426.61
SEE DUAL 'B' TM SHEET S8519' 15"W
END 1908 ESTABLISHMENT
N: 314789.32
E 3258535.83
1452 00' EASTERLY FROM 1207 ALONG SECTION LINE
(EAST 22 CHAINS)(RA)
SOUTH LINE PER CALDERA PHASE 1 (R10)
p 22' N 24.071(R11)
rS8519' 15'W 24.07L3
1
! 11
moo!
0
o C) Z ROW DED PER R11
o
, )! %
C"i SOUTH LINE 1908 ESTABLISHMENT (RA)
r7 p I
o
CnEn
CD
000
nQo MfCZZ 1
0
0
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C25
237.40'
3600.00'
S4642'
237.36'
N8713'41'E
C31
1.14'
3600.00'
901'05'
1.14'
N8619'48'E
NOTE SEE SHEET 3 FOR CURVE AND LINE DATA NOT LISTED
JOB NO. 297-2509-013 - VENTURE
JOB NAME: S. CENTURY DR CORRIDOR
PREPARED FOR:
DESCHUTES COUNTY
DRAWN: WRO
Lo
�
■
Para etrlk
OREGON
CHECKED: CAP/DM
JULY 11, 2023
Ul)
COREY PACHECO
C5
150 NVV Pacific Park Lane, Suite 110 • Bend, OR 97701
SCALE:
101863
z
1 = 20
Ph:541.508.7710
DATE: MARCH 2O25
EXPIRES:12-31-2026
=
- C 0 5 t Z $3 ����! � C� �I it
� '9IEYOR
Fs I L E 0DYLdlZo2S Y. �a111/!S