HomeMy WebLinkAboutPlat, Recorded APPLICANT 11/8/2016 (2)MINISTER AND GLAESER SHEET INDEX:
SURVEYING, INC.
2200 E. EVERGREEN BLVD. SHEET 1 — SIGNATURE BLOCKS, NARRATIVE, SURVEYOR'S
VANCOUVER, WA., 98661 CERTIFICATE, DECLARATION, ACKNOWLEDGEMENT.
(360) 694-3313 SHEET 2 - LOT DIMENSIONS, MONUMENTATION, LEGEND,
SURVEY REFERENCES, DEED REFERENCES, CURVE TABLE,
NOTES.
SHEET 3 - EASEMENTS, FENCES, NOTES AND RESTRICTIONS.
SHEET 4 - DETAIL DRAWINGS A -D, NOTES.
��I`1iJi M Wj
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THAT CERTAIN TRACT OF LAND
CONVEYED TO HAYDEN HOMES, LLC. PER STATUTORY WARRANTY DEED RECORDED
IN DOC. NO. 2014-043585, LANE COUNTY DEED RECORDS.
THE EXTERIOR BOUNDARY WAS ESTABLISHED AS FOLLOWS:
THE SOUTHERLY BOUNDARY RUNS ALONG THE ROCKY ROAD DRIVE RIGHT-OF-WAY.
THE ROCKY ROAD DRIVE RIGHT-OF-WAY WAS ESTABLISHED BY HOLDING
MONUMENTS ON THE CENTERLINE OF THE FIFTY -FOOT WIDE ROAD AND ALONG THE
SOUTH RIGHT-OF-WAY LINE AS SHOWN. THE WEST LINE OF THE PROPERTY WAS
ESTABLISHED BY HOLDING A FOUND IRON ROD AT THE NORTHWEST CORNER OF
LOT 10 OF THE PLAT OF "HAIDYN MEADOW FIRST ADDITION" AND A FOUND IRON
ROD AT THE NW CORNER OF THE PROPERTY AS SHOWN ON SURVEY NO. 30235,
LANE COUNTY SURVEY RECORDS. THE SOUTH RIGHT-OF-WAY LINE OF THE
SIXTY -FOOT WIDE SOUTHERN PACIFIC RAILROAD WAS ESTABLISHED BY HOLDING
THE ANGLE OF 98'09'04" (PER SURVEY NO. 30235) WITH THE WEST LINE AS
SHOWN. THE REST OF THE SOUTH RAILROAD RIGHT-OF-WAY WAS CALCULATED
FROM THE ANGLES AND DISTANCES AS SHOWN ON SAID SURVEY NO. 30235. THE
EAST LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING AN IRON
ROD FOR EASTING AT THE NORTHEAST CORNER OF THE SUBJECT PROPERTY AND
HOLDING A FOUND IRON ROD WITH PLASTIC CAP STAMPED "D.W. BAKER PLS 1978"
AT THE NORTHWEST CORNER OF LOT 10 OF THE PLAT OF "ROCKY ROAD" AS
SHOWN.
THE BASIS OF BEARING S 89'59'18" W FOR THE CENTERLINE OF ROCKY ROAD
DRIVE AS SHOWN ON THE PLAT OF "ROCKY ROAD", BETWEEN FOUND MONUMENTS
AS SHOWN HEREON.
SURVEYOR'S CERTIFICATE:
I, DANIEL A. RENTON CERTIFY THAT I HAVE CORRECTLY SLIPVEYED AND MARKED WITH
PROPER MONUMENTS, THE LANDS REPRESENTED ON THE .ANNEXED MAP OF THE PLAT
OF "GLACIER MEADOWS", LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST OF THE WILLAMETTE
MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
AT THE INITIAL POINT A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"BRANCH ENG. LS 2609" AT THE NORTHWEST CORNER OF LOT 10 OF THE PLAT OF
"HAIDYN MEADOW FIRST ADDITION";
THENCE N 00'00'00" E ALONG THE EAST LINE OF THE PLAT OF "LUCERNE MEADOWS",
FOR A DISTANCE OF 360.20 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF THE
SOUTHERN PACIFIC RAILROAD;
THENCE N 81'50'56" E ALONG SAID SOUTH RIGHT-OF-WAY UNE, FOR A DISTANCE OF
88.56 FEET TO AN ANGLE POINT THEREIN;
THENCE N 83'3434" E CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, FOR A
DISTANCE OF 89.05 FEET TO THE BEGINNING OF A 1402.39 FOOT RADIUS
NON -TANGENT CURVE TO THE RIGHT;
THENCE CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE ALONG THE ARC OF A
1402.39 FOOT RADIUS NON -TANGENT CURVE TO THE RIGHT, THE LONG CHORD OF
WHICH BEARS SOUTH 85'0421" EAST, FOR A CHORD DISTANCE OF 552.40 FEET,
THROUGH A CENTRAL ANGLE OF 22'43'03", FOR AN ARC DISTANCE OF 556.04 FEET TO
THE WEST LINE OF THE A. W. HAMMITT DONATION LAND CLAIM NO. 86;
THENCE S 00'00'28" E ALONG SAID WEST LINE OF THE A. W. HAMMITT DONATION LAND
CLAIM, FOR A DISTANCE OF 241.39 FEET TO THE NORTH RIGHT-OF-WAY LINE OF ROCKY
ROAD DRIVE;
THENCE S 89'59'18" W ALONG SAID NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF
425.00 FEET;
THENCE S 00'00'00" W, FOR A DISTANCE OF 93.79 FEET TO THE EASTERLY EXTENSION
OF THE NORTH LINE OF THE PLAT OF "HAIDYN MEADOW FIRST ADDITION" (FILE NO. 75,
SLIDE NO. 615);
THENCE N 90'00'00" W ALONG SAID NORTH LINE AND THE EASTERLY EXTENSION
THEREOF, FOR A DISTANCE OF 301.55 FEET TO THE INITIAL POINT.
THIS PLAT CONTAINS 233,394 SQUARE FEET OR 5.358 ACRES, MORE OR LESS.
DWG FILE: 14133.DWG DRAWN BY -CAG CAI_c RY-DAR
DECLARATION:
KNOW ALL PEOPLE BY THESE PRESENTS THAT HAYDEN HOMES, LLC., AN
OREGON LIMITED LIABILITY COMPANY IS THE OWNER OF THE LAND
DESCRIBED IN THE SURVEYOR'S CERTIFICATE AND SHOWN ON THE
ANNEXED MAP AND THAT THE DECLARANT HAS CAUSED THE SAME TO
BE SURVEYED AND SUBDIVIDED INTO LOTS AS SHOWN IN ACCORDANCE
WITH THE PROVISIONS OF O.R.S. CHAPTER 92, AND DOES HEREBY
DEDICATE ALL RIGHTS—OF—WAY SHOWN HEREON TO THE PUBLIC FOR
PUBLIC USE. THE DECLARANT DOES HEREBY GRANT ALL EASEMENTS AS
SHOWN AND DESCRIBED HEREIN AND DOES ACKNOWLEDGE EASEMENTS
OF RECORD, BOTH CREATED AND EXISTING EASEMENTS BEING MORE
SPECIFICALLY DESCRIBED AS FOLLOWS:
AN ELEVEN (11) FOOT WIDE PUBLIC UTILITY AND SIDEWALK EASEMENT IS
CREATED ALONG THE STREET FRONTAGE OF ALL LOTS AS SHOWN
HEREON.
A PUBLIC SIGHT VISION CLEARANCE EASEMENT IS CREATED ON LOTS 18,
32 AND TRACT "A" AS SHOWN IN DETAILS A, B AND C.
A TEN (10) FOOT WIDE PUBLIC UTILITY EASEMENT IS CREATED ON THE
WEST TEN FEET OF LOT 15 AS SHOWN HEREON.
A TEN (10) FOOT X EIGHTEEN (18) FOOT PUBLIC UTILITY EASEMENT IS
CREATED ON LOTS 28 AND 29 AS SHOWN HEREON.
A TEN (10) FOOT X THIRTEEN (13) FOOT PUBLIC UTILITY EASEMENT IS
CREATED ON LOT 18 AS SHOWN HEREON.
A 12.7 FOOT X EIGHTEEN (18) FOOT PUBLIC UTILITY EASEMENT IS
CREATED ON TRACT A AS SHOWN HEREON.
A TEN (10) FOOT PRIVATE STORM DRAINAGE EASEMENT IS CREATED ON
LOTS 1 AND 2 AS SHOWN HEREON FOR THE BENEFIT OF LOTS 2 AND 3.
A FIVE (5) FOOT PRIVATE SLOPE EASEMENT IS CREATED ON LOTS 18,
19, 20, 25, 26, 27, 28, 29, 30 AND 31 AS SHOWN HEREON.
11 TLE:•.ygf'g�,,
HAYDEN HOMES, LLC.
ACKNOWLEDGMENT:
STATE OF V'`%A�trlttJCs-TU )
SS
COUNTY OF CLAal k )
NOTARY PUBLIC
CHRIS S. AVERY
STATE OF WASHINGTON
MY COMMISSION EXPIRES
NOVEMBER 6, 2017
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON lV --Lrn , 2016
BY _ Z1c ?E`iiga—SOry, AS L #J11 t7VIEW' 1TMAOF HAYDEN HOMES, LLC.
WHO DID SAY THAT HE IS THE IDENTICAL PERSON NAMED IN THE FOREGOING INSTRUMENT
AND THAT HE EXECUTED SAID INSTRUMENT FREELY AND VOLUNTARILY.
NOTARY PUBLIC
TURE
Cx-rit l S Ayflz`t
NOTARY PUBLIC (PRINT NAME)
COMMISSION NO. (qSZ-bb
MY COMMISSION EXPIRES 11-G - 1-7
ZDf z(.,lto
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JUNE 30, 1997
DANIEL A. RENTON
2830
Expires 12-31-2016
"CO"ED LANE COUNTY SURVEY,
DATE: DI G, C.S. FILE NO.COUNTY CIMW-
3 7
BY: FILING DATE: _3—P&2Y,
Lane County Clerk ��0�14Y7t1
Lane County Deeds and Records 2016 5 O a
111111111111111I111111111111111111111111111111 $387.00
01611119201600548780010017
11/03/2016 02:09:14 PM
RPR-SUBD Cnt=l Stnc41 CASHIER 02
$5.00 $340.00 $10.00 $11.00 $21.00
GLACIER MEmOWSAD
SUBDIVISION
A SUBDIVISION IN A PORTION
OF THE NW 1/4 OF THE
NE 1/4 OF SECTION 5,
T. 18 S., R 2 W., W. M.
CITY OF SPRINGFIELD
LANE COUNTY, OREGON
LANE COUNTY APPROVALS:
yd' ' �H�`'fiei-
APPROVED � DAY OF 2016
LANE COUNTY ASSESSOR
APPROVED, DAY OF 2016
LANE COUNTY BOARD OF COMMISSIONERS
CITY OF SPRINGFIELD APPROVAL AND
ACCEPTANCES:
APPROVED Z? 1ye DAY OF jQChkl - 2016
SPRINGFIELD PLANNING DIRECTOR
APPROVED , DAY OF
CITY OF SPRINGFIELD SURVEYOR
6cfob e f
N
Date ecelved..-1 *d
Planner: AL
Wittv-0004$ 5t ciiv�s w� pick
Pg lof �t
LEGEND:
•
INDICATES FOUND 5/8" IRON ROD WITH YPC
INDICATES CALCULATED POSITION, NOTHING SET
STAMPED "D.W. BAKER PLS 1978" (HED),
M
UNLESS NOTED OTHERWISE.
INDICATES SQUARE FEET
INDICATES 5/8" x 30" IRON ROD WITH
PLAT OF "ROCKY ROAD" DOG. N0.
(RENTON 2830) CAP SET
N 6835'06"
INDICATES 1" BRASS CAP
2004-074863
(RENTON 2830) SET IN CONCRETE
CSF
INDICATES COUNTY SURVEY FILE
{ )
INDICATES RECORD DATA
(C)
INDICATES CALCULATED DATA _ _---
LEGEND:
SURVEY REFERENCES:
O
INDICATES CALCULATED POSITION, NOTHING SET
GRANTOR: JOHN L. SHAMA,
M
SF
INDICATES SQUARE FEET
S1)
PLAT OF "ROCKY ROAD" DOG. N0.
(N 83'34'34" E 89.05'-$4)
N 6835'06"
fm
2004-074863
YPC
INDICATES YELLOW PLASTIC CAP
S2)
PLAT OF "HAIDYN MEADOW FIRST
qINDICATES
RIGHT OF WAY CENTERLINE
C2
ADDITION" FILE 75, SLIDE 615
ROW
INDICATES RIGHT OF WAY
S3)
PLAT OF „LUCERNE MEADOWS„ FILE 73,
IR
INDICATES IRON ROD
z
SLIDE 337
PUE
INDICATES PUBLIC UTILITY EASEMENT
S4)
CSF 30235
YPC STAMPED
N 51'50'56"
"PLS
SOUTHERN
PACIFIC
1
8.41
00
RAILROAD
00
"LUCERNE 0
MEADOWS"
LOT 104 ® N 8959'32" E 96.89'
TRACT "A"
(SEE NOTE 3
o ON SHEET 2)
18,579 SF
FND 5/8" IR
WITH YPC
STAMPED RECORC
"BRANCH ENG.
LS 2609"
(HELD)
INITIAL POINT
LOT 105 {19.59'
(WEST
N 90'00'{
(115.00'-S2)
LOT 11
LOT 10
NOTES:
1) THIS SUBDIVISION IS
SUBJECT TO THE CONDITIONS
OF APPROVAL PER THE CITY OF
SPRINGFIELD FILE NUMBERS TYP
214-00017, TYP 214-00019
AND TYP 214-00020.
2) NO BUILDING, STRUCTURE,
TREE, SHRUBBERY OR OTHER
OBSTRUCTION SHALL BE PLACED
ON OR IN A PUBLIC UTILITY
EASEMENT.
3) TRACT "A" IS AN OPEN SPACE TRACT FOR
STORM WATER/WETLAND MITIGATION AND TO
PRESERVE A PORTION OF THE TREES ON THE
SITE. TRACT A WILL BE OWNED BY THE CITY OF
SPRINGFIELD AS THE CITY'S FACILITY.
SPRINGFIELD PLANNING NO. TYP214-00017
TAX MAP 18-02-05-12 TAX LOT 9001
17
DWG FILE: 14133.DWG DRAWN BY: CAG CAI r. RY• DAR
X224311",
CB=S 85V4'22" E
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GRANTOR: JOHN L. SHAMA,
M
5,198 SF
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N 6835'06"
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Lane County Deeds and Records LV
10SF
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LOT 104 ® N 8959'32" E 96.89'
TRACT "A"
(SEE NOTE 3
o ON SHEET 2)
18,579 SF
FND 5/8" IR
WITH YPC
STAMPED RECORC
"BRANCH ENG.
LS 2609"
(HELD)
INITIAL POINT
LOT 105 {19.59'
(WEST
N 90'00'{
(115.00'-S2)
LOT 11
LOT 10
NOTES:
1) THIS SUBDIVISION IS
SUBJECT TO THE CONDITIONS
OF APPROVAL PER THE CITY OF
SPRINGFIELD FILE NUMBERS TYP
214-00017, TYP 214-00019
AND TYP 214-00020.
2) NO BUILDING, STRUCTURE,
TREE, SHRUBBERY OR OTHER
OBSTRUCTION SHALL BE PLACED
ON OR IN A PUBLIC UTILITY
EASEMENT.
3) TRACT "A" IS AN OPEN SPACE TRACT FOR
STORM WATER/WETLAND MITIGATION AND TO
PRESERVE A PORTION OF THE TREES ON THE
SITE. TRACT A WILL BE OWNED BY THE CITY OF
SPRINGFIELD AS THE CITY'S FACILITY.
SPRINGFIELD PLANNING NO. TYP214-00017
TAX MAP 18-02-05-12 TAX LOT 9001
17
DWG FILE: 14133.DWG DRAWN BY: CAG CAI r. RY• DAR
X224311",
CB=S 85V4'22" E
CD=552.46'-S4)
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RECORDED LANE COUNTY SURVEYORS OFFICE
4 37.29'
2
G
GRANTOR: JOHN L. SHAMA,
M
5,198 SF
C!
•
BY:
MORTGAGE, INC
N 6835'06"
fm
Lane County Deeds and Records LV
10SF
9.63'
C500
$38700
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2243'03"
i N 89'59'32" E 81.06'
• •
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DATE: 11-03-2014
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81'33'52"
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5,373 SF
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19
30.00
65.00
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MEADOWS"
LOT 104 ® N 8959'32" E 96.89'
TRACT "A"
(SEE NOTE 3
o ON SHEET 2)
18,579 SF
FND 5/8" IR
WITH YPC
STAMPED RECORC
"BRANCH ENG.
LS 2609"
(HELD)
INITIAL POINT
LOT 105 {19.59'
(WEST
N 90'00'{
(115.00'-S2)
LOT 11
LOT 10
NOTES:
1) THIS SUBDIVISION IS
SUBJECT TO THE CONDITIONS
OF APPROVAL PER THE CITY OF
SPRINGFIELD FILE NUMBERS TYP
214-00017, TYP 214-00019
AND TYP 214-00020.
2) NO BUILDING, STRUCTURE,
TREE, SHRUBBERY OR OTHER
OBSTRUCTION SHALL BE PLACED
ON OR IN A PUBLIC UTILITY
EASEMENT.
3) TRACT "A" IS AN OPEN SPACE TRACT FOR
STORM WATER/WETLAND MITIGATION AND TO
PRESERVE A PORTION OF THE TREES ON THE
SITE. TRACT A WILL BE OWNED BY THE CITY OF
SPRINGFIELD AS THE CITY'S FACILITY.
SPRINGFIELD PLANNING NO. TYP214-00017
TAX MAP 18-02-05-12 TAX LOT 9001
17
DWG FILE: 14133.DWG DRAWN BY: CAG CAI r. RY• DAR
X224311",
CB=S 85V4'22" E
CD=552.46'-S4)
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RECORDED LANE COUNTY SURVEYORS OFFICE
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GRANTOR: JOHN L. SHAMA,
A SUBDIVISION IN A
C7
C!
BANNER
BY:
MORTGAGE, INC
Lane County Clerk �1t11�'���4?
fm
Lane County Deeds and Records LV
10SF
CS
C500
$38700
�
2243'03"
DOC. NO.: 2014-043585
4,
DATE: 11-03-2014
0=11
4,773 SF
$5.00 $340.00 $10.00 $11.00 $21.00
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DEED REFERENCE:
RECORDED LANE COUNTY SURVEYORS OFFICE
-
DATE: 201& C.S. FILE NO. 437Q2 -
GRANTOR: JOHN L. SHAMA,
A SUBDIVISION IN A
TRUSTEE OF THE
� �t� tai -�t+�.., FILING DATE: -3 Nc,V. `1(eES
BANNER
BY:
MORTGAGE, INC
Lane County Clerk �1t11�'���4?
401K PROFIT
Lane County Deeds and Records LV
SHARING PLAN
CS
GRANTEE: HAYDENDHOMES,
$38700
�
2243'03"
DOC. NO.: 2014-043585
01611119201600548780010017 11/03/2016 02;0914 Pfd
DATE: 11-03-2014
RPR-5UBD Cnt=1 Stn=41 CASHIER 02
OF SECTION 5,
$5.00 $340.00 $10.00 $11.00 $21.00
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HAMMIT
CURVE TABLE
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GLACIER
MEADOWS
LOOP
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CURVE
RADIUS
DELTA
•
CHORD BEARING
CHORD DIST.
•
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0 16 O
0 0
0 0
o Qn LOT 9
C1
1402.39'
2243'03"
556.04'
N 85'04'21" W
552.40'
C2
1402.39'
•
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•
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C40
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60.67'
� 3 v ROCKY ROAD DR. (BASIS OF BEARING'S) �-/� 00'0028 E FOR CL)
136.94 '
Ct 5
M n
°' �. ,� .r
I.S
z
z
z
Car
• i
HAMMIT
CURVE TABLE
�'� N 89'59'32" E 76.28
DONATION
30 0
5,433 SF O
46'06 49 W
LAND CLAIM
CURVE
RADIUS
DELTA
ARC DIST.
CHORD BEARING
CHORD DIST.
•
28.43' 0
0 16 O
0 0
0 0
o Qn LOT 9
C1
1402.39'
2243'03"
556.04'
N 85'04'21" W
552.40'
C2
1402.39'
157'20"
47.86'
S 84'32'48" W
47.86'
5,271 SF o q
" " c
�x 2.99' Ob
' :;I°i_ m m HELD. FOR
co
_
w co
5,� SF
N o
.r
18
ENG. LS
N
C3
1402.39'
2'17'31"
56.10'
S 8640'13" W
56.09'
• • •
20'r 20' N 89'59'32" E 85.00'
N EASTTNG
»
1 09 W
Q w O
U_ w
45.04'
0 co 6,353 SF -4
�i oo
0 0 p a,
P
„
90'014
C4
1402.39'
2'17'18"
56.01'
S 8857'38" W
56.01'
PO
in
cl''-
C5
1402.39'
2"17'19"
56.02'
N 88'45'03" W
56.01'
t° 0 4%.
17
C11
45.00'
89'59'32"
70.68'
S 45'00'14" E
63.64'
C42
C6
1402.39'
2'17'33"
56.11'
N 86'27'37" W
56.11'
• o m 0 5,100 SF ;':ZA
�vR�� Q'
C7
1402.39'
2'18'00"
56,30'
N 84'09'51" W
56.29'
0
26 0
CO 0
as o
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0
0
30 0
5,433 SF O
z 85.00'
0 N 89 59'32" E
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C8
1402.39'
2'18'41 "
56.58'
N 81'51'30" W
56.57'
5>151. SF 27
co
5,613
28
5.576 SF
SF
N
o N
d
0° q 32
0 m di Im
LOT 10
C9
1402.39'
2`19'37"
56.95'
N 79'32'21" W
56.95'
0 Co 5, 386 SF
'
!-
co
_
w co
5,� SF
N o
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18
ENG. LS
N
h
81'33'52"
w
S 40'46'28" W
32.66'
o
cfl
ao
v
2'01'42"
»
1 09 W
Q w O
U_ w
45.04'
0 co 6,353 SF -4
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0 0 p a,
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„
90'014
C10
1402.39'
439'44"
114.11'
N 76'02'41" W
114.08'
0D
S 8759'17" W
65.04'
15 03'
co
2'55'40"
65.02'
rn 0 -4 5,162 SF
14
MEASURED
C11
45.00'
89'59'32"
70.68'
S 45'00'14" E
63.64'
C42
1272.39'
2'56'53"
65.47'
A
o
C43
1272.39'
BETWEEN HELD
65.83'
N 80'15'21" W
65.82'
C44
25.00'
78'45'57"
34.37'
N 3923'27" W
31.73'
C45
4.00'
1 89'59'46"
P20.00
S 44'59'25" W
5.66'
t°
'?
1 C
MONUMENTS
C12
45.00'
81'33'52"
64.06'
S 40'46'28" W
58.79'
41.00 65.00
30.00
65.00
65.00 65.00
81.00
81.00 1
• •
" - 136.00'
•
•
• •
1
•
•
S 89'59'18" W
•
425.00'
• » •
S 00'00 28
C13
1292.39'
19'40'10"
443.68'
N 88'36'31" W
441.50'
C14
45.00'
78`45'57"
61.86'
N 3923'27" W
57.11'
N 75'02'11" W (S 89`59'18" W 425.01'-S1) 24.00' �" v ND 5/8" IR
RO? KY ROAD DRIVE 24.00 25.00 "!
• 15,49'
S` 305.04' (WEST 425.00'-S4)
1 Q 105.00'
25.01, WITH NO CAP
C15
4.00
»
90'04 37
6.29
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S 44'57 42 E
,
5.66
N 90'00 00 W
N
151.00
o) 1
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S 89'59'18" W 435.05'
• » i
1 018' (HELD E
'
C16
65.00'
55'38'21"
63.12'
S 6270'50" E
60.67'
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136.94 '
Ct 5
M n
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I.S
89 59'18" W 352.03'
25.00
Ift
SEE
3
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62.38'
75.00''RPL''
125.40'
-0
"" 25.00' 64.25'
�
J
C17
65.00
> »
34'21 11
>
38.97
> »
S 17'11 04 E
>
38.39
c18
65.00
21'25'22"
>
24.30
»
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,
24.16
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25' 24.41
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_{ (0 m z g
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0.19' OF
CALCULATED
1 0 Z
� o F-
C19
65.00'
26'38'09"
30.22'
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29.95'
C20
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C21
65. 00'
15'47'46"
17.92'
S 73 39'31 " W
17.86'
291.58'(c)
(291.59'-S2) pOV�
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14.87
-� ` 3
25,
r
LOT
1
ROPE 0m
LOT 4
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C22
1312.39'
1'10'56"
27.08'
S 82'08'52" W
27.08'
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HAILEY COURT CAo
3 �p O
a
N N 87'28'33" 'C14 N Z v)
24.97'M 00 w
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STAMPED "BRANCH Z 0 W Z
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CHORD DIST.
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26.21'
N 4635'11" W
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C33
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C34
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90 00'14"
6.28'
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M
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25.00'
H N
39.27'
S 4500'14" E
ENG. LS
N
h
81'33'52"
w
S 40'46'28" W
32.66'
2609"
(HELD)
cn
2'01'42"
45.05'
Q w O
U_ w
45.04'
C38
1272.39'
256'17"
U)
S 8503'15" W
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HAILEY COURT CAo
3 �p O
a
N N 87'28'33" 'C14 N Z v)
24.97'M 00 w
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FND 5/8" IR WITH YPC
STAMPED "BRANCH Z 0 W Z
ENG. LS 2609" ii W w
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MINISTER AND GLAESER SURVEYING, INC. MAKES wo > �
NO WARRANTIES AS TO MATTERS OF UNWRITTEN Z
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ACQUIESCENCE, ESTOPPLE, ETC. Q w Z o
moon_
CURVE TABLE
CURVE
RADIUS
DELTA
ARC DIST.
CHORD BEARING
CHORD DIST.
C31
65.00'
20'38'14"
23.41'
N 6827'18" W
23.29'
C32
65.00'
23'06'00"
26.21'
N 4635'11" W
26.03'
C33
65.00'
35'01'43"
39.74'
N 17'31'20" W
39.12'
C34
4.00'
90 00'14"
6.28'
N 45 00'35" W
5.66'
C35
25.00'
89'59'32"
39.27'
S 4500'14" E
35.35'
C36
25.00'
81'33'52"
35.59'
S 40'46'28" W
32.66'
C37
1272.39'
2'01'42"
45.05'
S 82'34'16" W
45.04'
C38
1272.39'
256'17"
65.25'
S 8503'15" W
65.24'
C39
1272.39'
255'45"
65.05'
S 8759'17" W
65.04'
C40
1272.39'
2'55'40"
65.02'
N 8905'01" W
65.01'
C41
1272.39'
2'56'02"
65.15'
N 86'09'11" W
65.15'
C42
1272.39'
2'56'53"
65.47'
N 83'12'43" W
65.46'
C43
1272.39'
2'57'51"
65.83'
N 80'15'21" W
65.82'
C44
25.00'
78'45'57"
34.37'
N 3923'27" W
31.73'
C45
4.00'
1 89'59'46"
6.28'
S 44'59'25" W
5.66'
25' 25'
C23 1312.39' 2'27'31 " 56.32'
S 83'58'06" W
56.31'
to.14ee I 10
C24 1312.39' 226'59" 56.11'
S 86'25'21" W
56.11'
REGISTERED
PROFESSIONAL
C25 1312.39' 2'26'44" 56.01'
S 88'52'12" W
56.01'
LAND SURVEYOR
C26 1312.39' 226'44" 56.02'
N 88'41'04" W
56.01'
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C27 1312.39' 2'27'01" 56.13'
N 861411" W
56.12'
OREGON
C28 1312.39' 2'27'34" 56.34'
N 8346'53" W
56.33'
JUNE 30, 1997
C29 1312.39' 2'28'24" 56.66'
N 81'18'54" W
56.65'
DANIEL A. RENTON
2830
C30 1312.3x' 1'18'16" 2x.88'
N 79'25'34" W
29.88'
Expires 12-31-2016
50 25 0
50 75 100
SCALE 1 INCH =
50 FEET
SCALE:
l"=501
JOB NO.
14-133
MINISTER--GLAESER
DATE: 1°
-1s -1s
SURVEYING INC.
CALC BY:
DAR
`
2200 E. EVERGREEN BLVD.
DRAWN BY: CAG
VANCOUVER, WA 98661
CHECKED
BY: DAR
I
(360) 694-3313
SHEET SOF -4_
Data eoeive :: !!
Planner: AL Pq 2okq
DEED REFERENCE:
GRANTOR:
JOHN L. SHAMA,
i 2 i
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TRUSTEE OF THE
I {
BANNER
FNC. 1.1' E.O.L.
MORTGAGE, INC
"LUCERNE
J7
MEADOWS
401K PROFIT
LOT 104
SHARING PLAN
GRANTEE:
HAYDEN HOMES,
6' CEDAR
BOARD
LLC
DOC. NO.:
2014-043585
DATE:
11-03-2014
FENCE--" 5
0.9' E.O.L.
4
6' CEDAR
BOARD
FENCE
FNC. 1.3' E.O.L. j
3 !
LOT 102
11' PUE AND -t—
LOT 105
LOT 10
4' HOGWIRE
FENCE
SURVEY REFERENCES:
1) PLAT OF "ROCKY ROAD" DOC. NO.
2004-074863
2) PLAT OF "HAIDYN MEADOW FIRST ADDITION"
FILE 75, SLIDE 615
3) PLAT OF "LUCERNE MEADOWS" FILE 73,
SLIDE 337
4) CSF 30235
SIDEWALK EASEMENT
---�.,
i 2 i
I I
LOT 103
I {
0
FNC. 1.1' E.O.L.
{ 1 {
{
"LUCERNE
J7
MEADOWS
10' PRIVATE
STORM DRAINAGE
{ EASEMENT
LOT 104
--I
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TRACT "A"
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BOARD
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FENCE -
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CORNER 0.7' 6
N.O.L. & 0.8'
E.O.L. .. !
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LOT 10
4' HOGWIRE
FENCE
SURVEY REFERENCES:
1) PLAT OF "ROCKY ROAD" DOC. NO.
2004-074863
2) PLAT OF "HAIDYN MEADOW FIRST ADDITION"
FILE 75, SLIDE 615
3) PLAT OF "LUCERNE MEADOWS" FILE 73,
SLIDE 337
4) CSF 30235
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MINISTER AND GLAESER
SURVEYING, INC. MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ADVERSE POSSESSION,
ACQUIESCENCE, ESTOPPLE, ETC.
SPRINGFIELD PLANNING NO. TYP214-00017
TAX MAP 18-02-05-12 TAX LOT 9001
DWG FILE: 14133.DWG DRAWN BY: CAG CALC BY: DAR
0
SOUTHERN PACIFIC
RAILROAD
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MINISTER AND GLAESER
SURVEYING, INC. MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ADVERSE POSSESSION,
ACQUIESCENCE, ESTOPPLE, ETC.
SPRINGFIELD PLANNING NO. TYP214-00017
TAX MAP 18-02-05-12 TAX LOT 9001
DWG FILE: 14133.DWG DRAWN BY: CAG CALC BY: DAR
0
SOUTHERN PACIFIC
RAILROAD
j9 10 11
m cf' 12
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GLACIER MEADOWS LOOP
23
13 {
14
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{ EASEMENT
UNLESS NOTED OTHERWISE.
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15
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INDICATES FOUND 5/8" IRON ROD WITH YPC
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STAMPED "D.W. BAKER PLS 1978" (HELD),
{ EASEMENT
UNLESS NOTED OTHERWISE.
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INDICATES EAST OF LINE
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INDICATES PUBLIC SIGHT VISION
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4-1-1mmm0'X13'
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—X
RECORDED LANE COUNTY SURVEYORS OFFICE
DATE:`�8�1z C.S. FILE NO. 4379Z—
BY: x ' c� t >�C� �,u,.,� FILING D A TE: 3 NOV. `� lv 5
Lane County Clerk
Lane County Deeds and Records
11111111 II I I I II I I II II II I III I II II 1111111111111111 $387.x0
01611119201600548780010017
11/03/2016 02:09:14 PM
RPR -SUED Cnt=1 Stn=41 CASHIER 02
$5.00 $340.00 $10.00 $11.00 $21.00
X-- \- ,,
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FENCE
LOT 9
?,0 F�
LOT 10
VCE ON LINE
LOT 1 ( FZQP I LOT 4
EASEMENT NOTES:
1. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE
PLACED ON OR IN A PUBLIC UTILITY EASEMENT.
2. NO SCREEN OR OTHER PHYSICAL OBSTRUC11ON IS PERMITTED BETWEEN 2.5 AND
8 FEET ABOVE THE ESTABLISHED HEIGHT OF THE CURB IN THE PUBLIC
SIGHT VISION CLEARANCE EASEMENT.
3. PRIVATE SLOPE EASEMENTS - NOTES AND RESTRICTIONS:
A. THE 5 FOOT PRIVATE SLOPE EASEMENTS SHOWN HEREON ARE FOR THE
PROTECTION OF SLOPES AND RETAINING WALLS LOCATED WITHIN THE
EASEMENT AREA.
B. NO LOT OWNER MAY TAKE ACTION TO ADD, CONSTRUCT OR PLACE ANY
IMPROVEMENT AND LANDSCAPING IMMEDIATELY ADJACENT TO OR WITHIN
THE RETAINING WALL PRIVATE SLOPE EASEMENT AREA IF SUCH ACTION
WOULD RESULT IN WEAKENING OF OR DAMAGE TO THE RETAINING WALL,
SIGNIFICANTLY INCREASE THE ENGINEERED LOAD ON THE RETAINING WALL,
OR CAUSE DAMAGE TO THE RETAINING WALL OR SURROUNDING LOTS. ANY
LOT OWNER WHO VIOLATES THE FOREGOING PROHIBITION OR WHO OTHERWISE
DAMAGES THE RETAINING WALL SHALL BE RESPONSIBLE FOR ALL COSTS OF
REPAIR AND RESTORATION OF THE RETAINING WALL AND OTHER RESULTING
DAMAGES.
moo
d-
A SUBDIVISION IN A PORTION
OF THE NW 1/4 OF THE
NE 1/4 OF SECTION 5,
T. 18 S. R 2 W., W. M.
CITY OF SPRINGFIELD
LANE COUNTY, OREGON
LEGEND:
MINISTER—GLAESER DATE' - -
T SURVEYING INC. CALC BY: DAR
2200 E. EVERGREEN BLVD. DRAWN BY. _CAG
VANCOUVER, WA 98661 CHECKED BY: DAR
(360) 694-3313 SHEET 3 OF 4
Date Received:
Planner: AL
INDICATES FOUND 5/8" IRON ROD WITH YPC
STAMPED "D.W. BAKER PLS 1978" (HELD),
UNLESS NOTED OTHERWISE.
E.O.L.
INDICATES EAST OF LINE
W.O.L.
INDICATES WEST OF LINE
N.O.L.
INDICATES NORTH OF LINE
PSVCE
INDICATES PUBLIC SIGHT VISION
CLEARANCE EASEMENT
REGISTERED
INDICATES RIGHT OF WAY CENTERLINE
PUE
INDICATES PUBLIC UTILITY EASEMENT
—X
INDICATES FENCE LINE AS NOTED
MINISTER—GLAESER DATE' - -
T SURVEYING INC. CALC BY: DAR
2200 E. EVERGREEN BLVD. DRAWN BY. _CAG
VANCOUVER, WA 98661 CHECKED BY: DAR
(360) 694-3313 SHEET 3 OF 4
Date Received:
Planner: AL
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SCALE: 119=501
JOB NO. 14-133
10 18 16
MINISTER—GLAESER DATE' - -
T SURVEYING INC. CALC BY: DAR
2200 E. EVERGREEN BLVD. DRAWN BY. _CAG
VANCOUVER, WA 98661 CHECKED BY: DAR
(360) 694-3313 SHEET 3 OF 4
Date Received:
Planner: AL
PREPARED BY:
MINISTER AND GLAESER
SURVEYING, INC.
2200 E. EVERGREEN BLVD.
VANCOUVER, WA., 98661
(360) 694-3313
DETAIL "B"
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ROCKY ROAD DRIVE
ROCKY ROAD DRIVE
N 90'00'00" E 21.00'
VISION
CLEARANCE
.`� EASEMENT
TRACT "A" k /
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DETAIL "C"
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FND 5/8" IR W/YPC
STAMPED "PLS 655"
NORTH 0.23' FROM CALC'D POSITION
(HELD EASTING)
DESTROYED DURING CONSTRUCTION
IRON ROD SET AT CALCULATED
RIGHT-OF-WAY CORNER
S 86'11'09" W
N 90'00'00" E 30.00' 15.OS
O
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N 90'00'00" W
N 90'00'00" E
TRACT "A"
STORMWATER TRACT TO
BE DEDICATED TO THE
CITY OF SPRINGFIELD
SEE DETAILC�s
"C" FOR
PUBLIC
SIGHT
VISION
EASEMENT
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11.00'
PUE AND
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THE NE CORNER OFA
LOT 13 IS 0.16' EAST
OF THE SE CORNER
pQ`IV OF TRACT "A" W
M� P` (MONUMENT NOT
LOT 13 FOUND) M
N
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CURVE TABLE
CURVE
RADIUS
DELTA
ARC DIST.
CHORD BEARING
CHORD DIST.
C15
4.00'
90'04'37"
6.29'
S 44'57'42" E
5.66'
C34
4.00'
90'00'14"
6.28'
N 45'00'35" W
5.66'
C45
4.00'
1 89'59'46"
6.28' 1
S 44-59'25" W
1 5.66'
10)
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RECORDED
DATE: I I G W&
BY: 4C&W.M4t ...A
28 Lane County Clerk ��Y�
Lane County Deeds and Records �0N6-O0 (8
11111111 111 $387,00
01611119201600548780010017
0' 11143!2016 02:09:14 PM
S 89-59'1 8" w 20.0
RPR -SUED Cnt=1 Stn=41 CASHIER 02
$5.00 $340.00 $10.00 $11.00 $21.00
GLACIER MEADOWS
" SUBD-M- -SION
C
A SUBDIVISION IN A PORTION
N 7 602',,,, w OF THE NW 1/4 OF THE
' 4g NE 1/4 OF SECTION 5,
S 89.59'18" W T. 18 S. , R 2 W. , W. M.
,
FND 5/8" IR WITH
DAMAGED CAP
{UNREADABLE} CITY OF SPRINGFIELD
(HELD) LANE COUNTY, OREGON
W
Ld
I..- 00
W
I— rhi
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0
z
ARIES
LEGEND:
• INDICATES FOUND 5/8" IRON ROD WITH YPC STAMPED
"D.W. BAKER PLS 1978" (HELD), UNLESS NOTED
OTHERWISE.
INDICATES 5/8" x 30" IRON ROD WITH
(RENTON 2830) CAP SET
{ INDICATES 1" BRASS CAP
(RENTON 2830) SET IN CONCRETE
NOTES AND RESTRICTIONS:
1) THE BASIS OF BEARINGS IS PER THE PLAT OF
"ROCKY ROAD", LANE COUNTY SURVEY RECORDS.
2) THIS SUBDIVISION IS SUBJECT TO THE CONDITIONS OF
APPROVAL PER THE CITY OF SPRINGFIELD FILE
NUMBERS TYP 214-00017, TYP 214-00019 AND
TYP 214-00020.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
pm'�' aA-�-
OREGON
JUNE 30, 1997
DANIEL A. RENTON
2830
Expires 12-31-2016
Date, Received'--00-
Planner:
eceived' 00 -Planner: AL
b `� OV N
3)
NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
N 90'00'00" W N 90'00'00" W
10.13' ��J — — — — — —
i
4)
THIS SUBDIVISION IS SUBJECT TO THE DECLARATION
` 9.97'
N 00'04'37"
OF PROTECTIVE COVENANTS, CONDITIONS, AND
N 90'00'00" W
4.35'
RESTRICTIONS FOR "GLACIER MEADOWS" RECORDED AS
RECORDING NUMBER 2A! G - 0.54S80
FND 5/8" IR WITH
DAMAGED CAP
W
=
LANE COUNTY DEED RECORDS.
(UNREADABLE)
(HELD)
M
5)
NO SCREEN OR OTHER PHYSICAL OBSTRUCTION IS
N
PERMITTED BETWEEN 2.5 AND 8 FEET ABOVE THE
Z
ESTABLISHED HEIGHT OF THE CURB IN THE PUBLIC
SIGHT VISION CLEARANCE EASEMENT.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
pm'�' aA-�-
OREGON
JUNE 30, 1997
DANIEL A. RENTON
2830
Expires 12-31-2016
Date, Received'--00-
Planner:
eceived' 00 -Planner: AL
b `� OV N