HomeMy WebLinkAboutSurvey 21340SHEET 1 OF 1
A 4 BASIS OF BEARINGS
(S77'50'07"E 60.00')R2
•- 105 S77'54'22"E 60.00'
oo� Ro o _ PREPARED FOR
$ �; ^ o o CITY OF BEND
`? `v N o 745 NW BOND STREET
BEND, OR 97701
30.00, c.d
30.00,
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REFERENCES
10 N
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( )R1 RECORD INFORMATION PER "PROVIDENCE PHASE 3% BY JOEL G.
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C6"
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J
SMITH, FILED MARCH 19, 1992, AS COUNTY SURVEY 10369
N
LOT 10
( )R2 RECORD INFORMATION PER "PROVIDENCE PHASE 6", BY JOEL G.
00
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ENCE
SMITH, FILED MAY 6, 1993, AS COUNTY SURVEY 11458
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LLI PHASE
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C7 L=13.61'
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SCALE: 1 "= 40 FEET
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LOT 25 40 0 8 20 40
INSTRUMENT NUMBER
1991-038601 DESCHUTES
COUNTY OFFICIAL RECORDS 104 N67'27'43"E 8.00'
(N67'31'58"E 8.00')R2
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,50p0 LOT 26
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N89'59'15�W 8.00'
(N89 55 00 W 8.00 )R2
LOT 1
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LOT 13
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RECORD OF SURVEY
PRE- CONSTRUCTION
LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 169 2024
LINE TABLE
LINE
BEARING AND DISTANCE
L1
R2
N82010'45"E 23.16'
(N82-15'00"E 23.16')
L2
R2
N8210'45"E 36.84'
(N8215'00"E 36.84')
L3
R2
N6810'45"E 36.84'
(N6815'00"E 36.84')
BASIS OF BEARINGSMORIZONTAL DATUM
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COGS), DERIVED FROM THE OREGON
REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION. THE BEARING OF THE NORTH PLAT BOUNDARY
OF 'PROVIDENCE PHASE 6' IS SOUTH 77054'22" EAST.
IlYelV1lll
HA
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND PERPETUATE EXISTING SURVEY MONUMENTS PURSUANT TO ORS 209.155,
ESTABLISH THE WESTERLY AND EASTERLY RIGHT-OF-WAY LINES FOR A PORTION OF PROVIDENCE DRIVE, AND ESTABLISH THE
NORTHERLY AND SOUTHERLY RIGHT-OF-WAY LINES FOR A PORTION OF BARRINGTON COURT.
FIELD WORK WAS COMPLETED JULY 12, 2023, AND REVISITED MAY 16, 2024.
CENTERLINE STATIONING IS BASED ON AN ASSUMED ALIGNMENT.
THE PLAT OF "PROVIDENCE PHASE 6" DEDICATED A 60.00 FOOT WIDE RIGHT-OF-WAY FOR PROVIDENCE DRIVE AND BARRINGTON
COURT. THE PLATTED RIGHT-OF-WAY LINES WERE ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENTS OF "PROVIDENCE PHASE
3" AND "PROVIDENCE PHASE 6". ALL ANGLES, LENGTHS, AND CURVE DATA, PER "PROVIDENCE PHASE 6" WERE HELD AND ROTATED
00'04'15" TO SAID FOUND PLAT MONUMENTS..
SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLE
FOUND MONUMENT, SEE CONTROL AND MONUMENT TABLE
UAII:1:3:0kh/:ll[ll i�
W/YPC
WITH A YELLOW PLASTIC CAP
IR
IRON ROD
RM
REFERENCE MONUMENT
DC
DAMAGED ILLEGIBLE CAP
PI
POINT OF INTERSECTION
PT RIGHT-OF-WAY PONT OF TANGENCY
PCC RIGHT-OF-WAY POINT OF COMPOUND CURVATURE
POC POINT ON RIGHT-OF-WAY CURVE
L LEFT OF CENTERLINE
R RIGHT OF CENTERLINE
CA CENTERLINE
STA STATION
,r
Alz-if! Xi
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
600.00'
49029'13"
518.23'
S12'38'58"E 502.27'
C2
600.00'
19054'53"
208.55'
S02008'12"W 207.50'
R2
(600.00'
1905453"
208.55'
S0212'27"W 207.50')
C3
600.00'
29'34'20"
309.68'
S22'36'25"E 306.25'
R2
(600.00'
29034'20"
309.68'
S22032'1 A 306.25')
C4
300.00'
14'00'00"
73.30'
N7510'45"E 73.12'
R2
(300.00'
14'00'00"
73.30'
N7515'00"E 73.12')
C5
630.00'
41005'47"
451.88'
S08'27'15"E 442.25'
R2
(630.00'
41'05'47"
451.88'
S08023'00"E 442.25')
C6
570.00'
15059'12"
159.04'
SO4'06'02"W 158.53'
R2
(570.00'
15'59'12"
159.04'
S041O'17"W 158.53')
C7
8.00'
97'27'48"
13.61'
S52037'28"E 12.03'
R2
(8.00'
97'27'48"
13.61'
S52'33'13"E 12.03')
C8
270.00'
10'27'53"
49.31'
N73'24'42"E 49.25'
R2
(270.00'
10'27'53"
4931'
N73028'57"E 49.25')
C9
330.00'
1014'34"
58.99'
N7419'42"E 58.92'
R2
(330.00'
101434"
58.99'
N74023'57"E 58.92')
C10
8.00'
91'06'30"
12.72'
S33'53'44"W 11.42'
R2
(8.00'
91'06'30"
12.72'
S33057'59"W 11.42)
C11
570.00'
10052'46"
108.23'
S17'05'54"E 108.07'
R2
(570.00'
1005246"
108.23'
S17'01'39"E 108.07')
CONTROL AND MONUMENT TABLE
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2
386375.11
3306991.93
5+58.57
23.90' L
AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR."
3
386648.75
3306896.29
8+46.94
18.06' R
AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR."
4
386928.84
3306860.50
11+29.63
18.33' L
AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR."
100
386739.38
3306902.84
9+39.89
38.98' R
FOUND 5/8" IR; PER R2; HELD FOR PCC
101
386711.90
3306926.99
9+07.24
60.00' R
FOUND 5/8" IR W/YPC, DC; PER RZ HELD FOR PI
103
386479.92
3306918.97
6+81.69
23.02' L
FOUND 1 /2" IR W/YPC INSCRIBED "TERRASCOPE"; PER RZ HELD FOR RM TO POC
104
386563.83
3306928.11
7+53.12
22.00' R
FOUND 1 /2" IR W/YPC INSCRIBED "TERRASCOPE"; PER RZ HELD FOR RM TO POC
105
386915.69
3306853.77
11+15.79
22.00' L
FOUND 5/8" IR W/YPC, DC; PER R1; HELD FOR RM TO POC
106
386906.48
3306896.79
11 +15.79
22.00' R
FOUND 5/8" IR W/YPC, DC; PER R1; HELD FOR RM TO POC
119
386725.59
3306961.18
9+17.85
95.66' R
FOUND 5/8" IR W/YPC, DC; PER R2; HELD FOR PT
6/ZV/ZaLy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 1192021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
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�$ 21340�