HomeMy WebLinkAboutPlat, Subdivision APPLICANT 3/29/2019LEGEND
FOUND MONUMENT: 5/8" IRON REBAR WITH YELLOW PLASTIC
CAP STAMPED "ROBERTS SURV. INC." SET IN CSF 44493, UNLESS OTHERWISE NOTED
• MONUMENT FOUND AS NOTED PER CSF 44493
O 5/8" X 30" IRON ROD WITH YELLOW PLASTIC
CAP "ROBERTS SURV. INC." TO BE POST-MONUMENTED
diftl
• • ,
NW 1/4 SEC. 5, T.18S., R.2W., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
JANUARY 29, 2019
• COMPUTED POINT REFERENCES
- EASEMENT LINE ( ) 1 CSF 44493 BY KENT BAKER, SEPTEMBER 21, 2018
DENOTES NOT TO SCALE
{ ) DATA OF RECORD. HOLDING RECORD DATA AS MEASURED.
S.F. SQUARE FEET
CSF COUNTY SURVEY FILE
YPC YELLOW PLASTIC CAP
NTS NOT TO SCALE EASEMENTS
LCDR LANE COUNTY DEEDS AND RECORDS (D 7' PUBLIC UTILITY EASEMENT AS DEDICATED HEREON
5' PRIVATE DRAINAGE EASEMENT AS CREATED HEREON
2-1/2 INCH LANE COUNTY SURVEYOR'S OFFICE EXISTING 7' PUBLIC UTILITY EASEMENT PER DOC. NO. 2018-042592
BRASS CAP DATED 1992 MARKING THE ® EXISTING 7' PUBLIC UTILITY EASEMENT PER DOC. NO. 2018-042591
NORTHWEST CORNER OF THE DAVID ARTHUR
DONATION LAND CLAIM NO. 47, T17S, R2W
ter -
O N
0
CD cv
1
Ll l
5/8 INCH IRON REBAR WITH
RED PLASTIC CAP STAMPED
"LANE CO. R -W"
I
MAG NAIL WITH WASHER ANNEXATION AGREEMENT RECORDED AS RECEPTION NO. 2018-043755, LCDR.
STAMPED "LANE COUNTY PW"
5/8 INCH IRON REBAR WITH RED PLASTIC 1" IRON PIPE (CALLED OUT AS
CAP STAMPED "LANE CO. R -W" 1/2 IRON PIPE IN CSF 44493),
35' N000406 E TL 8`700 BEARS N 29'06'58"E 0.19'
BASIS OF BEARINGS FROM CALCULATED POSITION
L9
(S 89 07'06" E
46.12' 65.00' 65.00'
L10 65.00'
INITIAL POINT
^ m I TRACT AW 1 _ W
N `o 3,810 S.F. d "I o o b
I Ntn
LO 5,028 S.F. 0 2 N o
35' N o z `� 4,875 S.F. o 4,875 S.F. Ln o
Z z
35'
``' C3 °L3°I 65.00' �-
or�� L2 C1 C2
zC7 C9 HORACE sT.
CIO
L8
t
15.52'
S89'55
C5
L4 C6
L5
z
0
0
C 1
Cli 10
::ff5,842 S.F.
cli
� � I
v
36.21' t
85.70'
TL 6401
PLANNING N0, 811-18-000228-TYP2
ASSESSOR'S MAP 18-02-05-24
TAX LOT 6300
PLOTTER: HP 50OPS DESIGN JET
INK: HP C4844A INK
361 ACID FREE BOND PAPER
65.00'
LO
N
S 8907'06' E
NOTES
RECORDED
DA TE.-
COUNTY CLERK
BY
1. NO BUILDING, STRUCTURE, TREE OR OTHER OBSTRUCTION SHALL
BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT.
2. MEASURED BEARINGS AND DISTANCES WERE FOUND TO BE THE
SAME AS REFERENCE 1, UNLESS OTHERWISE NOTED.
5/8 INCH IRON REBAR WITH YELLOW
PLASTIC CAP STAMPED "BRANCH
ENGR LS 1138", BEARS S 1218'46" E,
0.24' FROM CALCULATED POINT 10'
401.44')1 TL 6202
120.00
65.00' 70.32'
",
4 N� 5 Io
0
4,875 S.F. o r 5,265 S.F. to
0
z
65.00'
297.76'
-JL7
61.41'
un
C8 N
° C4 ° 55.62' • °
71.00' 71.00' •
65.50'
L6
1
am
9
st CV C7 $ O Q �t I
o n 5,323 S.F. =" , �' � 7 C rn
0 00 5,326 S.F. o 5 325 S.F. p r- 6
v) co oo 5,653 S.F.
cn
1
71.00' 71.00'
(N8907 37 W 71.00' 76.59'
400.29')1
TL 6402 1/2 IRON PIPE, BEARS -�
S 8907'37"E 1.00'
FROM CALCULATED
TL 6500 POSITION
SCALE 1" = 30'
pm
Date Recoelvedn It- (xPy
MAR 2 9 200i3 811-f � -O000-Irl 7y P I
�)v 66110 5 lt� t6q-
Original Sumlff l -. brw-c
pi I, I
5/8 INCH IRON REBAR WITH YELLOW
PLASTIC CAP RING AROUND REBAR.
PLASTIC CAP ILLEGIBLE.
0
0
0
LINE TABLE
CURVE TABLE
LINE
• �
o
RADIUS
co
0
N
DELTA
CHORD
CYD
Cl
-It, -k
29.56'
9'40'39"
29.52'
N85'13'46"E
C2
175.00'
8.07'
2'3828"
8.07'
o
a
225.00'
a
a
13'07'55"
C)
C)f
v
c
0
C4
rn
I
25'
1I/
REGISTERED
PROFESSIONAL
LAND SURVEYC fo
OREGON
JULY 15, 2003
KENT BAKER
#59885
RENEWS: 12-31-2019
LINE TABLE
CURVE TABLE
LINE
LENGTH
CURVE
RADIUS
LENGTH
DELTA
CHORD
DIRECTION
Cl
175.00'
29.56'
9'40'39"
29.52'
N85'13'46"E
C2
175.00'
8.07'
2'3828"
8.07'
N79'04'1 YE
C3
225.00'
51.57'
13'07'55"
51.46'
S8418'57"W
C4
175.00'
15.40'
5'02'33"
15.40'
S88'21'38"W
C5
175.00'
24.71'
8'05'22"
24.69'
581'47'40"W
C6
225.00'
48.38'
1219'07"
48.28'
N83'54'32"E
C7
175.00'
37.63'
1219'07"
37.55'
N83'54'32"E
C8
175.00'
40.11'
1307'55"
40.02'
S8418'57"W
C9
200,00'
45.84'
13'07'55"
45.74'
58418'57"W
C10
200.00'
43.00'
121 9'OtL
42.92'
N83'54'32"E
REGISTERED
PROFESSIONAL
LAND SURVEYC fo
OREGON
JULY 15, 2003
KENT BAKER
#59885
RENEWS: 12-31-2019
LINE TABLE
LINE
LENGTH
BEARING
L1
14.14
N44'55'54"W
L2
5.52
S89'55'54"E
L3
5.99
S89'07'06"E
1-4
5.32
589'55'54"E
L5
14.03
N44'37'00"E
L6
14.24
N44'32'03"W
L7
14.04
N4527'57"E
L8
50.52
S89'55'54"E
(L9)1
15.42
S89'07'06"E
L10 1
19.58
N89'55'54"W
(LI 1 1 I
13.99
SOO'04'06"W
REGISTERED
PROFESSIONAL
LAND SURVEYC fo
OREGON
JULY 15, 2003
KENT BAKER
#59885
RENEWS: 12-31-2019
SURVEYOR'S CERTIFICATE
I, KENT BAKER, A REGISTERED LAND SURVEYOR IN THE STATE OF OREGON DO HEREBY CERTIFY THAT I HAVE
CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE RESERVE AT BRIDLEWOOD AS PER ORS 92, THE
INITIAL POINT BEING A 5/$' X IRON REBAR NTH YELLOW PLASTIC CAP STAMPED -ROBERTS SURV. INC.'.
.3 Zjj
KENT BAKER PLS 59885 DATE
PROPERTY DESCRIPTION
A UNIT OF LAND BEING SITUATED IN THE NORTHWEST X OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST OF
THE WILLAMETTE MERIDIAN, SAID UNIT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A 2 - % INCH LANE COUNTY SURVEYOR'S OFFICE BRASS CAP DATED 1992 MARKING THE
NORTHWEST CORNER OF THE DAVID ARTHUR DONATION LAND CLAIM NO. 47, IN TOWNSHIP 17 SOUTH, RANGE 2
WEST OF THE WILLAMETTE MERIDIAN; THENCE ALONG THE CENTERLINE OF SOUTH 42ND STREET, SOUTH 00'04'06'
WEST 2112.31 FEET TO A MAG NAIL AND WASHER STAMPED 'LANE COUNTY PW'; THENCE CONTINUING ALONG THE
CENTERLINE OF SAID SOUTH 42ND STREET, SOUTH 00'04'06' WEST 13.99 FEET; THENCE LEAVING THE CENTERLINE
OF SAID SOUTH 42ND STREET, SOUTH 89'55'54" EAST 19.58 FEET; THENCE SOUTH 89'07'06' EAST 15.42 FEET TO
A 5/8 INCH IRON REBAR WITH YELLOW PLASTIC CAP STAMPED-ROBERTS SURV. INC.' SET ON THE EASTERLY
RIGHT-OF-WAY LINE OF SOUTH 42ND STREET, SAID IRON REBAR ALSO MARKS THE INITIAL POINT OF THIS UNIT OF
LAND; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF SAID SOUTH 42ND STREET AND CONTINUING SOUTH
89'07'06' EAST 401.44 FEET TO A 5/8 INCH IRON REBAR NTH YELLOW PLASTIC CAP STAMPED -ROBERTS SURV.
INC.'; THENCE SOUTH 00'03'00' WEST 200.00 FEET TO A 5/8 INCH IRON REBAR WITH YELLOW PLASTIC CAP
STAMPED "ROBERTS SURV. INC.'; THENCE NORTH 89'07'37" WEST 400.29 FEET TO A 5/8 INCH IRON REBAR WITH
YELLOW PLASTIC CAP STAMPED "ROBERTS SURV. INC." SET ON THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH
42ND STREET; THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID SOUTH 42ND STREET AS FOLLOWS:
NORTH 00'50'06" WEST 76.96 FEET TO A 5/8 INCH IRON REBAR WITH RED PLASTIC CAP STAMPED "LANE CO.
R -W"; THENCE NORTH 00'04'06' EAST 123.12 FEET TO THE INITIAL POINT, ALL IN THE CITY OF SPRINGFIELD, LANE
COUNTY, OREGON.
SURVEY NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PROPERTY CORNERS OF THE RESERVE AT BRIDLEWOOD
SUBDIVISION. THE PERIMETER OF THE SUBJECT PROPERTY WAS SURVEYED AND RECORDED AS COUNTY SURVEY FILE NO.
44493. ALL THE MONUMENTS AROUND THE PERIMETER OF THE SUBJECT PROPERTY FROM SAID COUNTY SURVEY FILE
NO. 44493 WERE HELD AS FOUND. THE INTERIOR CORNERS WERE ESTABLISHED AT THE DIRECTION OF THE OWNER.
POST-MONUMENTATION CERTIFICATE:
I, KENT BAKER, A REGISTERED LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT THE
CORNERS INDICATED HEREON TO BE POST-MONUMENTED WILL BE MONUMENTED WITHIN SIXTY (60) CALENDAR DAYS
FOLLOWING THE COMPLETION OF THE STREET AND UTILITY IMPROVEMENTS, BUT NO LATER THAN ONE YEAR FROM
THE RECORDING DATE OF THS PLAT, WHICH EVER OCCURS FIRST
KENT BAKER, LS 59885
POST-MONUMENTATION COMPLETION NOTICE:
POST-MONUMENTATION OF THE CORNERS WAS COMPLETED ON THE DAY OF ,
20 , AS INDICATED AND CERTIFIED ON AN AFFIDAVIT RECORDED ON THE DAY OF ,
20 , AS DOCUMENT NO. , LANE COUNTY
OREGON DEED RECORDS.
THE POST-MONUMENTATION AFFIDAVIT CITED ABOVE WILL PROVIDE IN DETAIL THE LOCATION OF ALL REFERENCE
MONUMENTS AND ALTERNATIVE MONUMENT TYPES USED IF THEY ARE NEEDED.
PLANNING NO. 811-18-000228-TYP2
ASSESSOR'S MAP 18-02-05-24
TAX LOT 6300
PLOTTER: HP 50OPS DESIGN ,ET
INK: HP C4448A INK
361 ACID FREE BOND PAPER
THE RESERVE AT BRIDLEWOOD
NW 1/4 SEC. 5, T.18S., R.2W., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
JANUARY 29, 2019
OWNER'S DECLARATION
KNOW ALL MEN THAT BRUCE WIECHERT CUSTOM HOMES, INC. IS THE OWNER OF THE LAND DESCRIBED
HEREON AND DOES HEREBY LAYOUT AND SUBDIVIDE THE SAME AS SHOWN ON THE PLATIN
ACCORDANCE WITH ORS CHAPTER 92 AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER ALL
PUBLIC STREETS AND PUBLIC UTILITY EASEMENTS ESTABLISHED HEREON, CREATES THE PRIVATE
DRAINAGE EASEMENT ON LOTS 1 THROUGH 5 FOR THE BENEFIT OF LOTS 1 THROUGH 5 BY THIS PLAT
AND ACKNOWLEDGES EXISTING EASEMENTS AFFECTING THIS PROPERTY.
BRUCE WIEC ERT - PRESIDENT DATE
BRUCE WIECHERT CUSTOM HOMES, INC.
ACKNOWLEDGMENT
STATE OF OREGON)
) SS
COUNTY OF LANE)
THERE PERSONALLY APPEARED BEFORE ME, THE ABOVE NAMED BRUCE NECHERT, PRESIDENT OF
BRUCE WIECHERT CUSTOM HOMES, INC. AND KNOWN TO ME TO BE THE SAME PERSON WHO EXECUTED
THE ABOVE INSTRUMENT AND HAS ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE HIS VOLUNTARY
ACT AND DEED.
ACKNOWLEDGED BEFORE ME THIS aoG
NOTARY (PRINT NAME)
►1
DAY OF n�-c1, 2
C)u15 14
COMMISSION NO.
DATE:
COUNTY CLERK
V.
APPROVALS & ACCEPTANCES
CITY OF SPRINGFIELD PLANNING DIRECTOR
CITY OF SPRINGFIELD SURVEYOR
LANE COUNTY BOARD OF COMMISSIONERS
LANE COUNTY ASSESSOR
OFFIOX STAMP
a b, dO)l SARAM MIIICHELl.E PETERSON
MY COMMISSION EXPIRES NOTARYPUE1t1GOREQON
PRINT IN FULL COMM�SION NO.969584
idY COIiSStON EXPIRES DECEMBER 20, 2021
COVENANTS CONDITIONS & RESTRICTIONS
RECORDED
DOCUMENT NO.
LANE COUNTY OREGON DEEDS AND RECORDS
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 15, 2003
KENT BAKER
#59885
RENEWS: 12-31-2019
DATE
DATE
DATE
o a