|
/ If 5 IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />8
<br />"WILSON PLS 2687" PER KIRKBRIDE, FLUSH WITH GROUND
<br />AND IN GOOD CONDITION UNLESS OTHERWISE NOTED
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />"WILSON PLS 2687" PER JORY, FLUSH WITH GROUND AND
<br />IN GOOD CONDITION UNLESS OTHERWISE NOTED
<br />j
<br />SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />D
<br />If AT GROUND LEVEL AT PRIOR
<br />SCRIBE"MULTI/TECH ENG.
<br />LOCATION OF WILSON MONUMENT DISTURBED OR
<br />A
<br />4 OBLITERATED BY CONSTRUCTION
<br />SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />SCRIBED I-MULTI/TECH ENG." AT GROUND LEVEL
<br />SET 5/8" X 30" IRON ROD WITH ALUMINUM CAP SCRIBED
<br />"MULTI/TECH ENG." AT GROUND LEVEL
<br />CF= SET 1" BRASS PLUG IN CONCRETE SIDEWALK SCRIBED
<br />"MULTI/TECH ENG"
<br />PUBLIC SIDEWALK
<br />INITIAL POINT`rte 0
<br />RE® co N3001832"E EASEMENT
<br />cn
<br />DNAL 11.00,
<br />/EY® C 43.44'
<br />75.25' C34 114.50' 40.00' -40.00'--
<br />j 10'PUE PER JORY Eo
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<br />-0
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<br />CD
<br />Y (:o
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<br />Ot Lo CD
<br />)N CD U-) �o
<br />11
<br />2004 4,901 S.F. CN
<br />AMMAN 12.50' 20.00' 5,735 S.F. c-
<br />[30'12
<br />0 1 11 1 1 0 1 If I 1 3:
<br />[30']2
<br />01 4100 r- 101.15 07 4/ uu a 114.50 lur-- Ll J -0 -
<br />- I PRIVATE WATER c) = c4 r -
<br />CD CD c__j U-) cl-I
<br />CD CD cl 12 cy)
<br />L0 9 EASEMENT TO LOT 11 6 &.4 'Zt 0 o
<br />Lr) -17 cn C) CD
<br />_ZT 0 CD
<br />--:T �,580 S.F. C)
<br />4,582 S.F. ED N89047'00"E 114.50' CD
<br />CD M
<br />L6 P R I VATE UTILITY ITY IT- 71
<br />N89047'00"E 102.51' 1 - I 1 10. PUE
<br />- CD EASEMENTTO - _E2
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<br />4,644 S.F. CD 4,556 S.
<br />7
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<br />N89047'00"E 154.86' SEE DETAIL RIGHT
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<br />10' PUE
<br />54.44'-- ........4_2.00` 42.00' 17.04' C5_
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<br />CD CD CD U)
<br />-0 U) V) cf)
<br />N89047'00"E 279.43' (N89046'22"E 279.47)
<br />CURVE DATA
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC LENGTH
<br />CHORD BEARING
<br />DIST.
<br />cl
<br />55.00'
<br />52046'02"
<br />50.65'
<br />S78032'59"W
<br />48.88'
<br />C2
<br />20.00'
<br />17030'06"
<br />6.11'
<br />N83049'03"W
<br />6.09'
<br />C3
<br />20.00'
<br />26024'33"
<br />9.22'
<br />574013'38"W
<br />9.14'
<br />C4
<br />125.00'
<br />17014'34"
<br />37.62'
<br />S69038'39"W
<br />37.48'
<br />C5
<br />125.00'
<br />11031'04"
<br />25.13'
<br />N84001'28"E
<br />25.09'
<br />C6
<br />542.96'
<br />4041'58"
<br />44.53'
<br />501008'44"E
<br />44.52'
<br />C7
<br />25.00'
<br />8803423"
<br />38.65'
<br />S4502927W
<br />34.91'
<br />C8
<br />75.00'
<br />15009'46"
<br />19.85'
<br />N82012'07E
<br />19.79'
<br />C9
<br />20.00'
<br />73035'21"
<br />25.69'
<br />N37049'34"E
<br />23.96'
<br />clo
<br />55.00'
<br />39014'59"
<br />37.68'
<br />N20039'23"E
<br />36.94'
<br />Cil
<br />55.00'
<br />23024'35"
<br />22.47'
<br />N51059'10"E
<br />22.32'
<br />C12
<br />55.00'
<br />42046'41"
<br />41.06'
<br />N85004'48"E
<br />40.12'
<br />C13
<br />55.00'
<br />22018'52"
<br />21.42'
<br />S62022'25"E
<br />21.29'
<br />C14
<br />55.00'
<br />103022'37"
<br />99.24'
<br />N00028'29"E
<br />86.31'
<br />C15
<br />\1�
<br />112.50-
<br />29011'30"
<br />57.32-
<br />N75012 -26"E
<br />56.70"',
<br />ELTA W I N D S
<br />A REPEAT OF LOT 1, JORY
<br />IN THE SW 1/4 SEC. 24, T. 7 S.F R. 3 W.F W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />BY:
<br />MULTI/TECH ENGINEERING SERVICES, INC.
<br />1155 13TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />D STREET NE - VARIABLE
<br />10' PEDESTRIAN
<br />ACCESS EASEMENT (N89046'03"E 832.87')
<br />N89046'38"E 832.96'
<br />5 0. _59 o 7
<br />Z
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />BOTP = BOOK OF TOWN PLATS
<br />R. = REEL
<br />P. = PAGE
<br />V. =VOLUME
<br />PUE = PUBLIC UTILITY EASEMENT
<br />RAD = RADIUS
<br />PVT = PRIVATE
<br />= RECORD AND MEASURED DATA PER JORY
<br />= RECORD DATA PER JORY
<br />20' SANITARY SEWER EASEMENT
<br />TO THE CITY OF SALEM
<br />SEE PLAT NOTES SHEET 3
<br />40.00 77-7177.11,
<br />40.00- 49
<br />---.-? - 7777'0
<br />N89046'38"E 105.06'
<br />Lu N LOT 30 DETAIL
<br />Liclq^ 20'
<br />No& C &q CD
<br />D Im c) 30
<br />co Cjl 0 CD cl�
<br />0
<br />CD CD 4,205 S.F.
<br />cn
<br />CD
<br />mill 1
<br />CD
<br />C14
<br />CN 25'PRIVATE ACCESS AND
<br />00 UTILITY EASEMENTTO THE
<br />BENEFIT OF LOT 29, SEE
<br />PLAT NOTES SHEET 3
<br />CURVE
<br />RADIUS
<br />10.00,
<br />ARC LENGTH
<br />10' PUE
<br />DIST.
<br />C16
<br />112.50'
<br />CD
<br />23.10'
<br />cl�a`0�
<br />23.06'
<br />C17
<br />112.50'
<br />17025'31"
<br />PER JORY
<br />cl�
<br />34.08'
<br />CD
<br />30.00'
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<br />42.31'
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<br />140.00'
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<br />26.52'
<br />CD
<br />26.48'
<br />CD
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<br />10051'15"
<br />26.52'
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<br />26.48'
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<br />185012'38"
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<br />S00032'12"E
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<br />MCSR = MARION COUNTY SURVEY RECORD
<br />BOTP = BOOK OF TOWN PLATS
<br />R. = REEL
<br />P. = PAGE
<br />V. =VOLUME
<br />PUE = PUBLIC UTILITY EASEMENT
<br />RAD = RADIUS
<br />PVT = PRIVATE
<br />= RECORD AND MEASURED DATA PER JORY
<br />= RECORD DATA PER JORY
<br />20' SANITARY SEWER EASEMENT
<br />TO THE CITY OF SALEM
<br />SEE PLAT NOTES SHEET 3
<br />40.00 77-7177.11,
<br />40.00- 49
<br />---.-? - 7777'0
<br />N89046'38"E 105.06'
<br />Lu N LOT 30 DETAIL
<br />Liclq^ 20'
<br />No& C &q CD
<br />D Im c) 30
<br />co Cjl 0 CD cl�
<br />0
<br />CD CD 4,205 S.F.
<br />cn
<br />CD
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<br />CD
<br />C14
<br />CN 25'PRIVATE ACCESS AND
<br />00 UTILITY EASEMENTTO THE
<br />BENEFIT OF LOT 29, SEE
<br />PLAT NOTES SHEET 3
<br />EC -Ai 6. 81L
<br />50.50' 52.50 40.00' 40.00' 40.00' 40.00'
<br />K "K
<br />N89048'11"E [454.28']
<br />(N89046'22"E)
<br />LOT 2,
<br />JORY
<br />IV cn
<br />D, � <Z7
<br />12 �/ 1
<br />#6784
<br />III = 50'
<br />11/09/2021
<br />REFERENCE SURVEYS:
<br />1. KIRKBRIDE V. H48, P. 69, BOTP
<br />2. JORY V. H48, P. 76, BOTP
<br />NOTE:
<br />ALL ONSITE EASEMENTS EXCEPT
<br />THE 10' PUE LABELED AS "PER
<br />JORY" ARE GRANTED WITH THIS
<br />PLAT UNLESS OTHERWISE NOTED
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC LENGTH
<br />E_
<br />DIST.
<br />C16
<br />112.50'
<br />CD
<br />23.10'
<br />cl�a`0�
<br />23.06'
<br />C17
<br />112.50'
<br />17025'31"
<br />I
<br />cl�
<br />34.08'
<br />CD
<br />30.00'
<br />0-
<br />46.96'
<br />0-
<br />42.31'
<br />ol
<br />140.00'
<br />0-
<br />26.52'
<br />S04053'25"W
<br />26.48'
<br />CD
<br />140.00'
<br />CD
<br />12.77'
<br />CD
<br />12.76'
<br />CD
<br />140.00'
<br />5037'43"
<br />13.75'
<br />N07030'11"E
<br />13.75'
<br />C22
<br />140.00'
<br />10051'15"
<br />26.52'
<br />504053'25"W
<br />26.48'
<br />C23
<br />55.00'
<br />185012'38"
<br />177.79'
<br />S00032'12"E
<br />109.89'
<br />C24
<br />55.00'
<br />50038'31"
<br />C. -
<br />562036'38"E
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<br />S89034'49"W 112.57 -
<br />EC -Ai 6. 81L
<br />50.50' 52.50 40.00' 40.00' 40.00' 40.00'
<br />K "K
<br />N89048'11"E [454.28']
<br />(N89046'22"E)
<br />LOT 2,
<br />JORY
<br />IV cn
<br />D, � <Z7
<br />12 �/ 1
<br />#6784
<br />III = 50'
<br />11/09/2021
<br />REFERENCE SURVEYS:
<br />1. KIRKBRIDE V. H48, P. 69, BOTP
<br />2. JORY V. H48, P. 76, BOTP
<br />NOTE:
<br />ALL ONSITE EASEMENTS EXCEPT
<br />THE 10' PUE LABELED AS "PER
<br />JORY" ARE GRANTED WITH THIS
<br />PLAT UNLESS OTHERWISE NOTED
<br />m ��
<br />N89046'38"E 105.64'
<br />F _f oPUE -P-E _R _J0_R -Y
<br />1 28 A
<br />7.789 S_F_
<br />11%. Nov"l-,
<br />lcy� 1l
<br />01
<br />3:If y N89046'38"E 105.06'
<br />C) I �D
<br />CD C�
<br />CN 29
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<br />0 4,728 S.F. CD
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<br />n uu 80or-
<br />40.00' 40.00' 1/-!)-Uul LI I �D C),: III
<br />1 30 to :i cm m cl-i
<br />M I CD co co 11
<br />SEE DETAIL ABOVE I I -:T co - CD
<br />MONUMENTTABLE
<br />B. 5/8" IRON ROD PER KIRKBRIDE, NO CAP, LOST DURING CONSTRUCTION AND RESET
<br />E. 5/8" [RON ROD PER KIRKBRIDE, BENT, TIED AT SPIN POINT AND RESET
<br />F. 5/8" IRON ROD PER JORY, BENT, TIED AT SPIN POINT, 589047'00"W 0.11' FROM
<br />CALCULATED POSITION, RESET AT COMPUTED POINT
<br />L. 5/8" IRON ROD, DOWN 0.4', N89048'11"E 0.15- FROM CALCULATED CORNER
<br />M. 5/8" IRON ROD, DOWN 0.5'
<br />P. DOWN 0.75'
<br />1
<br />t I
<br />N LOTS 1 & 2 DETAIL
<br />jIII = 10'
<br />LOT 2
<br />=�M
<br />10'PUE-----
<br />LOT 1
<br />CURVE
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC LENGTH
<br />CHORD BEARING
<br />DIST.
<br />C16
<br />112.50'
<br />11045'59"
<br />23.10'
<br />S66029'40"W
<br />23.06'
<br />C17
<br />112.50'
<br />17025'31"
<br />34.21'
<br />N81005'25"E
<br />34.08'
<br />C18
<br />30.00'
<br />8904110"
<br />46.96'
<br />N45022'47"W
<br />42.31'
<br />C19
<br />140.00'
<br />1005115"
<br />26.52'
<br />S04053'25"W
<br />26.48'
<br />C20
<br />140.00'
<br />5013'31"
<br />12.77'
<br />N02004'33"E
<br />12.76'
<br />C21
<br />140.00'
<br />5037'43"
<br />13.75'
<br />N07030'11"E
<br />13.75'
<br />C22
<br />140.00'
<br />10051'15"
<br />26.52'
<br />504053'25"W
<br />26.48'
<br />C23
<br />55.00'
<br />185012'38"
<br />177.79'
<br />S00032'12"E
<br />109.89'
<br />C24
<br />55.00'
<br />50038'31"
<br />48.61'
<br />562036'38"E
<br />47.05'
<br />C25
<br />20.00'
<br />53007'48"
<br />18.55'
<br />S63051'17E
<br />17.89'
<br />C26
<br />25.00'
<br />90007'01"
<br />39.32'
<br />N44031'18"E
<br />35.39'
<br />C27
<br />25.00'
<br />89052'59"
<br />39.22'
<br />N45028'42"W
<br />35.32'
<br />C28
<br />20.00'
<br />53007'48"
<br />18.55'
<br />S63000'55"W
<br />17.89'
<br />C29
<br />55.00'
<br />50024'28"
<br />48.39'
<br />561039'15"W
<br />46.84'
<br />C30
<br />30.00-
<br />89041'37"
<br />46.96-
<br />S45023'01"E
<br />42,31)
<br />m ��
<br />N89046'38"E 105.64'
<br />F _f oPUE -P-E _R _J0_R -Y
<br />1 28 A
<br />7.789 S_F_
<br />11%. Nov"l-,
<br />lcy� 1l
<br />01
<br />3:If y N89046'38"E 105.06'
<br />C) I �D
<br />CD C�
<br />CN 29
<br />Lo LO �o
<br />0 4,728 S.F. CD
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<br />co
<br />z
<br />- -1 -7 N8904638"E 105.06' ::Zt WI
<br />n uu 80or-
<br />40.00' 40.00' 1/-!)-Uul LI I �D C),: III
<br />1 30 to :i cm m cl-i
<br />M I CD co co 11
<br />SEE DETAIL ABOVE I I -:T co - CD
<br />MONUMENTTABLE
<br />B. 5/8" IRON ROD PER KIRKBRIDE, NO CAP, LOST DURING CONSTRUCTION AND RESET
<br />E. 5/8" [RON ROD PER KIRKBRIDE, BENT, TIED AT SPIN POINT AND RESET
<br />F. 5/8" IRON ROD PER JORY, BENT, TIED AT SPIN POINT, 589047'00"W 0.11' FROM
<br />CALCULATED POSITION, RESET AT COMPUTED POINT
<br />L. 5/8" IRON ROD, DOWN 0.4', N89048'11"E 0.15- FROM CALCULATED CORNER
<br />M. 5/8" IRON ROD, DOWN 0.5'
<br />P. DOWN 0.75'
<br />1
<br />t I
<br />N LOTS 1 & 2 DETAIL
<br />jIII = 10'
<br />LOT 2
<br />=�M
<br />10'PUE-----
<br />LOT 1
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC LENGTH
<br />CHORD BEARING
<br />DIST.
<br />C31
<br />100.00'
<br />41007'55"
<br />71.79'
<br />N69013'03"E
<br />70.26'
<br />C32
<br />55.00'
<br />20011'37
<br />19.38'
<br />S8500949"E
<br />19.28'
<br />�C33
<br />125.00'
<br />1 5009'15"
<br />1 11.24'
<br />1 N63035'59"E
<br />- 11.24'
<br />oizr,(,)E)n ri iox/c nATA DEE) Ir)E)V
<br />SEE SHEET 2
<br />Cllj I
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC LENGTH
<br />CHORD BEARING
<br />DIST.
<br />C6
<br />542.96'
<br />0404216"
<br />44.58'
<br />N01007'08"W
<br />44.57
<br />C7
<br />25.00'
<br />88032'03"
<br />38.63'
<br />N45030'01"E
<br />34.90'
<br />C14
<br />55.00'
<br />103023'42"
<br />99.25'
<br />N00028'19"E
<br />86.32'
<br />C15
<br />112.50'
<br />29009'39"
<br />57.26'
<br />N75011'32"E
<br />56.64'
<br />C18
<br />30.00'
<br />89041'46"
<br />46.96'
<br />545023'05"E
<br />42.31'
<br />C19
<br />140.00'
<br />10050'39"
<br />26.50'
<br />S04053'07W
<br />26.46'
<br />C22
<br />140.00'
<br />10050'39"
<br />26.50'
<br />S04053'07W
<br />26.46'
<br />C23
<br />55.00'
<br />185012'38"
<br />177.79'
<br />S00032'12"E
<br />109.89'
<br />C30
<br />30.00'
<br />89041'37"
<br />46.96'
<br />545023'01"E
<br />42,31)
<br />SEE SHEET 2
<br />Cllj I
<br />4I205 S.F.
<br />Lu cy)
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<br />4,332 S.F.
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<br />34 m
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<br />4,403 S.F.
<br />EASEMENT
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<br />[3 3] 2
<br />6,055 S.F. ) I
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<br />PER JORY
<br />KNOX AVE - PVT
<br />S89034'49"W 112.57 -
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<br />SEE SHEET 2
<br />SHEET INDEX
<br />SHEET I - LOTS 1-37, MONUMENT TABLE, CURVE
<br />TABLE, NOTES, LEGEND, REFERENCE SURVEYS
<br />SHEET 2 - LOTS 38-45, SIDEWALK EASEMENT
<br />DETAILS, CURVE TABLE, NOTES, LEGEND,
<br />REFERENCE SURVEYS
<br />SHEET 3 - NARRATIVE, SURVEYOR'S CERTIFICATE,
<br />PLAT NOTES, AND SIGNATURE PAGE
<br />SHEET 1 OF 3
<br />
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