|
VA 4g -ss
<br />241 236 ` 1 219 214 I ♦ FOUND AND HELD 5/8" IRON ROD W/ RED
<br />PLASTIC CAP MARKED "CENTERLINE CONCEPTS"
<br />S092 1 '22 "E 367' I j 203 ``� o , o FROM P5
<br />,50 "E 102.64' � 38.6 7' 18.79 N N o co r�
<br />J N80.25 7.18' 10.30'Ln
<br />4.00' 1 "� �-10.00' PUE `O r i
<br />S89 55'13"W 100.00' ; » ,o� * FOUND AND HELD 5/8" IRON ROD W/ ALC
<br />N89 59'41 "W 100.00' N89 28 02 W 100.00 1 S89 28'02 "E 100.00' ! MARKED "CENTERLINE CONCEPTS LAND
<br />v �? o I 1 \ I 1 ;u SURVEYING", FROM P5
<br />240 " N 237 I I o 10. oo PUE--I, 1; N
<br />0 6, 065 SF 25 I 25 0 21 0 0 0 215 0 O 5/8" X 30" IRON ROD W/ RED PLASTIC CAP
<br />J 5, 869 SF N I o L6 I 8 c6 0 0 6, 000 SF 1 0 25 25 o I o MARKED "CENTERLINE CONCEPTS" ON
<br />I 5, 554 SF co N co 0 202 0 V-
<br />-20 40 10.00 PUE--1 I 1 co - I 5, 400 SF °'. $ FEBRUARY 25, 2021 UNLESS OTHERWISE NOTED
<br />� I S89 28'02 "E I, ,1 , 1 � �' 1 � ,� „
<br />200.00 S8928'02 E 200.01 15/8 X 30 IRON ROD W/ ALC MARKED
<br />100.00' 100.00' I I 1 100.00'
<br />l4, 100.01' S8928'02 "E 100.00' ! , "CENTERLINE CONCEPTS LAND SURVEYING" ON
<br />j 10.00' PUE W W irk p ; MARCH 12, 2021
<br />� ,_ � 1 1--1 D. 00 PUE N W 1 N� I m
<br />Z o o .`'� o o �- o IR = IRON ROD
<br />4 0 25' o I 239 0 238 � t o `^`� o f 217 0 0 216 t o 0 0; o f o o cv =
<br />` �! 25 I 6, 000 SF o o /P IRON PIPE
<br />co 6, 000 SF o l o t 6, 000 SF o 0 0 0 0 201 o o r\
<br />O o0 o co ►� rn co o0 6, 000 SF 1 o N 1 0 `' FD = FOUND W - WI TH
<br />'4*- I co L6 ( ( I Z � I 5, 500 SF o L YPC = YELLOW PLASTIC CAP
<br />N I o I -100.00'- -100.00'- I I 100.00- _
<br />- �( ( 1 ALC = 2" ALUMINUM CAP
<br />Lo
<br />100.01 R W = R/ GH T OF WAY
<br />3 /
<br />N N89 28'02 "W N N 200.00' ick N89 28'02 "W 200.01 ' "' OU = ORIGIN UNKNOWN
<br />I TRACT E 1 0o N89 28 02 W 100.00 SF =SQUARE FEET
<br />W N L `y 1 26.15' TRACT "D" , 1 I 589 28'02 "E(P5))
<br />7, 916 SF I N o I 7,916 SF 25.85 Q NN--,.slloo104'25"E 26.15' TRACT "B"BOTP = BOOK OF TOWN PLA TS
<br />SEE NO TE 4 ON SHEET 5o SEE NOTE 4 ON SHEET 5 0>. S. S. =SEE SHEET
<br />172.00' 1 z I 1 I N I (N00 04 25 W(PS)) MCSR = SURVEY NUMBER, MARION COUNTY
<br />I I 172.01 vj o 58928 02 E 69 04 °'
<br />ao
<br />DO
<br />3
<br />0
<br />•A SURVEYOR S OFFICE
<br />C33 C34 C35 P1 = PARTITION PLAT NO. 2005-29
<br />SP - - Q) C36 v "� C1 oo W P2 = PARTI TION PLAT NO. 2006-55
<br />L=21.84' RING L - 2214 L. 2,1.84 BOULEVARD n L = 22,14 p L-21.84 0 "� „ N P3 = PLA T OF "BOONES CROSSING PHASE 3';
<br />S89 28 02 E 607.87 _ _ _ p O _ _ ,$ $ o _ p VOLUME 47, PAGE 93, BOTP.
<br />C31 250.00 250.01 ' 107.85' !� moo P4 = PARTI TION�� PLAT NO. 2018-57
<br />L=22.14' o C30 C29 p C28 0 $ o P5 PLA T OF BOONES CROSSING PHASE 4
<br />n L=21.84' L=22.14T' `"� L=21.84' C27 o Z iR PUD" VOLUME H48, PAGE 60, BOTP.
<br />I I � L=22.14'68.66 / � S1 = MCSR 36493
<br />PUE = PUBLIC UTILITY EASEMENT
<br />85.85' i 86.15' 85.85' i _ _ _86.15' _ _ - _ _ _85.85' �� '
<br />- - - - 8 - ' - - - - _ PSDE = PUBLIC STORM DRAINAGE EASEMENT
<br />10.00' PUE I� PSSE = PUBLIC SANITARY SEWER EASEMENT
<br />DDC, RESET AS
<br />Q) � W _ EVAE =EMERGENCY VEHICLE ACCESS EASEMENT
<br />d 198 0 0 197 1- W 10.00 PUE o W O ON 3-30-2021 0
<br />1 5 957 SF o 0 5, 959 SF � W o0 00' 191 I 1 0 PWEB =PRI VA TE WALL EASEMENT FOR THE
<br />Lo Lo
<br />Q) 1 �O I co I I 192 co 5, 959 SF I o0 1 186 0 BENEFIT OF TRACT B OF BOONES
<br />z I I I* I 5, 957 SF � I En ( � 1 5, 957 SF CROSSING PHASE 4 PUD
<br />I OC P WED = PRI VA TE WALL EASEMENT FOR THE
<br />S89 28'02 "E 199.99' I o - I S8928'02 "E 200.00 1 1 S89 28'02 "E 100.00' BENEFIT OF TRACT "D"
<br />99.99 o
<br />I 100.00 p 100.00 100.00 Q Lo PWEE - PRI VA TE WALL EASEMENT FOR THE
<br />W I $
<br />ca o I 1` ( 1 O v0 x-10.00' PUE ^ BENEFIT OF TRACT "E"
<br />`o o 0 199 6 t o of o t o of
<br />o O I o 190 o I o 187 00 :W
<br />L I 5, 500 SF � 5, 500 SF I I 193 0
<br />n N ( Lo 5, 500 SF 5, 500 SF (� I 5, 500 SF � N 2
<br />I 25' 25 I 1 25' 25' 1 �
<br />S89 28'02 "E 199.99' I ,1 A
<br />S89 28 02 E 200.00 I 1 S89 28 02 E 100.00 $
<br />-11
<br />99.99' 100.00' I o o 100.00' 100.00' 1
<br />�,I � 1 6 o I o 0 1 1 Lo 1, o 0 0 o I
<br />25 1 25 t o o o o l N_ o o L I� 0 0
<br />o.' I 200 `fio 0 0 195 00 `y o o N- o l o o N CN o o( o
<br />I 5, 958 SF o 0 0 6, 000 SF 1 `O (Z1 194 oo 0 189 I � �'' �'' I 188 0 O
<br />Q) 1 I 6, 000 SF z o 6, 000 SF 1 �. I 6, 000 SF Q
<br />-----------i-------� so.00' L-------- 50.00'
<br />86.14' 100.00' - ---------J L--------- --� -
<br />100.00' �. 100.00' ! 100.00'
<br />o I C32 w 0.00 20.00' 50.00' 20.00' RW
<br />o
<br />L=21.84' SOUTH °� o ,• N �►
<br />,,� o (T;ACT F ARTERIAL oo TRACT G $.o
<br />0 1, 000 SF, PUE, PSDE, PSSE, EVAE, 0 1 000 SF, PUE, PSDE, PSSE, EVAE, 00
<br />0
<br />N 1 SEE NO TES 3 AND 4, SHEET 5. N SEE No
<br />625.05 NO 3 AND 4, SHEET 5. $ o
<br />cn_ o -
<br />N89 X8'02'W 650.05'z
<br />REEL 1243 PAGE 272
<br />500:31 '58 "W 0.35 ��
<br />CENTERLINE CONCEPTS
<br />LAND SURVEYING, INC.
<br />19376 MOLALLA AVE., SUITE 120
<br />OREGON CITY, OREGON 97045
<br />PHONE 503.650.0188 FAX 503.650.0189
<br />,low Of TOWN PLA TS VOL. Lt3 PAGE S 5
<br />BOONES CROSSING
<br />SIGNED ON:
<br />GRAPHIC SCALE REGISTERED
<br />PHASE
<br />PUDN
<br />PROFESSIONAL
<br />.5
<br />40 0 20 40 80 LAND SURVEYOR
<br />A REPLA T OF L 0 T 185, �BOONES CROSSING PHASE 4 PUD
<br />LOCA TED IN THE PETER RAYMOND DLC NO. 58,
<br />AND THE S. W. 114 OF SECTION 18, T. 5S., R.1 W., W. M.,
<br />(IN FEET) OREGON
<br />1 INCH =40 FT. JULY 13, 2004
<br />CITY OF WOODBURN, MARION COUNTY, OREGON
<br />TOBY G. BOLDEN
<br />p
<br />MARCH 30, 2021 SCALE 1 = 40
<br />60377LS
<br />LAND USE CASE NO. SDA 2016-01
<br />RENEWS: DECEMBER 31, 2021
<br />SHEET 3 OF 5
<br />LEGEND:
<br />S. S. 2
<br />• FOUND MONUMENT AS NOTED.
<br />241 236 ` 1 219 214 I ♦ FOUND AND HELD 5/8" IRON ROD W/ RED
<br />PLASTIC CAP MARKED "CENTERLINE CONCEPTS"
<br />S092 1 '22 "E 367' I j 203 ``� o , o FROM P5
<br />,50 "E 102.64' � 38.6 7' 18.79 N N o co r�
<br />J N80.25 7.18' 10.30'Ln
<br />4.00' 1 "� �-10.00' PUE `O r i
<br />S89 55'13"W 100.00' ; » ,o� * FOUND AND HELD 5/8" IRON ROD W/ ALC
<br />N89 59'41 "W 100.00' N89 28 02 W 100.00 1 S89 28'02 "E 100.00' ! MARKED "CENTERLINE CONCEPTS LAND
<br />v �? o I 1 \ I 1 ;u SURVEYING", FROM P5
<br />240 " N 237 I I o 10. oo PUE--I, 1; N
<br />0 6, 065 SF 25 I 25 0 21 0 0 0 215 0 O 5/8" X 30" IRON ROD W/ RED PLASTIC CAP
<br />J 5, 869 SF N I o L6 I 8 c6 0 0 6, 000 SF 1 0 25 25 o I o MARKED "CENTERLINE CONCEPTS" ON
<br />I 5, 554 SF co N co 0 202 0 V-
<br />-20 40 10.00 PUE--1 I 1 co - I 5, 400 SF °'. $ FEBRUARY 25, 2021 UNLESS OTHERWISE NOTED
<br />� I S89 28'02 "E I, ,1 , 1 � �' 1 � ,� „
<br />200.00 S8928'02 E 200.01 15/8 X 30 IRON ROD W/ ALC MARKED
<br />100.00' 100.00' I I 1 100.00'
<br />l4, 100.01' S8928'02 "E 100.00' ! , "CENTERLINE CONCEPTS LAND SURVEYING" ON
<br />j 10.00' PUE W W irk p ; MARCH 12, 2021
<br />� ,_ � 1 1--1 D. 00 PUE N W 1 N� I m
<br />Z o o .`'� o o �- o IR = IRON ROD
<br />4 0 25' o I 239 0 238 � t o `^`� o f 217 0 0 216 t o 0 0; o f o o cv =
<br />` �! 25 I 6, 000 SF o o /P IRON PIPE
<br />co 6, 000 SF o l o t 6, 000 SF o 0 0 0 0 201 o o r\
<br />O o0 o co ►� rn co o0 6, 000 SF 1 o N 1 0 `' FD = FOUND W - WI TH
<br />'4*- I co L6 ( ( I Z � I 5, 500 SF o L YPC = YELLOW PLASTIC CAP
<br />N I o I -100.00'- -100.00'- I I 100.00- _
<br />- �( ( 1 ALC = 2" ALUMINUM CAP
<br />Lo
<br />100.01 R W = R/ GH T OF WAY
<br />3 /
<br />N N89 28'02 "W N N 200.00' ick N89 28'02 "W 200.01 ' "' OU = ORIGIN UNKNOWN
<br />I TRACT E 1 0o N89 28 02 W 100.00 SF =SQUARE FEET
<br />W N L `y 1 26.15' TRACT "D" , 1 I 589 28'02 "E(P5))
<br />7, 916 SF I N o I 7,916 SF 25.85 Q NN--,.slloo104'25"E 26.15' TRACT "B"BOTP = BOOK OF TOWN PLA TS
<br />SEE NO TE 4 ON SHEET 5o SEE NOTE 4 ON SHEET 5 0>. S. S. =SEE SHEET
<br />172.00' 1 z I 1 I N I (N00 04 25 W(PS)) MCSR = SURVEY NUMBER, MARION COUNTY
<br />I I 172.01 vj o 58928 02 E 69 04 °'
<br />ao
<br />DO
<br />3
<br />0
<br />•A SURVEYOR S OFFICE
<br />C33 C34 C35 P1 = PARTITION PLAT NO. 2005-29
<br />SP - - Q) C36 v "� C1 oo W P2 = PARTI TION PLAT NO. 2006-55
<br />L=21.84' RING L - 2214 L. 2,1.84 BOULEVARD n L = 22,14 p L-21.84 0 "� „ N P3 = PLA T OF "BOONES CROSSING PHASE 3';
<br />S89 28 02 E 607.87 _ _ _ p O _ _ ,$ $ o _ p VOLUME 47, PAGE 93, BOTP.
<br />C31 250.00 250.01 ' 107.85' !� moo P4 = PARTI TION�� PLAT NO. 2018-57
<br />L=22.14' o C30 C29 p C28 0 $ o P5 PLA T OF BOONES CROSSING PHASE 4
<br />n L=21.84' L=22.14T' `"� L=21.84' C27 o Z iR PUD" VOLUME H48, PAGE 60, BOTP.
<br />I I � L=22.14'68.66 / � S1 = MCSR 36493
<br />PUE = PUBLIC UTILITY EASEMENT
<br />85.85' i 86.15' 85.85' i _ _ _86.15' _ _ - _ _ _85.85' �� '
<br />- - - - 8 - ' - - - - _ PSDE = PUBLIC STORM DRAINAGE EASEMENT
<br />10.00' PUE I� PSSE = PUBLIC SANITARY SEWER EASEMENT
<br />DDC, RESET AS
<br />Q) � W _ EVAE =EMERGENCY VEHICLE ACCESS EASEMENT
<br />d 198 0 0 197 1- W 10.00 PUE o W O ON 3-30-2021 0
<br />1 5 957 SF o 0 5, 959 SF � W o0 00' 191 I 1 0 PWEB =PRI VA TE WALL EASEMENT FOR THE
<br />Lo Lo
<br />Q) 1 �O I co I I 192 co 5, 959 SF I o0 1 186 0 BENEFIT OF TRACT B OF BOONES
<br />z I I I* I 5, 957 SF � I En ( � 1 5, 957 SF CROSSING PHASE 4 PUD
<br />I OC P WED = PRI VA TE WALL EASEMENT FOR THE
<br />S89 28'02 "E 199.99' I o - I S8928'02 "E 200.00 1 1 S89 28'02 "E 100.00' BENEFIT OF TRACT "D"
<br />99.99 o
<br />I 100.00 p 100.00 100.00 Q Lo PWEE - PRI VA TE WALL EASEMENT FOR THE
<br />W I $
<br />ca o I 1` ( 1 O v0 x-10.00' PUE ^ BENEFIT OF TRACT "E"
<br />`o o 0 199 6 t o of o t o of
<br />o O I o 190 o I o 187 00 :W
<br />L I 5, 500 SF � 5, 500 SF I I 193 0
<br />n N ( Lo 5, 500 SF 5, 500 SF (� I 5, 500 SF � N 2
<br />I 25' 25 I 1 25' 25' 1 �
<br />S89 28'02 "E 199.99' I ,1 A
<br />S89 28 02 E 200.00 I 1 S89 28 02 E 100.00 $
<br />-11
<br />99.99' 100.00' I o o 100.00' 100.00' 1
<br />�,I � 1 6 o I o 0 1 1 Lo 1, o 0 0 o I
<br />25 1 25 t o o o o l N_ o o L I� 0 0
<br />o.' I 200 `fio 0 0 195 00 `y o o N- o l o o N CN o o( o
<br />I 5, 958 SF o 0 0 6, 000 SF 1 `O (Z1 194 oo 0 189 I � �'' �'' I 188 0 O
<br />Q) 1 I 6, 000 SF z o 6, 000 SF 1 �. I 6, 000 SF Q
<br />-----------i-------� so.00' L-------- 50.00'
<br />86.14' 100.00' - ---------J L--------- --� -
<br />100.00' �. 100.00' ! 100.00'
<br />o I C32 w 0.00 20.00' 50.00' 20.00' RW
<br />o
<br />L=21.84' SOUTH °� o ,• N �►
<br />,,� o (T;ACT F ARTERIAL oo TRACT G $.o
<br />0 1, 000 SF, PUE, PSDE, PSSE, EVAE, 0 1 000 SF, PUE, PSDE, PSSE, EVAE, 00
<br />0
<br />N 1 SEE NO TES 3 AND 4, SHEET 5. N SEE No
<br />625.05 NO 3 AND 4, SHEET 5. $ o
<br />cn_ o -
<br />N89 X8'02'W 650.05'z
<br />REEL 1243 PAGE 272
<br />500:31 '58 "W 0.35 ��
<br />CENTERLINE CONCEPTS
<br />LAND SURVEYING, INC.
<br />19376 MOLALLA AVE., SUITE 120
<br />OREGON CITY, OREGON 97045
<br />PHONE 503.650.0188 FAX 503.650.0189
<br />
|