HomeMy WebLinkAboutPlans Applicant 8/3/2023LEGEND
O FOUND 5/8" IRON ROD W/YPC INSCRIBED -AKS ENGR." PER
"MARCOLA MEADOWS PHASE 4", COUNTY SURVEY FILE NO. 45869,
UNLESS NOTED OTHERWISE
JD FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." PER
"MARCOLA MEADOWS PHASE 2B", COUNTY SURVEY FILE NO. 45725
FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." PER
"MARCOLA MEADOWS PHASE IB", COUNTY SURVEY FILE NO. 45406
W/YPC WITH YELLOW PLASTIC CAP
CS COUNTY SURVEY FILE NUMBER, LANE COUNTY SURVEY RECORDS
LPPN LAND PARTITION PLAT NUMBER, LANE COUNTY PLAT RECORDS
DOC. NO. DOCUMENT NUMBER, LANE COUNTY DEEDS AND RECORDS
MM P MARCOLA MEADOWS PHASE, LANE COUNTY PLAT RECORDS
4�J
a. ,
1263 282 281 280 m
nr'IA
-L-� 50.00
V STREET S81 -42'34" W'
176' 2771278' 279
2 255, 254
56 ,
�iREEi
_•r , "
PHASE i yA
r0 445
2s0 444
251 252
TRECT 59.68'
S05'53'20"W
MARCOLA MEADOWS PHASE 5
A REPLAT OF A PORTION OF PARCEL 3, LAND PARTITION PLAT NO. 2022-P3052,
LOCATED IN THE NORTHWEST 1/4 OF SECTION 30, T.17S., R.2.W. AND THE
NORTHEAST 1/4 OF SECTION 25, T.17S., R.3.W., W.M.,
N CITY OF SPRINGFIELD, LANE COUNTY, OREGON
DATE: MARCH 24, 2023
SCALE: i"-100 FEET
100 a 20 SO 100
NOTE: BETWEEN MONUMENTS OF RECORD, MEASURED DISTANCES,
BEARINGS, AND CURVES ARE THE SAME AS RECORD PER
THE ADJACENT PLAT, EXCEPT FOR C3 WHICH IS THE
REMAINER OF C4, PARTITION PLAT 2022-P3052, LESS C12,
MARCOLA MEADOWS PHASE 2B.
Q'
Y
Q
152
51 p1
156 155 154 153 w
161 160 159 158 157 (RADIAL)
162
64 163 2B" SBi'42'34"W
166 165 ,,, ,, A1FADOWS PHASE 50.00'\_
9 149 1, 1 1
MARCOLA MEADOWS PHASE 2H
C10
345
346
L=14.14 881142 34 337 338 339 340 341 343 344
_ _ L-14.14' C11 342 347 I 368
V SiREEARINGS
BASIB 4.9609.56' 333 334 335 336 3489
_ 12- - ` - 581'42 3
L=14.14' 318 319 320 349 w I 370
<1 371
315 316 317 rQ' 350 0
309 310 311 312 313 314 4% 365 364 363 362 361 360 359 358 357 356 351 ° I 372
I' 325 324 323 322 321 a 355354 �I 373
329 328 327 326 r -� _ STR�F 353352
=1 332 331 330 \ TRACT
r 1 _ 385 364 383 382 381 380 379
U STREET _
386 378 \
426 425 424 w 377
438 437 436 435 434 433 432 431 430 429 42842 7 0. 388 389 390 391 392 393 376 375 374 w1
423 387 394 it 398 399
I ti
395
439 422 T -DEFT 396 co
397 r -J
421 - \ l 401
440 I _
TRACT G 420 415 414 � 402
443 442 441 / 419 418 417 416 413 412
411 410 409 408 407 406 405 404 403
TRACT H o
RECORDED
TE:
COUNTY CLERK
BY:.
H
61.00' - �---
N88102'05"W�C2
SEE L=l4.14'
ETAIL 366 367
PARCEL 1 I INITIAL
POINT
PARCEL 2
SHEET 1 CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
365.00'
64'07'14"
408.48'
N34'01'32"F 387.49'
C8
565.00'
15'04'47"
148.70'
S75'40'50"W 148.27'
C2
9.00'
90'00'00"
14.14'
N43'02'05"W 12.73'
C9
635.00'
13'3$07"
150.38'
S745530"W 150.03'
C3
565.00'
1'39'36"
16.37
N08'51'53"W 16.37'
CIO
9.00'
90'00'00'
14.14'
S36'42'34"W 12.73'
C4
9.00'
8637'19"
13.61'
S4659'40"W 12.35'
C11
9.00'
90'00'00'
14.14'
N5317'26"W 12.73'
C5
225.00'
16'42'17'
65.60'
S12'02'09'W 65.37'
C12
9.00'
90'00'00"
14.14'
S36'42'34"W 12.73'
C6
175.00'
13'50'45"
42.29'
N1327'54"E 42.19'
C13
4.00'
90'00'00"
6.28'
53642'34"W 5.66'
C7
9.00'
10379'18"
16.23'
N45'07'O7"W 14.17
CITY OF SPRINGFIELD PLANNING NO. 811-21-000130-TYP2
ASSESSOR'S MAP 17023000 TAX LOT 1806
w '
u1
i�
o
z
F wiw
M
SET IN
400 CS 45090
1
i
SHEET 1 OF 6
'
�S
L.1 870
�\\/ 6� L=16.37' 61.00'
I, C3 N88'02'05'W
LANE COUNTY SURVEYORS OFFICE
CSF NO.
FILE DATE
J G
I
345
'
�S
L.1 870
�\\/ 6� L=16.37' 61.00'
I, C3 N88'02'05'W
PLAT BOUNDARY, NARRATIVE, SHEET 1 CURVE TABLE
J G
I
345
CO f 366 367
SHEET 2 CURVE TABLE
U I h�
LOTS 333-373 AND TRACT F, SHEET 3 CURVE TABLE
150
936q�3.
346
r4
CURVE TABLE
SHEET 5 -
BOUNDARY DETAIL
NOT TO SCALE
BETWEEN MONUMENTS OF RECORD, MEASURED DISTANCES,
HEARINGS, AND CURVES ARE THE SAME AS RECORD PER
THE ADJACENT PLAT. C4 -C8 (INCLUSIVE) ARE PER CS
45725 (PHASE 2B), THE EASTERLY TANGENT (61.00') IS
PER CS 45406 (PHASE 1B), AND C3 IS THE REMAINDER OF
C4, LPPN 2022-P3052, LESS C12 OF SAID CS 45725.
SHEET INDEX
SHEET 1 -
PLAT BOUNDARY, NARRATIVE, SHEET 1 CURVE TABLE
SHEET 2 -
LOTS 309-332, 420-446, TRACTS G AND H,
SHEET 2 CURVE TABLE
SHEET 3 -
LOTS 333-373 AND TRACT F, SHEET 3 CURVE TABLE
SHEET 4 -
LOTS 374-419, TRACTS I AND J, PARTIAI SHEET 4
CURVE TABLE
SHEET 5 -
SURVEYOR'S CERTIFICATE, PLAT NOTES, PARTIAL
SHEET 4 CURVE TABLE
SHEET 6 -
DECLARATION, ACKNOWLEDGMENT, APPROVALS &
ACCEPTANCES, POST MONUMENTATION CERTIFICATE,
POST MONUMENTATION COMPLETION NOTICE
TRACT I SET IN LPPN / REGISTERED
1172.57' 2022-PJ052 PROFESSIONAL
LAND SURVEYOR
o PARCEL 2 76.62' TRACT J
Q� N S24'05'40"ESET N, -5/8-IR W YPC Cha
P3�52 LPPN 2022-P3052 N66ERAKER PDS 9", MARGPREPAREDHB FOR LLC �JANUARY
�OPAU 95
2022 \ CS 33731 WILSO SW PARKWAY AVE 2698
LPPN WLsoNULLE, OR s7D7o
NARRATIVE RENEWS 12/31/2024
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE A PORTION OF PARCEL 3, LAND
PARCEL 2 PAR710N PLAT N0. 2022-P3052, LANE COUNTY PLAT RECORDS. THE BASIS OF JOB NAME: MARCOLA PH5 AKS ENGINEERING & FORESTRY, LLC
12965 SW HERMAN RD, STE 100�
\o BEARINGS (581'42'34"W) IS ALONG THE SOUTHERLY LINE OF "MARCOLA MEADOWS JOB NUMBER: 7736 TUALATIN, OR 97062
PHASE 2B", LANE COUNTY SURVEY FILE NO. 45725. 503.563.6151
THE NORTHERLY AND WESTERLY PLAT LINES ARE PER "MARCOLA MEADOWS PHASE DRAWN BY: GEE WWW-AKS-ENG.COM
113", "MARCOLA MEADOWS PHASE 2B" AND "MARCOLA MEADOWS PHASE 4". THE
SOUTHERLY AND EASTERLY PLAT LINES ARE PER PARTITION PLAT NO. 2022-P3052. CHECKED BY: MSK
I HELD ALL MONUMENTS AND DATA FROM SAID PARTITION PLAT AND SAID MARCOLA ENGINEERING • SURVEYING • NATURAL RESOURCES
MEADOWS PLATS. DRAWING NO.: 7736PH5 FORESTRY-PLANNING-LANDSCAPEARCHITECTURE
LEGEND MARCOLA MEADOWS PHASE 5
O FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
CENGR." ER "MACOLA OUNTYPSURVEYRFILE NO. 4,5869 PHASE $, N A REPLAT OF A PORTION OF PARCEL 3, LAND PARTITION PLAT NO. 2022-P3052, Hr;roRDED
® FOUND 5/8' IRON ROD W/YPC INSCRIBED -AKS LOCATED IN THE NORTHWEST 1/4 OF SECTION 30, T.17S., R.2.W. AND THE DATE:
COUNTY CLERK
ENGR." PER "MARCOLA MEADOWS PHASE 26',
COUNTY SURVEY FILE NO. 45725 JON NORTHEAST 1/4 OF SECTION 25, T.17S., R.3.W., W.M., BY:
❑ IRON ROD WITH 2" ALUMINUM CAP INSCRIBED "AKS
ENGR." PER "MARCOLA MEADOWS PHASE 213", CITY OF SPRINGFIELD, LANE COUNTY, OREGON
COUNTY SURVEY FILE NO. 45725, DESTROYED,
5/8" X 30° IRON ROD WITH 2" ALUMINUM CAP DATE: MARCH 24, 2023 ._--'-r
SCALE: 1
INSCRIBED "AKS ENGR.' TO BE POST-MONUMENTED "= 50 FEET _ Cil 50-00'-
0 FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP - `
INSCRIBED "AKS ENGR." PER "MARCOLA MEADOWS 50 0 10 25 50 V L=14.14' l,RA01 „W
PHASE 4", COUNTY SURVEY FILE N0. 45869
• 5/8" X 30" IRON ROD W/YPC INSCRIBED �~ �5 25'00
"AKS ENGR." TO BE POST-MONUMENTED PSE PUBLIC STORMWATER EASEMENT _ -�--� 50.00
■ 5/8" X 30" IRON ROD WITH 2" ALUMINUM POE PUBLIC UTIUTY EASEMENT �_ BAS$ Of BEARINGS 50.0E 7,50' PUE 333
50.00-
S.F.
CAP INSCRIBED "AKS ENGR." TO r, 34 w 809.E>6 50.00 w 320
SF. SQUARE FEET S81.42
BE POST-MONUMENTED 0•_ _ -50. 50.00
8 w 319 g`�, 6,360 $ z
X50.0 ry w 318 o n 5,000 mom S.F. ' O
W/YPC WITH YELLOW PLASTIC CAP - 50.00 317 °'
C12 _50.00 _ w w o r 5&F. o r S.F. w r
-! 316 `�, 5.000 mor S.F. Z Lu
So.00 L=14.14' no -50'QO - W 315 8 r s,000 $ r s.F. s m � 4 ,
V STREET
279
278
g
.rnMWS �
`PHASE 4 ' o
`1
254
253
255
;� 0 STREET
�a3.2 "2
881'42 34 W
252
TRACT
E
D1 W 50. 313 w 314 0 s,000 o s.F. g cn
2. J 54.78 w g r 5,000 6378 ' �j, w Z
1r m Im O
25.00 w 311 o N 3000 r 5,5000 0 S.F. s' 50.00 N81'4234E 4 �.ir"- U
309 ..+ 310 $ r 5,000 o f S.F. S o ` u+ 00. 50.00' 981' CL
I p" N rm
1 -c�"'�., 5,000 g f S.F. o '�' `�' N814234E 1 UA 365
6,360 " S.F. mo 50.00' N81'42'34"E 1 U
S.F.g '" 50'00 N81'4234 E 322 ;
o 50.00'
50.00' N81'4234E N61'42'34"E 3 o N
323 6S.F. g 321 d
I"E
100'PUE 50.00 Sal' 325 NBr4x' 325 3 324 $ r SS FO o r 5AF0 $ r S.F. 1 25
50.00' N81'42'34 E 326 '� -oo r 5,000 S r
1 63.76' N81'42'34E 327 * o N 5,000 S r S.F.
U! 328 s b'N 5,000 $ r S.F. o z
Jo'N 1 N81'42'34"E z C27
o N 5,000 � � S.F.
3 329 -o N 5,000 0.- S.F. g m z 3'0'
3 330 s 000 o S.F. o m ! z 50,00'
331 -o - 5,000 r_ S.F. 4 0 z -50.00'
332 g A 5,000 o S.F. $ o mow-SD.DD- _�-
~ 0 6.374 0o r S.F. mo �d _ -50.00"--�--
g� 1 S.F. -� 50.00'
m 50.00'
_ V STREET 422fi
I -50.00 !
25 i 25 -50.00' 677.56 _ --� _ - 35.00' C113
35.00' _ 35.00_ - C'
C26 �- 50.00' 3500'_ 7,p0' PUE
35.00' F. 424 ��, �1� L
35.00'
a5.00' w 427 " 4 0 s F 5 z5
35.00. _ ,,, 428
35.00' w 429 . .
J-- N r o�4
w 430
44._49' r 35.00' 431 m 3,150 =
m i 2 . � N
34"E 35.00' W 432 w io o N o F- �, -
NB_35.00 w 433 "` o C o r$ 3,150
�' "d m 3,150 S.F. L Cl &112 �
Tae ' y •.•� _112.30'- 435 w 434 N 8. '`v- $ m �' $ 3,150 3.150 S.F. S.F. 46.14' 7
-oo, r 8 rn m 3,150 S.F. S.F. 35.00. 35.00' ro Z
?e "' 25' 5.03' 438 od a o 437 "' N o 5- o r m �° N 4,050
:n 917 o . rn m o S.F. 35.00 1y 151.14' vim H
25'$ 5" !b 9� {\ 41662 S.F. " �' "' o r 3,150 '" 3,150 S.F. 35.00' 881'4234 n� Z
3,15035.00' 40`23 w O
o v� 3,150 S.F. 35.00' 5.245 S.F. -moo U
E i r .n 3,150 S.F. 45.00' 8 m
r N81' r 3150 S.F. 35.00' ,�; 147.86' bio
n 4,837 -o m S.F. 35.06
S.F, o S.F. 501. 50 360.00 581'42'34"W
S37'55'44'E v. �. 35.00 35.06' 42'34 422'v IJ
25.03' " tO y5.00' 35'00' o 0 5,050 S.F. i
439 t o
� �r � 84.70•. _ � ` � ^ 5$13423 'W � Q
_S87'04'24"E 8 421 1 �7�0• _ T _
15.00' - `•, u' a N81'4957"
1- g 5,001 S.F. 1 W
/ 1
J�9• C11-E'01v0 �e4`& ,pFP$E 4,461 S.F. ,"'< m z F_L.--125.7^ Qe STREET
L=24.62' `• 81.17' w TRACT G _ - _581-475471
S87'00'23"E 1.367 ACRES 420
/p /� n -' " g1 4,344 S.F. r i
`b 442A 441 SEE NOTE 2, SHEET s 1p4.67'
3957 SF ` 5913 SF �U
581'4234'50
:�`
.50' PUBUC PEDESTRIAN AND
1725,
LBICYCUE ACCESS EASEMENT
- '- - - - -
Y SURVEYORS OFFICE
7DATE
7}46
5.03'
$'5
�
4,091 S.F.
c'
re
85.8•!
N5317'26"W 12.73'
581'42'3450
8N
14.14'
445
m �'
4.00'
3,676 S.F.
O
i3
6
300.00'
N
881'6.39'
4234"W
hW�h!
300.00'
S
r
444
C19
300.00'
4,902 S.F.
109.71
SHEET 2 OF 6
SHEET 2 CURVE TABLE
.50' PUBUC PEDESTRIAN AND
1725,
LBICYCUE ACCESS EASEMENT
- '- - - - -
Y SURVEYORS OFFICE
7DATE
DELTA
LENGTH
SHEET 2 CURVE TABLE
.50' PUBUC PEDESTRIAN AND
1725,
LBICYCUE ACCESS EASEMENT
- '- - - - -
RADIUS
DELTA
LENGTH
CHORD
AKS ENGINEERING & FORESTRY, LUG
12965 SW HERMAN RD, STE 100
TUALATIN, OR 97062
9.00'
9013)'00"
14.14'
N5317'26"W 12.73'
9.00'
9OW'00"
14.14'
536'4234'W 12.73'
RCURVE
4.00'
90'00'00°
6.28'
S36'42'34"W 5.66'
CHECKED BY:
300.00'
20'46'29"
108.78'
S02'05'49"W 108.16'
300.00'
14'51'04°
77.76'
S19'54'35"W 77.54'
C19
300.00'
20'5708'
109.71
816'5133°W 109.10'
C26
4.00'
9010600"
6.28'
55317'26"E 5.66
C27
CDC
90100'00"
6.28'
N36'4V34"E 5.66'
C105
325.00'
11101'51°
6257'
N1137'57°E 62.48'
C106
325.00'
1011'15"
57.79'
N2714'30"E 57.71'
C107
275.00'
1'47'02"
8.56'
N2626'36"E 8.56'
C108
275.00'
8'58'24"
43.07'
N21 -03'53"E 43.02-
C109
275.00'
8'21'32"
40.12'
N1223'55"E 40.08'
C1IO
275.00'
7'28'57°
35.91'
N0428'40°E 35.89'
C111
275.00'
719'45°
35.18'
NOT55'41"W 35.15'
C112
275.00'
1'41'53"
B.15
N072630°W 8.15'
C113
4.00'
90'OVDO"
6.28'
N5317'26'W 5.66'
C114
4.00'
90100'00°
6.28'
S36'42'34'W 5.66'
C115
29.00'
43'56'44"
22.24'
5301548"E 21.70'
0116
46.00'
1926'37"
15.61'
S4230'52'E 15.54'
C117
46.00'
2917'59"
23.52'
S18'08'34'E 23.27'
0118
46.00'
3233'14"
26.14'
512'4703"W 25.78'
C119
46.00'
25'34'41"
20.54'
S41'51'01"W 20.36'
C120
46.00'
18'4845"
15.10'
S64102'4$W 15.04'
C121
46.00'
3039'47'
24.62'
SBB'4Y00'W 24.32-
C122
46.00'
44'46'03'
35.94'
N5330'O6"W 35.03'
C123
46.00'
4719'45"
38.00'
N0727'12'W 36.93'
C124
46.00'
19'26'31
15.61'
N25'55'S9'E 15.54'
C125
29.00'
43'56'44"
22.24'
N13'4D-56°E 21.70'
C126
4.00'
90100'00'
6.28'
N5317'2fi'W 5.66'
443 5,105 C107 �7
S.F. L=8.56• ^ Q PREPARED FOR
2232• 83.03' 68.92' n 419 MARCOLA MEADOWS
58915'53"E 587101OS'E 438.50' >,pO, pUfi/ NEIGHBORHOOD LLC
X20.00' PUBLIC PEDESTRIAN ACCESS AND SANITARY 86716.54"E o, �. 27375 SW PARKWAY AVE
SEWER EASEMENT, DOCUMENT NO. 2021-035176, TRACT H S' WLSONVILLE, OR 97070
LANE COUNTY DEEDS AND RECORDS 42,502 S.F. '� TRACT I
PARCEL 1 LAND PARTMON PLAT
NO. 2022-P3052
CITY OF SPRINGFIELD PLANNING NO. 811-21-000130-TYP2
ASSESSOR'S MAP 17023000 TAX LOT 1806
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JANUAR
ORYEGO17 N
1995
GARY E. CAUL
2698
RENEWS 12/31/2024
- - - - - 706.84_ SEE NOTE 3, SHEET 5
- - _ _ _ - _ _
706 .30'
.50' PUBUC PEDESTRIAN AND
1725,
LBICYCUE ACCESS EASEMENT
- '- - - - -
tr
-1
- _ a
JOB NAME:
MARCOLA PH5
AKS ENGINEERING & FORESTRY, LUG
12965 SW HERMAN RD, STE 100
TUALATIN, OR 97062
JOB NUMBER: 7736
NOTES: NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUCTION SHALL
887'04'24 E 1172.$7'503.563.6151
DRAWN BY:
GEP
WWW.AKS-ENG.COM
AIIIIIIIIIIIIIIIII
BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT.
BETWEEN MONUMENTS OF RECORD, MEASURED DISTANCES AND BEARINGS,
AND CURVES ARE THE SAME AS RECORD PER THE ADJACENT PLAT.
PARCEL 1
25'
CHECKED BY:
MSK
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY• PLANNING• LANDSCAPE ARCHITECTURE
DRAWING NO.: 7736PH5
LEGEND
® FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." PER
"MARCOLA MEADOWS PHASE 2B", COUNTY SURVEY FILE N0, 45725
FOUND 5/8" IRON ROD W/YPC INSCRIBED 'AKS ENGR." PER
"MARCOLA MEADOWS PHASE 1B", COUNTY SURVEY RLE NO. 45406
0 IRON ROD WITH 2' ALUMINUM CAP INSCRIBED "AKS ENGR." PER
"MARCOLA MEADOWS PHASE 213", COUNTY SURVEY FILE NO. 45725,
DESTROYED, 5/8" X 30" IRON ROD WITH 2" ALUMINUM CAP
INSCRIBED 'AKS ENGR.' TO BE POST-MONUMENTED
• 5/8" X 30" IRON ROD W/YPC INSCRIBED "AKS ENGR." TO BE
POST-MONUMENTED
■ 5/8" X 30" IRON ROD WITH 2" ALUMINUM CAP INSCRIBED "AKS
ENGR." TO BE POST-MONUMENTED
W/YPC WITH YELLOW PLASTIC CAP
SF. SQUARE FEET
(R) RADIAL
PAUE PRIVATE ACCESS AND UTILITY EASEMENT
MARCOLA MEADOWS PHASE
A REPLAT OF A PORTION OF PARCEL 3, LAND PARTITION PLAT NO.
LOCATED IN THE NORTHWEST 1/4 OF SECTION 30, T.17S., R.2.W.
NORTHEAST 1/4 OF SECTION 25, T.17S., R.3.W., W.M.,
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
DATE: MARCH 24, 2023
NOTES: NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUC11ON
SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT.
BETWEEN MONUMENTS OF RECORD, MEASURED DISTANCES AND BEARINGS,
AND CURVES ARE THE SAME AS RECORD PER THE ADJACENT PLAT. SEE
BOUNDARY DETAIL NOTE ON SHEET 1 FOR V STREET - 30TH PLACE 135
INTERSECTION REFERENCES. 136
137
5
2022-P3052,
AND THE
RECORDED
N 6.:_
SCALE: 1"=50 FEET
50 0 10 25 50
PUE PUBLIC UTILITY EASEMENT 138
SDE PUBLIC STORM DRAINAGE EASEMENT 144 139
DOC. NO. DOCUMENT NUMBER, LANE COUNTY DEEDS AND RECORDS 141 L
PUP PUBLIC UTILITY EASEMENT PER LAND PARTITION PLAT NO. 144 143 142 V STREET '
2020-P2972, LANE COUNTY PLAT RECORDS 145
PUE2 PUBLIC UTILITY AND SIDEWALK EASEMENT PER DOCUMENT _ - L=16.37'
NO. 93-60016, LANE COUNTY DEEDS AND RECORDS
as 26 i - l �� C3 61.00' ^ !.
PBAE PUBLIC PEDESTRIAN AND BICYCLE ACCESS EASEMENT MEADOWS PHASE /- 76. �•�'S'k N88'02'0"5'W 1� i
NT, SH NOTE NUMBER 17 ON SHEET 5 "MARCOLA �' L�548�0 7'^j?�' v G
(� 45.50'
147 C'a� "3551, . i co I Ow 20 SDE
uJ 2L��' U µmi hG 9a 10.00' PUEiI--I
Y 150 gZREET c3^;� 4,586 S.F. 345 mg�q V" C36 u 366 367
V__150.16"3x L,n� 97.4r L=3.15' eg AD' 4,129 � - a,2n �
-�- C9 }575 C33 .� N88'02'05"W • . S.F. `o SSE I
_ C30 1=35?9 L� M '0oµ 346 „o'o',y zs p0 �5 f^`yi - _ -� N N88'0 '05'
Cx9 Lo35.15 3 .-. 3,162 S.F. °p
V, 8 30.50'.
C10 $61'4234.W 290.92 X00 40.00 .302! L_40.03' 89.51' o 56.68' n 24.00' r *i
w 343, f 344 - N88'02'05'W ;/� Fh 888'02'05"E 80.68'
.o r
00' L=14.14' 45.00' _ - I W L=1.08 W 342 3,ss2 = r 4,870 347 m ° 368 z o
45.00. _45.00'_- o0 340. 341'7' mow 0 2,993 s.F. 'i,' i� n� w.n o
(R IAI) �°" 339. "' `° a,7as r � S.F. (n r v c•n a = o
.'+ w 3,597 86.91• ° 3,344 S.F. a ,�
581'4234"W 37.00 _ 338 - a r 4,018 S.F. o S.F. 1.37' 85.00' o?
w 337 - o S a,000 f S F B'02 05"w
zs.Do 335 w 336 4,000 0 a,000 s s.F. S o 0 348 S 588'02'05'E 10.00'
x5.00 W o r 4,500 8 9 $ r S.F. mo .+
w 334 � o . o r S.F. F o V^ 35.04' "' 2,995 S.F. n 8 369 PBAE S
333 4,500 8 4,500 S r S.F. N 35.00' 27.63'
I $ . r S.F. $ 40.00' 13.36' � 35.00' N8426'13"E 66.91' I ' I 2,975
' 875..00' F.
4.582 - f S.F. g 40.00' 12,00 /x1.64' 3x.31 - `7.46' N880205W T 111 o
o S.F. o 6.3103• \ ! 28.00' N 20-17' n, N84'39'20"E 349 o U I 888'02'05"E o
320 40.00' i 81'42'34"E
o, 5,00' 40.00' N81'42'34"E 4B.36' N843V20"E ,� 3,507 S.F. ,'�-�
35.90 34'E N81'4234'E 49.64 z73 106.62' a
370
1 7.00• 45.033,a00 5 F $ 3
(F PUE 4` N815A. , 613'E N88'02'05"W
y"• 45.00' N81'42'34'E N81'4234"E 51.97 N64'2 •E
1 N b 85.00'
C 1 46.00 45. 4234E N814234 E y „�, ^moi 3,953 SS.F. n M o 588'0
t o�N 181.4x34"E Nal 3 360 w 359 58 - �� s.27' I 371 �I
0 1
,361 r 4,535 ry 358 `�" -ry 357 �' yo, i� N88'02'05"W 13 2.975
W.
o . 3 362 r+ N3,553 `p 8' 4,347 o f N P 5,985 + 1- 356 ,W i o 85.00' n
O. �'Ir 364 3 363 $ c� 4501 o r S.F. o m S.F. o S.F.s.F. H ^ S.F. n S.F. 6,804 0 °r 351 P�
�'� 1 o N 4,500 M1 o y - o = 2 h 5,350 S.F. I ;tlp a S�ti2'OS"E I
w 365 r S.F. o z z o S.F. 35,0 , N6 0 372 0
w U $ N 4,500 $ S.F. S$ z z = 7 633;x" I 'N M 2,975 S.F. I R
4,596
w W ' g S.F. - o S.F. z 355 °7' X 735°g, e I 85.00' I
T 321 6.jr=L=35.17 L=30.38' L=35.05' l= 2,981 ,W 354 3501 I x--700' 888'02'05 E I
Z ''2j5 ' z fg5.00.- 28.14 C52 C51- C50- C49 _73
X04 �=35p4 ro S.F. 3,052 "� 353 3006' P 2,975 uE SE b I
O 25 1 /C53 U STREET C4i tcJq Oj ry S.F.ry 3,199 I I 85.00'
w !� 42.00'. 45.00' r - -
�+ 88892'05°E
1 B Cq6 Cc3s `� �n� S.F.. I 25' 25' IL-1
Z 1e ', - a -7g 7` qt4°q' ery $ 352 e 10.00' PBAE---I
-,� 2L'4g7,' C43 37 2 S.FS to I o TRACT F
_- �� 18,981 S.F.
v' CONTINUED ON SHEET 4 \ (C Of x.76• I SEES NEOTE Z oNi III
1 "('.CS6,1 N H �. ,alm T 5
10.00' PUE2-I-
384 383 382 381 380 q, a
v �,� 7.83' o I I
1nIN 385 379 91, 3 -'� �C57 nn. L=14.14' •,�
386
424 25 N 25
COUNTY CLERK
CITY OF SPRINGFIELD PLANNING NO.
811-21-000130-TYP2
ASSESSOR'S MAP 17023000 TAX LOT 1806
SHEET 3 CURVE TABLE (CONTINUED)
CURVE
RADIUS
DELTA
LENGTH
CHORD
C52
425.00'
216'24"
16.86'
S82'50'46'W 16.86'
C53
4.00'
90'00'00"
6.28'
N5317'26"W 5.66'
C54
175.00'
5'40'16'
17.37
S1733'09"W 17.31'
C55
175.00'
12'45'06'
38.95'
S0820'28'W 38.87'
C56
225.00'
638'12"
26.06'
50517'01"W 26.05'
C57
4.00'
89'30'46"
6.25'
S36'0916"E 5.63'
C58
375.00'
7'0726"
46.63'
S84'28'22"E 46.60'
C59
9.00'
90'00'00"
14.14'
54657'55'W 12.73'
X56 o L=46,63'L C59
378 <o B _ ` $ 17' sus C58' 58.93'
N zrl U STREET o
377 C1667.93'
-
REGISTERED 376N S88'02'05"E
PROFESSIONAL f JOB
LAND SURVEYOR 375
374
35' I 35'
OREGON PREPARED FOR DRAWN BY:
JANUARY 17, 1995 MARCOLA MEADOWS NEIGHBORHOOD LLC
GARY E. PAUL 27375 SW PARKWAY AVE
2698 CHECKED E
WILSONVILLE, OR 97070
RENEWS 12/31/2024 DRAWING N
CEP
SHEET 3 OF 6
SHEET 3 CURVE TABLE
CURVE
LANE COUNTY SURVEYORS OFFICE
CSF N0,
FILE DATE
DELTA
LENGTH
SHEET 3 CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
9.DO'
901DUOO"
14.14'
N43'0704"W 12.73'
C3
565.00'
1'3936"
16.37'
N885Y5YW 16.37'
C4
9.00'
86'37'19'
13.61'
54659'40"W 12.35
C5
22500'
16'42'17"
65.60'
S12'02'09"W 65.37'
C6
175.00'
1350'45"
42.29'
N13'2r54"E 42.19'
C7
9.00'
10379'18"
16.13'
N45'07'07"W 14.12'
C8
56500'
15'04'47"
148.70'
575'40'50"W 14827'
C9
635.00'
1314'07"
150.38'
S7455'30"W 150.03'
C10
9.00'
90'00'00'
14.14'
S3642'34'W 12.73'
C14
400.00'
39'55'51'
278.77'
578'19'31"E 273.16'
C15
400.00'
18'25'39"
12865'
S6734'24"E 128.09'
C16
400.00'
1114'51"
78.52'
S8224'40"E 78.40'
C20
200.00'
18'25'22"
64.31'
SIIIO'36"W 64.03'
C21
200.00'
5'38'12°
23.17'
50517'01"W 23.15
C28
635.00'
0'05'51"
1.08'
N81'3938'E 1.08'
C29
635.00'
3'36'43"
40.03'
N79'48'21"E 40.02'
C30
635.00'
31619"
35.15'
N7624'51"E 35.15'
C31
635.00'
311'36'
35.39'
N7313'SYE 35.39'
C32
635.00'
31S31'
35.75'
N70'01'19'E 35.74'
C33
635.00'
016'07'
2.98'
N6896'30"E 2.98'
C34
565.00'
459'20"
49.19'
N70'38'07"E 49.18'
C35
565.00'
10'05'27"
99.51'
N7B70'30°E 99.38'
C36
225.00'
0'48'12'
3.15'
S1959'11"W 3.15'
C37
225.00'
8'54'03"
34.95'
315'0603"W 34.92'
C38
225.00'
843'07'
34.24'
SD619'28"W 34.20'
C39
175.00'
6'38'12'
20.27'
S0517'01'W 20.26'
C40
4.00'
9929'16"
6.94'
S5820'45"W 6.10'
C41
375.00'
8'40'11"
56.74'
N6734'00"W 56.57'
C42
375.00'
452'51'
31.94'
N60'48'01°W 31.94'
C43
425.00'
0'27'17'
3.37'
N5835'14'W 3.37'
C44
425.00'
4'45'1 If
35.27'
N6111'31'W 35.26'
C45
425.00'
44324"
35.04'
N65'55'52°W 35.03'
C46
425.00'
43506"
3COV
N70'35'07°W 34.00'
C47
425.00'
443'25"
35.04'
N7514'23"W 35.03'
C48
425.00'
4'51'33"
36.04'
N80'01'51"W 36.03'
C49
425.00'
4'030"
35.05
N84'4923"W 35.04'
C50
425.00'
4'0547"
30.38'
N8914.02"W 30.36
C51
425.00'
4'44'07'
35.12'
S86'21'01'W 35.12'
SHHET 3 CURVE TABLE CONTINUED THIS SHEET
AKS ENGINEEMNG do FORESTRY, LLC
12965 SW HERMAN RD, S1E 100�
TUAIATIN, OR 97062
503.563.6151
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING - NATURAL RESOURCES
FORESTRY- PLANNING -LANDSCAPE ARCHITECTURE
321 355T 354
U STREETLu
- -
-C14 353 g
L'278.7T -_ 352 a I
C70 369 C68 ` \� C3 ' J5 35'
,10,04 L=52.13' L=35.01' 1=43.26 �C67 `�
_ - M TRACT F
35.00 - <=
45. ?
IIW 9� C7ao.1o_ 383 _ r 382 ��3971 Ir 3a 380 - 3 29 1x 0.91
a u
mlN w 385 w 384 g 3.603 o f S.F. m S.F. rn T 3,459 $ 379.
386 ''3,150- my 4,050 o r SF. �' o o S.F. m 1� 3,412 4 $ AQ CI
m b N mv y� 2 S' S v w F -
o mo 3,965 o it S.F. $ r S.F. rn y S.F. �::� 378 ^ ` C64 4x, $ n'h in
I✓+ S.F. S g m 13.88, 35589 0 L=455' 1x �sB �, C75N U STREET
425 424 Lo
25, 1 25 1 m 40.04' 35.38' 21.27' 32.78' oh 377 a 1, �? L_,- �_ _ 67-93'" o %o
L=8.15' 45.00' 4'E 30.0 �• 4,063 �,h 'LSO o � -
C72 35,00' "81'423 N56 -40'03'E "8235'58"W 3 75, `' s.F. �''. 376 7• C61 '�' S88'02'OSE - z ----
44.20' "81'4234 E 49.26' 54.05' 99' "�
4734E N723r 3g. 916, 5^y' 3S 4 `337 � as 3. 065;
4234'E 11 46.02• W ?7 ,70 ...� 5 C
7.00' 3 391 "' '763, 18' 7 3 25'25' L- C8S_15.71' 43.22'
rPDE 389 390 h 392 w 4s. 34" >s s, 3,477 g �33.Bs' L=ts.2s'
3 ;,, r 3,575 �+ n 3,668 ,� 3,868 ro- ; w 47 '� S.F. 3, '� 374 I Lu r3 C87 C84 SET IN
9 388- 393 W �s y w• L=14.14'
423 387 b O 4015 S.F. m S.F. rn N a y JJ 2 a 3,793 0 ^
�m ` N 3,121 R i- S.F. m o z S.F. m ^ 3,675 a .o`•' 593 'S7' ??4 o n W „ 1 n g� 5.63' \, CS 45W0
�m 4,272 r 2 394 ?s5. N s , y S.F. �� 398. 3 399
In car am, S.F. m u� z 2 S.F. .A, W 83.4 0,• ti 0 3,262 S .3 400 %o
n n S.F. 5 z- W w 3,628 �• h ?" 700'-.1 co �5? � n 3,016 o N n^
$� L=11.73' _ �.a 36; `�" 1 n o 4,123
�d C76 L=32.68' L=31.56' S.F. moo. y 395 30' 9' J, PUE I S.F. n S.F. N m- J
C77 'C78 L'J4. A3.056 m N6 41 5j' I.- I I`Z00' SF. 11 o
C7g' 4, o^ = S.F. q°c �•� 396. 4, 37 k, N72 PUE vi 10.00'-J r
422 C74 6.04' �45.1H1'� 28.31 84' '� ,ti lis• 98' vi o` I I
C74 604
-3500• T STREET CBJgS, ^� b 3,093 a ate' Or"W o r 4286' PUE2
Lu r ��e c7s ET o 4.72' try 397
'2a,- C24 1'31 S.E y, 4,95 S.F.ow 583'00'46"E 38.83' 45.83'
Q -�- - - - -� 36' 4.86' '� m^ 5871548`E 588'02'09'E
N 2720' `� -111 W L-119.79` \ C87 L, 7'
2 r a / e
0 421 _ C25 _ �� - 581'4602 C82 0 COB 401 4,498 S.F. r
7 79.3]- 1 'moo
W QQ N8149'S7"W 1=57.25' N 78, G97� C96 N633g5+ V, C8913.57 124.41' rr
58]04'24"E r
1 56W 35.63' 34.C98 L=35.18 L=35.30} �pg5 W _� 021"59 L=33.66'
Z ^ �C10D_ 99 35'63' L-0.86' x3346 L'8g84: --.�_ _ 84__25' / •� S38 -46'39'E 402 4,435 S.F.
Z n S a 3.50' <x L�4� N87'04'24"W �J l �' ,C 7.73' 587'04'24"E 123.79'
420 X L-38.72' L=27.08' p
O r„ C101 8.31'
0 4� �� 417 3 415 3 3 413 72 ?S,3j, 093 /�� 35.00' 88.79'
u 3 418 3 416 - 3 ?3' 4=35. � C92 /
u"; n Fn iv n 412 ; 1=29.69 35.00' 35.00'. .84'- 1.
C91 v }� PAVE, SFE NOTE
Q� 419 `� 411 3 5.41' L=26.69' 17.09, 44.08' 17, SHEET 5
N M M410 3 3 320.00' 3 7
TRACT 5,256 0 o y N N o h 3 3 3 a
3,688 3,947 4,199 'R " "' m n :� 409' "' 408 ;., W n 1n ,-,
0 0 oa S.F. 3,269 N 3,483 S_F. S.F. S.F. 4,189 3,882 y w • * fi n 407 o - 406 � � 405 � m 404 0 403 1
S.F. 3,349 o ago `•'� o, r o e :r rn n ,6 n
S.F. S.F. S.F. ,n 2,945 oN n iv ro "' n !'> w •"' n a �, 6.165 !cp
o, 'Z v S.F. '^ 2,785 $ N S.F.
a41. 75.22' S.F. 2,789 532,705 - 2,814 R 3,282 3,409
35.00' 35.00' 35.02' 35.10, S.F. S.F. S.F. S.F. S.F. S.F. b4
r u 5863338"E 35.01' 35.00' 35.03' 35.03' 35.00' 35,01' 35.01' 3501' 35.00' S87'04'24°E /
586'5715"E 58821'50"E 569}4'26E S83yi'gi•E 585.48.01`E S88'03'08'E S89'44'OYE 589'44'01'E 5873.00' 58608'31'E 585'4.01,y 36 588'40'20"E 586'3oo' 5872 ool "835.05' `E
TRACT 25' I v erN /'b� 35.00' 35.05' 32.6 '
H 25' 8 Y 17.50' PUBLIC PEDESTRIAN AND TRACT I /
1 r_^, - - BICYCLE ACCESS
ACCESS EASEMENT
25' I 25'
i
m
Y � �
< I a
PARCEL n' I p 4 PARCEL 2
2 W o P3052
a N pN 2022-
CITY OF SPRINGFIELD PLANNING NO, 811-21-000130-TYP2
ASSESSOR'S MAP 17023000 TAX LOT 1806
38,015 S.F.
571_39'_ SEE NOTE 3, SHEET 5
575.12'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
RENEWS 12/31/2024
10.00' PUE2
SET IN LPPN 562'0 17.01
2022-P3052 v d`
- 17.01'
i
C733 /
158.94' L=1 0133
S87'04'24"E ---_.-
TRACT J 5960 22020-P 977'2
5,672 S.F. 1.'GV3ti
5/8" IR W/YPC INSCRIBED
SHEET 4 OF 6
LANE COUNTY SURVEYORSOFFICE
CSF NO.
FILE DATE
SHEET 4 CURVE TABLE
LEGEND
MARCOLA MEADOWS PHASE
5
LENGTH
O
FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.- PER
365.00'
64'07'14"
40848'
N34'01'32"E 38T49'
"MARCOLA MEADOWS PHASE 4•, COUNTY SURVEY RLE NO. 45669'
A REPLAT OF A PORTION OF PARCEL 3, LAND PARTITION PLAT NO.
2022-P3052,
RECORDED
S7899'31"E 273.16'
UNLESS NOTED OTHERWISE
400.00'
182539"
128.65'
•
5/8" X 30" IRON ROD W/YPC INSCRIBED "AKS ENGR." TO BE
LOCATED IN THE NORTHWEST 1/4 OF SECTION 30 T.17S., R.2.W.
AND
THE DATE.
COUNTY CLERK
■
POST-MONUMENTED
5/8" X 30" IRON ROD WITH 2" ALUMINUM CAP INSCRIBED "AKS
NORTHEAST 1/4 OF SECTION 25, T.17S., R.3.W., W.M.,
20'46'29"
BY:
S02V5'49"W 10818'
C18
300.00'
1451'04"
77.76'
S1954'35'W 77.54'
ENGR." TO BE POST-MONUMENTED
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
2057'08"
N
W/YPC
W1TH YELLOW PLASTIC CAP
200.00'
1 61512"
23.17'
S.F.
SQUARE FEET
DATE: MARCH 24, 2023
841929"
73.59'
(R)
RADIAL
200.00'
23'W'33"
80.84'
PAUE
PRIVATE ACCESS AND UTIUTY EASEMENT
NOTES: NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUCTION
3419'07"
119.79'
PUE
PUBLIC UTILITY EASEMENT
SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT.
1624'01'
57.25'
PUE2
PUBLIC UTILITY AND SIDEWALK EASEMENT PER DOC. NO, 93-60016
BETWEEN MONUMENTS OF RECORD, MEASURED DISTANCES AND BEARINGS,
81'48'16"
5.71'
CS
SURVEY NUMBER, LANE COUNTY SURVEY RECORDS
AND CURVES ARE THE SAME AS RECORD PER THE ADJACENT PLAT.
SCALE:
1"=50 FEET
LPPN
LAND PARTITION PLAT NUMBER, LANE COUNTY PLAT RECORDS
425.00'
4.43'11"
35.01'
DOG NO.
DUGUMENI NUMBER, LANE COUNTY DEEDS AND RECORDS
362 361 l 360359 358 357 50
532'54"
0 10 25 50
N61'44'50"W 41.14'
365 364 363
356
CONTINUED ON SHEET 3
0'36'48"
4.55'
321 355T 354
U STREETLu
- -
-C14 353 g
L'278.7T -_ 352 a I
C70 369 C68 ` \� C3 ' J5 35'
,10,04 L=52.13' L=35.01' 1=43.26 �C67 `�
_ - M TRACT F
35.00 - <=
45. ?
IIW 9� C7ao.1o_ 383 _ r 382 ��3971 Ir 3a 380 - 3 29 1x 0.91
a u
mlN w 385 w 384 g 3.603 o f S.F. m S.F. rn T 3,459 $ 379.
386 ''3,150- my 4,050 o r SF. �' o o S.F. m 1� 3,412 4 $ AQ CI
m b N mv y� 2 S' S v w F -
o mo 3,965 o it S.F. $ r S.F. rn y S.F. �::� 378 ^ ` C64 4x, $ n'h in
I✓+ S.F. S g m 13.88, 35589 0 L=455' 1x �sB �, C75N U STREET
425 424 Lo
25, 1 25 1 m 40.04' 35.38' 21.27' 32.78' oh 377 a 1, �? L_,- �_ _ 67-93'" o %o
L=8.15' 45.00' 4'E 30.0 �• 4,063 �,h 'LSO o � -
C72 35,00' "81'423 N56 -40'03'E "8235'58"W 3 75, `' s.F. �''. 376 7• C61 '�' S88'02'OSE - z ----
44.20' "81'4234 E 49.26' 54.05' 99' "�
4734E N723r 3g. 916, 5^y' 3S 4 `337 � as 3. 065;
4234'E 11 46.02• W ?7 ,70 ...� 5 C
7.00' 3 391 "' '763, 18' 7 3 25'25' L- C8S_15.71' 43.22'
rPDE 389 390 h 392 w 4s. 34" >s s, 3,477 g �33.Bs' L=ts.2s'
3 ;,, r 3,575 �+ n 3,668 ,� 3,868 ro- ; w 47 '� S.F. 3, '� 374 I Lu r3 C87 C84 SET IN
9 388- 393 W �s y w• L=14.14'
423 387 b O 4015 S.F. m S.F. rn N a y JJ 2 a 3,793 0 ^
�m ` N 3,121 R i- S.F. m o z S.F. m ^ 3,675 a .o`•' 593 'S7' ??4 o n W „ 1 n g� 5.63' \, CS 45W0
�m 4,272 r 2 394 ?s5. N s , y S.F. �� 398. 3 399
In car am, S.F. m u� z 2 S.F. .A, W 83.4 0,• ti 0 3,262 S .3 400 %o
n n S.F. 5 z- W w 3,628 �• h ?" 700'-.1 co �5? � n 3,016 o N n^
$� L=11.73' _ �.a 36; `�" 1 n o 4,123
�d C76 L=32.68' L=31.56' S.F. moo. y 395 30' 9' J, PUE I S.F. n S.F. N m- J
C77 'C78 L'J4. A3.056 m N6 41 5j' I.- I I`Z00' SF. 11 o
C7g' 4, o^ = S.F. q°c �•� 396. 4, 37 k, N72 PUE vi 10.00'-J r
422 C74 6.04' �45.1H1'� 28.31 84' '� ,ti lis• 98' vi o` I I
C74 604
-3500• T STREET CBJgS, ^� b 3,093 a ate' Or"W o r 4286' PUE2
Lu r ��e c7s ET o 4.72' try 397
'2a,- C24 1'31 S.E y, 4,95 S.F.ow 583'00'46"E 38.83' 45.83'
Q -�- - - - -� 36' 4.86' '� m^ 5871548`E 588'02'09'E
N 2720' `� -111 W L-119.79` \ C87 L, 7'
2 r a / e
0 421 _ C25 _ �� - 581'4602 C82 0 COB 401 4,498 S.F. r
7 79.3]- 1 'moo
W QQ N8149'S7"W 1=57.25' N 78, G97� C96 N633g5+ V, C8913.57 124.41' rr
58]04'24"E r
1 56W 35.63' 34.C98 L=35.18 L=35.30} �pg5 W _� 021"59 L=33.66'
Z ^ �C10D_ 99 35'63' L-0.86' x3346 L'8g84: --.�_ _ 84__25' / •� S38 -46'39'E 402 4,435 S.F.
Z n S a 3.50' <x L�4� N87'04'24"W �J l �' ,C 7.73' 587'04'24"E 123.79'
420 X L-38.72' L=27.08' p
O r„ C101 8.31'
0 4� �� 417 3 415 3 3 413 72 ?S,3j, 093 /�� 35.00' 88.79'
u 3 418 3 416 - 3 ?3' 4=35. � C92 /
u"; n Fn iv n 412 ; 1=29.69 35.00' 35.00'. .84'- 1.
C91 v }� PAVE, SFE NOTE
Q� 419 `� 411 3 5.41' L=26.69' 17.09, 44.08' 17, SHEET 5
N M M410 3 3 320.00' 3 7
TRACT 5,256 0 o y N N o h 3 3 3 a
3,688 3,947 4,199 'R " "' m n :� 409' "' 408 ;., W n 1n ,-,
0 0 oa S.F. 3,269 N 3,483 S_F. S.F. S.F. 4,189 3,882 y w • * fi n 407 o - 406 � � 405 � m 404 0 403 1
S.F. 3,349 o ago `•'� o, r o e :r rn n ,6 n
S.F. S.F. S.F. ,n 2,945 oN n iv ro "' n !'> w •"' n a �, 6.165 !cp
o, 'Z v S.F. '^ 2,785 $ N S.F.
a41. 75.22' S.F. 2,789 532,705 - 2,814 R 3,282 3,409
35.00' 35.00' 35.02' 35.10, S.F. S.F. S.F. S.F. S.F. S.F. b4
r u 5863338"E 35.01' 35.00' 35.03' 35.03' 35.00' 35,01' 35.01' 3501' 35.00' S87'04'24°E /
586'5715"E 58821'50"E 569}4'26E S83yi'gi•E 585.48.01`E S88'03'08'E S89'44'OYE 589'44'01'E 5873.00' 58608'31'E 585'4.01,y 36 588'40'20"E 586'3oo' 5872 ool "835.05' `E
TRACT 25' I v erN /'b� 35.00' 35.05' 32.6 '
H 25' 8 Y 17.50' PUBLIC PEDESTRIAN AND TRACT I /
1 r_^, - - BICYCLE ACCESS
ACCESS EASEMENT
25' I 25'
i
m
Y � �
< I a
PARCEL n' I p 4 PARCEL 2
2 W o P3052
a N pN 2022-
CITY OF SPRINGFIELD PLANNING NO, 811-21-000130-TYP2
ASSESSOR'S MAP 17023000 TAX LOT 1806
38,015 S.F.
571_39'_ SEE NOTE 3, SHEET 5
575.12'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
RENEWS 12/31/2024
10.00' PUE2
SET IN LPPN 562'0 17.01
2022-P3052 v d`
- 17.01'
i
C733 /
158.94' L=1 0133
S87'04'24"E ---_.-
TRACT J 5960 22020-P 977'2
5,672 S.F. 1.'GV3ti
5/8" IR W/YPC INSCRIBED
SHEET 4 OF 6
LANE COUNTY SURVEYORSOFFICE
CSF NO.
FILE DATE
SHEET 4 CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
365.00'
64'07'14"
40848'
N34'01'32"E 38T49'
C14
400.00'
3955'51"
27877'
S7899'31"E 273.16'
C15
400.00'
182539"
128.65'
S67'3424E 128.09'
C16
400.00'
1114'51"
78.52'
S8224'40"E 78.40'
C17
300.00'
20'46'29"
108.78'
S02V5'49"W 10818'
C18
300.00'
1451'04"
77.76'
S1954'35'W 77.54'
C19
300.00'
2057'08"
109.71'
S1651'33"W 109.10'
C21
200.00'
1 61512"
23.17'
S0517'01'W 23.15'
C22
50.00'
841929"
73.59'
550'4552"W 67J2'
C23
200.00'
23'W'33"
80.84'
N75'29'37"W 80.29'
C24
200.00'
3419'07"
119.79'
N81'04'24W 116.01'
C25
200.00'
1624'01'
57.25'
S89'58'02"W 57.05'
060
4.00'
81'48'16"
5.71'
N3218'00"W 5.24'
C61
425.00'
357'41"
29.38'
N7113'19`W 29.38'
062
425.00'
4.43'11"
35.01'
N6652'52"W 35.00'
063
425.00'
532'54"
41.16'
N61'44'50"W 41.14'
C64
425.00'
0'36'48"
4.55'
N58'39'5VW 4.55'
C65
375.00'
611'46"
1 4D.55
N6177'2B"W 40.53'
C66
375.00'
653'24"
45.09'
N68'00'03"W 45.07
067
375.00'
655'14"
45.29'
1474754'22•W 45.27'
C68
375.00'
636'35'
43.26'
N81'4016"W 43.24'
069
375.00'
520'58"
35.01'
N87'39'03"W 35.00'
C70
375.00'
737'54"
52.13'
S85'41'31"W 52.09'
C71
4.00'
90'00'00'
6.28'
S3642'34"W 5.66'
C72
325.00'
126'12"
8.15'
50734'20"E 8.15'
C73
325.00'
13'54'00'
78.84'
S00'05'46"W 78.65'
C74
4.00'
89'44'47"
6.26'
S37'49'37E 5.64'
C75
175.00'
1531'57"
47.44'
N89'32'01'E 47.30'
C76
225.00'
259'15"
11.73'
N8315'40"E 11.73'
C77
225.00'
81922"
32.68'
N8854'58"E 32.65'
C78
225.00'
8'02'14"
31.56'
S8254'14"E 31.54'
C79
225.00'
8'52'18"
34.84'
57426'58"E 34.80'
C80
225.00'
6]15'58"
23.95'
S6657'50"E 23.94'
C81
175.00'
1020'03"
31.56'
S69'04'52'E 31.52'
C82
175.00'
12'49'30"
39.17'
S80'39'39"E 39.09'
C83
25.00'
8419'29'T-36
W
N50-45'52"E 33.56'
C84
9.00'
90'00'00"
1 14.14'
1 N43'02'05"W 12.73'
CONONUED ON SHEET 5
O, SEE NOTE 2, �" JOB NAME: MARCOLA PH5 AKS ENGINEERING & FORESTRY, LLC
F SHEET 5 / D.W. BAKER PLS 1978, TUALA N, HERMAN RD, STE 10��
CS 33731 TUALA7IN, OR 97062
JOB NUMBER: 7736 503.563.6151
PREPARED FOR DRAWN BY: GEP WPM•AKS-ENG.COM
MARCOLA MEADOWS NEIGHBORHOOD LLC
27375 SW PARKWAY AVE CHECKED BY: MSK
SET IN LPPN ENGINEERING SURVEYING •NATURAL RESOURCES
2�Sa 2022-P3052 WILSONV LE, OR 97070 DRAWING NO.: 7736PH5 FORESTRY, PLANNINGLANDSCAPE ARCHITECTURE
i
MARCOLA MEADOWS PHASE 5
A REPLAT OF A PORTION OF PARCEL 3, LAND PARTITION PLAT NO. 2022-P3052,
LOCATED IN THE NORTHWEST 1/4 OF SECTION 30, T.17S., R.2.W. AND THE
NORTHEAST 1/4 OF SECTION 25, T.17S., R.3.W., W.M.,
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
DATE: MARCH 24, 2023
SURVEYOR'S CERTIFICATE
I, GARY E. PAUL, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER
MONUMENTS THE LANDS SHOWN ON THE ACCOMPANYING MAP OF "MARCOLA MEADOWS PHASE 5",
SITUATED IN THE NORTHWEST ONE-QUARTER OF SECTION 30, TOWNSHIP 17 SOUTH, RANGE 2 WEST,
AND THE NORTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE
MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON, BEING A PORTION OF PARCEL 3, LAND
PARTITION PLAT NUMBER 2022-P3052, LANE COUNTY PLAT RECORDS, AND BEING DESCRIBED AS
FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A FOUND 5/8" IRON ROD WITH A YELLOW PLASTIC CAP
INSCRIBED "AKS ENGR.", SAID POINT BEING THE SOUTHEAST CORNER OF "MARCOLA MEADOWS PHASE
4", RECORDED AS LANE COUNTY SURVEY FILE NO. 45869, SAID POINT ALSO BEING THE NORTHWEST
CORNER OF PARCEL 2, LAND PARTITION PLAT NUMBER 2022-P3052, LANE COUNTY PLAT RECORDS;
THENCE SOUTH 87'04'24" EAST ALONG THE NORTH LINE OF SAID PARCEL 2, A DISTANCE OF 1172.57
FEET TO AN ANGLE POINT IN SAID NORTH LINE; THENCE CONTINUING ALONG SAID NORTH LINE SOUTH
24'05'40" EAST, 76.62 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF 28TH STREET (35.00 FEET
FROM CENTERLINE); THENCE NORTH 66'0509" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 82.22
FEET TO A POINT OF CURVE LEFT OF A 365.00 FOOT RADIUS CURVE; THENCE ALONG THE ARC OF SAID
CURVE LEFT THROUGH A CENTRAL ANGLE OF 64'07'14", 408.48 FEET (CHORD BEARS NORTH 34'01'32"
EAST, 387.49 FEET) TO THE WESTERLY RIGHT-OF-WAY UNE OF 31ST STREET (35.00 FEET FROM
CENTERLINE); THENCE NORTH 01'57'55' EAST ALONG SAID WEST RIGHT-OF-WAY LINE, 466.85 FEET TO
A POINT OF CURVE LEFT OF A 9.00 FOOT RADIUS CURVE; THENCE CONTINUING ALONG SAID WESTERLY
RIGHT-OF-WAY UNE ON THE ARC OF SAID CURVE LEFT THROUGH A CENTRAL ANGLE OF 90'00'00",
14.14 FEET (CHORD BEARS NORTH 43'02'05" WEST, 12.73 FEET) TO THE SOUTHERLY RIGHT-OF-WAY
LINE OF V STREET (35.00 FEET FROM CENTERUNE); THENCE TRACING SAID SOUTHERLY RIGHT-OF-WAY
LINE ALONG THE FOLLOWING COURSES: NORTH 88'02'05" WEST, 61.00 FEET TO A POINT OF CURVE LEFT
OF A 565.00 FOOT RADIUS CURVE; THENCE ALONG THE ARC OF SAID CURVE LEFT THROUGH A
CENTRAL ANGLE OF 1'39'36 16.37 FEET (CHORD BEARS NORTH 88'51'53" WEST, 16.37 FEET) TO A
POINT OF CURVE LEFT OF A 9.00 FOOT RADIUS CURVE; THENCE ALONG THE ARC OF SAID CURVE LEFT
THROUGH A CENTRAL ANGLE OF 86'37'19 13.61 FEET (CHORD BEARS SOUTH 4659'40" WEST, 12.35
FEET) TO THE EASTERLY RIGHT-OF-WAY LINE OF 30TH PLACE (25.00 FEET FROM CENTERLINE) AND A
POINT OF CURVE RIGHT OF A 225.00 FOOT RADIUS CURVE; THENCE ALONG SAID EASTERLY
RIGHT-OF-WAY UNE ON THE ARC OF SAID CURVE RIGHT THROUGH A CENTRAL ANGLE OF
16'42'17", 65.60 FEET (CHORD BEARS SOUTH 12'02'09" WEST, 65.37 FEET); THENCE LEAVING SAID
EASTERLY RIGHT-OF-WAY LINE NORTH 6936'43" WEST, 50.00 FEET TO THE WESTERLY
RIGHT-OF-WAY UNE OF SAID 30TH PLACE AND A POINT OF NON -TANGENT CURVATURE; THENCE
NORTHEASTERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE ON THE ARC OF A 175.00 FOOT
RADIUS CURVE LEFT (THE RADIUS POINT OF WHICH BEARS NORTH 6936'43" WEST) THROUGH A
CENTRAL ANGLE OF 13'5645", 42.29 FEET (CHORD BEARS NORTH 13'27'54" EAST, 42.19 FEET)
TO A POINT OF CURVE LEFT OF A 9.00 FOOT RADIUS CURVE; THENCE CONTINUING ALONG SAID
WESTERLY RIGHT-OF-WAY LINE ON THE ARC OF SAID CURVE LEFT THROUGH A CENTRAL ANGLE
OF 10379'18", 16.23 FEET (CHORD BEARS NORTH 45'07'07" WEST, 14.12 FEET) TO THE
SOUTHERLY RIGHT-OF-WAY LINE OF V STREET (35.00 FEET FROM CENTERLINE) AND A POINT OF
CURVE LEFT OF A 565.00 FOOT RADIUS CURVE; THENCE TRACING SAID SOUTHERLY RIGHT -OF
WAY LINE ALONG THE FOLLOWING COURSES: ALONG THE ARC OF SAID CURVE LEFT THROUGH A
CENTRAL ANGLE OF 15'04'47", 148.70 FEET (CHORD BEARS SOUTH 75'40'50" WEST, 148.27 FEET)
TO A POINT OF CURVE RIGHT OF A 635.00 FOOT RADIUS CURVE; THENCE ALONG THE ARC OF
SAID CURVE RIGHT THROUGH A CENTRAL ANGLE OF 13'34'07', 150.38 FEET (CHORD BEARS SOUTH
74'55'30" WEST, 150.03 FEET); THENCE SOUTH 81'42'34" WEST, 290.92 FEET TO A POINT OF
CURVE LEFT OF A 9.00 FOOT RADIUS CURVE; THENCE ALONG THE ARC OF SAID CURVE LEFT
THROUGH A CENTRAL ANGLE OF 90'00'00", 14.14 FEET (CHORD BEARS SOUTH 3642'34" WEST,
12.73 FEET); THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 81'42'34" WEST,
50.00 FEET TO THE WESTERLY RIGHT -OU -WAY LINE OF PIERCE PARKWAY AND A POINT OF
NON -TANGENT CURVATURE; THENCE NORTHWESTERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE
ON THE ARC OF A 9.00 FOOT RADIUS CURVE RIGHT (THE RADIUS POINT OF WHICH BEARS SOUTH
81'42'34" WEST) THROUGH A CENTRAL ANGLE OF 90'00'00", 14.14 FEET (CHORD BEARS NORTH
5317'26" WEST, 12.73 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF V STREET; THENCE
SOUTH 81'42'34" WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 609.56 FEET TO A POINT
OF CURVE LEFT OF A 9.00 FOOT RADIUS CURVE; THENCE CONTINUING ALONG SAID SOUTHERLY
RIGHT-OF-WAY LINE ON THE ARC OF SAID CURVE LEFT THROUGH A CENTRAL ANGLE OF
90'00'00", 14.14 FEET (CHORD BEARS SOUTH 36'42'34" WEST, 12.73 FEET); THENCE LEAVING SAID
SOUTHERLY RIGHT-OF-WAY LINE SOUTH 81'42'34" WEST, 50.00 FEET TO THE EAST BOUNDARY OF
SAID "MARCOLA MEADOWS PHASE 4"; THENCE TRACING SAID EAST BOUNDARY ALONG THE
FOLLOWING COURSES: SOUTH 0817'26" EAST, 187.00 FEET TO A POINT OF CURVE RIGHT OF A
4.00 FOOT RADIUS CURVE; THENCE ALONG THE ARC OF SAID CURVE RIGHT THROUGH A CENTRAL
ANGLE OF 90'00'00", 6.28 FEET (CHORD BEARS SOUTH 3642'34" WEST, 5.66 FEET); THENCE
SOUTH 81'42'34" WEST, 15.49 FEET; THENCE SOUTH 0817'26" EAST, 50.00 FEET; THENCE SOUTH
81'42'34" WEST, 83.22 FEET; THENCE SOUTH 0817'26" EAST, 155.22 FEET; THENCE SOUTH
05'53'20" WEST, 59.68 FEET TO THE INITIAL POINT. CONTAINS 20.712 ACRES, MORE OR LESS.
CITY OF SPRINGFIELD PLANNING NO. 811-21-000130-TYP2
ASSESSOR'S MAP 17023000 TAX LOT 1806
PLAT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL PER CITY OF SPRINGFIELD CASE FILE
NO. 811-19-000262-TYP2.
2. TRACTS F, G AND J ARE STORMWATER FACILITY TRACTS AND ARE FOR STORMWATER DETENTION
AND TREATMENT FACILITIES AND WILL BE MAINTAINED BY THE CITY FOR FUNCTIONAUTY ONLY,
NOT FOR AESTHETIC APPEARANCE. TRACTS F, G AND J ARE CONVEYED TO THE CITY OF
SPRINGFIELD PER INSTRUMENT NUMBER 20 LANE
COUNTY DEEDS AND RECORDS.
3, TRACTS H AND I ARE STORMWATER DRAINAGE TRACTS AND WILL BE MAINTAINED BY THE CITY
FOR FUNCTIONALITY ONLY, NOT FOR AESTHETIC APPEARANCE. TRACT H AND I ARE CONVEYED
TO THE CITY OF SPRINGFIELD PER INSTRUMENT NUMBER 20
LANE COUNTY DEEDS AND RECORDS.
4. THIS PLAT IS SUBJECT TO A PERPETUAL RIGHT AND PRIVILEGE TO IMPROVE, CONSTRUCT, AND
MAINTAIN A DITCH FOR THE PURPOSES OF CONVEYING WATER FOR THE BENEFIT OF BENHAM
IRRIGATION COMPANY PER BOOK 119, PAGE 560, RECORDED MAY 1, 1919, AND BOOK 121, PAGE
66, RECORDED JULY 17, 1919, LANE COUNTY DEEDS AND RECORDS. LOCATION NOT PLOTTABLE
5. THIS PLAT MAY BE SUBJECT TO A PERPETUAL RIGHT AND EASEMENT FOR THE TRANSMISSION
AND DISTRIBUTION OF ELECTRICITY TO THE CITY OF EUGENE PER BOOK 188, PAGE 452,
RECORDED JULY 12, 1937, LANE COUNTY DEEDS AND RECORDS. THE EXACT LOCATION OF THE
EASEMENT IS NOT DESCRIBED IN THE DOCUMENT.
6. THIS PLAT IS SUBJECT TO ANY APPLICABLE DEED RESTRICTIONS PER DOCUMENT NUMBER
2007-071865, LANE COUNTY DEEDS AND RECORDS.
7. THIS PLAT IS SUBJECT TO ANY APPLICABLE CONDITIONS OF THE VILLAGES AT MARCOLA
MEADOWS, FINAL MASTER PLAN MODIFICATION, RECORDED AS DOCUMENT NUMBER 2018-
038501, LANE COUNTY DEEDS AND RECORDS.
B. THIS PLAT IS SUBJECT TO ANY APPLICABLE DEED RESTRICTIONS PER DOCUMENT NUMBER
2018-038502, LANE COUNTY DEEDS AND RECORDS.
9. THIS PLAT IS SUBJECT TO ANY APPLICABLE DEED RESTRICTIONS PER DOCUMENT NUMBER
2018-038503, LANE COUNTY DEEDS AND RECORDS.
10, THIS PLAT IS SUBJECT TO THE DEED RESTRICTION PER DOCUMENT NUMBER 2020-028059, LANE
COUNTY DEEDS AND RECORDS.
11. THIS PLAT IS SUBJECT TO THE DEED RESTRICTION PER DOCUMENT NUMBER 2020-028060, LANE
COUNTY DEEDS AND RECORDS.
12, THIS PLAT IS SUBJECT TO ANY APPLICABLE CONDITIONS OF THE MARCOLA MEADOWS FINAL
MASTER PLAN PHASING MODIFICATION RECORDED AS DOCUMENT NUMBER 2020-071248, LANE
COUNTY DEEDS AND RECORDS.
13. THIS PLAT IS SUBJECT TO THE APPLICABLE TERMS AND PROVISIONS OF THE MARCOLA
MEADOWS FINAL MASTER PLAN PER DOCUMENT NUMBER 2021-018704, LANE COUNTY DEEDS
AND RECORDS.
14. THIS PLAT IS SUBJECT TO THE APPLICABLE RESTRICTIONS PER LAND PARTITION PLAT NO.
2022-P3052, LANE COUNTY PLAT RECORDS.
15. THIS PLAT IS SUBJECT TO THE APPLICABLE RESTRICTIONS OF THE MARCOLA FINAL MASTER
PLAN PER DOCUMENT NUMBER 2022-011844, LANE COUNTY DEEDS AND RECORDS.
16. THIS PLAT IS SUBJECT TO A TEMPORARY PUBLIC EMERGENCY VEHICLE ACCESS EASEMENT
GRANTED TO THE CITY OF SPRINGFIELD AND RECORDED AS DOCUMENT NUMBER 2021-035177,
LANE COUNTY DEEDS AND RECORDS. THE EASEMENT WILL BECOME NULL AND VOID WITH THE
COMPLETION OF THIS SUBDIVISION PHASE AND IS NOT SHOWN.
17. THE DECLARATION OF 20.00' PRIVATE ACCESS AND UTILITY EASEMENT SHOWN ACROSS LOT 366
(SHEET 3)IS RECORDED AS INSTRUMENT NUMBER 20 -
LANE COUNTY DEEDS AND RECORDS, AND THE DECLARATION OF 20.00' PRIVATE ACCESS AND
UTILITY EASEMENT ACROSS LOTS 404 AND 405 (SHEET 4) IS RECORDED AS INSTRUMENT
NUMBER 20 LANE COUNTY DEEDS AND RECORDS.
RE('Ok1)H:n
DATE:
COUNTY CLERK
BY:
SHEET 5 OF 6
SHEET 4 CURVE TABLE (CONTINUED FROM SHEET 4)
CURVE
LANE COUNTY SURVEYORS OFFICE
CSF NO.
FILE DATE
DELTA
LENGTH
SHEET 4 CURVE TABLE (CONTINUED FROM SHEET 4)
CURVE
RADIUS
DELTA
LENGTH
CHORD
C85
425.00'
236'02"
19.29'
N86'44'04"W 19.29'
C86
425.00'
427'27"
33.06'
N8312'20'W 33.06'
C87
4.00'
90'25'17'
6.31'
55348'46"W 5.68'
CSB
75.00'
10'21'58"
13.57'
Sl 347'06"W 13.55'
C89
75.00'
25'43'07"
33.66'
531'49'38'W 33.38'
C90
75.00'
27'51'03"
36.46'
S58'36'43"W 36.10'
C91
75.00'
20'23'21"
25.69'
58243'55"W 26.55
C92
225.00'
7'33'40"
29.69'
N8317'34'W 29.67'
C93
225.00'
9'011'17"
35.88'
N7456'36"W 35.85'
C94
225.00'
627'36"
25.37'
N67'08'39"W 25.36'
C95
175.00'
1057'38"
33.48'
N69'23'40"W 33.43'
C96
175.00'
11'33'33"
35.30'
NBO'39'16'W 35.24'
C97
175.00'
35.18'
587'48'25°W 35.12'
C98
175.00'
0.86'
S8154'27°W 0.86'
C99
225.DO'
27.08'
S8512'54"W 27.06'
C100
225.00'
d7'30'3O*
38.72'
N86'24'28"W 38.67'
C101
4.00'
5.68'
S57'51'15"W 5.21'
C102
325.00'
57.56'
S2215'40'W 57.49'
C103
275.00'
36.04'
S2334'52"W 36.01'
Ci D4
275.00'
13'0745
63.02'
S1315'44"W 62.88'
C127
365.00'
1038'12"
67.76'
S0717'01°W 67.66'
'
5'46'48"
36.87
S1529'30"W 36.80'
'
5'47'27"
36.89'
S2116'37"W 36.88'
'
1732'06"
111.71'
S3256'23'W 111.27'
'
m
1501'09"
95.68
5491 S OO"W 95.40'
0'
9'21'34'
59.62'
S6124'22"W 59.56'
0'
2'39'10"
16.90'
N55'24'001 16.90'
PREPARED FOR
MARCOLA MEADOWS NEIGHBORHOOD LLC
27375 SW PARKWAY AVE
WILSONVLLE, OR 97070
REGISTERED
PROFESSIONAL
LAND SURVEYOR
RENEWS 12/31/2024
MARCOLA MEADOWS PHASE 5
A REPLAT OF A PORTION OF PARCEL 3, LAND PARTITION PLAT NO. 2022-P3052,
LOCATED IN THE NORTHWEST 1/4 OF SECTION 30, T.17S., R.2.W. AND THE
NORTHEAST 1/4 OF SECTION 25, T.17S., R.3.W., W.M.,
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
DATE: MARCH 24, 2023
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT MARCOLA MEADOWS NEIGHBORHOOD LLC, AN OREGON
LIMITED LIABILITY COMPANY, IS THE OWNER OF THE LAND SHOWN HEREON AND AS DESCRIBED IN THE
ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED AND
PLATTED IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92,
ALL LOTS AND TRACTS BEING OF THE DIMENSIONS SHOWN AND ALL STREETS AND EASEMENTS OF THE
WIDTHS THEREON SET FORTH, AND DOES HEREBY DEDICATE TO THE PUBLIC AS PUBLIC WAYS ALL
RIGHTS OF WAY OF U STREET, T STREET, 28TH PLACE, 30TH PLACE, AND PIERCE PARKWAY AS
SHOWN, AND DOES HEREBY DEDICATE THE 7.00 FOOT WIDE PUBLIC UTILITY EASEMENTS AS SHOWN
HEREON AND ALL PUBLIC PEDESTRIAN AND BICYCLE ACCESS EASEMENTS OVER TRACTS F, H AND I AS
SHOWN HEREON, AND DOES HEREBY DEDICATE THE 15.00 FOOT WIDE PUBLIC STORMWATER EASEMENT
OVER LOTS 439-440, AND DEDICATE THE 15.00 FOOT WIDE PUBLIC STORMWATER EASEMENT OVER
LOTS 420-421, AND CREATE BY SEPARATE INSTRUMENT THE 20.00 FOOT WOE PRIVATE ACCESS AND
UTIUTY EASEMENT OVER LOT 366, AND CREATE BY SEPARATE INSTRUMENT THE 20.00 FOOT WIDE
PRIVATE ACCESS AND UTILITY EASEMENT OVER LOTS 404-405, AND DOES ACKNOWLEDGE ALL
EASEMENTS OF RECORD, INCLUDING THE EXISTING 20.00 FOOT WIDE PUBLIC PEDESTRIAN ACCESS AND
SANITARY SEWER EASEMENT, THE EXISTING 10.00 FOOT MADE PUBLIC UTILITY EASEMENT, AND THE
EXISTING 10.00 FOOT WIDE PUBLIC UTILITY AND SIDEWALK EASEMENT, AS NOTED OR SHOWN.
KIRIL IVANOV, AS MANAGER
MARCOLA MEADOWS NEIGHBORHOOD LLC
ACKNOWLEDGMENT
STATE OF OREGON ,, L ^ ,,,,, ,, )
COUNTY OF CIRck.s ) 55
THIS INSTRUNfWNT WAS A NOWLEDGED BEFORE ME ON IS 6T
DAY OF l 44C 20BY KIRIL IVANOV
AS MANAGER OF ARCOLA MEADOWS NEIGHBORHOOD LLC, AN OREGON
LIMITED LIABILITY CORPORATION.
HLI
NOTARY PUBLIC - OREGON (PRINTED)
COMMISSION NO. 04,2!7
MY COMMISSION EXPIRES �.�T= e�O1
CITY OF SPRINGFIELD PLANNING NO. 811-21-000130-TYP2
ASSESSOR'S MAP 17023000 TAX LOT 1806
RECORDED
DATE:
COUNTY CLERK
BY:
SHEET 6 OF 6
APPROVALS & ACCEPTANCES:
CITY OF SPRINGFIELD PLANNING DATE
CITY OF SPRINGFIELD SURVEYOR
ASSESSOR
LANE COUNTY BOARD OF COMMISSIONERS DATE
POST MONUMENTATION CERTIFICATE
I, GARY E. PAUL, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON,
BEING DULY SWORN ON OATH, DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE
THE INDICATED MONUMENTATION WILL BE SET WITHIN SIXTY (60) DAYS AFTER THE
COMPLETION OF THE STREET IMPROVEMENTS OR WT IN ONE YEAR OF THE RECORDING OF
THIS PLAT, WHICHEVER OCCURS FIRST.
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 DEEDS AND RECORDS.
LANE COUNTY SURVEYORS OFFICE
CSF NO.
FILE DATE
PROFESSIONAL
APPROVALS & ACCEPTANCES:
CITY OF SPRINGFIELD PLANNING DATE
CITY OF SPRINGFIELD SURVEYOR
ASSESSOR
LANE COUNTY BOARD OF COMMISSIONERS DATE
POST MONUMENTATION CERTIFICATE
I, GARY E. PAUL, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON,
BEING DULY SWORN ON OATH, DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE
THE INDICATED MONUMENTATION WILL BE SET WITHIN SIXTY (60) DAYS AFTER THE
COMPLETION OF THE STREET IMPROVEMENTS OR WT IN ONE YEAR OF THE RECORDING OF
THIS PLAT, WHICHEVER OCCURS FIRST.
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 DEEDS AND RECORDS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
6
PREPARED FOR
OREGON
MARCOLA MEADOWS NEIGHBORHOOD LLCJANUARY
17 199
GARY2698AUL
27375 SW PARKWAY AVE
WLSONVLLE, OR 97070
RENEWS 12/31/2024