HomeMy WebLinkAboutSurvey 20352.� + +
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PHASE V
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\ 16 PHASE VII
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26
-_ 301 6
30' � l
25
00
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24 -:� SP
°0 79 RUCEWOOD
Q DRIVE (60 )
23 I z � �- — --,
I� I $
I 'SW' 26+42.47 PCC M 79
N d"
22
25+90.85 PC � 78
BRONZEW00p \ �'
AVE (60)-
MATCH LINE A
MATCH LINE A
_ Q 10 NARRATIVE
o
THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF THE CITY OF BEND, IS TO PRESERVE
19 AND PERPETUATE THE LOCATIONS OF EXISTING MONUMENTS DURING STREET REPAVING IN ACCORDANCE
91 _ WITH ORS 209.155. UPON CONSULTATION WITH THE DESCHUTES COUNTY SURVEYOR, IT WAS DECIDED
11 THAT WHEN WE RECOVERED MONUMENTS BEFORE THE GRIND INLAY/OVERLAY, THAT WE WOULD
Q'
I Q� ,n HAMMER DOWN THE MONUMENTS A FEW TENTHS OF A FOOT INTO THE PAVEMENT, SO THE MONUMENTS
mom WOULD NOT BE DISTURBED DURING THE REPAVING. AFTER PAVING WAS COMPLETED, S&F VERIFIED THE
18 / MONUMENT POSITIONS BY STAKING OUT EACH MONUMENT AND SEARCHING WITH A METAL DETECTOR,
I / _ NOTING THE CUT IN ELEVATION FROM THE ORIGINAL MEASUREMENT. FOUND CENTERLINE MONUMENTS
I / \ ARE BURIED UNDER A LIFT OF NEW ASPHALT.
1 _ �
I / 17 \ I 12 WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO
/ DETERMINE WHERE RECORD MONUMENTS FELL WITHIN THE EXISTING PAVEMENT. MONUMENTS WERE
7 PT 78 O O 78 ` VISITED IN APRIL 2020, ROAD REPAVING FOR FAIRWOOD WAS COMPLETED JULY 2020, AND
SHADOWOOD WAS COMPLETED IN AUGUST 2020.
I�
'SW' 21+91.18 PRC - 13 NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY
O
RECORD PROPERTY LINES OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED. THE
78 N PLATS AND ROADS SHOWN WERE NOT RETRACED, AND THE CENTERLINES AND STATIONING SHOWN ARE
FOR SHOWING THE RELATIONSHIP OF MONUMENTS TO EACH OTHER, AND ARE NOT TO BE CONSIDERED
15 78 14 DEFINITIVE RETRACEMENTS OF THOSE PLATS AND ROADS.
10 .24 PG
'21}20 S�JZ' 03 45 THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F CONCURRENTLY FOR
o gVTv \ ' 11
P� "� 44 ROAD REPAVING PROJECTS ACROSS THE CITY OF BEND.
c T. M N t,�,0 0� , 2.10A- - , E' 7
(60.) D S�
'SW' 20+21.22 PC 722
/ +00.00 BEGIN o C
SW 20 T.00 BASIS OF BEARINGS/HORIZONTAL DATUM:
' — 60 �D BEARINGS AND COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS),
!( PUBLISHED BY THE DESCHUTES COUNTY SURVEYOR. HORIZONTAL DATUM IS NAD83(91), WHICH WAS
— 8 � 60 I'- OBTAINED THROUGH A MOLODENSKY TRANSFORMATION OF NAD83(2011) GPS OBSERVATIONS FROM THE
$
to / Q 51 ORGN BASE STATION BNDM . COORDINATES OBTAINED FROM THE COCS ARE GROUND COORDINATES, \ / I 0 1 AND DISTANCES ARE INTERNATIONAL FEET.
/ 7 O ti
/ \ 8 6 Q. Q� 50 PROCEDURE EQUIPMENT:
/ FIELDWORK PERFORMED APRIL, 2020. REAL-TIME KINEMATIC (RTK) OBSERVATIONS (COLLECTED USING
TRIMBLE R10 & R8 GNSS RECEIVERS) AND TRAVERSE DATA (COLLECTED USING A TRIMBLE S7 TOTAL
5 STATION) WERE ADJUSTED USING THE LEAST SQUARES METHOD IN TRIMBLE BUSINESS CENTER (TBC);
L O THE RESULTING RELATIVE ACCURACY IS IN CONFORMANCE WITH THE PRINCIPLES STATED IN O.R.S.
'o O 92.050. DATA WAS REDUCED TO GROUND MEASUREMENTS. SEE "BASIS OF BEARINGS/ HORIZONTAL
\ r O \ DATUM" FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS.
4 \ 60� 0
REFERENCE SURVEYS: LEGEND:
/ I 3 (R1) CS10084 - TANGLEWOOD PHASE II
X SET CONTROL AS NOTED IN CONTROL
\ (R2) CS11761 - TANGLEWOOD PHASE IV TABLE
_ - (R3) CS12764 - TANGLEWOOD PHASE VI
OO FOUND MONUMENT AS NOTED IN
MONUMENT TABLE
SEARCHED FOR AND NOT FOUND
W/YPC WITH YELLOW PLASTIC CAP
FD FOUND
DESCHUTES COUNTY SURVEYon IR IRON ROD
FILED II U 12-09-0(: # MKD MARKED
BLOCK NUMBER
SEE SHEET 2 FOR LINE AND CURVE TABLES, AND MONUMENT TABLE FOR SHADOWOOD DRIVE
100, 0 50' 100, 200'
SCALE: 1" = 100'
FAIRWOOD DRIVE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1804
FW
2+17.25
0.00'
380539.90
3302035.05
3676.2
FD 5/8" IR, FLUSH
CS11761
1805
FW
2+31.57
29.91' LT
380568.95
3302051.04
3676.7
FID 5/8" IR, FLUSH
CS11761
1806
FW
1 +70.05
0.00'
380542.58
3301987.92
3676.0
FD 5/8" IR, FLUSH
CS1 1761
C)4 Zo2.c*
REGISTERED
PROFESSIONAL
LD SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION caic. By: HTF
SE SHADOWOOD DR. & SE FAIRWOOD AVE.LandDate: 08/31/20
LOCATED IN THE SOUTHEAST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 3, Proj No: 2020-157-02
521 NW HARRIMAN ST.
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON BEND, OR 97701 SHEET 1 OF 2
541-797-0954
C
S 2035z
SHADOWOOD DRIVE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTINC
ELEVATION
DESCRIPTION
SURVEY
1784
SW
21 +20.25
0.02' RT
379046.89
3302162.13
3693.E
FD 5/8" IR, FLUSH
CS12764
1785
SW
21 +91.21
0.05' RT
3791 16.83
3302151.24
3690.6
FD 5/8" IR, FLUSH
CS12764
1786
SW
22+38.84
30.30' RT
379169.99
3302175.38
3689.1
FD 5/8" IR, DOWN 0.50'
CS12764
1787
SW
22+38.87
0.00'
379164.13
3302145.66
3689.1
FD 5/8" IR, FLUSH
CS12764
1788
SW
25+33.61
0.04' RT
379453.24
3302088.39
3685.6
FD 5/8" IR, FLUSH
CS12764
1789
SW
25+90.91
0.04' RT
379509.45
3302077.25
3684.6
FD 5/8" IR, FLUSH
CS12764
1790
SW
26+42.51
0.02' RT
379560.67
3302071.59
3684.1
FD 5/8" IR, FLUSH
CS12764
1791
SW
27+28.84
0.04' RT
379646.98
3302072.06
3684.3
FD 5/8" 1R, FLUSH
CS12764
1792
SW
29+48.40
30.00' LT
379870.48
3302065.96
3683.7
FD 5/8" IR, FLUSH
CS12764
1793
SW
29+63.43
0.00'
379879.87
3302098.25
3683.2
FD 5/8" IR, FLUSH
CS12764
1794
SW
31 +04.69
29.91' LT
380024.17
3302095.59
3681.5
FD 5/8" IR, FLUSH
CS12764
1795
SW
31 +04.22
0.05' RT
380018.11
3302124.93
3681.1
FD 5/8" IR, FLUSH
CS12764
1796
SW
31 +03.99
29.57' RT
380012.29
3302153.88
3681.8
FD 5/8" IR W/YPC MKD "HWA" DOWN 0.30'
CS12764
1797
SW
32+46.64
0.12' RT
380158.19
3302112.55
3679.0
FD 5/8" IR, FLUSH
CS12764
1798
SW
33+75.31
30.44' RT
380289.14
3302094.47
3678.2
FD 5/8" IR W/YPC MKD "HWA", FLUSH
CS11761
1799
SW
33+76.73
0.04' LT
380279.48
3302065.52
3678.0
FD 5/8" IR, FLUSH
CS11761
1800
SW
33+76.39
101.72' LT
380242.54
3301970.80
3678.9
FD 5/8" IR, FLUSH
CS11761
1801
SW
35+09.11
26.54' RT
380410.56
3302060.61
3677.2
FD 5/8" IR, FLUSH
CS11761
1802
SW
35+10.53
29.46' LT
380406.06
3302004.77
3677.4
FD 5/8" IR, FLUSH
CS11761
1803
SW
35+91.47
0.00' LT
380489.96
3302032.18
3675.7
FD 5/8" IR, FLUSH
CS11761
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CONTROL TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
722
SW
20+56.21
22.36'
RT
378990.12
3302200.85
3696.8
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
723
SW
26+47.51
20.76'
LT
379565.25
3302050.71
3684.8
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
724
SW
32+81.14
22.68'
RT
380198.50
3302121.16
3679.2
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
725
SW
36+16.81
21.87'
LT
380516.51
330201 1.80
3676.1
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
SE SHADOWOOD DR. & SE FAIRWOOD AVE.
LOCATED IN THE SOUTHEAST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 3,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
Cl
9°26'36"
300.00'
49.45'
N10*56'01 "W
49.39'
(R1)
(9°26'36")
(300.00')
(49.45')
(N10'53'21"W)
(49.39')
C2
13*33'01 "
300.00'
70.95'
S08052'49"E
70.78'
(R3)
(13.33'01 ")
(300.00')
(70.95')
(S08'50'08"E)
(70.78')
C3
9°06'28"
300.00'
47.69'
N06°39'32"W
47.64'
(R3)
(9°06'28")
(300.00')
(47.69')
(N06'39'32"W)
(47.64')
C4
9°51 '32"
300.00'
51.62'
SO6° 17'00"E
51.56'
(R3)
(9°51'32")
(300.00')
(51.62')
(N06014'20"W)
(51.56')
C5
3° 17'56"
1500.00'
86.36'
S00o 17'44"W
86.35'
(R3)
(3°17'50")
(1500.00')
(86.32')
(S00°20'21 "W)
(86.35')
C6
8°57'39"
1500.00'
234.60'
S06025'31 "W
234.36'
(R3)
(8°57'45")
(1500.00')
(234.64')
(N06'28'08"E)
(234.40')
C7
32°01 '26"
255.47'
142.79'
N05°06'22"W
140.94'
(R3)
(31 °57'38")
255.47'
(142.50')
(N05001 '48"W)
(140.66')
C8
24°24'56"
499.65'
212.92'
S08054'37"E
211.31'
(R3)
(24037' 14")
(499.65')
(214.70')
(S08o58'03"E)
(213.06')
C9
2722'57"
355.81'
170.05'
S73003'23"E
168.43'
(R2)
(27022'57") 1(3
5 5.8 1 ')
(170.05')
(S72°57'57"E)
(168.43')
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N6°12'43"W
21.22'
(R1)
(N6°10'02"W)
(21.22')
L2
N 15*39' 19"W
49.57'
L3
N 11 ° 12'46"W
351.98'
(R3)
(S 11 ° 10'06"E)
(351.98')
L4
N 10*54'21 "E
140.72'
(R3)
(N10.57'01 "E)
(140.72')
L5
N21007'05"W
131.61'
L6
N3° 17'54"E
50.00'
(R2)
(SO3020'35"W)
(50.00')
L7
S86°43'04"E
47.21'
(R2)
(S86039'26"E)
(47.25')
L8
S86°46'01 "E
74.16'
(R2)
(S86°39'26"E)
(74.12')
L9
N 15*39' 19"W
29.37'
(R 1)
(N 15°3639"W)
(29.37')
L10
N 15*39' 19"W
20.20'
(R3)
(S15-36'39"E)
(20.20')
521 NW HARRIMAN ST
BEND, OR 97701
541-797-0954
DESCMUTES COl!lViY SURVEYOR
FILED 11zo2o BY.-
�1 >wz.�
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JU N E 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
wErviCES Date: 08/31 /20
Proj No: 2020-157-02
SHEET 2 OF 2
N
0
cry
CS 20352